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31C-046 (6) Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA excessive bending of the conductors,which would damage the conductor insulation. D. All outlet boxes installed in masonry shall be so set that their outer edges are 1/4" back of finished surface. E. Outlet boxes shall not be supported by the conduit. Suitable means shall be provided to support the outlet box to take the weight of the fixture. F. Fixture outlet boxes used asjunction boxes or outlets not used shall be provided with covers. 3.7 EQUIPMENT INSTALLATION A. All equipment furnished under this Section shall be installed in accordance with its manufacturer's printed installation instructions, whether so shown on the Drawings or not, and all labor and materials required to accomplish this shall be furnished by the Electrical Subcontractor and be included in his bid. END OF SECTION ELECTRICAL SECTION 260000—22 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA E. Application 1. Install approved fire safing insulation of proper size leaving no voids. Compressand friction fit fire safing and use attachment clips where necessary. 2. Seal completely around all openings and over the fire safing insulation with sealing compound. 3.5 LIGHTING FIXTURES A. Installation of all lighting fixtures shall be done by experienced mechanics. Lighting fixtures shall not be installed where finished coat of paint has been applied to ceiling and walls until paint is thoroughly dry. B. Lighting fixtures in equipment rooms shall not be installed until after all piping and ductwork is in place. Lighting fixtures layout shown on the Drawings is typical layout, but may be modified to provide adequate lighting of the equipment space according to final construction conditions. Any relocation of fixtures due to duct or piping interference shall be as directed by the Architect, at no expense to the Owner. C. The Electrical Subcontractor shall be responsible for proper co-ordination of all lighting fixture locations. Provide support for all fixtures mounted on or recessed in hung ceiling. He shall confer with Ceiling Subcontractor and Heating and Ventilating Subcontractor to co-ordinate lighting system with other trades. D. Provide and install suitable cover plate or canopy for each fixture outlet box where the fixture does not provide a suitable cover. E. Fixtures located on exterior of building shall be installed with cadmium-plated brass screws and gaskets. F. All pendant type fixtures in the same room shall be installed at a uniform height from the floor and shall hang plumb. G. Upon completion of the installation of the lighting fixtures and lighting equipment,they must be in first-class operating order and in perfect condition as to finish, etc. Check for proper operation and appearance, alignment of fixtures and proper placement of lenses, louvers, lamps and other light controlling or modifying appurtenances. 3.6 OUTLET AND JUNCTION BOXES A. Receptacle boxes, unless otherwise noted, shall be approximately 18"above finished floor, aligned above or below closest block course, except at locations where wall mounted equipment precludes this mounting height. At such locations, receptacle height shall be as directed by the Architect. Switch outlets shall be 48" above finished floor, unless aligned above or below closest block course. The Electrical Subcontractor shall check with the Architectural and Structural Plans for interferences. B. Junction and outlet boxes,where exposed to the weather and wet locations, shall be of the threaded hub type and provided with watertight screw-on cover and gasket. C. Pull boxes shall be adequate size to accommodate the conductors installed therein without ELECTRICAL SECTION 260000—21 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA D. A #12 AWG insulated equipment ground conductor shall be installed in each length of flexible metallic conduit connection to motors,recessed lighting fixtures and other equipment components for continuity. Positive ground connections with the ground wire shall be made at each outlet box, lighting fixture, motor and other equipment components by means of positively secured ground clamp in each. 3.3 CONDUIT AND FITTINGS A. All conduit shall be installed so as to provide the straightest possible run with not more than the equivalent of three 90° bends in a single run. Where more bends are necessary, the Electrical Subcontractor shall provide suitable pull boxes. B. Conduit shall be fished and cleaned and dry before pulling wires and shall be suitably protected against entrance of dirt and moisture during construction. C. Ends of all conduits shall be reamed and all joints made waterproof. Connections tojunction boxes shall be double locknut and bushing, using insulated bushings on conduit 1-1/4" or larger. Grounding bushings shall be provided at all panel connections. D. Conduit connections to motor frames shall have minimum of 18" of flexible steel conduit to eliminate vibrations and noise being transferred to other parts of the building, with cable jumper across greenfield and fittings. This flexible conduit shall also be installed at ceiling mounted lighting fixtures to facilitate alignment of fixtures. 3.4 FIRE SAFING A. Work Included: Provide labor, materials, and equipment necessary to complete the work including, but not limited to the following: 1. Fire safing at all penetrations through fire barriers. 2. Fire safing at all penetrations through smoke barriers. 3. Extent of fire and smoke barriers as indicated on the Architectural Drawings. 4. Fire safing at all penetrations through floors, shafts, corridor walls, stairway walls, mechanical rooms,electrical rooms, vaults,storage rooms,kitchen,machine rooms, outdoor storage rooms, and receiving rooms. 5. Retain fire rating where back-to-back outlets occur in any rated wall. B. Safing Insulation 1. Fire sating insulation shall be Thermafiber as manufactured by USG Interiors, Inc.or Architect-Engineer approved equal,4"minimum thickness by the required full length and width, or as indicated on the Drawings. 2. Provide incidental galvanized steel clip anchors. C. Seal Compound: At "poke-through" openings, apply "Firecode" seal compound as manufactured by USG Interiors, Inc., or approved equal, over Thermafiber fire safing. D. Preparation 1. At all fire rated assemblies; prepare all penetrations for raceways, cable, and perimeters. ELECTRICAL SECTION 260000—20 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA 4. Utility Power Feed: 120/240 volt, single phase, 3 wire. 5. Branch Circuits: Owner Panel a. 400 amp, 120/240 volt, 1�, 3 wire, 5th jaw with bypass. 6. Branch Circuits: Residential Units a. 150 amp, 120/240 volt, 1�, 3 wire, 5th jaw with manual bypass. PART 3— INSTALLATION 3.1 GENERAL INSTALLATION REQUIREMENTS A. The Electrical Subcontractor shall endeavor to layout and perform his work in such a manner as to cause no delay in the construction by other trades. B. The Electrical Subcontractor shall verify all measurements and shall be responsible for the correctness of same. No allowance will be made for differences between actual measurements and those shown on plans. C. If, in laying out his work,the Electrical Subcontractor finds that the work of other trades might interfere with his, the Architect shall be notified. D. The locations of outlets, apparatus, and equipment are approximate only and the runs of feeders,mains,and branches are not necessarily to be made exactly as shown on the plans. The exact locations of such work shall be determined after full consideration has been given to work of other trades and without changes in the design of the systems. The entire installation shall conform to the latest issue of the National Electrical Code and local inspection authorities. E. Electrical equipment,such as junction and pull boxes,control,and apparatus, shall be made accessible. F. All wiring shall be concealed in finished spaces, except as otherwise specified. 3.2 GROUNDING A. Except where specifically indicated otherwise,all exposed non-current carrying metallic parts of electrical equipment, metallic raceway systems, grounding conductor in non-metallic raceways and neutral conductor of the wiring system shall be grounded. The ground connection shall be made at the main service equipment. B. The Electrical Subcontractor shall furnish and install all material required for the grounding and/or bonding in the building of all equipment, power and lighting systems installed under this Contract. C. The Electrical Subcontractor shall make tight and proper all metallic components and equipment to one another and to ground, using a positive foolproof system of connections. Provide and install bonding and grounding conductors with approved termination where required, conforming with the latest National Electrical Code and other applicable specification standards. ELECTRICAL SECTION 260000— 19 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA C. Provide utility approved meter sockets and service disconnect switches. D. The system shall be properly grounded as required by the Massachusetts Electric Code. Ground cable shall be secured to the water service with an approved clamp;bond water pipe sections as required by Section 250-81 MEC. Also install a concrete encased electrode as required by that section. E. Coordinate all service requirements with the local electric power company. F. Service fee for utility work will be paid by Contractor. 2.14 TELEPHONE SYSTEM A. Coordinate new telephone service with Verizon,who will provide exterior wall mounted N ID and underground feed. B. Furnish and install, where shown on the drawings, outlets and wiring to make a complete system ready for connection to telephone equipment to be installed. C. Each telephone outlet shall consist of two (2) RJ45 modular jacks, ivory, 4 conductor with labels. D. Each modular jack shall be wired with Cat 6, 2 pair cable to telephone network interface device(NID), terminated as directed by Verizon. E. Service fee for utility work shall be paid by the Contractor. 2.15 CABLE TELEVISION SYSTEM A. Arrange for and coordinate the cable television service installation with Comcast. Any charges from Comcast shall be included in the Electrical Sub-Bid. B. Comcast will furnish and install the service cable to the building, as well as the service cabinet with its amplifiers, splitters, and appurtenances. C. Comcast will furnish to the Electrical Subcontractor, for installation by him, all required distribution cable within the building plus splitters,connectors,and other required hardware. The installation shall comply with Comcast Standards. D. Each dwelling unit shall be fed independently(home run)from the service cabinet. E. Comcast will make all final connections to splitters, amplifiers, etc., and to TV wall outlets. 2.16 MULTI-METER CENTER A. The Multi-Meter Center shall be square D type EZ Meter-Pak, Meter Center. Multi-Meter Center shall be configured as shown on the Drawings. The Contractor shall verify meter socket type with the local power company prior to ordering equipment. 1. Mounting Location: Outdoor. 2. Maximum SCR: 42,000 AIC. ELECTRICAL SECTION 260000— 18 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA Provide addressable single input monitor modules as shown onplans for monitoring of all waterflow, tamper and supervisory devices. Addressable modules shall mount to single gang electrical boxes. h. Dwelling unit smoke detectors shall be the same describe above plus sounder bases. E. Installation 1. Installation shall be performed by Licensed installers in a workmanlike manner. The work shall be performed by skilled technicians under the direction of experienced engineers, all of whom are properly trained and qualified. 2. Wiring shall meet manufacturer's requirements. 3. Final Tests/Warranty a. The system shall be fully tested by the contractor and NICET certified technicians in accordance with UL guidelines and NFPA standards.Each and every device shall be tested. b. A copy of the final test report shall be submitted indicating proper functioning of the system and conformance to the specifications. The test shall be performed by factory-trained qualified technicians. Each and every device shall be tested,and standalone operation of remote panels shall be verified. Final testing shall be performed by the same company that will hold and execute the Test and Inspection contract. C. The manufacturer shall guarantee all system equipment for a period of one (1)year from the date of final acceptance. d. The contractor shall guarantee all raceways and wiring to be free from inherent mechanical or electrical defects for one(1)year from the date of final acceptance of the system. 4. Training a. The contractor shall provide the services of the manufacturer's representative for a period of 4 hours,during normal business hours,to instruct the owner's designated personnel and fire department response teams on the operation of the system. 2.12 PHOTOCELL A. Photocells for building mounting shall be rated for 1800va ballast load at 120 volts and shall provide adjustable light level selection. Provide with adjustable mounting swivel. To be Tork Model 2101, or equal. 2.13 ELECTRIC SERVICE A. New electric service shall be single phase,underground, provided by the local electric power company. B. New secondary electric service shall be sized as shown on Drawings, 120/240 volt, single phase, 3 wire, 60 Hz, underground. ELECTRICAL SECTION 260000— 17 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA may be individually programmed to operate at any one of five(5)sensitivity settings. Each detector microprocessor shall contain an environmental compensation algorithm that identifies and sets ambient environmental thresholds approximately six times an hour. The microprocessor shall monitor the environmental compensation value and alert the system operator when the detector approaches 75%and 100%of the allowable environmental compensation value. To be Notifier NP-100, or equal. b. Heat Detectors—Fixed Temperature Provide analog/addressable fixed temperature detectors at the locations shown on the drawings. The heat detector shall have a nominal fixed temperature alarm point rating of 135°F(57 0C). To be Notifier NH-100, or equal. C. Detector Base—Standard Provide standard detector mounting bases suitable for mounting on either North American 1-gang,3%or 4 inch octagon box and 4 inch square box,or European BESA or 1-gang box. The base shall, contain no electronics and support all series detector types. d. Carbon Monoxide Detector Carbon monoxide detector shall be addressable, UL2075 listed, Notifier N- MMCO, comprising CO detector and addressable module. e. Manual Station—Double Action Single Stage Provide analog/addressable double action, single stage fire alarm stations at the locations shown on the drawings. The fire alarm station shall be of polycarbonate construction and incorporate an internal toggle switch. A locked test feature shall be provided. The station shall be suitable for mounting on North American 2'/ (64mm)deep 1-gang boxes and 1 '/(38mm)deep 4 square boxes with 1-gang covers. Manual station shall be keyed alike with Control Panel. To be Notifier NOT-BG12LX, or equal. f. Notification Appliances Provide low profile wall mount horn/strobes at the locations shown on the drawings. The low profile horn/strobe shall produce a high level db output and offer a full line of A.D.A.compliant strobes. The horn/strobe shall mount to a standard one-gang electrical box and with an optional trim plate accommodate two-gang,octagonal or four inch square electrical boxes. To be Notifier"SpectrAlert Advance"wall horn/strobe, or equal. g. Initiation &Control Modules 1. Monitor Module ELECTRICAL SECTION 260000— 16 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA D. Field Mounted System Components 1. Power Supply System power supply(s)shall provide multiple power limited 24 VDC outputcircuits as required by the panel Upon failure of normal (AC) power, the effected portion(s) of the system shall automatically switch over to secondary power without losing any system functions. Each system power supply shall be individually supervised. Power supply trouble signals shall identify the specific supply and the nature of the trouble condition. All standby batteries shall be continuously monitored by the power supply. Low battery and disconnection of battery power supply conditions shall immediately annunciated as battery trouble and identify the specific power supply affected. All system power supplies shall be capable of recharging their associated batteries, from a fully discharged condition to a capacity sufficient to allow the system to perform consistent with the requirements of this section, in 48 hours maximum. All AC power connections shall be to the building's designated emergency electrical power circuit and shall meet the requirements of NFPA 72—The AC power circuit shall be installed in conduit raceway. The power circuit disconnect means shall be clearly labeled FIRE ALARM CIRCUIT CONTROL and shall have a red marking.The location of the circuit disconnect shall be labeled permanently inside the each control panel the disconnect serves. 2. Fire Initiating Devices Intelligent System Devices: Provide intelligent analog devices where shown and required.Each device shall retain operating characteristics in non-volatile memoryand conduct algorithms to distinguish real fire conditions from unwanted nuisance alarms. All analog devices shall provide dual LED indicators,a green LED shall flash to denote active communication, and a red LED shall flash to denote an alarm condition. Devices shall be interchangeable with twist-lock bases which will provide a supervised remote LED output,fault isolation circuitry,or an auxiliary relay contact.In the event of an addressable loop communications failure,devices shall remain capable of initiating an alarm sequence. a. Smoke Detector—Photoelectric Provide analog/addressable photoelectric smoke detectors at the locations shown on the drawings. The detector shall have the ability to set the sensitivity and alarm verification of each of the individual detectors on the circuit. It shall be possible to automatically change the sensitivity of individual analog/addressable detectors for the day and night periods. Each smoke detector shall be capable of transmitting pre-alarm and alarm signals in addition to the normal, trouble and need cleaning information. It shall be possible to program control panel activity to each level. Each smoke detector ELECTRICAL SECTION 260000— 15 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA d. Flash an alarm LED and sound an audible signal at the FACP.Upon Acknowledgment,the alarm LED shall light steadily and the audible shall silence. Subsequent alarms shall re-initiate this sequence. e. Visually indicate the alarm initiating device type and location via the LCD display located at the FACP and at all remote annunciators. f. Activate the exterior weatherproof beacon. 2. Operation of carbon monoxide detector shall automatically: a. Ring locally at device&provide visual indication of initiation b. Transmit a supervisory alarm to the local Fire Department. 3. The operation of an apartment smoke detector shall cause the following: a. Initiate sounder base alarms in all detectors within the associated dwelling unit. C. General Requirements 1. The fire alarm system shall be designed and UL and FM approved for Fire, Audio Evacuation and Security applications.The system operational characteristics shall be stored in non-volatile EEPROM memory,shall be field programmable and capable of being edited with no factory involvement. 2. The system shall utilize broadcast polling techniques and microprocessor-based detectors to minimize the required response time and possible false alarms.Individual initiating and control devices shall retain pre-programmed response characteristics, history logging, and support electronic addressing.A system-wide response(alarm sequence)to an alarm condition shall take place within 3 seconds. 3. The system shall support analog sensing techniques to monitor individual devices which enable the user to set sensitivity parameters. All inputs shall be subject to multi-level alarm verification.The system shall be capable of reporting the status and sensitivity of each device and vectoring this information to a printer.The system shall automatically identify any detector which becomes dirty(maintenance alert), prior to false alarming. 4. The system shall be supported by standby batteries. In the event of a loss of primary power, batteries shall support 60 hours of full supervisory operation followed by 15 minutes of alarm. 5. The system shall be capable of nine levels of alarm prioritization,and allow control by event, and may include cross zoning, stepping, and/or logic statement inputs. 6. All equipment shall be new and unused. All components and systems shall be designed for uninterrupted duty.All equipment,materials and accessories covered by these requirements shall be provided by a single manufacturer, or if provided by different manufacturers recognized as compatible by both manufacturers. 7. Circuiting Guidelines.Each initiating device and indicating circuitshall be electronically supervised and individually addressable.All wiring shall be as follows: a. Individual addressable modules shall be used to monitor waterflow, tamper, and status conditions from any related systems or conventional devices. b. Addressable control modules or relays shall provide auxiliary control functions. ELECTRICAL SECTION 260000— 14 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA b. NFPA standards 70, 72, 90A, 92A, and 101. C. BOCA Basic Building Code- Latest Edition. d. Current State Building Code. e. The Americans with Disabilities Act(ADA). f. All requirements of all local authorities having jurisdiction. 9. Submit 8 complete sets of shop drawings to include: a. Complete point-to-point riser diagram showing all equipment and size, type and number of all conductors and devices. b. Large scale drawings of each panel showing module placement and spare capacity allowances. C. Address listing of all field devices shown on floor plans for coordination of LCD message text assignments. d. Original catalog data sheets for all items to assure compliance with these specifications.This equipment shall be subject to approval,and no equipment shall be ordered without prior approval. e. Provide calculations to support the size of standby batteries notification circuits and power supplies submitted.Calculations shall demonstrate proper current draw, voltage drop, wire size considerations, and spare capacity allowances. f. Confirmation that the equipment supplier will provide on-site project management and supervision during system installation,and perform system testing and instruction. 10. Conform to all UL standards for testing and provide certification of the completed installation. Provide the services of a factory trained technician for proper testing and operation of the inter-connect to monitoring system. 11. The equipment supplier shall conduct the initial programming of the system and a complete rack/test of hardware panels prior to delivery to the installing contractor. 12. Provide copies of Operating & Maintenance manuals with the request for final inspection. O&M Manuals shall include the following: a. All of the information submitted in the shop drawings. b. As-built documentation which incorporates all modifications to the system, whether made as a field change or by a change order. C. Include a copy of the final test report, UL certificate and test contract. B. Sequence of Operation 1. The operation of a manual station or activation of any common area automatic alarm initiating device(common area system smoke and heat,and water flow)shall automatically: a. Initiate the transmission of the alarm to the local Fire Department via data transmission by a digital alarm communicator/transmitter (DACT). b. Sound a code 3 temporal evacuation signal over all audio circuits. C. Flash all visual signals throughout the building in a synchronized manner. ELECTRICAL SECTION 260000— 13 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA size of the wiring gutters and gauge steel shall be in accordance with UL Standards No.67 and No.50. Fronts shall include door and flush tumbler lock with all panels keyed alike and be provided with a directory for circuit identification. Load center boxes and fronts shall have corrosion resisting phosphate treatment and a gray baked enamel finish. Load centers shall be UL listed and meet Federal Specification W-P-115b as Type I, Class 2. B. Branch circuit breakers up to 150 amperes shall be Square D type QO, Q1 or approved equal. All breakers shall be plug-on type, toggle action with quick-make, quick-break mechanism. Trip indication shall be clearly shown by the breaker handle taking a position between"On"and"Off'when the breaker is tripped and by VISI-TRIP indication. The VISI- TRIP indication consists of a highly visible tripped circuit indicator. The indicator is to be protected by a window which seals the breaker case. The VISI-TRIP indicator shall not be visible when breaker in "ON or "OFF". All multi-pole breakers shall be single operating handle,common trip variety. Branch circuit breakers feeding convenience outlets shall be Arc Fault circuit interrupter type in order to give"flash protection" for frayed, stranded wire cords. QWIK-GARD circuit breakers with ground fault circuit interrupters shall be used in accordance with the National Electric Code. Circuit breakers shall be UL listed and meetthe requirements of Federal Specification W-C-375B/GEN, Class I. 2.11 FIRE ALARM SYSTEMS A. Scope 1. New analog/addressable fire detection,alarm and control systems in compliancewith the specifications and drawings.The system shall interface to other building systems to conduct monitoring and control functions as described herein. 2. The newfire alarm control panel shall be a microprocessor based fire alarm system. New system shall be Notifier"Fire Warden-50"or equal by Edwards or Gamewell. 3. Each initiating device shall have full analog detection capabilities; will maintain operating characteristics stored in dedicated EEPROM memory, identify its' exact location, and shall operate as described elsewhere in these specifications. 4. Work in this section, as shown or specified, shall be in accordance with the related contract documents. 5. All exceptions, variances and substitutions of operating capabilities or equipment called for in these specifications shall be listed in writing and forwarded to the Engineer at the time of bid. 6. Provide automatic and manual, closed circuit, multiplex fire alarm communications according to the contract documents, wired, connected and left in first class operating condition. 7. Final connections,testing,and adjusting of the system shall be done under the direct supervision of the system supplier. Provide NICET certified and factory trained technicians to demonstrate the system to the satisfaction of the Owner's Representative, and make all additional adjustments to the system operation as required by the Owner's Representative. a. Provide a N ICET certified technician factory trained on the systems for proper operation and interconnect to monitoring system. 8. The system design and installation shall conform to the following standards: a. All equipment shall be UL listed for it's intended purpose. ELECTRICAL SECTION 260000— 12 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA 6. Switches shall be Square D Heavy Duty type in NEMA 1 or NEMA 3R enclosures,or equal. C. Disconnect switches for 120 volt, single phase motors shall be single or double pole toggle switches as specified, unless shown otherwise on the Drawings. D. Equivalent equipment by Cutler-Hammer, General Electric, or Westinghouse will be considered. 2.9 PANELBOARDS A. Furnish and install circuit breaker lighting and receptacle panelboards as indicated on the panelboard schedule and where shown on the plans. Panelboards shall be equipped with thermal-magnetic molded case circuit breakers with frame and trip ratings as shown on the schedule. Trim shall be"door-in-door". B. Circuit breakers shall be quick-make, quick-break, thermal-magnetic, trip indicating, and have common trip on all multi-pole breakers. Trip indication shall be clearly shown by the breaker handle taking position between "ON" and "OFF"when the breaker is tripped. Connections to the bus shall be bolt-on. C. Bus bar connections to the branch circuit breaker shall be the"distributed phase" or "phase sequence"type. All current-carrying parts of the bus assembly shall be plated. Main ratings shall be as shown on the panelboard schedule. Buses shall be copper. D. Terminals for feeder conductors to the panelboard mains and neutral shall be UL listed as suitable for the type of conductor specified. Terminals for branch circuit wiring, both breaker and neutral, shall be UL listed as suitable for the type of conductor specified. E. Panelboard circuit numbering shall be such that starting at the top, odd numbers shall be used in sequence down the left-hand side and even numbers shall be used in sequence down the right-hand side. F. A circuit directory frame and card with a clear plastic covering shall be provided on the inside of the door. The directory card shall provide a space at least 1/4" high by 3" long or equivalent for each circuit. The directory shall be typed to identify the load fed by each circuit. Hand written directories will not be acceptable. G. Each panelboard, as a complete unit, shall have a short circuit current rating equal to or greater than the rating shown on the panelboard schedule on the plans. H. Panelboards shall be listed by Underwriters' Laboratories and bear the UL label. Panelboards shall be Square D, Type NQOD for 120/240 volts or equal by General Electric, Westinghouse, or ITE. 2.10 LOAD CENTERS A. Load centers shall be Square D type QO. Mains rating and branch circuit breaker ratings shall be of size and number as indicated on drawings. Load centers shall be plug-on type construction. All current carrying parts of the bus assembly shall be plated. Terminals for feeder conductors to main and branch neutral shall be UL listed as suitable for the type conductor specified. The load center bus assembly shall be enclosed in a steel cabinet. The ELECTRICAL SECTION 260000— 11 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA Arrow-Hart No. 1991 PLC. i. Range Receptacle—No. 5754N, flush, 3 pole,4 wire grounding type, with matching cord and plug. j. Dryer Receptacle— No. 5744N, flush, 3 pole, 4 wire grounding type, with matching cord and plug. 2.7 LIGHTING FIXTURES A. Furnish and install lighting fixtures on all light outlets shown on plans. All lighting fixtures to have label of Underwriters Laboratories, Inc. Fixtures to be complete in all respects with all required glassware and lamps. All lamps to be new. Furnish and install all required hardware to fit in all type ceilings. Fixtures are to be cleaned after lamps and diffusers are installed. Any chipped, cracked or otherwise defective material shall be replaced, at no expense to the owner. B. Fluorescent ballasts shall be solid state electronic type. Fixture/lamp combinations for which electronic ballasts are not available shall be high power factor, energy efficient magnetic type, complete with automatic reset thermal protector, and shall be CBM certified. C. All fixtures shall be installed complete with lamps of the stated type and size; fluorescent lamps shall be 2700-3000 K. D. All fixtures to be independently supported from building structure. E. Fixtures are identified by letter on the fixture schedule and by corresponding letter on Drawings. Complete schedule of lighting fixtures shall be submitted to and approved by the Architect. F. All Edison Base type fixtures shall be provided with solid state LED lamps having greater than 751m/w output, with the wattage ratings listed. LED lamps shall be 2700K 2.8 DISCONNECT SWITCHES A. Furnish and install motor starting,protecting,and controlling devices for motors where shown on the Drawings. B. Furnish and install heavy duty fused safety switches as indicated on plans and specifications. 1. All switches shall have switch blades which are fully visible in the OFF position with the door open. All current-carrying parts shall be plated to resist corrosion and promote cool operation. 2. Switches shall be quick-made and quick-break such that,during normal operation of the switch,the operation of the contacts shall not be capable of being restrained by the operating handle after the closing or opening action of the contacts has started. The handle and mechanism shall be an integral part of the box, not the cover,with positive pad-locking provisions in the"OFF" position. 3. Switches shall be furnished in NEMA 1 general purpose enclosures unless NEMA 3R(rainproof)is specified on the plans. Enclosures shall have gray enamel,electro- deposited on cleaned phosphatized steel. 4. Switches shall be horsepower rated for 240 volts AC, as shown. 5. Fuses shall be as indicated on the Drawings. ELECTRICAL SECTION 260000— 10 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA 2.4 OUTLET AND JUNCTION BOXES A. Junction and outlet boxes,where exposed to weather and wet locations shall be of the cast aluminum,threaded hub type and provided with watertight screw-on cover and gasket. B. Other outlet boxes and covers for use with conduit or metallic cable shall be galvanized or sheradized pressed steel as manufactured by Steel City Electrical Co.,General Electric Co., Raco, or approved equal. Outlet boxes used with NM cable may be plastic. 2.5 NAMEPLATES A. Furnish and install nameplates identifying all apparatus, controls, panels and safety switches. The nameplates shall be Seton style 2060 engraved plastic, or equal, screw attached. Submit schedule of nameplate lettering for approval. 2.6 WIRING DEVICES A. The Electrical Subcontractor shall install devices where shown on the plans. Where two or more devices occur at one location, they shall be provided with a gang plate. All unused boxes to be furnished with blank plates. 1. Switches shall be flush mounted, specification Grade 15 and 20 amp. 120/277 volt AC with side connection screw terminals and toggle handle. 2. Switches shall be single pole, double pole, 3-way, 4-way, or key operated as indicated by the symbol. Where more than one switch is shown at one outlet, they shall be installed under one plate in an order appropriate to the location of the outlets being controlled. 3. Receptacles shall be flush mounted rated for 15 and 20 amp at 125 volts composition base suitable for side wiring having polarized slots and U-shaped grounding slot, and break-off lug for two circuit installation. 4. Heavy duty receptacles shall be polarized with composition base and pressure type terminals, three or four-pole as required for service as indicated by symbol. 5. Wall plates throughout shall be impact resistant thermoplastic in Ivory with stainless steel satin finish in kitchens and laundry. Plates over grouped devices shall be suitably ganged. 6. Devices shall be furnished by Hubbell, Leviton, or equal to the following Arrow-Hart numbers: a. Light Switches, single pole—No. 18911, 15 AMP, and No. 19911, 20 amp, 1201277 volts, Ivory. b. Light Switches, 3-way — No. 18931, 15 amp, and No. 19931, 20 amp. 1201277 volts, Ivory. C. Light Switches,4-way—No.1894115 amp,and No. 19941,20 amp.120/277 volts, Ivory. d. Single Receptacles, No. 53611, 20 amp.3 wire, 125 volts, Ivory. e. Duplex Receptacles, No. 52621, 15 amp, and No. 53621, 20 amp. 3 wire, 125 volts, Ivory. To be tamper proof where required by Code. f. GFI Receptacles, No. GF52421, 15 amp, and No. 53421, 20 amp, Ivory, Satin finish stainless steel plate. g. Exterior weatherproof GFI Receptacles No. GF53421, with TayMac No. 20310 cover. h. Single pole switch with clear lighted handle(to indicate when switch is"on") ELECTRICAL SECTION 260000—9 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA PART 2- MATERIALS 2.1 RACEWAYS A. Rigid galvanized steel or intermediate steel conduit shall be used for all raceway runs concealed vertically in concrete, run under slabs, run in trenches or pits, exposed below 6' above floor,and for service entrance conductor sweeps. Conduit shall comply with the latest applicable Federal Specifications. B. Electrical metallic tubing shall be used for all raceways run in walls or partitions,run exposed inside the building, or run concealed in or above furred spaces unless otherwise specified. Electrical metallic tubing shall comply with the latest applicable requirements of the National Electrical Manufacturers Association. Couplings, connectors, and fittings for electrical metallic tubing shall be steel set screw type. C. Raceways for site power and light shall be Schedule 40 PVC (schedule 80 PVC under roadways),with solvent welded fittings,or Type EB where shown to be encased in concrete. Use steel sweeps on conduit 3"and larger. D. Flexible Steel Conduit shall be used for final connections to motors or other movable equipment to facilitate removal and connections. 2.2 WIREWAYS A. Wireways shall be made to accommodate conductors as required in accordance with applicable rules of the Massachusetts Electrical Code. To be of code gauge steel and supported as required by Code. 2.3 CONDUCTORS A. Conductors shall be 98%conductivity copper,with 600 volt insulation, and shall be of types indicated below unless otherwise shown on the plans. Aluminum conductors shall not be used. B. Conductors#10 AWG and smaller, Type THHW/THWN, solid. C. Conductors#4 AWG through #8 AWG, Type THHW/THWN, stranded. D. Conductors#3 AWG and larger, Type THW, stranded. E. Type NM cable may be used for branch circuit wiring as approved by the local authority having jurisdiction. F. Feeders to Owner's panel and apartment load centers may be SER cable where allowable for use by code. G. Wire and cable for special systems shall be as specified in those specification sections. H. Wire and Cable to be by Rome, Carol, American, Triangle/PWC, or equal. ELECTRICAL SECTION 260000—8 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA D. Patching of all holes, after installation of piping or equipment, shall be performed by the General Contractor or appropriate tradesmen. E. All pipe cutting or threading shall be done in a location approved by the Owner. F. No pipe cutting or threading shall be done in areas where completed concrete floor slab is to remain in finishes or be painted later. Should this area be necessary, the Plumbing Contractor shall cover the entire working area with canvas tarpaulins in an approved manner. 1.20 COORDINATION OF TRADES A. The Electrical Subcontractor shall give full cooperation to the Subcontractors of other trades, and shall furnish any information necessary to permit the work of all trades to be installed satisfactorily and with least possible interference or delay. The electrical Subcontractor shall cooperate with the other sub trades in preparing a complete set of co-ordination drawings on back grounds provided by the HVAC contractor. B. In areas where conflicts may occur, if so directed by the Architect, this Subcontractor shall prepare composite sketches, at a suitable scale, not less than %"=1', clearly showing how his work is to be installed in relation to the work of other trades. C. Conduit and other equipment shall not be installed in congested and possible problem areas by this Subcontractor without first co-ordinating the installation of same with othertrades and the Architect.This Subcontractor,at his own expense,shall relocate all uncoordinated piping and other equipment installed should they interfere with the proper installation and mounting of electrical equipment, ductwork, piping, hung ceilings, and other structural finishes by the other trades. D. This Subcontractor shall co-ordinate the elevations of all piping and equipment in hung ceilings for the installation of recessed lighting fixtures, duct boxes, etc. Conflicts shall be brought to the attention of the Architect for a decision before piping and/or equipment of other trades is installed. E. In areas where, due to construction conditions, more than one trade is required to use common openings in chases, shafts and sleeves for the passage of conduits, raceways, piping,ductwork and other materials, this Subcontractor must plan and locate the positions of equipment to be furnished under this Section so that all items including piping and/or equipment of other trades may be accommodated within the space available. Location and positioning shall be done prior to installation of same and to the satisfaction of the Architect. F. This Subcontractor, before installing his work, shall see that it does not interfere with the clearances required for finished columns, pilasters, partitions or walls, as shown on the Contract,Architectural,or Structural Drawings showing foundations,floor plans, roof plans, and details. G. Piping work that is installed under this Contract which interferes with the architectural design or building structure,shall be changed as directed by the Architect,and all costs incidental to such changes shall be paid by this Subcontractor at no additional cost to the Owner. ELECTRICAL SECTION 260000—7 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA 1.15 OPERATING INSTRUCTIONS A. Prior to final acceptance, Electrical Subcontractor shall furnish three (3) sets of complete instructions for the repair, maintenance, and operation of all systems installed under his Contract. These instructions shall be typed or printed, and each set bound separately with durable covers. B. The Electrical Subcontractor shall instruct and fully demonstrate to such person or persons as the Architect and/or Owner may designate,regarding the care and use of all systems and all apparatus pertaining thereto. 1.16 GUARANTEE A. The Electrical Subcontractor shall guarantee the satisfactory operation of his work in all parts for a period of one(1)year after date of substantial completion, and shall agree to promptly repair or replace any items of his work which are found to be defective during this period. B. The Electrical Subcontractor shall pay for repair of damage to the building caused by defects in his work and for repair to plaster, wood, and other materials or equipment caused by replacement or repairs to the entire satisfaction of the Architect. C. Any part of the work installed under this Contract requiring excessive maintenance shall be considered as being defective. 1.17 RECORD DRAWINGS A. Submit Record Drawings as specified in Section 017700. 1.18 ALTERNATES A. See Section 01030"ALTERNATES"for a description of all alternate bid work. 1.19 CUTTING AND PATCHING A. Cutting and/or drilling of all openings and holes 4" in diameter or smaller, required for the installation of electrical work in the building, shall be performed by the Electrical Contractor. All work and materials shall be installed in such a manner and at such time to keep cutting and patching to a minimum. Cutting and/or drilling of structural supports (i.e. beams or joists) is not allowed without written approval by the Architect. Location for openings, etc. shall be checked by the Electrical Contractor, and error due to failure to co-ordinate work with other divisions shall be the responsibility of the Electrical Contractor failing to co- ordinate, who shall make the corrections at his own expense. B. All holes larger than 4" in diameter shall be provided by the General Contractor. C. Work shall include furnishing and locating sleeves or inserts required before the new walls are built, or be responsible for the cost of cutting and patching required for pipes/conduit where sleeves were not installed or where incorrectly located. The Electrical Contractor shall do all drilling required for the installation of hangers. ELECTRICAL SECTION 260000—6 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA A. The Electrical Subcontractor shall furnish and install temporary light and power as specified in Section 015000. The cost of the service and the cost of power consumed shall be borne by the General Contractor. Service shall be metered, 120/240 volt, single phase, sized as required. Branch circuit wiring and duplex receptacles shall be as directed by the General Contractor. 1.11 PLANS AND SPECIFICATIONS A. The Electrical Subcontractor shall refer to the Architectural Drawings of interior details,plans, elevations,and structural layout in preparing his estimate. These documents are intended to supplement the Mechanical and Electrical Plans and Specifications and any applicable work indicated or implied thereon is to be considered a part of the Contract requirements. B. The Plans and Specifications are complementary and anything called for, or reasonably implied, in the Plans and not in the Specifications, or vice versa, shall be considered as called for or reasonably implied in both. C. The Electrical Subcontractor shall assume all responsibility in scaling measurements from the Drawings. D. Because of the small scale of the Drawings, it is not possible to indicate all offsets, fittings and accessories that may be required. The Electrical Subcontractor shall carefully investigate the structural and finish conditions affecting all his work and shall arrange such work accordingly,furnishing such fittings,traps,offsets,valves,and accessories as may be required to meet such conditions, at no additional cost. 1.12 PRODUCT HANDLING A. The Electrical Subcontractor shall provide for the delivery of all his materials and fixtures to the building site when required, so as to carry on his work efficiently and to avoid delaying his work and that of other trades. 1.13 ENVIRONMENTAL CONDITIONS A. All necessary tools, machinery, scaffolding,and transportation for completion of his Contract shall be provided by the Electrical Subcontractor. B. The Electrical Subcontractor shall provide his own portable extension lines and obtain 120 volt,60 cycle,single phase electric energy from the General Contractor to drive his machines and light his work. He shall provide his own light bulbs, plugs, sockets, etc. C. All broken or waste material,rags,packing,etc., resulting from his work shall be removed by the individual Subcontractor. 1.14 WORK CONCEALED A. All cable and raceway (except surface metal raceway) shall be installed concealed in all areas except storage rooms,closets,and mechanical or electrical equipment rooms,except that in rooms without ceilings, horizontal runs only may be exposed at ceilings. B. Exposed runs shall be run straight and level, parallel or perpendicular to the lines of the building. ELECTRICAL SECTION 260000—5 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA A. Equality of materials or articles other than those named or described in this Section will be determined in accordance with the provisions of the General Requirements. B. The Electrical Subcontractor shall agree to accept as final the results of tests secured by a qualified testing laboratory engaged by the Owner. Tests will be conducted in accordance with the General Requirements. 1.6 PRODUCTS A. All materials used shall be U.S. made, with the exception of items specifically noted otherwise,new,full weight,and first class in every respect,without defects,and designed to function properly in that portion of the work for which they are intended, and with the same brand of manufacturers for each class of material or equipment. Electrical materials and equipment of types for which there are Underwriters Laboratories standard requirements, listings, or labels shall conform to their requirements and be so labeled. 1.7 SUBMITTALS A. Before ordering materials shipped to the job,the Electrical Subcontractor shall submit to the Architect eight(8)sets of catalogue cuts, manufacturers'data sheets, and Shop Drawings, giving all details, dimensions, capacities, etc.of all materials to be furnished. B. The Electrical Subcontractor shall check the Shop Drawings thoroughly for compliance with the Plans and Specifications before submitting them to the Architect for review, making any and all changes which may be required. C. The review of Shop Drawings by the Architect shall not relieve the Electrical Subcontractor from any obligation to perform the work strictly in accordance with the Contract Drawings and Specifications. The responsibility for errors in Shop Drawings shall remain with the Subcontractor. D. In the event that materials are being delivered to or installed on the job for which Shop Drawings or samples have not been approved and/or which are not in accordance with the Specifications, the Electrical Subcontractor will be required to remove such materials and substitute approved materials at his own expense and as directed by the Architect. 1.8 PERMITS, FEES AND INSPECTIONS A. The Electrical Subcontractor shall secure all permits and pay all fees required for his work. He shall be required to secure all other permits and pay all other fees and charges incidental to the proper carrying out of the Contract. He is to assume all responsibility regarding the observance of the rules and regulations so far as they relate to his part of the work. B. The Electrical Subcontractor shall arrange and pay for all required inspections of his work. 1.9 TEMPORARY HOOK-UPS A. The General Contractor will provide any temporary hook-ups required for the use of water or sanitary for construction purposes and testing out apparatus as specified in Section 015000. 1.10 TEMPORARY LIGHT AND POWER ELECTRICAL SECTION 260000—4 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA A. The Electrical Subcontractor shall employ only competent and experienced workmen at a regular schedule in harmony with the other tradesmen on the job. He shall also exercise care and supervision of his employees in regard to proper and expeditious laying out of his work. B. The Electrical Subcontractor shall have a Foreman or Superintendent assigned to the Project who shall be authorized to make decisions and receive instructions exactly as if the Electrical Subcontractor himself were present. The Foreman or Superintendent shall not be removed or replaced without the express approval of the Architect after construction work begins. C. The Electrical Subcontractor shall be held responsible for any injuries or damage done to the building premises or adjoining property or to other Subcontractors'work resulting from the execution of his part of the work in any manner whatsoever;and in case of dispute arising as to the extent or share of responsibility incurred by the Electrical Subcontractor, it is agreed between the Owner and the Electrical Subcontractor that such liability and extent of damage shall be finally determined by the Architect whose decision shall be final and binding on both parties to the Contract for the work in question. D. The Electrical Subcontractor shall co-operate to the fullest extent with all other trades in order to expedite the progress of the work. He shall furnish all information pertaining to his materials as to sizes, locations, and means of support, to all other trades requiring such information. The Electrical Subcontractor shall also furnish all sleeves, frames, beams, supports, inserts,etc., hereinafter specified so that the General Contractor may build them in place. In case of failure on the part of the Electrical Subcontractor to give proper information as above, he will be required to bear the extra expense involved due to such failure. E. The arrangement of all conduit, wire and cable indicated on the Drawings is diagrammatic only,and indicates the minimum requirements of this work. Conditions at the building shall determine the actual arrangement of runs,bends,offsets,etc. The Electrical Subcontractor shall lay out all his work and be responsible for the accuracy thereof. Conditions at the building shall be the determining factor for all measurements. F. All work shall be laid out and installed so as to require the least amount of cutting and patching. Drilling of all holes required for the installation of pipes, conduit, and cable runs shall be performed by the Electrical Subcontractor. G. The Electrical Subcontractor shall be responsible for the proper protection of his work and materials from injury or loss at the hands of others and shall make good such loss or injury at his own expense. All pipes left open during the progress of the work shall be capped or plugged at all times. All instruments and operating apparatus shall be protected by suitable means. H. The Electrical Subcontractor shall be responsible for all equipment and materials installed under this Section until substantial completion of the project by the Owner. I. The Electrical Subcontractor shall check the Architectural Plans and Specifications before ordering any materials and the installation of work. Any discrepancies shall be called to the attention of the Architect before proceeding with the work. 1.5 QUALITY ASSURANCE ELECTRICAL SECTION 260000—3 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA SECTION 26 00 00 ELECTRICAL PART 1 —GENERAL 1.1 INTENT A. The Subcontractor under this Section shall furnish all labor, materials, appliances and equipment necessary for completion of the electrical system,in accordance with this Section of the Specifications and applicable Drawings and subject to the terms and conditions of the Contract. 1.2 SCOPE OF WORK A. Furnish all labor, materials, plant, equipment and services necessary for and reasonably incidental to the complete installation of all electrical work specified herein and/or indicated on the drawings, including, but not limited to the following: 1. Electric, telephone, and cable TV services. 2. Multi-meter centers and meter sockets. 3. Feeders. 4. Panelboards and load centers. 5. Branch circuit wiring, conduit, and surface metal raceway. 6. Lighting Fixtures and Lamps. 7. Fire Alarm System. 8. Telephone system. 9. Cable television system. 10. Wiring Devices and Plates. 11. Disconnect switches. 12. Power Wiring to Motors and Equipment Furnished by Other Trades or Owner including Final Connections to Equipment. 13. Arrange for Inspections and Perform Tests. 14. Guarantee and Instructions. 1.3 CODES, ORDINANCES AND INSPECTIONS A. All materials and the installation thereof shall conform to the requirements of the Massachusetts State Building Code, Electrical Code, Fuel Gas and Plumbing Code and local laws, rules, regulations, and codes pertaining thereto. Where provisions of the Contract Documents conflict with any codes, rules or regulations, the latter shall govern. Where the Contract requirements are in excess of applicable codes, rules or regulations, the Contract provisions shall govern unless the Architect rules otherwise. B. The Electrical Subcontractor shall comply with the Local Code Enforcement Officials' instructions at no additional cost to the Owner. 1.4 INSTALLATION REQUIREMENTS ELECTRICAL SECTION 260000—2 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA PART1 -GENERAL...........................................................................................................................................2 1.1 INTENT....................................................................................................................................................2 1.2 SCOPE OF WORK.................................................................................................................................2 1.3 CODES, ORDINANCES AND INSPECTIONS.....................................................................................2 1. 4 INSTALLATION REQUIREMENTS .......................................................................................................2 1.5 QUALITY ASSURANCE.........................................................................................................................3 1.6 PRODUCTS ............................................................................................................................................4 1.7 SUBMITTALS..........................................................................................................................................4 1.8 PERMITS, FEES AND INSPECTIONS.................................................................................................4 1.9 TEMPORARY HOOK-UPS ....................................................................................................................4 1.10 TEMPORARY LIGHT AND POWER.....................................................................................................4 1.11 PLANS AND SPECIFICATIONS............................................................................................................5 1.12 PRODUCT HANDLING ..........................................................................................................................5 1.13 ENVIRONMENTAL CONDITIONS ........................................................................................................5 1.14 WORK CONCEALED .............................................................................................................................5 1.15 OPERATING INSTRUCTIONS..............................................................................................................6 1.16 GUARANTEE..........................................................................................................................................6 1.17 RECORD DRAWINGS ...........................................................................................................................6 1.18 ALTERNATES.........................................................................................................................................6 1.19 CUTTING AND PATCHING ...................................................................................................................6 1.20 COORDINATION OF TRADES..............................................................................................................7 PART2- MATERIALS........................................................................................................................................8 2.1 RACEWAYS............................................................................................................................................8 2.2 WIREWAYS.............................................................................................................................................8 2.3 CONDUCTORS.......................................................................................................................................8 2.4 OUTLET AND JUNCTION BOXES .......................................................................................................9 2.5 NAMEPLATES........................................................................................................................................9 2.6 WIRING DEVICES..................................................................................................................................9 2.7 LIGHTING FIXTURES..........................................................................................................................10 2.8 DISCONNECT SWITCHES..................................................................................................................10 2.9 PANELBOARDS ...................................................................................................................................11 2.10 LOAD CENTERS ..................................................................................................................................11 2.11 FIRE ALARM SYSTEMS......................................................................................................................12 2.12 PHOTOCELL.........................................................................................................................................17 2.13 ELECTRIC SERVICE ...........................................................................................................................17 2.14 TELEPHONE SYSTEM ........................................................................................................................18 2.15 CABLE TELEVISION SYSTEM ...........................................................................................................18 2.16 MULTI-METER CENTER.....................................................................................................................18 PART3- INSTALLATION................................................................................................................................19 3.1 GENERAL INSTALLATION REQUIREMENTS..................................................................................19 3.2 GROUNDING ........................................................................................................................................19 3.3 CONDUIT AND FITTINGS...................................................................................................................20 3.4 FIRE SAFING........................................................................................................................................20 3.5 LIGHTING FIXTURES..........................................................................................................................21 3.6 OUTLET AND JUNCTION BOXES .....................................................................................................21 3.7 EQUIPMENT INSTALLATION .............................................................................................................22 ELECTRICAL SECTION 260000- 1 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA 3.13 SMOKE DAMPERS A. Install smoke dampers in duct penetrations of all smoke barriers, in duct penetrations of smoke partitions where smoke can readily pass from one space to another (i.e., transfers), and in the main supply and return ducts of all air handling equipment 15,000 cfm and over, and in all elevator shaft vents. Install smoke dampers according to manufacturer's UL approved written instructions. B. Coordinate damper operation, features, accessories, power and control with fire alarm and HVAC control systems. C. Smoke barrier, smoke partition, air handling equipment shall: 1. Have damper position end switches interfaced with ATC system to indicate damper position status to HVAC control system and to provide necessary control functions and interlocks. Alarm when damper fails under normal conditions and when closed under fire alarm condition. 2. Close through a hardwire interlock upon signal from the fire alarm system and/or when associated air system fan is off by automatic or manual means. D. Elevator shaft vents shall: 2. Open through hardwire interlock upon signal from fire alarm system. E. Install duct access panels to allow access and inspection of smoke/fire damper, including fusible link replacement. F. Test and verify operation of all dampers, according to the requirements of the authority having jurisdiction. END OF SECTION HVAC 230000-60 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA A. Filters: Each air handling unit and air conditioning unit (ACU) shall be provided with three (3) extra sets of filters for each unit. One (1) set shall be installed by this Contractor after substantial completion is issued and the two (2) remaining sets shall be delivered to the Owner. B. Fan Belts: This Contractor shall provide one(1) spare fan belt for fan installed. C. Furnish a typewritten certificate confirming the above and stating the Owner designated location to which the spare parts have been delivered. Delivery of parts shall be confirmed by the Owner's representative, who shall countersign the Certificate. 3.12 FIRE SAFING A. Work Included: Provide labor, materials, and equipment necessary to complete the work including, but not limited to the following: 1. Fire safing at all penetrations through fire barriers. 2. Fire safing at all penetrations through smoke barriers. 3. Extent of fire and smoke barriers as indicated on the Architectural Drawings. 4. Fire safing at all penetrations through floors, shafts, corridor walls, stairway walls, mechanical rooms, electrical rooms, vaults, storage rooms, kitchen, machine rooms, outdoor storage rooms, and receiving rooms. B. Safing Insulation 1. Fire safing insulation shall be Thermafiber as manufactured by USG Interiors, Inc. or Architect-Engineer approved equal, 4" minimum thickness by the required full length and width, or as indicated on the Drawings. 2. Provide incidental galvanized steel clip anchors. C. Seal Compound: At "poke-through" openings, apply "Firecode" seal compound as manufactured by USG Interiors, Inc., or approved equal, over Thermafiber fire safing. D. Preparation 1. At all fire rated assemblies, prepare all penetrations for pipes. E. Application 1. Install approved fire sating insulation of proper size leaving no voids. Compress and friction fit fire safing and use attachment clips where necessary. 2. Seal completely around all openings and over the fire safing insulation with sealing compound. HVAC 230000- 59 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA the commissioning authority. 3.9 SYSTEM TESTS AND CLEAN-UP A. The entire Heating and Ventilating system shall be tested at completion of the building, and it shall be established that all controls are calibrated accurately and performing satisfactorily and that all units are heating and ventilating satisfactorily. The systems shall be checked for vibration and excessive noise and all such conditions corrected. B. At the completion of all work, all equipment on the project shall be checked and thoroughly cleaned including coils, plenums, under equipment and any and all other areas around or in equipment provided under this Section. Any filters used during construction shall be replaced with new filters during final clean-up. C. At the completion of all work, all equipment on the project shall be checked for painting damage, and any factory finished paint that has been damaged shall be repaired to match the adjacent areas. D. Any metal or especially covered areas that have been deformed shall be replaced with new material and repainted to match the adjacent areas. 3.10 IDENTIFICATION A. All piping, valves, controls and equipment on the project shall be identified as specified herein. All marks of identification shall be easily visible from the floor or usual point of vision. B. All piping shall be identified as to the service of the pipe and the normal direction of flow. The letters shall be 1" high and the flow arrows shall be at least 6" long. The letters and flow arrows shall be made by precut stencils and black oil base paint with aerosol can or snap-on, pre-printed plastic labels. Install identification in each room and, additionally, so that markers are not over 50 feet on center. C. Each valve, except runout valves, but including control valves, shall be tagged with a brass disc 1-1/2" in diameter. The disc shall contain a number, and a valve list shall be provided under glass in the Boiler Room showing the location of the valve, the service and the valve and any pertinent remarks regarding the operation of the valve. Securely fasten the discs to the valves with brass"S" hooks or chains. D. All panel mounted controls and instruments, and all equipment shall be identified by engraved nameplates mounted just under the control or instrument. The engraved nameplates shall be engraved on "Lamacoid", or approved equal plastic, which will be black and show white letters when engraved. Letters shall be 1/2" high. E. No identification shall be done until all painting required under the Architectural section of these Specifications has been accomplished. 3.11 SPARE PARTS HVAC 230000- 58 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA or proportion the airflow through each branch. Record the airflow or pressure drop through each grille after the air flow through each branch has been proportioned. Now balance each grille to the average percent of design flow. Those grilles with the lowest percent of design flow must have their balancing dampers in their maximum open position. 4. Follow steps as outlined in Article 5, paragraph b through d for the supply air systems. F. Return to site for repeat testing in presence of the commissioning authority. G. Defective Work: If inspection or tests indicate defects, such defective work or material shall be replaced or repaired as necessary and inspection an tests repeated. Repairs to piping shall be made with new material. No caulking of screwed joints or holes will be acceptable. 3.7 INSULATION A. All pipe and duct insulation shall be installed by an independent insulation contractor regularly engaged in that business. B. Insulation shall not be omitted on piping in walls nor on branches running through radiator covers. Longitudinal seams on jackets shall be located so that they are not visible from the floor. Remove all stickers from covering. C. Insulation shall be applied over clean pipe with all joints butted firmly together and sealed with butt strips. Insulation shall run through all hangers and sleeves and have an 18-gauge sheet metal saddle equal to three times the pipe diameter in length. All pipes over 2" in diameter shall be supported through insulation by fitting a protection saddle to the thickness of the insulation inside the vapor barrier jacket. D. All fittings, valves, etc. shall be insulated with the proper factory pre-cut insulation. The ends of the insulation shall be tucked snugly into the throat of the fitting and the edge adjacent to the pipe covering tufted and tucked into fully insulated pipe fitting. The one piece PVC fitting cover shall then be secured by taping the ends of the adjacent pipe covering. 3.8 EQUIPMENT INSTALLATION A. All equipment furnished under this Section shall be installed in accordance with its manufacturer's printed installation instructions, whether so shown on the drawings or not, and all labor and materials required to accomplish this shall be furnished by the HVAC Subcontractor and be included in his bid. B. Provide factory startup and commissioning of the systems and equipment where called for. C. Perform pre-functional tests and provide check list documentation of tests as required by HVAC 230000- 57 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA and return air quantities are low. 4. Select the area with the lowest pressure as referenced to atmosphere and partially close down the main return air dampers until the space attains a pressure slightly higher than the average of all floors or areas. Proceed to the next lowest pressure area, etc. Those areas with the highest pressure should have their main return air dampers in their maximum open position. 5. Record all final high and low velocity readings with all supply, return, and exhaust fans running and maintaining a constant positive building pressure. 6. Record all final fan speeds, amperes, and pressure drops, etc. for each fan and its related equipment. 7. Install, calibrate, and lock all thermostats to maintain a 74° F. space temperature. Thermostat calibration and sensitivity should cause heating elements to be in their maximum position when space temperature is 3° F. below the stat setting and fully closed a '/2 degree F. below the stat setting. Keep records of complaints and any area not able to maintain temperature within plus or minus 1-degree F. of the stat setting so that the following troubleshooting procedure may be applied. a. Recheck the thermostat for calibration and setting. b. Check the grille or diffuser inlet temperature. C. Check the control operation for full flow and positive closure. 8. If a problem exists after all previous steps have been properly executed and everything to agree with the design specifications, notify the Architect-Engineer. Any deviations from the design specifications must be made with the architect- Engineer's approval. E. Air Balancing Procedure for Exhaust Fans: 1. General Instructions: All design air quantities in general are maximum air volumes and should not be exceeded. Air measurements through exhaust air grilles should not be made until all supply fans have been air and temperature balanced. Air exhaust fan exhaust dampers must be mechanically operated from the full closure to the full open position before starting the exhaust fan. 2. All main balancing dampers and exhaust air grille dampers must be in their maximum open position before starting fan. 3. Balancing Procedures: Start exhaust fan. Check fan drive for rotation and slippage. Measure actual amperes and calculate brake horsepower using the following formula: Measured Amps x Nameplate HP BHP = Nameplate Rated Amps a. The Brake Horsepower Must Not Exceed the Nameplate Rating. b. Preliminary Air Balance: With all main return air dampers in their maximum open position and all exhaust air grille dampers wide open, measure either air flow or pressure drop through each of the grilles on a system. Adjust the main balancing dampers in each branch to equalize HVAC 230000-56 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA the branch ducts to attain the same percent of design flow through the lowest percent diffusers. Now adjust all diffuser balancing dampers to attain the average percent of design flow of all diffusers on this fan system. The balancing dampers in the most critical or lowest percent of design flow diffusers must be in their maximum open position. e. If the average percent of design flow is less than design, speed up both supply and return air fans and repeat step. f. If the average percent of design flow is above fan design, slow down both supply and return air fans and repeat step. g. Start all exhaust fans and calculate brake horsepower for each. C. Function Checking of the Systems: 1. Any equipment, filter, etc. used for temporary heating must be delivered after use in clean condition. 2. Allow all fan and exhaust systems to operate until they and their controls have been thoroughly checked, tested, and where necessary, readjusted, calibrated, and rebalanced. 3. Record the following readings on each supply and/or exhaust system. a. Nameplate amperes. b. Actual amperes. C. Nameplate horsepower. d. Calculate BHP as previously described. e. Inlet static pressure as previously described. f. Fan RPM D. Building Pressurization: 1. With all systems operating on minimum outside air and with final adjustments made on each system, close all outside doors and windows and measure and record the building pressure as compared to atmosphere on each floor and/or air in the building. On a calm day, the building pressure should average from 0.02 in. WG to 0.05 in. WG higher than atmosphere when all systems are on minimum outside fair. 2 In the event the building pressure is lower than design, recheck the suction pressure between the outside air and return air dampers and the filters. This pressure must be negative to atmosphere as outlined in Article 4. Negative building pressure indicates whether the minimum outside air quantities are low and/or the exhaust fans are running higher than design. 3. In the event the building pressure is higher than design, make sure that all exhaust fans are running and recheck the suction pressure between the outside air and return air dampers and the filters. This pressure must be negative to atmosphere as outlined in Article 4. A higher than design-building pressure indicates either the minimum outside air quantities are high and/or the exhaust HVAC 230000-55 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA system total CFM's operating static pressures at various points in the system. After all data is recorded, a final functional test of all systems will be performed to verify their operation and demonstrate to the owner the performance and operating procedures for the systems. 4. All testing and balancing measurements, adjustments and final settings shall be submitted in a report to the engineer for final approval. B. Air Balance Procedure: 1. General Instructions: The supply and return air fans should be air balanced with allowances in the fan speeds for dirty filters, damper sequencing, and building pressurization. The Temperature Control subcontractor and the Mechanical subcontractor shall work together during the entire balancing procedure. 2. Balancing Procedures: Start supply and return air fans. Set system to minimum outside air and if face and bypass dampers are installed, set to bypass condition. Check fan drive for rotation and slippage. Measure actual amperes and calculate brake horsepower using the following formula. Measured Amps x Nameplate H.P. BHP = Nameplate Rated amps. a. The Brake Horsepower must not exceed the Nameplate Rating. b. Stabilizing the Supply and Return Air Fans: Measure the suction pressure at a point between the outside air dampers in their minimum outside air position and the exhaust dampers closed. All balancing dampers in the supply and return air systems must be in their maximum open position. This suction pressure should be approximately - .4 inches to .5 inches WG. If it is much higher, look for leaks. Sequence the outside air, return air, and exhaust air dampers from minimum to maximum outside air and then back to minimum. This suction pressure must be negative to atmosphere and remain fairly constant during this cycle. With at least 20 degrees F. temperature differential between outside and return air temperatures, calculate the design mixed air temperature. C. Take several readings of the mixed air temperature in several different places in the fan discharge plenum. These readings must be taken without preheat or pre-cooling. If the average mixed air temperature is higher than design, slow down the return air fan to attain design temperature. If the average mixed air temperature is lower than design, check for excessive leakage through the maximum fresh air dampers, the face dampers, and the mixing plenum; then, speed up the return air fan. (The brake horsepower must not exceed the nameplate.). d. Preliminary Balancing: With all supply and return air balancing dampers in their maximum open position, take neck velocity, tip velocity, or any other approved method of measuring air flow through all supply diffusers and/or grilles on this fan system and record these air flows. Select the diffusers and/or grilles with the lowest percent of design flow on each of the main branch ducts and adjust the balancing dampers in each of HVAC 230000- 54 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA 3.5 CLEANING AND FLUSHING A. All water circulating systems for the project shall be thoroughly cleaned before placing in operation to rid the system of dirt, piping compound, mill scale, oil, and any and all other material foreign to the water being circulated. Clean all strainers. B. Extreme care shall be exercised during construction to prevent all dirt and other foreign matter from entering the pipe or other parts of the system. Pipe stored on the project shall have the open ends capped and equipment shall have all openings fully protected. Before erection, each piece of pipe, fitting, or valve shall be visually examined and all dirt removed. C. After system is complete, the Heating & Ventilating Subcontractor shall add trisodium phosphate in an aqueous solution to the system at the proportion of one pound per fifty gallons of water in the system. After the system is filled with this solution, the system shall be brought up to temperature and allowed to circulate for two hours. The system shall then be drained completely and refilled with fresh water. The Consulting Engineer shall be given notice of this cleaning operation and he or his representative shall be present to observe the cleaning operation, and, if he deems it necessary, the cleaning operation shall be repeated. D. After the system has been completely cleaned as specified herein, it shall be tested by litmus paper or other dependable method and shall be left on the slightly alkaline side (ph = 7.5 plus or minus). If the system is found to be still on the acid side, the cleaning by the use of trisodium phosphate shall be repeated. E. The HVAC Subcontractor shall not add any water treatment chemicals, or at any time "stop-leak" compounds to the system. 3.6 AIR FLOW BALANCE AND TESTS A. Introduction 1. The final adjustments and balancing of the air systems, and the temperature control system, shall be performed by an independent balancing contractor under the supervision of the Architect/Engineer. The Balancing Contractor shall be TABB and NEBB certified. All labor and instruments necessary to complete this work shall be provided by the balancing contractor. The temperature control manufacturer shall provide labor and technical assistance as required by the balancing contractor. 2. Prior to this final adjusting and balancing, the Subcontractor shall have thoroughly checked and tested all parts of the system for complete and proper lubrication of all parts and equipment, proper direction of rotating for equipment, control all piping, and otherwise see that all systems are mechanically and electrically complete. 3. Immediately following the completion of the adjusting and balancing of the systems, final readings shall be taken and recorded of all electrical loads for motors and heating equipment, final CFM's for all systems, fan speeds, fan HVAC 230000- 53 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA replacement, removal and servicing of equipment. Flexible connections where required to isolate movement of equipment from piping system or of piping system from equipment, shall be as specified. F. Before any part of the various piping systems is placed in operation, blow out piping with compressed air and/or water to remove all chips, scale, flush, and drain until all traces of dirt, scale and other foreign matter have disappeared. Refer to other sections for additional requirements. G. Vent all high points and drain all low points throughout the system. 3.4 PIPING SYSTEM TESTS A. All piping installed on the project, unless specifically shown otherwise, shall be hydrauli- cally tested as specified herein. The HVAC Subcontractor shall provide all equipment required to make the tests specified herein. Piping may be tested a section at a time in order to facilitate the construction. B. The HVAC Subcontractor shall fill the section of pipe to be tested with water and bring the section up to pressure with a test pump. These tests shall be conducted before any insulation is installed and any insulation installed prior to these tests shall be removed. Gauges used in the tests shall have been recently calibrated with a dead weight tester. C. Subject piping system to a hydrostatic test pressure, which at every point in the system is not less than 1.5 times the design pressure. The test pressure shall not exceed the maximum pressure for any vessel, pump, valve, or other component in the system under test. Make a check to verify that the stress due to pressure at the bottom of vertical runs does not exceed either 90% of specified minimum yield strength, or 1.7 times the "SE" value in Appendix A of ASME B31.9, Code for Pressure Piping, Building Services Piping. D. After the hydrostatic test pressure has been applied for at least 10 minutes, examine piping, joints, and connections for leakage. Eliminate leaks by tightening, repairing, or replacing components as appropriate and repeat hydrostatic test until there are no leaks. E. After system has been determined to be leak-free, the Consulting Engineer shall be notified, and the test shall be repeated in his or his representative's presence. F. When delicate control mechanisms are installed in the piping system, they shall be removed during the tests to prevent shock damage. This does not apply to control valves. G. Leaks developing subsequent to these tests shall not be repaired by mastic or other temporary means. All leaks shall be repaired by removal of the valve, fitting, joint, or section that is leaking and reinstalling new material with joints as specified herein before. HVAC 230000- 52 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA 3.2 CUTTING, PATCHING AND DRILLING A. Drilling of all holes 4" diameter and smaller required for the installation of heating and ventilating piping and equipment shall be performed by the HVAC Subcontractor. Cutting and patching of holes larger than 4" dia. shall be performed by the General Contractor in accordance with the General Conditions. All work and materials shall be installed in such a manner and at such time to keep cutting and patching to a minimum. Location for chases openings, etc. shall be checked by the HVAC Subcontractor, and error due to failure to co-ordinate work with other Divisions shall be the responsibility of the HVAC Subcontractor, who shall make the corrections as his own expense. B. Work shall include furnishing and locating inserts required before the floors and walls are built, or be responsible for the cost of cutting and patching required for pipes where sleeves and inserts were not installed, or where incorrectly located. The HVAC Subcontractor shall do all drilling required for the installation of hangers. Patching of all holes, after installation of piping or equipment shall be performed by the General Contractor. C. As the work nears completion, all pipe cutting and threading, etc. shall be done in a location approved by the Consulting Engineer. D. No pipe cutting or threading shall be done in areas where completed concrete floor slab is to remain as finished or be painted later. Should use of such an area be necessary, the HVAC Subcontractor shall cover the working area with canvas tarpaulins in an approved manner. 3.3 PIPE INSTALLATION A. All piping shall be run true and straight at proper pitch without strain and shall be firmly supported throughout. Provision for expansion and contraction shall be made with offsets or expansion loops. All pipe shall be cut off clean and threaded with sharp dies, reamed and burrs removed. B. Where screwed fittings are used, bushings shall not be used from branch connections or reducers. Connections to equipment shall be full size of tappings. Reductions in the run of pipe shall be made with eccentric or concentric reducers as required for draining and venting. C. All piping shall be run concealed throughout finished spaces either in furred spaces, shafts, chases, or above hung ceilings. D. Special care must be taken throughout the equipment rooms, vertical pipe shafts, above hung ceilings, and elsewhere throughout all floors to maintain maximum headroom and clearances for access to other equipment and to avoid conflict with electrical conduits, lighting fixtures, other piping, ducts, and equipment of other trades. E. Connections to equipment shall be made with unions or flanges to permit future HVAC 230000- 51 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA Wired Remote Controller PAR-21 MAA Item Description Air Flow Direction Air flow direction angles 100%-80%-60%-40%, Setting Swing. (Air flow direction settings depend on the unit model Weekly Scheduler ON/OFF/Temperature setting can be done up to 8 times one day in the week. The time can be set by the 1-minute interval. Operating Conditions Setpoint and room temperature. Sensing can be Display done at the remote controller or the indoor unit depending on the indoor unit dipswitch setting Liquid, discharge, indoor and outdoor pipe temperatures LEV opening pulses, sub cooling and discharge super heat Compressor Operating Conditions: Running current, frequency, input voltage, On/Off status and operating time Error When an error is currently occurring on an air conditioner unit, the afflicted unit and the error code are displayed Ventilation Equipment Up to 16 indoor units can be connected to an interlocked system that has one LOSSNAY unit. LOSSNAY items that can be set are"Hi", "Low", and "Stop". Ventilation mode switching is not available. Auto Lock Out Function Setting/releasing of simplified locking for remote control buttons can be performed. • Locking of all buttons • Locking of all buttons except ON/OFF button 9. The indoor units shall be capable of working with single-zone or multi-zone outdoor units PART 3- INSTALLATION 3.1 CLEANING AIR SYSTEMS A. No air handling units shall be run for temporary heating, ventilating, testing, or otherwise without filters in place and approval of the Owner and Architect. B. Upon completion of construction and before testing, the interior of all air handling units and plenums shall be vacuum clean to remove all construction dirt, dust, etc. before the units are turned on, and clean filters shall be installed. HVAC 230000-50 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA a. Wired Remote Controller(PAR-21 MAA) The Wired Remote Controller PAR-21MAA shall require a MAC-3971F-E MA Series Terminal Interface for communications. Interface will be mounted at the indoor unit. A two (2) conductor, stranded, 22 AWG twisted pair, jacketed, cable shall connect the MAC-3971F-E to the PAR-21 MAA wall controller. Connection shall not be polarity sensitive and controller wire shall not exceed thirty-three(33)feet(10m)length. The wired remote controller shall be approximately 5" x 5" in size and white in color with a light-green LCD display. The PAR-21 MAA shall support a selection from multiple languages (Spanish, German, Japanese, Chinese, English, Russian, Italian, or French)for display information. There shall be a built-in weekly timer with up to 8 pattern settings per day. The controller shall consist of an On/Off button, Increase/Decrease Set Temperature buttons, a Cool/Auto/Fan/Dry mode selector, a Timer Menu button, a Timer On/Off button, Set Time buttons, a Fan Speed selector, a Ventilation button, a Test Run button, and a Check Mode button. The controller shall have a built-in temperature sensor. Temperature shall be displayed in either Fahrenheit(°F) or Celsius (°C), and Temperature changes shall be by increments of 1°F (0.5°C). The PAR-21MAA shall have the capability of controlling up to a maximum of 16 systems, as a group with the same mode and set-point for all, at a maximum developed control cable distance of 1,500 feet(500 meters). The basic functions are: Wired Remote Controller PAR-21MAA Item Description Number of Units 16 units as 1 group Controllable ON/OFF Run and stop operation Operation Mode Switches between Cool/Dry/Auto/Fan/Heat. Temperature Setting Sets the setpoint temperature in the following (Range and modes range depend on connected Cool/Dry: 67°F-87°F unit model) Heat: 63°F-83°F Auto: 67°F-83°F Fan Speed Setting Hi/Mid-2/Mid-1/Low/Auto (Range and modes depend on connected unit model HVAC 230000-49 -0 1101111 mill Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA 2. The refrigerant tubing shall have inner groves for high efficiency heat exchange. 3. All tube joints shall be brazed with PhosCopper or silver alloy. 4. The coils shall be pressure tested at the factory. 5. A sloped, corrosion resistant condensate pan with drain shall be provided under the coil. 6. An optional drain pan level switch (DPLS1), designed to connect to the control board, shall be provided if required, and installed on the condensate pan to prevent condensate from overflowing. f. Electrical: 1. The indoor unit electrical power shall be 208 / 230 volts, 1- phase, 60 hertz. 2. The system shall be equipped with A-Control — a system allowing each indoor unit to be powered and controlled directly from the outdoor unit using a 14 gauge (AWG) 3-wire connection plus ground providing both primary power and integrated, by-directional, digital control signal without additional connections. 3. The indoor units shall not have any supplemental or "back-up" electrical heating elements. g. Control: 1. The unit shall have a wireless controller to perform input functions necessary to operate the system. 2. The wireless controller shall have a Power On/Off switch, Mode Selector— Cool, Dry, Heat, Auto Modes - Temperature Setting, Timer Control, Fan Speed Select and Auto Vane selector. 3. The indoor unit shall perform Self-diagnostic Function and Check Mode switching. 4. Temperature changes shall be by 1°F increments with a range of 61 - 88°F. 5. The microprocessor located in the indoor unit shall have the capability of sensing return air temperature and indoor coil temperature, receiving and processing commands from the wireless or a wired controller, providing emergency operation and controlling the outdoor unit. 6. The system shall be capable of automatically restarting and operating at the previously selected conditions when the power is restored after power interruption. 7. Control system shall control the continued operation of the air sweep louvers, as well as provide On/Off, System/Mode function. 8. The indoor unit shall have a wired wall mounted remote controller to be ordered separately. HVAC 230000-48 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA 2. The fan shall be statically and dynamically balanced and run on a motor with permanently lubricated bearing. 3. A manual adjustable guide vane shall be provided with the ability to change the airflow from side to side(left to right). 4. An integral, motorized, multi-position, horizontal air sweep flow louver shall provide for uniform air distribution, up and down. Five (5) positions plus Auto and Swing shall be provided, controlled from the remote controller. 5. The indoor fan shall operate at one of five (5) speeds: Super High, High, Medium, Low, and Quiet plus Auto Fan Mode selected from the remote controller. 6. The indoor fan shall operate at one of five (5) speeds: Super High, High, Medium, Low, and Quiet plus Auto Fan Mode for models up to 18,000 BTU/h, and four (4) speeds: Powerful, High, Medium and Low plus Auto Fan Mode for the 24,000 BTU/h model. All speeds shall be selected from the remote controller. Indoor unit sound level shall not exceed: Model /Speed Super High Medium Low Quiet High MSZ-GE06NA-8 Cooling dB(A) 43 37 30 22 19 Heating dB(A) 43 37 30 22 19 MSZ-GE09NA-8 Cooling dB(A) 43 37 30 22 19 Heating dB(A) 43 37 30 22 19 MSZ-GE12NA-8 Cooling dB(A) 45 37 30 22 19 Heating dB(A) 43 37 30 22 19 MSZ-GE15NA-8 Cooling dB(A) 49 44 38 32 26 Heating dB(A) 46 40 35 30 26 MSZ-GE18NA-8 Cooling dB(A) 49 44 38 33 28 Heating dB(A) 49 43 38 33 28 Model /Speed Powerful High Medium Low MSZ-GE24NA Cooling dB(A) 53 49 41 34 Heating dB(A) 52 49 41 32 d. Filter: 1. Return air shall be filtered by means of an easily removed, washable, Catechin, Antioxidant Pre-filter and a separate Anti- allergy blue enzyme filter—blue bellows type. e. Coil: 1. The indoor unit coil shall be of nonferrous construction with smooth plate fins on copper tubing. HVAC 230000-47 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA refrigerant accumulator. 4. The compressor will be equipped with an internal thermal overload. 5. The compressor shall be mounted to avoid the transmission of vibration. g. Electrical: 1. The unit electrical power shall be 208/230 volts, 1-phase, 60 hertz. 2. The unit shall be capable of satisfactory operation within voltage limits of 198 volts to 253 volts. 3. The outdoor unit shall be controlled by the microprocessors located in the indoor unit and in the outdoor unit communicating system status, operation, and instructions digitally over A- Control — a system directing that the indoor unit be powered directly from the outdoor unit using a 3-wire, 14 ga. AWG connection plus ground. 4. The outdoor unit shall be equipped with Pulse Amplitude Modulation (PAM) compressor inverter drive control for maximum efficiency with minimum power consumption. D. Indoor Unit Products 1. Wall Mounted MSZ-GE**NA Indoor Units: a. General: The indoor unit shall be fully factory assembled, wired and run tested prior to shipment. Contained within the indoor unit shall be all factory wiring, piping, control circuit board, fan, and fan motor. The unit shall have a self-diagnostic function, 3-minute restart time delay mechanism, an auto restart function, an emergency / test operation. Indoor unit shall be charged with dry air before shipment from factory. b. Unit Cabinet: 1. The casing shall have a white finish—Munsell 1.OY 9.2/0.2. 2. Multi directional drain and refrigerant piping, offering three (3) direction pipe alignment for all refrigerant piping and two (2) direction pipe alignment for condensate draining shall be standard. 3. There shall be a separate back plate that secures the indoor unit firmly to the wall. C. Fan: 1. The indoor unit fan shall be an assembly with a line-flow fan direct driven by a single motor. HVAC 230000-46 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA propeller type fan. 2. The condenser fan motor shall be a variable speed, direct current (DC) motor and shall have permanently lubricated bearings. 3. Fan speed shall be switch automatically according to the number of operating indoor units and the compressor operating frequency. 4. The fan motor shall be mounted with vibration isolation for quiet operation. 5. The fan shall be provided with a raised guard to prevent contact with moving parts. 6. The outdoor unit shall have horizontal discharge airflow. C. Coil: 1. The outdoor unit coil shall be of nonferrous construction with lanced or corrugated plate fins on copper tubing. 2. The coil shall be protected with an integral guard. 3. Refrigerant flow from the outdoor unit to the indoor units shall be independently controlled by means of individual electronic linear expansion valves and/or branch zone control boxes. 4. Outdoor unit shall be pre-charged with sufficient R-410a refrigerant for up to one hundred and thirty-one (131) feet of refrigerant piping. 5. Refrigerant lines between outdoor and indoor units shall be of annealed, refrigeration grade copper tubing, ARC Type, meeting ASTM B280 requirements, individually insulated in twin-tube, flexible, closed-cell, CFC-free (ozone depletion potential of zero), elastomeric material for the insulation of refrigerant pipes and tubes with thermal conductivity equal to or better than 0.27 BTU-inch/hour per Sq Ft / °F, a water vapor transmission equal to or better than 0.08 Perm-inch and superior fire ratings such that insulation will not contribute significantly to fire and up to 1" thick insulation shall have a Flame-Spread Index of less than 25 and a Smoke-development Index of less than 50 as tested by ASTM E 84 and CAN / ULC S-102. 6. All refrigerant connections between outdoor and indoor units shall be flare type. d. Compressor: 1. The compressor shall be a high performance, hermetic, inverter driven, variable speed, dual rotary type manufactured by Mitsubishi Electric Corporation. 2. The compressor motor shall be direct current (DC) type equipped with a factory supplied and installed inverter drive package. 3. The outdoor unit shall be equipped with a suction side HVAC 230000-45 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA a. Unit shall be stored and carefully handled according to the manufacturer's recommendations. b. The wireless remote controller, for the wall mounted and floor standing indoor units, shall be shipped inside the carton and packaged with the indoor unit and shall be able to withstand 105°F storage temperatures and 95% relative humidity without adverse effect. C. The wireless or wired remote controller, for the ceiling suspended, ceiling recessed and ducted indoor units shall be shipped separately. B. Warranty 1. The units shall have a manufacturer's parts and defects warranty for a period five (5) years from date of installation. The compressor shall have an extended warranty of seven (7) years from date of installation. If, during this period, any part should fail to function properly due to defects in workmanship or material, it shall be replaced or repaired at the discretion of the manufacturer. This warranty will not include labor. 2. Manufacturer shall have over 10 years of continuous experience in the U.S. market. C. Outdoor Unit Products 1. Outdoor Units: General: The MXZ-C 1-12i outdoor units shall be specifically designed to work with the MSZ-GE, family of indoor units. The outdoor unit shall be completely factory assembled, piped and wired. Each unit shall be run tested at the factory prior to shipment. a. Unit Cabinet: 1. The casing shall be fabricated of galvanized steel, Bonderized, finished with an electrostatically applied, thermally fused acrylic or polyester powder coating for corrosion protection. Assembly hardware shall be cadmium plated for weather resistance. 2. Cabinet color shall be Munsell 3Y 7.8/1.1. 3. Two (2) mild steel mounting feet, traverse mounted across the cabinet base pan, welded mount, providing four (4) slotted mounting holes shall be furnished. Assembly shall withstand lateral wind gust up to 155 MPH to meet applicable weather codes. b. Fan: 1. The unit shall be furnished with a direct drive, high performance HVAC 230000-44 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA The Backlit Simple MA Remote Controller shall require no addressing. The Backlit Simple MA Remote Controller shall connect using two-wire, stranded, non-polar control wire to TB15 connection terminal on the indoor unit. The Simple MA Remote Controller shall require cross-over wiring for grouping across indoor units. 2.14 MULTI-ZONE MULTI SPLIT INVERTER HEAT PUMP UNITS—APARTMENTS A. General 1. System Description: a. The heat pump air conditioning system shall be a Mitsubishi Electric MXZ-C H2i (Hyper Heat) variable capacity multi-zone series. Each system shall consist of four (4) slim silhouette, compact, wall mounted indoor fan coil sections with digital wireless remote controller, and/or ceiling suspended, ceiling recessed and/or low to mid profile ducted indoor units with a wired, wall mounted remote controller connected to a indoor branch box controller and then to a compact horizontal discharge outdoor unit which shall be of an inverter driven heat pump design. b. Indoor unit model numbers shall be: 1. Wall Mounted; MSZ-GE06NA-8, MSZ-GE09NA-8, MSZ- GE12NA-8, MSZ-GE15NA-8, MSZ-GE18NA-8, MSZ-GE24NA, MSZ-FE09NA-8, MSZ-FE12NA-8 and MSZ-FE18NA. C. Outdoor unit model numbers may be MXZ-4C36NAHZ (4:1) multi-zone systems. 2. Quality Assurance: a. The system components shall be tested by a Nationally Recognized Testing Laboratory(NRTL)and shall bear the ETL label. b. All wiring shall be in accordance with the National Electrical Code (N.E.C.). C. The units shall be rated in accordance with Air-conditioning Refrigeration Institute's(ARI) Standard 240 and bear the ARI Certification label. d. The units shall be manufactured in a facility registered to ISO 9001 and ISO 14001, which is a set of standards applying to product and manufacturing quality and environmental management and protection set by the International Standard Organization (ISO). e. A dry air holding charge shall be provided in the indoor section. f. System efficiency shall meet or exceed 15.0 SEER when part of a multi system (2:1 /3:1 /4:1). 3. Delivery, Storage and Handling HVAC 230000-43 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA a. This unit shall use controls provided by Mitsubishi Electric Cooling&Heating to perform functions necessary to operate the system. Please refer to Part 4 of this guide specification for details on controllers and other control options. b. The unit shall be able to control external backup heat. C. The unit shall have a factory built in receiver for wireless remote control d. Indoor unit shall compensate for the higher temperature sensed by the return air sensor compared to the temperature at level of the occupant when in HEAT mode. Disabling of compensation shall be possible for individual units to accommodate instances when compensation is not required. e. Control board shall include contacts for control of external heat source. External heat may be energized as second stage with 1.8°F — 9.0°F adjustable deadband from set point. f. Indoor unit shall include no less than four(4) digital inputs capable of being used for customizable control strategies. g. Indoor unit shall include no less than three (3) digital outputs capable of being used for customizable control strategies. h. Manufacturer to provide drain pan level sensor powered by a 20-year life lithium battery. Sensor shall require no external power for operation and shall have an audible indication of low battery condition. i. The drain pan sensor shall provide protection against drain pan overflow by sensing a high condensate level in the drain pan. Should this occur the control shuts down the indoor unit before an overflow can occur.A thermistor error code will be produced should the sensor activate indicating a fault which must be resolved before the unit re-starts. E.. Backlit Simple MA Remote Controller(PAC-YT53CRAU) The Backlit Simple MA Remote Controller (PAC-YT53CRAU) shall be capable of controlling up to 16 indoor units (defined as 1 group). The Backlit Simple MA Remote Controller shall be compact in size, approximately 3" x 5" and have limited user functionality. The Backlit Simple MA supports temperature display selection of Fahrenheit or Celsius. The Backlit Simple MA Remote Controller shall allow the user to change on/off, mode (cool, heat, auto (R2/WR2-Series only), dry, setback (R2/WR2- Series only) and fan), temperature setting, and fan speed setting and airflow direction. The Backlit Simple MA Remote Controller shall be able to limit the set temperature range from the Backlit Simple MA. The Backlit Simple MA Remote controller shall be capable of night setback control with upper and lower set temperature settings. The room temperature shall be sensed at either the Backlit Simple MA Remote Controller or the Indoor Unit dependent on the indoor unit dipswitch setting. The Backlit Simple MA Remote Controller shall display a four-digit error code in the event of system abnormality/error. The Backlit Simple MA Remote Controller shall only be used in same group with Wireless MA Remote Controllers (PAR-FL32MA-E / PAR-FA32MA-E) or with other Backlit Simple MA Remote Controllers (PAC-YT53CRAU), with up to two remote controllers per group. HVAC 230000-42 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA expansion device, control circuit board and fan motor. The unit shall have a self-diagnostic function, 3-minute time delay mechanism, an auto restart function, and a test run switch. Indoor unit and refrigerant pipes shall be charged with dehydrated air before shipment from the factory. 3. Unit Cabinet: a. All casings, regardless of model size, shall have the same white finish b. Multi directional drain and refrigerant piping offering four (4) directions for refrigerant piping and two (2) directions for draining shall be standard. C. There shall be a separate back plate which secures the unit firmly to the wall. 4. Fan: a. The indoor fan shall be an assembly with one or two line-flow fan(s) direct driven by a single motor. b. The indoor fan shall be statically and dynamically balanced to run on a motor with permanently lubricated bearings. C. A manual adjustable guide vane shall be provided with the ability to change the airflow from side to side(left to right). d. A motorized air sweep louver shall provide an automatic change in airflow by directing the air up and down to provide uniform air distribution. 5. Filter: a. Return air shall be filtered by means of an easily removable,washable filter. 6. Coil: a. The indoor coil shall be of nonferrous construction with smooth plate fins on copper tubing. b. The tubing shall have inner grooves for high efficiency heat exchange. C. All tube joints shall be brazed with phos-copper or silver alloy. d. The coils shall be pressure tested at the factory. e. A condensate pan and drain shall be provided under the coil. f. Both refrigerant lines to the PKFY indoor units shall be insulated. 7. Electrical: a. The unit electrical power shall be 208/230 volts, 1-phase, 60 hertz. b. The system shall be capable of satisfactory operation within voltage limits of 187-228 volts(208V/60Hz)or 207-253 volts(230V/6OHz) 8. Controls: HVAC 230000-41 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA f. The outdoor unit shall have horizontal discharge airflow. 4. Refrigerant a. R41 OA refrigerant shall be required for all S-Series outdoor unit systems. 5. Coil: a. The outdoor coil shall be of nonferrous construction with lanced or corrugated fins on copper tubing. b. The coil fins will have a factory applied corrosion resistant blue-fin finish. C. The coil shall be protected with an integral metal guard. d. Refrigerant flow from the outdoor unit shall be controlled by means of an inverter driven compressor. 6. Compressor: a. The compressor shall be a single high performance, inverter driven, modulating capacity scroll compressor. b. The outdoor unit compressor shall have an inverter to modulate capacity. The capacity shall be completely variable down to 33% of rated capacity for the PUMY-P36NHMU (-BS), 25% for the PUMY-P48NHMU (-BS). 22% for the PUMY-P60NKMU(-BS). C. The compressor shall be equipped with an internal thermal overload. d. The compressor shall be mounted to avoid the transmission of vibration. 7. Electrical: a. The outdoor unit electrical power shall be 208/230 volts, 1-phase, 60 hertz. b. The unit shall be capable of satisfactory operation within voltage limitations of 187-228 volts(208V/60Hz)or 207-253 volts(230V/60Hz) C. The outdoor unit shall be controlled by integral microprocessors. d. The control circuit between the indoor units and the outdoor unit shall be 24VDC completed using a 2-conductor, twisted pair, non-polar shielded D. Indoor Unit 1. General: The PKFY shall be a wall-mounted indoor unit section and shall have a modulating linear expansion device and a flat front. The PKFY shall be used with the R2-Series outdoor unit and BC Controller, Y-Series outdoor unit, or S-Series outdoor unit. The PKFY shall support individual control using M-NET DDC controllers. 2. Indoor Unit The indoor unit shall be factory assembled, wired and run tested. Contained within the unit shall be all factory wiring, piping, electronic modulating linear HVAC 230000-40 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA 1. General: The PUMY outdoor units shall be equipped with multiple circuit boards that interface to the M-NET controls system and shall perform all functions necessary for operation. The outdoor unit shall be completely factory assembled, piped and wired. Each unit shall be run tested at the factory. a. The sum of connected capacity of all CITY MULTI indoor units shall range from 50%to 130%of outdoor rated capacity. b. Outdoor unit shall have a sound rating no higher than 59 dB(A). C. Both refrigerant lines from the outdoor unit to indoor units shall be individually insulated. d. The outdoor unit shall have an accumulator with refrigerant level sensors and controls. e. The outdoor unit shall have a high pressure safety switch, low pressure safety switch and over-current protection and DC bus protection. f. The outdoor unit shall have the ability to operate with a maximum height difference of 98 feet for the PUMY-P36NHMU (-BS)& PUMY-P48NHMU (- BS)and 164 feet for the PUMY-P60NKMU(-BS)and have a total refrigerant tubing length of 393 feet for the PUMY-P36NHMU (-BS) & PUMY- P48NHMU (-BS)and 492 feet for the PUMY-P60NKMU (-BS). The greatest length is not to exceed 262 feet between the outdoor unit and the CITY MULTI indoor units and shall not require line size changes nor traps. g. The outdoor unit shall have rated performance for heat operation at 0°F for the PUMY-P36NHMU (-BS) & PUMY-P48NHMU (-BS) and -4°F for the PUMY-P60NKMU (-BS)ambient temperature without additional low ambient controls. h. The outdoor unit shall be capable of cooling operation down to 23°F outdoor ambient without additional low ambient controls. i. The outdoor unit shall have a high efficiency oil separator plus additional logic controls to ensure adequate oil volume in the compressor is maintained. 2. Unit Cabinet: a. The casing shall be fabricated of galvanized steel, bonderized and finished with a powder coated baked enamel. 3. Fan: a. The unit shall be furnished with two direct drive,variable speed motors. b. The fans will be forward curved type blades for quiet operation. C. The fan motor shall have inherent protection, have permanently lubricated bearings, and be completely variable speed. d. The fan motor shall be mounted for quiet operation. e. The fan shall be provided with a raised guard to prevent contact with moving parts. HVAC 230000 - 39 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA d. System shall provide direct and reverse-acting on and off algorithms based on an input condition or group conditions to cycle a binary output or multiple binary outputs. e. Provide capability for future system expansion to include monitoring and use of occupant card access, lighting control and general equipment control. f. System shall be capable of email generation for remote alarm annunciation. g. Control system start-up shall be a required service to be completed by the manufacturer or a duly authorized, competent representative that has been factory trained in Mitsubishi controls system configuration and operation. The representative shall provide proof of certification for Mitsubishi CMCN Essentials Training and/or CMCN Hands-On Training indicating successful completion of no more than two (2) years prior to system installation. This certification shall be included as part of the equipment and/or controls submittals. This service shall be equipment and system count dependent and shall be a minimum of one (1) eight (8) hour period to be completed during normal working hours. B Warranty 1. The units shall be covered by the manufacturer's limited warranty for a period of one (1)year from date of installation. If the systems are: a. designed by a certified CITY MULTI Diamond Designer, b. installed by a contractor that has successfully completed the Mitsubishi Electric three day service course,AND C. verified with a completed commissioning report submitted to and approved by the Mitsubishi Electric Service Department, then the units shall be covered by an extended manufacturer's limited warranty for a period of five (5) years from date of installation. In addition the compressor shall have a manufacturer's limited warranty for a period of seven (7) years from date of installation. If, during this period,any part should fail to function properly due to defects in workmanship or material, it shall be replaced or repaired at the discretion of the manufacturer. This warranty shall not include labor. 2. Manufacturer shall have a minimum of twenty-nine years of HVAC experience in the U.S. market. 3. All manufacturer technical and service manuals must be readily available for download by any local contractor should emergency service be required. Registering and sign-in requirements which may delay emergency service reference are not allowed. 4. The CITY MULTI VRF system shall be installed by a contractor with extensive CITY MULTI install and service training. The mandatory contractor service and install training should be performed by the manufacturer. C. S-Series Outdoor Unit HVAC 230000-38 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA b. Daikin AC. 2. System Description The variable capacity, heat pump air conditioning system shall be a Mitsubishi Electric CITY MULTI VRF(Variable Refrigerant Flow)zoning system. The S-Series system shall consist of the PUMY outdoor unit, multiple CITY MULTI indoor units, and M-NET DDC(Direct Digital Controls). The PUMY outdoor unit shall be a horizontal discharge, 208/230 volt, single-phase unit. Each CITY MULTI indoor unit or group of CITY MULTI indoor units shall be independently controlled. 3. Quality assurance a. The units shall be listed by Electrical Testing Laboratories (ETL) and bear the ETL label. b. All wiring shall be in accordance with the National Electrical Code (N.E.C.). C. The units shall be manufactured in a facility registered to ISO 9001 and ISO14001 which is a set of standards applying to environmental protection set by the International Standard Organization (ISO). d. All units must meet or exceed the 2010 Federal minimum efficiency requirements and the proposed ASHRAE 90.1 efficiency requirements for VRF systems. Efficiency shall be published in accordance with the DOE alternative test procedure, which is based on the Air-Conditioning, Heating, and Refrigeration Institute(AHRI)Standards 340/360, 1230 and ISO Standard 13256-1. e. A full charge of R-410A for the condensing unit only shall be provided in the condensing unit. 4. Delivery, storage and handling a. Unit shall be stored and handled according to the manufacturer's recommendation. 5. Controls a. The control system shall consist of a low voltage communication network of unitary built-in controllers with on-board communications and a web-based operator interface. A web controller with a network interface card shall gather data from this system and generate web pages accessible through a conventional web browser on each PC connected to the network. Operators shall be able to perform all normal operator functions through the web browser interface. b. System controls and control components shall be installed in accordance with the manufacturer's written installation instructions. C. Furnish energy conservation features such as optimal start, night setback, request-based logic, and demand level adjustment of overall system capacity as specified in the sequence. HVAC 230000- 37 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA a. All piping less than 2-1/2 in. in diameter except those listed below. b. All gas piping and medical gas piping less than 1 in. I.D. C. All piping in boiler and mechanical equipment rooms less than 1-1/4 in. I.D. d. All clevis or trapeze supported piping suspended from hanger rods where the point of attachment is less than the 12 in. in length from the structure to the structural connection of the clevis or trapeze. e. All PVC and fiberglass suspended waste or vent pipe 6 in. in diameter and smaller. 2. Ductwork: a. Rectangular, square or oval ducts less than 6 sq. ft. in cross sectional area. b. Round duct less than 28 in. in diameter. C. Duct supported by hanger rods where the point of attachment is less than 12 in. in length from the structure to the structural connection of the duct work. R. Suspended Equipment: 1. VAV boxes and fan powered equipment weighing less than 50 lbs. and rigidly connected to the supply side of the duct system and supported with a minimum of 4 hanger rods. S. Schedules: Vibration Isolation and/or Seismic Restraint Equipment Schedule Specification Static Deflection ERV Units 10, 12, 19 .75 in. Condensing Units 1 & 19 Heat Pump Units 3 Electric Heaters 3 In-Line Fans 10, 12, 19 .75 in. 2.13 VRV SYSTEM MULTI SPLIT HEAT PUMP UNITS—COMMON AREAS A. VRV System Heat Pump Unit 1. Manufacturers: Provide products by one of the following: a. Mitsubishi Electronics America, Inc.; HVAC Division. HVAC 230000- 36 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA shield and clamp assembly in Zones 2B, 3 and 4 shall be braced as in sections 3.02.C.2 and 3. For Zones 0, 1 and 2A, 2 band clamps may be used with reduced spacings of 1/2 of those listed in sections 3.02.C2 and 3. N. Vibration Isolation of Ductwork: 1. All discharge runs for a distance of 50' from the connected equipment shall be isolated from the building structure by means of Specification 10 hangers or Specification 5 floor isolators. Spring deflection shall be a minimum 0.75 in. 2. All duct runs having air velocity of 1000 fpm or more shall be isolated from the building structure by Specification 11 hangers or 5 floor supports. Spring deflection shall be a minimum of 0.75 in. O. Seismic Restraint of Ductwork: 1. Seismically restrain all duct work with Specification 12 or 13 restraints as listed below: a. Restrain rectangular ducts with cross sectional area of 6 sq. ft. or larger. b. Restrain round ducts with diameters of 28 in. or larger. C. Restrain flat oval ducts the same way as rectangular ducts of the same nominal size. 2. Transverse restraints shall occur at 30' intervals or at both ends of the duct run if less than the specified interval. Transverse restraints shall be installed at each duct turn and at each end of a duct run. 3. Longitudinal restraints shall occur at 60' intervals with at least one restraint per duct run. Transverse restraints for one duct section connected perpendicular to it if the restraints are installed within 4' of the intersection of the ducts and if the restraints are sized for the larger duct. Duct joints shall conform to SMACNA duct construction standards. 4. The ductwork must be reinforced at the restraint locations. Reinforcement shall consist of an additional angle on top of the ductwork that is attached to the support hanger rods. Ductwork is to be attached to both upper angle and lower trapeze. 5. A group of ducts may be combined in a larger frame so that the combined weights and dimensions of the ducts are less than or equal to the maximum weight and dimensions of the duct for which bracing details are selected. 6. Walls, including gypsum board non bearing partitions, which have ducts running through them may replace a typical transverse brace. Provide channel framing around ducts and solid blocking between the duct and frame. P. All mechanical equipment shall be vibration isolated and seismically restrained as per the schedules in paragraph S of this Specification. Q. Seismic Restraint Exclusions: 1. Piping: HVAC 230000- 35 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA equipment will have the same static deflection as specified for the mountings under the connected equipment. If piping is connected to equipment located in basements and hangs from ceilings under occupied spaces the first three hangers shall have 0.75 in. deflection for pipe sizes up to and including 3 in., 1- 1/2 in. deflection for pipe sizes up to and including 6 in., and 2-1/2 in. deflection thereafter. Hangers shall be located as close to the overhead structure as practical. Where piping connects to mechanical equipment install Specification 23 flexible piping connection or Specification 24 stainless steel hoses is 23 is not suitable for the service. 2. Riser Isolation: Risers shall be suspended from Specification 10 hangers or supported by Specification 5 mountings, anchored with Specification 25 anchors, and guided with Specification 26 sliding guides. Steel springs shall be a minimum of 0.75 in. except in those expansion locations where additional deflection is required to limit load changes to ± 25% of the initial load. Submittals must include riser diagrams and calculations showing anticipated expansion and contraction at each support point, initial and final changes and seismic loads. Submittal data shall include certification that the riser system has been examined for excessive stresses and that none will exist in the proposed design. M. Seismic Restraint of Piping: 1. Seismically restrain all piping listed as a, b or c below. Use Specification 12 cables if isolated. Specification 12 or 13 restraints may be used on unisolated piping. a. Fuel oil piping, gas piping, medical gas piping, and compressed air piping that is 1 in boiler rooms, mechanical equipment (fan) rooms, and refrigeration equipment rooms that is 1-1/4 in. I.D. and larger. b. All other piping 2-1/2 in. diameter and larger. 2. Transverse piping restraints shall be at 40' maximum spacing for all pipe sizes, except where lesser spacing is required to limit anchorage loads. 3. Longitudinal restraints shall be at 80' maximum spacing for all pipe sizes, except where lesser spacing is required to limit anchorage loads. 4. Where thermal expansion is a consideration, guides and anchors may be used as transverse and longitudinal restraints provided they have a capacity equal to or greater than the restraint loads in addition to the loads induced by expansion or contraction. 5. For fuel oil and all gas piping transverse restraints must be at 20-ft. maximum and longitudinal restraints at 40-ft. maximum spacing. 6. Transverse restraint for one (1) pipe section may also act as a longitudinal restraint for a pipe section of the same size connected perpendicular to it if the restraint is installed within allowable limits at longer distances. 7. Hold down clamps must be used to attach pipe to all trapeze members before applying restraints in a manner similar to clevis supports. 8. Branch lines may not be used to restrain main lines. 9. Cast-iron pipe of all types, glass pipe and any other pipes joined with a four band HVAC 230000-34 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA equipment selection, prior to installation. Corrective work necessitated by discrepancies after installation shall be at the responsible Contractor's expense. 8. Correct, at no additional cost, all installations which are deemed defective in workmanship and materials at the Contractor's expense. 9. Overstressing of the building structure must not occur because of overhead support of equipment. Contractor must submit loads to the structural engineer of record for approval. Generally bracing may occur from: a. Flanges of structural beams. b. Upper truss cords in bar joist construction. C. Cast in place inserts or wedge type drill-in concrete anchors. 10. Specification 12 cable restraints shall be installed slightly slack to avoid short circuiting the isolated suspended equipment, piping or conduit. 11. Specification 12 cable assemblies are installed taut on non-isolated systems. Specification 13 seismic solid braces may be used in place of cables on rigidly attached systems only. 12. At locations where Specification 12 or 13 restraints are located, the support rods must be braced when necessary to accept compressive loads with Specification 14 braces. 13. At all locations where Specification 12 or 13 restraints are located, the support rods must be braced when necessary to accept compressive loads with Specification 14 braces. 14. Drill-in concrete anchors for ceiling and wall installation shall be Specification type 18, and Specification type 19 female wedge type for floor mounted equipment. 15. Vibration isolation manufacturer shall furnish integral structural steel bases as required. Independent steel rails are not permitted on this project. 16. Hand built elastomeric expansion joints may be used when pipe sizes exceed 24 in. or specified movements exceed Specification 23 capabilities. 17. Where piping passes through walls, floors or ceilings the vibration isolation manufacturer shall provide Specification 27 wall seals. 18. Air handling equipment and centrifugal fans shall be protected against excessive displacement which results from high air throughst in relation to the equipment weight. Horizontal throughst restraint shall be Specification type 28 (see selection guide). 19. Locate isolation hangers as near to the overhead support structure as possible. L. Vibration Isolation of Piping: 1. Horizontal Pipe Isolation: The first three (3) pipe hangers in the main lines near the mechanical equipment shall be as described in Specification 11. Specification 11 hangers must also be used in all transverse braced isolated locations. Brace hanger rods with SRC clamps Specification 14. Horizontal runs in all other locations throughout the building shall be isolated by hangers as described in Specification 10. Floor supported piping shall rest on isolators as described in Specification 6. Heat exchangers and expansion tanks are considered part of the piping run. The first three (3) isolators from the isolated HVAC 230000- 33 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA separated by a minimum 1/2 in. thickness of 60 durometer neoprene. The height of the guides shall be preset with a shear pin to allow vertical motion due to pipe expansion or contraction. Shear pin shall be removable and reinsertable to allow for selection of pipe movement. Guides shall be capable of ±1-5/8 in. motion, or to meet location requirements. Pipe guides shall be Type VSG as manufactured by Mason Industries, Inc. 26. Split Wall Seals consists of two bolted pipe halves with minimum 3/4 in. thick neoprene sponge bonded to the inner faces. The seal shall be tightened around the pipe to eliminate clearance between the inner sponge face and the piping. Concrete may be packed around the seal to make it integral with the floor, wall, or ceiling if the seal is not already in place around the pipe prior to the construction of the building member. Seals shall project a minimum of 1 in. past either face of the wall. Where temperatures exceed 240 dig. F, 10 lb. density fiberglass may be used in lieu of the sponge. Seals shall be Type SWS as manufactured by Mason Industries, Inc. 27. The horizontal throughst restraint shall consist of a spring element in series with a neoprene molded cup as described in Specification 5 with the same deflection as specified for the mountings or hangers. The spring element shall be designed so it can be preset for throughst at the factory and adjusted in the field to allow for a maximum of 1/4 in. movement at start and stop. The assembly shall be furnished with one (1) rod and angle brackets for attachment to both the equipment and the duct work or the equipment and structure. Horizontal restraints shall be attached at the centerline of throughst and symmetrical on either side of the unit. Horizontal throughst restraints shall be Type WBI/WBD as manufactured by Mason Industries, Inc. K. Execution—General 1. All vibration isolators and seismic restraint systems must be installed in strict accordance with the manufacturer's written instruction and all certified submittal data. 2. Installation of vibration isolators and seismic restraints must not cause any change of position of equipment, piping or duct work resulting in stresses or misalignment. 3. No rigid connections between equipment and the building structure shall be made that degrades the noise and vibration control system herein specified 4. The Contractor shall not install any equipment, piping, duct or conduit which makes rigid connections with the building unless isolation is not specified. "Building" includes, but is not limited to, slabs, beams, columns, studs and walls. 5. Coordinate work with other trades to avoid rigid contact with the building. 6. Any conflicts with other trades which will result in rigid contact with equipment or piping due to inadequate space or other unforeseen conditions should be brought to the architects/engineers attention prior to installation. Corrective work necessitated by conflicts after installation shall be at the responsible Contractor's expense. 7. Bring to the architects/engineers attention any discrepancies between the Specifications and the field conditions or changes required due to specific HVAC 230000- 32 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA ring between spheres to maintain shape and complete with split ductile iron or steel flanges with hooked or similar interlocks. Sizes 16 in. to 24 in. may be single sphere. Sizes 3/4 in. to 1-1/2 in. may have threaded bolted flange assemblies, one sphere and cable retention. 14 in. and smaller connectors shall be rated at 250 psi up to 190° F with a uniform drop in allowable pressure to 190 psi at 250° F. 16 in. and larger connectors are rated 180 psi at 190° F and 135 psi at 250° F. Safety factors to burst and flange pullout shall be a minimum of 3/1. All joints must have permanent markings verifying a 5 minute factory test at twice the rated pressure. Concentric reducers to the above Specifications may be substituted for equal ended expansion joints. Pipe connectors shall be installed in piping gaps equal to the length of the expansion joints under pressure. Control rods need only be used in unanchored piping locations where the manufacturer determines the installation exceeds the pressure requirement without control rods, as control rods are not desirable in seismic work. If control rods are used, they must have 1/2 in. thick Neoprene washer bushings large enough in area to take the throughst at 1000 psi maximum on the washer area. Expansion joints shall be installed on the equipment side of the shut off valves. Submittals shall include two (2) test reports by independent consultants showing minimum reductions of 20 DB in vibration accelerations and 10 DB in sound pressure levels at typical blade passage frequencies on this or a similar product by the same manufacturer. All expansion joints shall be installed on the equipment side of the shut off valves. Expansion joints shall be SAFEFLEX SFDEJ, SFEJ, SFDCR or SFU and Control Rods CR as manufactured by Mason Industries, Inc 23. Flexible stainless steel hose shall have stainless steel braid and carbon steel fittings. Sizes 3 in. and larger shall be flanged. Smaller sizes shall have male nipples. Minimum lengths shall be as tabulated: Flanged Male Nipples 3x14 10x261/2x9 1-1/2x 13 4x15 12x283/4x10 2x14 5x19 14x301x11 2-1/2x18 6x20 16x321/4x12 Hoses shall be installed on the equipment side of the shut-off valves horizontally and parallel to the equipment shafts wherever possible. Hoses shall be Type BSS as manufactured by Mason Industries, Inc. 24. All-directional acoustical pipe anchor, consisting of two sizes of steel tubing separated by a minimum 1/2 in. thick 60 durometer neoprene. Vertical restraint shall be provided by similar material arranged to prevent vertical travel in either direction. Allowable loads on the isolation material should not exceed 500 psi and the design shall be balanced for equal resistance in any direction. All- directional anchors shall be Type ADA as manufactured by Mason Industries, Inc. 25. Pipe guides shall consist of a telescopic arrangement of two sizes of steel tubing HVAC 230000- 31 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA Z-1011 as manufactured by Mason Industries, Inc. 18. Stud wedge anchors shall be manufactured from full diameter wire, not from undersized wire that is "rolled up" to create the thread. The stud anchor shall also have a safety shoulder which fully supports the wedge ring under load. The stud anchors shall have an evaluation report number from the I.C.B.O. Evaluation Service, Inc. verifying its allowable loads. Drill-in stud edge anchors shall be Type SAS as manufactured by Mason Industries, Inc. 19. Female wedge anchors are preferred in floor locations so isolators or equipment can be slid into place after the anchors are installed. Anchors shall be manufactured from full diameter wire, and shall have a safety shoulder to fully support the wedge ring under load. Female wedge anchors shall have an evaluation report number from I.C.B.O. Evaluation Service, Inc. verifying to its allowable loads. Drill-in female wedge anchors shall be Type SAB as manufactured by Mason Industries, Inc. 20. Vibration isolation manufacturer shall furnish rectangular steel concrete pouring forms for floating and inertia foundations. Bases for split case pumps shall be large enough to provide for suction and discharge of elbows. Bases shall be a minimum of 1/12 of the longest dimension of the base but not less than 6in. The base depth need not exceed 12 in. unless specifically recommended by the base manufacturer for mass or rigidity. Forms shall include minimum concrete reinforcing consisting of 1/2 in. bars welded in place on 6 in. centers running both ways in a layer 1-1/2 in. above the bottom. Forms shall be furnished with steel templates to hold the anchor bolt sleeves and anchors while concrete is being poured. Height saving brackets shall be employed in all mounting locations to maintain a 1 in. clearance below the base. Wooden formed bases leaving a concrete rather than a steel finish are not acceptable. Base shall be Type BMK o K as manufactured by Mason Industries, Inc. 21. Curb mounted rooftop equipment shall be mounted on spring isolation curbs. The lower member shall consist of a sheet metal Z section containing adjustable and removable steel springs that support the upper floating section. The upper frame must provide continuous support for the equipment and must be captive so as to resiliently resist wind and seismic forces. All directional neoprene snubber bushings shall be a minimum of 1/4 in. thick. Steel springs shall be laterally stable and rest on 1/4 in. thick neoprene acoustical pads. Hardware must be plated and the springs provided with a rust resistant finish. The curbs waterproofing shall consist of a continuous galvanized flexible counter flashing nailed over the lower curbs waterproofing and joined at the corners by EPDM bellows. All spring locations shall have access ports with removable waterproof covers. Lower curbs shall have provision for 2 in. of insulation. The roof curbs shall be built to seismically contain the rooftop unit. The unit must be solidly fastened to the top floating rail, and the lower Z section anchored to the roof structure. Curb shall have anchorage pre-approval "R" from OSHPD in the State of California attesting to the maximum certified horizontal and vertical load ratings. Curb shall be Type RSC as manufactured by Mason Industries, Inc. 22. Flexible spherical piping connectors shall employ peroxide cured EPDM in the covers, liners and Dacron tire cord frictioning. Solid steel rings shall be used within the raised face rubber ends to prevent pullout. Flexible cable bead wire is not acceptable. Sizes 2 in. and larger shall have two spheres reinforced with a HVAC 230000-30 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA proper cable engagement. Cables must not be allowed to bend across sharp edges. Cable assemblies shall have an Anchorage Pre-approval "R" Number from OSHPD in the State of California verifying the maximum certified load ratings. Cable assemblies shall be Type SCB at the ceiling and at the clevis bolt, SCBH between the hanger rod nut and the clevis or SCBV if clamped to a beam all as manufactured by Mason Industries, Inc 13. Seismic solid braces shall consist of steel angles or channels to resist seismic loads with a minimum safety factor of 2 and arranged to provide all directional restraint. Seismic solid brace end connectors shall be steel assemblies that swivel to the final installation angle and utilize two through bolts to provide proper attachment. Seismic solid brace assembly shall have anchorage pre- approval "R" Number from OSHPD in the state of California verifying the maximum certified load ratings. Solid seismic brace assemblies shall be Type SSB as manufactured by Mason Industries, Inc. 14. Steel angles, sized to pre-vent buckling, shall be clamped to pipe or equipment rods utilizing a minimum of three ductile iron clamps at each restraint location when required. Welding of support rods is not acceptable. Rod clamp assemblies shall have an Anchorage Pre-approval "R" Number from OSHPD in the State of California. Rod clamp assemblies shall be Type SRC as manufactured by Mason Industries, Inc. 15. Pipe clevis cross bolt braces are required in all restraint locations. They shall be special purpose performed channels deep enough to be held in place by bolts passing over the cross bolt. Clevis cross braces shall have an Anchorage Pre- approval "R"Number from OSHPD in the State of California. Clevis cross brace shall be Type CCB as manufactured by Mason Industries, Inc. 16. All-directional seismic snubbers shall consist of interlocking steel members restrained by a one-piece molded neoprene bushing of bridge bearing neoprene. Bushing shall be replaceable and a minimum of 1/4 in. thick. Rated loadings shall not exceed 1000 psi. A minimum air gap of 1/8 in. shall be incorporated in the snubber design in all directions before contact is made between the rigid and resilient surfaces. Snubber end caps shall be removable t allow inspection of internal clearances. Neoprene bushings shall be rotated to insure no short circuits exist before systems are activated. Snubbers shall have an Anchorage Pre-approval "R" Number from OSHPD in the State of California verifying the maximum certified horizontal and vertical load ratings. Snubber shall be Type Z-1225 as manufactured by Mason Industries, Inc. 17. All directional seismic snubbers shall consist of interlocking steel members restrained by shock absorbent rubber materials compounded to bridge bearing Specifications. Elastomeric materials shall be replaceable and a minimum of 3/4 in. thick. Rated loadings shall not exceed 1000 psi. Snubbers shall be manufactured with air gap between hard and resilient material of nor less than1/8 in. nor more than 1/4 in. Snubbers shall be installed with factory set clearances. The capacity of the seismic snubber at 3/8 in. deflection shall be equal or greater than the load assigned to the mounting grouping controlled by the snubber multiplied by the applicable "G" force. Submittals shall include the load deflection in the x, y and z planes. Snubbers shall have an anchorage pre- approval "R"Number from OSHPD in the State of California verifying the maximum certified horizontal and vertical load ratings. Snubbers shall be series HVAC 230000- 29 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA vertically and allow a maximum if 1/4 in. travel in all directions before contacting the resilient snubbing collars. Mountings shall have an Anchorage Pre-approval "R" Number from OSHPD in the State of California verifying the maximum certified horizontal and vertical load ratings. Mountings shall be SSLFH as manufactured by Mason Industries, Inc. 8. Air Springs shall be manufactured with upper and lower steel sections connected by a replaceable flexible nylon reinforced neoprene element. Air spring configuration shall be multiple bellows to achieve a maximum natural frequency of 3 Hz. Air Springs shall be designed for a burst pressure that is a minimum of three times the published maximum operating pressure. All air spring systems shall be connected to either the building control air or a supplementary air supply and equipped with three (3) leveling valves to maintain leveling within plus or minus 1/8in. Submittals shall include natural frequency, load, and damping tests performed by an independent lab or acoustician. Air Springs shall be Type MT and leveling valves Type LV as manufactured by Mason Industries, Inc. 9. Restrained air spring mountings shall have a MT air spring as described in Specification 8, within a rigid housing that includes vertical limit stops to prevent air spring extension when weight is removed. The housing shall serve as blocking during erection. A steel spacer shall be removed after adjustment. Installed and operating heights are equal. A minimum clearance of 1.2 in. shall be maintained around restraining bolts and between the housing and the air spring action. Limit stops shall be out of contact during normal operation. Housing shall be designed to resist all seismic forces. Mountings shall be SLR- MT as manufactured by Mason Industries, Inc. 10. Hangers shall consist of rigid steel frames containing minimum 1-1/4 in. thick neoprene elements at the top and a steel spring with general characteristics as in Specification 5 seated in a steel washer reinforced neoprene cup on the bottom. The neoprene element and the cup shall have neoprene bushings projecting through the steel box. To maintain stability the boxes shall not be articulated as clevis hangers or the neoprene element stacked on top of the spring. Spring diameters and hanger box lower hole sizes shall be large enough to permit the hanger rod to swing through a 30° arc from side to side before contacting the rod bushing and short circuiting the spring. Submittals shall include a hanger Drawing showing the W capability. Hangers shall . be Type 30N as manufactured by Mason Industries, Inc. 11. Hangers shall be as described in 10, but they shall be pre-compressed and locked at the rated deflection by means of a resilient seismic upstop to keep the piping or equipment at a fixed elevation during installation. The hangers shall be designed with a release mechanism to free the spring after the installation is complete and the hanger is subjected to its full load. Deflection shall be clearly indicated by means of a scale. Submittals shall include a Drawing of the hanger showing the 30 degree capability. Hangers shall be Type PC30N as manufactured by Mason Industries, Inc. 12. Seismic Cable Restraints shall consist of galvanized steel aircraft cables sized to resist seismic loads with a minimum safety factor of two (2) and arranged to provide all-directional restraint. Cable end connections shall be steel assemblies that swivel to final installation angle and utilize two (2) clamping bolts to provide HVAC 230000-28 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA manufactured by Mason Industries, Inc. 2. Bridge-bearing neoprene mountings shall have a minimum static deflection of 0.2 in. and all directional seismic capability. The mount shall consist of a ductile iron casting containing two separated and opposing molded neoprene elements. The elements shall prevent the central threaded sleeve and attachment bolt from contacting the casting during normal operation. The shock absorbing neoprene materials shall be compounded to bridge-bearing Specifications. Mountings shall have an Anchorage Pre-approval "R" Number from OSHPD in the State of California verifying the maximum certified horizontal and vertical load ratings. Mountings shall be Type BR as manufactured by Mason Industries, Inc 3. Sheet metal panels shall be bolted to the walls or supporting structure by assemblies consisting of a neoprene bushing cushioned between 2 steel sleeves. The outer sleeve prevents the sheet metal from cutting into the neoprene. Enlarge panel holes as required. Neoprene elements pass over the bushing to cushion the back panel horizontally. A steel disc covers the inside neoprene element and the inner steel sleeve is elongated to act as a stop so tightening the anchor bolts does not interfere with panel isolation in three (3) planes. Bushing assemblies can be applied to the ends of steel cross members where applicable. All assemblies shall be Type PB as manufactured by Mason Industries, Inc. 4. A one piece molded bridge bearing neoprene washer/bushing. The bushing shall surround the anchor bolt and have a flat face to avoid metal to metal contact. Neoprene bushings shall be Type HG as manufactured by Mason Industries, Inc 5. Spring isolators shall be free standing, laterally stable without any housing, and complete with a molded neoprene cup or 1/4 in. neoprene acoustical friction pad between the baseplate and the support. All mountings shall have leveling bolts that must be rigidly bolted to the equipment. Spring diameters shall be no less than 0.8 if the compressed height of the spring at rated load. Springs shall have a minimum additional travel to solid equal to 50% of the rated deflection. Submittals shall include spring diameters, deflection, compressed spring height and solid spring height. Mountings shall be Type SLF as manufactured by Mason Industries, Inc. 6. Restrained spring mountings shall have an SLF mounting as described in Specification 5, within a rigid housing that includes vertical limit stops to prevent spring extension when weight is removed. The housing shall serve as blocking during erection. A steel spacer shall be removed after adjustment. Installed and operating heights are equal. A minimum clearance of 1/2 in. shall be maintained around restraining bolts and between the housing and the spring so as not to interfere with the spring action. Limit stops shall be out of contact during normal operation. Since housings will be bolted or welded in position there must be an internal isolation pad. Housing shall be designed to resist all seismic forces. Mountings shall have Anchorage Pre-approval "R" Number from OSHPD in the state of California certifying the maximum certified horizontal and vertical load ratings. Mountings shall be SLR as manufactured by Mason Industries, Inc. 7. Spring mountings as in Specification 5 built into a ductile iron or steel housing to provide all directional seismic snubbing. The snubber shall be adjustable HVAC 230000-27 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA specified. 3. Attachments: a. Contractor shall supply restraint attachment plates cast into housekeeping pads, concrete inserts, double-sided beam clamps, etc. in accordance with the requirements of the vibration vendor's calculations. H. Seismic Force Levels The following force levels will be used on this project. Minimum "G" Forces Equal to or Exceeding uilding Code Listed in E. Building "G" Force "G" Force "G" Force "G" Force For Code for all pipes, Duct & for Rigidity for Flexibility Life Safety Conduit Mounted Mounted Equipment Either Equipment Equipment Rigidity or Flexibility Mounted Zone Horiz. Vert. Horiz. Vert. Horiz. Vert. Horiz. Vert. UBC BOCA .25 .08 0.4 0.15 0.1 0.15 0.6 0.2 SBCCI I. Product Intent: 1. All vibration isolators and seismic restraints described in this section shall be the product of a single manufacturer. Mason Industry's products are the basis of these Specifications; products of other manufacturers are acceptable provided their systems strictly comply with the Specifications and have the approval of the specifying engineer. Submittals and certification sheets shall be in accordance with Section D. 2. For the purposes of this project, failure is defined as the discontinuance of any attachment point between equipment or structure, vertical permanent deformation greater than 1/8 in. and/or horizontal permanent deformation greater than 1/4 in J. Product Description: Vibration Isolators and Seismic Restraints: 1. Two (2) layers of 3/4 in. thick neoprene pad consisting of 2 in. square waffle modules separated horizontally by a 16-gauge galvanized shim. Load distribution plates shall be used as required. Pads shall be Type Super "W" as HVAC 230000-26 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA loads, and capacity of materials utilized for connections to equipment and structure. Analysis must detail anchoring methods, bolt diameter, embedment, and/or welded length. All seismic restraint devices shall be designed to accept, without failure, the forces detailed in Section H acting through the equipment center of gravity. Overturning moments may exceed forces at ground level. E. Code and Standards Requirements: 1. Typical Applicable Codes and Standards- most recent or enforced code: a. Massachusetts State Building Code. b. BOCA National Mechanical Code. C. N F PA 90A. F. Manufacturer's Responsibility: 1. Manufacturer of vibration isolation and seismic control equipment shall have the following responsibilities: a. Determine vibration isolation and seismic restraint sizes and locations. b. Provide vibration isolation and seismic restraints as scheduled or specified. C. Provide calculations and materials if required for restraint of un-isolated equipment. d. Provide installation instructions, drawings, and trained field supervision to insure proper installation and performance. G. Related Work: 1. Housekeeping Pads: a. Housekeeping pad reinforcement and monolithic pad attachment to the structure details and design shall be prepares by the restraint vendor if not already indicated on the Drawings. b. Housekeeping pads shall be coordinated with restraint vendor and sized to provide a minimum edge distance of ten (10) bolt diameters all around the outermost anchor bolt to allow development of full drill-in wedge anchor ratings. If cast-in anchors are to be used, the housekeeping pads shall be sized to accommodate the ACI requirements for bolt coverage and embedment. 2. Supplementary Support Steel a. Contractor shall supply supplementary support steel for all equipment, piping, ductwork, etc. including roof mounted equipment, as required or HVAC 230000- 25 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA 1. The manufacturer of vibration isolation and seismic restraints shall provide submittals for products as follows: a. Descriptive Data: (1) Catalog cuts or data sheets on vibration isolators and specific restraints detailing compliance with the Specification. (2) Detailed schedules of flexible and rigidly mounted equipment, showing vibration isolators and seismic restraints by referencing numbered descriptive Drawings. b. Shop Drawings: (1) Submit fabrication details for equipment bases including dimensions, structural member sizes and support point locations. (2) Provide all details of suspension and support for ceiling hung equipment. (3) Where walls, floors, slabs or supplementary steel work are used for seismic restraint locations, details of acceptable attachment methods for ducts, conduit and pipe must be included and approved before the condition is accepted for installation. Restraint manufacturer's submittals must include spacing, static loads and seismic loads at all attachment and support points. (4) Provide specific details of seismic restraints and anchors; include number, size, and locations for each piece of equipment. C. Seismic Certification and Analysis: (1) Seismic restraint calculations must be provided for all connections of equipment to the structure. Calculations must be stamped by a registered professional engineer with at least five years of seismic design experience, licensed in the state of the job location. (2) All restraining devices shall have a pre-approval number from California OSHPD or some other recognized government agency showing maximum restraint ratings. Pre-approvals based on independent testing are preferred to approvals based on calculations. Where pre-approved devices are not available, submittals based on independent testing are preferred. Calculations (including the combining of tensile and shear loadings) to support seismic restraint designs must be stamped by a registered professional engineer with at least five years of seismic design experience and licensed in the state of the job location. Testing and calculations must include both shear and tensile loads as well as one test or analysis at 450 to the weakest mode (3) Analysis must indicate calculated dead loads, static seismic HVAC 230000-24 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA 8. All mechanical systems: Equipment buried underground is excluded but entry of services through the foundation wall is included. Equipment referred to below is typical. (Equipment not listed is still included in this Specification) AC Units Ductwork Electrical Panels Fans(all types) Heat Exchangers Bus Ducts Motor Control Ctrs. Piping Unit Heaters Condensing Units C. Definitions: 1. Life Safety Systems a. All systems involved with fire protection including sprinkler piping, fire pumps, jockey pumps, fire pump control panels, service water supply piping, water tanks, fire dampers and smoke systems b. All systems involved with and/or connected to emergency power supply including all generators, transfer switches, transformers, a C. All medical and life support systems. d. Fresh air relief systems on emergency control sequence including air handlers, conduit, duct, dampers, etc. e. All life safety equipment has an asterisk on the equipment schedule. 2. Positive Attachment: a. A positive attachment is defined as a cast-in anchor, a drill-in wedge anchor, a double-sided beam clamp loaded perpendicular to a beam, or a welded or bolted connection to structure. Single sided "C" type beam clamps for support rods of overhead piping, ductwork, or any other equipment are not acceptable on this project as seismic anchor points. 3. Transverse Bracing: a. Restraint(s) applied to limit motion perpendicular to the centerline of the pipe, duct, or conduit. 4. Longitudinal Bracing a. Restraint(s) applied to limit motion parallel to the centerline of the pipe, duct, or conduit. D. Manufacturer's Data: HVAC 230000- 23 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA shall activate the unit on rise in basement space relative humidity above 60% (adj). The exhaust and intake ducts at wall louvers shall have motorized dampers which shall be energized upon HRV activation and closed when unit is off. Furnish all controllers, thermostats, devices, and wiring as required. 4. Stair electric fan forced wall heater shall be controlled via manufacturer's integral thermostat. The mechanical room electric unit heater shall be controlled by wall mounted thermostat furnished with the unit. 5. Dwelling Unit HRV's: Units shall be controlled by manufacturers Altitude wall mounted digital controllers, one in each bathroom. Controllers provide manual on mode with two speed settings, programmable mode, recirculation mode, or 20,30,or 40 minute cycle per hour mode. 2.12 VIBRATION AND SEISMIC CONTROL A. Intent: 1. All mechanical equipment, piping and ductwork as noted on the equipment schedule or in the Specification shall be mounted on vibration isolators and with flexible connections to prevent the transmission of vibration and mechanically transmitted sound to the building structure. Vibration isolators shall be selected in accordance with the weight distribution so as to produce reasonably uniform deflections. 2. All isolators and isolation materials shall be of the same manufacturer and shall be certified by the manufacturer. 3. It is the intent of the seismic portion of Specification to keep all mechanical building system components in place during a seismic event. 4. All such systems must be installed in strict accordance with seismic codes, component manufacturer's, and building construction standards. Whenever a conflict occurs between the manufacturers or construction standards, the most stringent shall apply. 5. This Specification is considered to be minimum requirements for seismic consideration and is not intended as a substitute for legislated, more stringent, national, state or local construction requirements (i.e. California Title 24, California OSHPD, Canadian Building Codes, or other requirements. 6. The Contractor shall correct any variance or non-compliance with these Specification requirements in an approved manner. 7. Seismic restraints shall be designed in accordance with seismic force levels as detailed in Section H. B. The work in this Section includes, but is not limited to, the following: 1. Vibration isolation for piping, ductwork and equipment. 2. Equipment isolation bases. 3. Flexible piping connections. 4. Seismic restraints for isolated equipment. 5. Seismic restraints for non-isolated equipment. 6. Certification of seismic restraint designs and installation supervision. 7. Certification of seismic attachment of housekeeping pads. HVAC 230000-22 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA 3. The adjustment procedure shall include the following steps: a. Preliminary set up and calibration per Specifications and Shop Drawings. b. Physical checkout of all components for completeness and accuracy, simultaneously with mechanical system balancing. C. Review of system with Engineer. d. Functional test for Owner's benefit, instruction, and acceptance. e. Not less than 30 or more than 60 days after systems have been in full operation, review problems with Owner, recheck all adjustments, and recalibrate as required. 4. The Control Manufacturer shall provide a complete instructional manual covering the function and operation of all control and management system components on the job, which shall include a trouble-shooting and operating procedure. This manual shall be furnished to the Owner's operating personnel and shall show the total integrated control system. Competent technicians shall be provided for instruction purposes. The Control Manufacturer shall furnish schematic systems control diagrams to be delivered to the Owner on AutoCAD disks. 5. Control and management systems shall neither be considered complete nor acceptable until all conditions of the Sequence of Operation have been attained, all temperatures are maintained within specified limits of all operating conditions, and all systems damper leakage of controlled within specified limits. 6. Contractor shall cooperate with the commissioning authority to full extent necessary including return trips. E. Service and Guarantee: 1. The complete installation, including all equipment, shall be guaranteed free from defects in workmanship and material for a period of 12 months from date of acceptance in writing by the Owner. Provide at no cost to the Owner, all necessary service, adjusting, and checking during the 12 month guarantee period. 2. During warranty period, the HVAC Contractor shall update and implement all latest revisions of software offered by the Contractor that applies to this Project. F. Control Systems and Sequences 1. Dwelling units split system heat pumps: These systems shall be controlled by manufacturers microprocessors located in the indoor and outdoor units via commands from the infrared remote controller. Furnish wiring and interlock between indoor units, outdoor unit, and remote controller units as recommended by unit manufacturer. 2. The Common Space multi-zone split heat pump system shall also include an intelligent touch advanced multi-zone controller to allow central control of all zones with simplified wired controllers in each individual zone. Furnish all required wiring. 3. The basement HRV unit shall be controlled via space mounted humidistat, which HVAC 230000- 21 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA final approval. The Contractor shall deliver three(3)sets of "as-built" Drawings, and one(1) CADD disk of these Drawings. C. Wiring: All temperature control wiring will be installed and terminated by the HVAC Contractor. Control wiring shall be as follows: 1. All circuits which are activated or deactivated by temperature control system components, such as, but not limited to, PE's and high and low limit protective devices. 2. All circuits which activate or deactivate temperature control system components, such as solenoid air valve. 3. All temperature control panel wiring to terminal strips and field wiring from terminal strips to field mounted devices. 4. All wiring to the "Auto" side of hand-off auto switches on units being controlled by the HVAC Contractor. 5. Wiring of all electro-mechanical devices required to be located on or in temperature control panels. 6. All wiring to the temperature control panels shall be by the HVAC subcontractor from sources provided by the Electrical Contractor specifically for that purpose. 7. All wiring shall comply with national, state, and local electrical codes. All power wiring will be installed and terminated by the Electrical Contractor. Power wiring shall be defined as follows: a. Wiring of all devices and circuits carrying voltages greater than 120 volt (except for power to the temperature control panels). b. Wiring of power feeds to disconnects, starters, and electric motors. C. Wiring of 120V AC power feeds to all temperature control panels where required. d. Installation of and wiring of line power to fused disconnects for each air compressor. e. Power wiring to 120V single phase motors. f. Wiring from disconnects to compressor motor starters and from compressor motor starters to compressor motor. D. Adjustment and Calibration: 1. On completion of the job, the ATC Contractor shall completely calibrate, test, and adjust, ready for use, all electronic controls, thermostats, valves, damper motors, and relays provided under his contract and be present for functional tests on systems. 2. Before the Engineer is asked to witness the functional tests, the entire control and management system must be complete, controls calibrated. The controlled devices will be physically inspected and checked to assure that these terminal devices are, in fact, under proper control and working smoothly over their entire range of operation. HVAC 230000-20 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA shall be Karp type DSC-211 "Universal" (12" x 12"). Fire rating of access panel shall match the fire rating of wall/ceiling/floor it is installed in. 2.11 AUTOMATIC TEMPERATURE CONTROL A. Scope of Work 1. All temperature control work shall be performed by this Contractor. 2. The Contractor shall furnish and install all necessary wiring, equipment and software as defined in this specification. 3. All material and equipment used shall be standard components, regularly manufactured and available and not custom designed especially for this project. All systems and components, except site specific software, shall have previously been thoroughly tested and proven in actual use prior to installation on this project. 4. The system, upon completion of the installation and prior to acceptance of the project, shall perform all operating functions as detailed in this Specification. 5. Codes and Regulations. All electrical equipment and material and its installation shall conform to the current requirements of the following authorities: a. Occupational Safety and Health Act(OSHA) b. National Electric Code(NEC) C. National Fire Code d. Uniform Building Code e. Uniform Mechanical Code f. Uniform Plumbing Code g. UL916 h. Note: Where two or more codes conflict, the most restrictive shall apply. Nothing in these plans and specifications shall be construed to permit work not conforming to applicable codes. B. Submittals, Documentation and Acceptance 1. Shop Drawings. A minimum of six (6) copies of Shop Drawings shall be submitted and shall consist of a complete list of equipment and materials, including manufacturer's descriptive and technical literature, catalog cuts, and installation instructions. Shop Drawings shall also contain complete wiring, routing, schematic diagrams, tag number of devices, software descriptions, calculations, and any other details required to demonstrate that the system will function properly. Drawings shall show proposed layout and installation of all equipment and the relationship to other parts of the work. 2. Shop Drawings shall be approved by the Engineer and the Owner's before any equipment is installed. Therefore, Shop Drawings must be submitted in time for review so that all installations can be completed per the project's completion schedule. 3. All Drawings shall be reviewed after the final system checkout and updated or corrected to provide "as-built" Drawings to show exact installation. The system will not be considered complete until the "as-built" Drawings have received their HVAC 230000- 19 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA A. General 1. Reference is made to specifications of recognized authorities to establish quality. Latest editions of their publications at time of bidding shall be in force. 2. All piping shall have manufacturer's name or trademark rolled into each and every length of pipe. 3. All threads for screwed joints shall be National Taper Pipe Thread conforming to ANSI B2.1-1968. 4. Qualify welding procedures, welders and operators in accordance with ASME 831.1, or ASME 831.9, as applicable, for shop and project site welding of piping work. B. Application 1. Refrigerant: Type ACR copper, wrought copper fittings, AWS class Bag1 silver solder or as called for in equipment manufacturer's instructions. Buried refrigerant piping shall be installed within a 4" Schedule 40 PVC pipe sleeve. 2. Condensate drains: Type L copper for all condensate drain piping in garage level, copper or PVC for all other. C. Materials 1. ACR Copper Tube: ASTM B280. 2. Equipment manufacturer's REFNET joints, fittings, and manifolds shall be used for refrigerant piping. 3. Wrought-Copper Solder-Joint Fittings: ANSI B16.22. 4. Cast-Copper Solder-Joint Drainage Fittings: ANSI B16.23. 5. Wrought-Copper Solder-Joint Drainage Fittings: ANSI 816.29. 6. Red Brass Pipe: ASTM B43. 7. Cast-Bronze Threaded Fittings: ANSI B16.15. 8. Welding Materials: Except as otherwise indicated, provide welding materials as determined by Installer to comply with installation requirements. Comply with Section ll, Part C, ASME Boiler and Pressure Vessel Code for welding materials. 9. Soldering Materials: Except as otherwise indicated, provide soldering materials as determined by Installer to comply with installation requirements. 10. Brazing Materials: Except as otherwise indicated, provide brazing materials as determined by Installer to comply with installation requirements. Comply with SFA 5.8, Section Il, ASME Boiler and Pressure Vessel Code for brazing filler metal materials. 11. Gaskets for Flanged Joints: ANSI B16.21; full-faced for cast-iron flanges; raised-face for steel flanges, unless otherwise indicated. 2.10 ACCESS PANELS A. Furnish and install access panels at all valves, volume dampers, etc. installed above plastered ceilings, in walls, and all other non-accessible spaces. Access panels in plastered ceilings shall be Karp Type DSC-214 PL (12" x 12"); access panels in walls HVAC 230000- 18 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA B. Pipe Insulation: Piping in all locations shall be insulated. 1. All insulation including covering shall be fire resistant and fire retardant and shall have a flame spread rating not exceeding 25, smoke developed rating not exceeding 50, all complying with NFPA 225 and/or U.L. 723. Adhesives used for applying and sealing jackets shall also conform to these same fire retardant and smoke ratings. 2. On exposed insulation, all longitudinal seams shall be kept at the top of the pipe and circumferential joints shall be kept to a minimum. Raw ends of insulation shall be concealed by neatly folding in the ends of the jackets. Fittings, valve bodies, and flanges shall be furnished with the same jacket materials used on adjoining insulation. 3. Covering shall not be applied until all parts of the work have been tested by the Contractor and approved by the Engineer. 4. A vapor barrier shall be installed on all new hot water, condensate drains and make-up water piping. It shall be applied in accordance with the manufacturer's instructions to maintain the integrity of the vapor barrier. 5. Attention is called for to the fact that on all refrigerant piping and condensate drain piping, oversized pipe hangers shall be furnished and pipe insulation shall be applied continuous along the pipe passing inside the hanger. 6. All refrigerant piping and condensate drain piping shall be insulated with Armaflex Armacell elastomer pipe insulation, or approved equal. The insulation shall have an average thermal conductivity not to exceed .25 BTU in. per sq. ft. per F. per hour at a mean temperature of 75 degrees F. Thickness of the insulation shall be as scheduled below. The insulation shall be applied over clean dry pipe with all joints firmly together. Provide UV protection outdoors. C. Pipe Insulation thickness shall be as follows: Minimum Pipe Insulation Required: 1. Interior Refrigerant Suction and Gas Piping: a. All sizes: 1 1/2 in. thickness 2. Exterior Refrigerant Suction and Gas Piping: a. All sizes: 1-1/2 in. thickness with aluminum jacket b. Piping in buried conduit: 1/2 in. thickness 3. Condensate drain piping: a. All sizes: 1/2 in. thickness b. Basement piping all sizes: 1 in. thickness 2.9 PIPE AND FITTINGS HVAC 230000- 17 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA B. Louvers shall be installed straight and plumb and caulked(or sealed)around entire perimeter. 2.6 PIPE SLEEVES A. Standard IPS steel or wrought iron sleeves shall be provided wherever exposed pipes pass through masonry walls or partitions. Pipe sleeves are to be two pipe sizes larger than line size. Insulated piping sleeves shall be sized to allow insulation to pass through the sleeve without gouging. 2.7 HANGERS A. Hangers shall be as manufactured by Grinnell Company, Carpenter & Paterson, Fee & Mason, or equal. B. For all pipe 2-1/2" and larger- Grinnell Figure No. 20, at 10' intervals C. For all other suspended piping - Grinnell Figure 70 at 6' intervals for tubing 1-1/4" or less, 10' intervals for piping at 1-1/2"and larger. D. All hangers directly in contact with non-ferrous pipe or tubing shall be copper plated or plastic coated. E. Hangers or supports shall be placed within 1' of each horizontal elbow. Vertical runs of pipe not over 5' in length shall be supported on hangers placed not over 12" from the elbow on the connecting horizontal run. F. Install Figure 167 insulation shield between hanger and insulation on all piping; hangers to be installed outside pipe insulation. G. Vertical risers shall be supported with Grinnell Figure CT-121C plastic coated riser clamp; to be installed immediately below a coupling. 2.8 INSULATION A. Duct Insulation: Ducting shall be insulated as follows. 1. All new air supply, return, and exhaust air ducts shall be insulated. Insulation shall be 1-1/2 in. thick, 1 pound density glass fiber (flexible) duct insulation with factory applied reinforced aluminum foil jacket equal to Manville Type FSK. Secure to duct with Benjamin Foster No. 85-20 adhesive. Lap jacket 2 in. at all seams and secure flaps with staples and adhesive to provide complete vapor barrier. In addition, this concealed duct insulation shall be tied 18 in. o.c. with 18 gauge aluminum or copper wire where ducts exceed 24 in. in width. 2. All outdoor air ducting shall be insulated with 2" thick, 1 pound density glass fiber duct wrap as described above. Seal at joints to maintain vapor barrier. HVAC 230000- 16 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA B. Colors and finishes of registers, grilles & and diffusers shall be as selected by the Architect from the manufacturer's standard finishes, unless otherwise indicated. C. Diffusers schedule is based on Titus. Price and Krueger are approved equals. D. Schedule: 1. Return and Exhaust Registers (CRR, TER & CER): Titus model 350FL, aluminum louver type exhaust/return register, 35 degree louvers, %" blade spacing, border as required and opposed blade damper. 2. Supply diffusers (CD): Titus Model TDCA steel adjustable registers with opposed blade damper. 2.4 ENERGY RECOVERY VENTILATORS (ERV) A. Energy recovery ventilators shall be as manufactured by Venmar or equal by Zehnder, Lifebreath, or Fantech. B. The energy recovery core shall be a polymerized paper fixed plate cross-flow heat exchanger capable of transferring sensible and latent energy between air streams. No drains are required. The defrosting system shall be accomplished via recirculation of air into the house, preventing negative pressure or backdrafts. Unit shall be Listed under UL 1812 Standard for Ducted Air to Air Heat exchangers. The unit must pass commercial flammability requirements and shall not be labeled "For Residential Use Only".The ERV shall be protected by a 5- year warranty on all parts, including the energy recovery core. B. Unit cabinet shall be arranged for vertical mounting with top mounted duct ports With integral pressure taps and balancing dampers to allow for quick balancing and measuring air flow. Filters shall be MERV 7 for each air stream. Unit housing shall have expanded polystyrene insulation. C. Supply and exhaust blower motors shall be electronically commutated, thermally protected and class B insulated. Motors shall have four speed settings and two, high and low, speed controls. D. Dwelling unit energy recovery ventilators shall be furnished with manufacturers Altitude controllers, one for each bathroom, wired in parallel. 2.5 LOUVERS A. All louvers shall be furnished and installed by the HVAC contractor. Where called for on the plans, new louvers shall be extruded aluminum construction, equal to Ruskin Mfg. Co. model no. ELF375DX with box frame, 4" deep, 6063T5 extruded aluminum construction, drainable blades, 3/4'aluminum bird screen, and Kynar 500 finish in a custom color to be selected by the Architect. HVAC 230000- 15 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA R. Install duct-type smoke detectors furnished by the Electrical Subcontractor. Refer to drawings for quantities and locations. S. ROUND DUCT 1. Unless otherwise noted, all round ducts shall be constructed per SMACNA's Duct Construction Standards(+2.0 in W.G. for aluminum)duct gages as follows: Diameter(inches) Galvanized Aluminum Duct Fittings Duct Fittings 3-14 26 24 20 20 16-26 24 22 20 20 28-36 22 20 16 16 38-50 20 20 14 14 2. Duct seams shall be snap lock, pipe lock, or spiral for longitudinal seams and slip or lap type for transverse joints. All joints sealed per 2.1.M 3. Fitting shall have a nail thickness not less than listed in 2.1.S.1 4. Elbows shall be either stamped or segmented. Adjustable fittings are not acceptable. Center line radius equal to 1.5 diameters and minimum of 4 meters/segments. 5. Where shown and at all divided airflow branches, volume dampers with locking quadrant shall be installed. 2.2 DUCTWORK SHOP DRAWINGS A. Layout and details shall clearly indicate compliance with the above Specifications. Any variations in design details, fittings, or accessory items for which approval is requested shall be specifically marked on the Drawings, as shall any major variations from the Drawing (minor variations are assumed to be field conditions). Drawings for fan room shall be at 3/8 in. = 1 ft. 0 in. scale. Contractor shall generate ductwork shop drawings from a clean set of Architectural backgrounds. Electronic ductwork drawings will not be made available to the Contractors. B. The Drawings shall not be submitted to the Architect for approval until the ductwork has been coordinated with all other trades. The Sheet Metal Subcontractor shall assume the responsibility for and bear the cost of any alterations required after approval because of inaccurate shop drawings or lack of proper coordination, and also for any changes in sheet metal erected prior to approval of shop drawings. 2.3 REGISTERS, GRILLES AND DIFFUSERS A. Registers, grilles and diffusers shall be sizes as shown on the drawings. Wall mounted registers shall have sponge rubber gaskets at perimeter of frame. Volume dampers shall be allen key operated. All units shall be installed with face bars parallel to floor or nearest wall. HVAC 230000- 14 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA a. Comply with requirements in Division 15 Section "Motors." b. Permanent-Split-Capacitor or Shaded-Pole Motors: With oil-immersed and sealed gear trains. C. Spring-Return Motors: Equip with an integral spiral-spring mechanism. Enclose entire spring mechanism in a removable housing designed for service or adjustments. Size for running torque rating of 150 in. x Ibf and breakaway torque rating of 150 in. x Ibf. d. Outdoor Motors and Motors in Outside-Air Intakes: Equip with O-ring gaskets designed to make motors weatherproof. Equip motors with internal heaters to permit normal operation at minus 40 deg F. e. Electrical Connection: Voltage as required, field coordinated with fire alarm and HVAC control systems. 7. Leakage Classification: Classified and labeled Class I or II leakage at 250 deg F suitable for system application. Class I for engineered smoke control and/or evacuation systems, Class II for smoke isolation of air handling unit and of smoke barrier duct penetrations. 8. Fail Safe Position: Power open and fail closed for smoke isolation of air handling units, smoke barrier duct penetrations, and smoke partition transfers. Power closed/fail open for elevator shaft vents. For engineered smoke control and/or evacuation systems, power open/fail closed or power closed/fail open suitable for fail safe operation recommended by manufacturer and approved by authority having jurisdiction for system application and operation. 9. Accessories: a. End Switches: Two damper end switches, open and closed position, for damper position status and control function interfaces for each damper, contacts rated for field coordinated voltage with fire alarm and HVAC control systems. b. Resettable Heat Responsive Device and Override Control: For combination fire and smoke dampers in engineered smoke control, a primary electric temperature sensor(165 deg F) and a secondary fusible link (350 deg F). Electric sensor shall be factory installed and wired to terminal point, ready for field wiring of remote override control switch. P. Install duct liner where noted on the drawings. a. Duct lining shall be shop installed by the Sheet Metal Subcontractor. Material shall be 1" nominal thickness, 3-pound density, non-combustible glass fiber with UL approved neoprene coating on air side. b. Insulation shall be applied with 100% adhesive coverage, plus stick clips on all sides of duct, 24" on center in direction of air flow, 12" to 18" on center at right angles to air flow. Coat leading edge of each insulation section with adhesive. C. Lining shall be Certainteed No. 300"Ultralite", or equal. Q. Where called for on drawings, final connections to diffusers and registers shall be made with flexible ductwork, UL listed, Class 1. To be Thermaflex S-LP-10 for exhaust/return, M-KA for supply, or equal. Joints shall be sealed with duct tape and Thermaflex duct straps. Connection to rigid ductwork shall be made with spun conical taps. HVAC 230000- 13 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA latches shall be used. Doors located in insulated ducts shall be furnished with extended frames to serve as a stop for insulation. Insulate doors located in insulated ductwork. All doors shall be gasketed. Door shall be 10" by 12" minimum except where limited by duct width and shall be larger where necessary for access to fire damper fusible links or other devices. J. Hangers for all rectangular ducts 4 sq. ft. in area or above shall be round bar type fastened to 1-1/4"x 1-1/4"x 1/8"angles under the ducts. Ducts less than 4 sq. ft. in area shall be hung with black 1" x 1/16" strap iron, bent 1" under bottom side of the duct and fastened to the duct with sheet metal screws, using not less than two screws per side and as many more so that they are not greater than 6" centers. K. Hangers are to be placed on not greater than 8'-0" centers or closer where required so that the ductwork can support the weight of a man at any point. L. Wherever sound insulation lining is called for, the sheet metal duct size shown on the Drawings must be increased to provide the clear inside dimensions or cross sectional area shown on the Drawings. M. Duct joint sealing, reinforcing, flanges, etc. for rectangular sheet metal ducts shall be based on maintaining airtight ducts at 2" WG Maximum static pressure with maximum leakage of 5% of total fan capacity; 1/2 of 1% for round and oval ducts. All joints in ductwork shall be sealed with U.L. classified United Duct Sealer, or equal. N. Duct systems shall have sufficient volume dampers, whether or not shown, to control and adjust the total volume of each system, each zone, in each branch and at each diffuser or grille. Volume dampers shall be of the butterfly type with 18-gauge galvanized iron blade. All dampers shall be equipped with Duro-Dyne Type UNXLD locking quadrant. All dampers shall be provided with damper bearings on each end of shaft mounted on a 2" x 3" x 1/8" plate held to duct with sheet metal screws. Maximum width of single blades shall be 14". Splitter dampers shall not be used. O. Smoke and Combination Fire and Smoke Dampers 1. Manufacturers: Air Balance, Inc., American Warming and Ventilating, Greenheck, Prefco Products, Inc., Ruskin Company, National Controlled Air or approved equal. 2. General Description: Labeled according to UL 555S. Combination fire and smoke dampers shall be labeled according to UL 555 for 1-1/2 or 3 hour rating. Coordinate all features with fire alarm and HVAC control systems, including interface with the fire alarm system, power and control wiring requirements. See Division 15 HVAC control sections for requirements and sequence of operations. 3. Fusible Links for Combination Dampers Only: Replaceable, 212 deg F rated, unless otherwise noted. 4. Frame and Blades: 0.064-inch-thick, galvanized sheet steel. 5. Mounting Sleeve: Factory-installed, 0.052-inch- thick, galvanized sheet steel; length to suit wall or floor application. 6. Damper Motors: Modulating and two-position action required for operation. HVAC 230000- 12 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA B. All sheet metal ducts shall be constructed of galvanized steel sheet of bend forming quality, 2" pressure class, except as follows: 1. Ductwork for clothes dryer vents shall be aluminum. 2. Elevator machine room ventilation sleeve shall be 16 gauge continuously welded black steel with 3/8"wire mesh screen on each side. C. Duct construction shall be in accordance with best practices and latest ASHRAE or SMACNA requirements for metal gauges, joints, reinforcing, and supports. All exposed ductwork shall be constructed and hung to provide a neat, smooth, finished appearance. Cadmium plated sheet metal screws shall be used on all exposed ductwork. Ducts shall be free from thumping or rattling when fans are turned on or off. D. Duct sizes shall be strictly followed and no changes in shape or dimensions shall be made by the HVAC Subcontractor without first obtaining approval from the Architect, except that duct shall be offset as required to clear structural members and to co- ordinate with other trades and any duct changes must meet the latest ASHRAE and SMACNA standards. E. The center line radius of all duct elbows where shown on the Drawings shall be at least one and one-half times the width of the duct. Where building conditions do not allow for this radius or where square turns are shown, manufactured double walled duct turns equal to Aero-Dyne or Tuttle & Bailey shall be used in the supply or exhaust air ducts and "Sonotru" acoustical attenuating turns as manufactured by South Control Products Co. shall be used in any air ducts where acoustical insulation is included. F. Duct sections V-6" wide or less shall be butted together and jointed with flat drive cleats 2-1/8"wide. Top and bottom cleats shall be cut flush with duct and side cleats bent over to make a tight joint. Standing bar slips as specified for ducts over 18" may be used at the HVAC Subcontractor's option. G. Ducts from 18" to 30"wide shall be jointed with 1/2" standing bar slips made of metal the same as or heavier than duct sheets. Joints in ducts with either dimension over 30" shall have 1" standing bar slips on those sides over 30". Where sides are over 42", the standing bar slips will be reinforced with 1-1/2" x 1-1/2" x 1/8" angles. Additional angle stiffeners not over 60" apart shall be provided between joints. Ducts over 60" in width shall be jointed with 1-1/2" x 1/8" angle irons riveted to ductwork on all sides with 1/8" rivets at not more than 4-1/2" on centers, sections bolted with 3/16" stove bolts at not over 6" centers, sheets turned over angles into joint at least 1/4". H. Sheet metal screws 3/4" #10 may be used to attach stiffener angles to ductwork to secure seams, spaced not over 12" on centers and not less than two per side of 12" or more, except where specified otherwise. Button punching shall not be used except for pre-erection attachment of fittings. I. Provide hinged galvanized steel access and inspection doors opposite each manual damper, at each fire damper, and at every duct mounted control device. Doors shall be equal to Buensod-Stacey Type S-2 of rigid construction with cast type rotary latches. Where space limitations do not allow for full swing of the access door, two rotary type HVAC 230000- 11 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA A. See drawings and schedules for equipment and materials that need to be fastened to and/or supported by the structure. This Division shall furnish and install all necessary anchor bolts, inserts, steel beams, bars, bearing and leveling plates and incidental items as may be needed to install the work. Items to be built into masonry and concrete must be furnished to the respective trade at the proper time to be built-in and shall include instructions and templates for their installation, unless it is explicitly shown or specified otherwise. 1.22 CUTTING AND PATCHING A. Cutting and/or drilling of all openings and holes 4" in diameter or smaller, required for the installation of HVAC in the building, shall be performed by the HVAC Contractor. All work and materials shall be installed in such a manner and at such time to keep cutting and patching to a minimum. Cutting and/or drilling of structural supports (ie. beams or joists) is not allowed without written approval by the Engineer. Location for open-ings, etc. shall be checked by the HVAC Contractor, and error due to failure to co-ordinate work with other divisions shall be the responsibility of the HVAC Contractor failing to co-ordinate, who shall make the corrections at his own expense. B. All holes larger than 4" in diameter shall be provided by the General Contractor. C. Work shall include furnishing and locating sleeves or inserts required before the new walls are built, or be responsible for the cost of cutting and patching required for pipes where sleeves were not installed or where incorrectly located. The HVAC Contractor shall do all drilling required for the installation of hangers. D. Patching of all holes, after installation of piping or equipment, shall be performed by the General Contractor or appropriate tradesmen. E. All pipe cutting or threading shall be done in a location approved by the Owner. F. No pipe cutting or threading shall be done in areas where completed concrete floor slab is to remain in finishes or be painted later. Should this area be necessary, the HVAC Contractor shall cover the entire working area with canvas tarpaulins in an approved manner. PART 2 - MATERIALS 2.1 SHEET METAL WORK A. All duct runs shall be checked for clearances before installation of any ductwork. Above hung ceilings, duct locations and elevations must be coordinated with work of other trades to avoid conflicts with structure, piping, conduit and light fixtures. HVAC 230000- 10 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA A. This Contractor shall prepare a complete set of background Drawings at minimum 1/4 in. equals 1 ft. 0 in. showing architectural and structural features and other information as needed for coordination layout. Background Drawings shall be prepared under this Section. B. Circulate drawings among trades as necessary to show all information outlined below. Each trade shall sign and date each coordination Drawing. Co-ordinate all conflicts between trades prior to submitting drawing to the Architect. C. The information to be contained on the Drawings shall include, but not be limited to, the following: 1. Insert and sleeve locations if required by the Architect. 2. Structural, partition/room layout, ceiling grid, and other information needed for co-ordination including bottom of steel elevations. 3. All fire walls and smoke partitions. 4. Equipment layouts and egress routes for equipment removal. 5. Sheet metal work layout including bottom of duct elevations. 6. Heating, Ventilating, and Air Conditioning, Plumbing, and Fire Protection pipe routing including centerline of pipe elevations. 7. Valves including valve tag numbers. 8. Access panels. 9. Electrical light fixtures, cable trays, panelboards, etc. Each trade shall show his work on the background Drawings with appropriate elevations and grid dimensions. Drawing shall indicate horizontal and vertical dimensions to avoid interference with structural framing, ceilings, partitions, and other services. D. Fabrication shall not begin until the final coordination drawings have been reviewed and approved by the Architect. Review of coordination Drawings shall not diminish the responsibility under this Contract for final co-ordination of installation and maintenance clearances of all systems and equipment with the architectural, structural, mechanical, electrical, and other work. E. Drawings shall indicate adequate clearance for operation, maintenance, and replacement of operating equipment devices. If equipment is disapproved, drawings shall be revised to show acceptable equipment and be resubmitted The approval of equipment does not relieve the Contractor from the responsibility of Shop Drawing errors in details, sizes, quantities, wiring diagram, arrangement, and dimensions which deviate from the Specifications, Contract Drawings, and/or job conditions as they exist. Unless the Contractor specifically requests in writing, changes, substitutions, or deletions of specific Contract Document requirements with respect to any submissions, approval of the Shop Drawing by the Architect does not constitute acceptance. Approval of shop drawings containing errors does not relieve the Contractor from making corrections at his expense. 1.21 MISCELLANEOUS STEEL SUPPORTS HVAC 230000- 9 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA D. See the "Automatic Temperature Control" paragraphs of this Section for additional requirements. 1.18 PROTECTION A. Work under each Section shall include protecting the work and material of all other Sections from damage by work or workmen, and shall include making good all damage thus caused. B. The Contractor shall be responsible for work and equipment until finally inspected, tested, and accepted; protect work against theft, injury, or damage; and carefully store material and equipment received on site which is not immediately installed. Close open ends of work with temporary covers or plugs during construction to prevent entry of obstructing or foreign material. C. Work under each Section includes receiving, unloading, uncrating, storing, protecting, setting in place, and connecting-up completely any equipment supplied under each Section. Work under each Section shall also include exercising special care in handling and protecting equipment and fixtures, and shall include the cost of replacing any of the equipment and fixtures which are missing or damaged by reason of mishandling or failure to protect on the part of the HVAC Subcontractor. D. Equipment and material stored on the job site shall be protected from the weather, vehicles, dirt, and/or damage by workmen or machinery. Insure that all electrical or absorbent equipment or material is protected from moisture during storage. 1.19 CLEANING A. The Contractor shall thoroughly clean and flush all piping, ducts, and equipment of all foreign substances inside and out before being placed in operation. Thoroughly flush all piping of any oils, burrs, solder, and flux. Replace strainers and filters at completion of cleaning. B. If any part of a system should be stopped or damaged by any foreign matter after being placed in operation, the system shall be disconnected, cleaned, and reconnected at no additional cost to the Owner. C. During the course of construction, all ducts, and pipes shall be capped to insure adequate protection against the entrance of foreign matter. D. Keep the job site free from the accumulation of waste material and rubbish. Upon completion of all work under the Contract, the Contractor shall remove from the premises all rubbish, debris, and excess materials left over from his work. Any oil or grease stains on floor areas caused by the Contractor shall be removed and floor areas left clean. 1.20 COORDINATION DRAWINGS HVAC 230000-8 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA C. Any part of the work installed under this Contract requiring excessive maintenance shall be considered as being defective. 1.16 RECORD DRAWINGS A. Submit Record Drawings as specified in Division 1. B. Record Drawings shall reflect all changes from the Contract Drawings whether by change order or by field conditions. Principal dimensions of concealed work, fire dampers, volume dampers, control dampers and control valves, and for piping installation, valve numbers shall be added to these drawings prior to submittal to the Architect. In addition to the above all revised areas shall be clearly marked with a revision bubble. 1.17 OPERATION AND MAINTENANCE MANUALS A. After all final tests and adjustments have been completed, fully instruct the proper Owner's representative in all details of operation for equipment installed. Supply qualified personnel to operate equipment for sufficient length of time to assure that Owner's representative is properly qualified to take over operation and maintenance procedures. This Contractor shall video tape the instruction procedures and deliver three(3)copies of the tape with the Operation and Maintenance Manuals. B. Furnish the Architect, for approval, three (3) copies of an Operation and Maintenance Manual. Inscribe the following identification on the cover: the words OPERATION AND MAINTENANCE MANUAL, the name and location of the equipment or the building, the name of the Contractor, and the Contract number. The manual shall have a table of contents with tab sheets placed before each section. The instructions shall be legible and easily read, with large sheets of Drawings folded in. The manuals shall be bound in hard binders or an approved equivalent. C. The manual shall include the following information: 1. Description of systems. 2. Description of start up, operation, and shutdown procedures for each item of equipment. 3. Winter/summer changeover procedures. 4. Schedule of adjustment, care, and routine maintenance for each item of equipment. 5. Lubrication chart. 6. Wiring and control diagrams with data to explain detailed operation and control of each item of equipment. 7. Valve chart. 8. List of recommended spare parts. 9. Copies of all service contracts. 10. Performance curves for pumps, fans, etc. 11. List of all names, addresses, and phone numbers of all Subcontractors as well as the local representative for each item of equipment. HVAC 230000- 7 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA A. The HVAC Subcontractor shall provide for the delivery of all his materials and fixtures to the building site when required, so as to carry on his work efficiently and to avoid delaying his work and that of other trades. 1.12 ENVIRONMENTAL CONDITIONS A. All necessary tools machinery, scaffolding, and transportation for completion of his Subcontract shall be provided by the HVAC Subcontractor. B. The HVAC Subcontractor shall provide his own portable extension lines and obtain 120 volt, 60 cycle, single phase electric power from the General Contractor to drive his machines and light his work. He shall provide his own light bulbs, plugs, sockets, etc. C. All broken or waste material, rags, packing, etc., resulting from his work shall be removed by the HVAC Subcontractor. 1.13 WORK CONCEALED A. All piping and ductwork shall be installed concealed in all areas except storage rooms, closets, and mechanical or electrical equipment rooms, unless specifically noted otherwise on the Drawings where noted ducts shall be run in joist space. B. Piping containing water shall not be installed concealed in walls having an exterior exposure above grade. 1.14 OPERATING INSTRUCTIONS A. Prior to final acceptance, the HVAC Subcontractor shall furnish three (3) sets of complete instructions for the repair, maintenance, and operation of all systems installed under his Subcontract. These instructions shall be typed or printed, and each set bound separately with durable covers. B. The HVAC Subcontractor shall instruct and fully demonstrate to such person or persons as the Architect and/or Owner may designate, regarding the care and use of all systems and all apparatus pertaining thereto. 1.15 GUARANTEE A. The HVAC Subcontractor shall guarantee the satisfactory operation of his work in all parts for a period of one (1) year after date of substantial completion, and shall agree to promptly repair or replace any items of his work which are found to be defective during this period. B. The HVAC Subcontractor shall pay for repair of damage to the building caused by defects in his work and for repair to plaster, wood, and other materials or equipment caused by replacement or repairs to the entire satisfaction of the Architect. HVAC 230000-6 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA Drawings or samples have not been approved and/or which are not in accordance with the Specifications, the Subcontractor will be required to remove such materials and substitute approved materials at his own expense and as directed by the Architect E. Substitution of equipment by this contractor which is to be wired, piped, or welded shall detail and include any additional changes involved for work or wiring over and above that required for the equipment specified. The approval of substitution of equipment does not relieve this Contractor from the responsibility for any charges for additional work, which may have to be performed by other trades as a result of any substitution. 1.8 PERMITS, FEES AND INSPECTIONS A. The HVAC Subcontractor shall secure all permits and pay all fees required for his work. He shall be required to secure all other permits and pay all other fees and charges incidental to the proper carrying out of the Contract. He is to assume all responsibility regarding the observance of the rules and regulations so far as they relate to his part of the work B. The HVAC Subcontractor shall arrange and pay for all required inspections of his work. 1.9 TEMPORARY HOOK-UPS A. The General Contractor will provide any temporary hook-ups required for the use of water or sanitary for construction purposes and testing out apparatus as specified in Division 1. 1.10 PLANS AND SPECIFICATIONS A. The HVAC Subcontractor shall refer to the Architectural Drawings of interior details, plans, elevations, and structural layout in preparing his estimate. These documents are intended to supplement the Mechanical and Electrical Plans and Specifications and any applicable work indicated or implied thereon is to be considered a part of the Subcontract requirements. B. The Plans and Specifications are complementary and anything called for, or reasonably implied, in the Plans and not in the Specifications, or vice versa, shall be considered as called for or reasonably implied in both. C. The HVAC Subcontractor shall assume all responsibility in scaling measurements from the Drawings. D. Because of the small scale of the Drawings, it is not possible to indicate all offsets, fittings and accessories that may be required. The HVAC Subcontractor shall carefully investigate the structural and finish conditions affecting all his work and shall arrange such work accordingly, furnishing such fittings, traps, offsets, valves, and accessories as may be required to meet such conditions, at no additional cost. 1.11 PRODUCT HANDLING HVAC 230000-5 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA H. The HVAC Subcontractor shall be responsible for all equipment and materials installed under this Section until the final acceptance of the project by the Owner. I. The HVAC Subcontractor shall check the Architectural Plans and Specifications before ordering any materials and the installation of work. Any discrepancies shall be called to the attention of the Architect before proceeding with the work. J. Before submitting his bid, the HVAC Subcontractor shall visit the site with the Drawings and Specifications and shall become thoroughly familiar with all conditions affecting his work since the HVAC Subcontractor will be held responsible for any assumption he may make in regard thereto. 1.5 QUALITY ASSURANCE A. Equality of materials or articles other than those named or described in this Section will be determined in accordance with the provisions of the General Requirements. B. The HVAC Subcontractor shall agree to accept as final the results of tests secured by a qualified testing laboratory engaged by the Owner. Tests will be conducted in accor- dance with the General Requirements. 1.6 PRODUCTS A. With the exception of items specifically noted otherwise, all materials shall be new, full weight, and first class in every respect, without defects, and designed to function properly in that portion of the work for which they are intended, and with the same brand of manufacturer for each class or category of material or equipment (i.e., air handling units and condensing units). Electrical materials and equipment of types for which there are Underwriters Laboratories standard requirements, listings, or labels shall conform to their requirements and be so labeled. 1.7 SUBMITTALS A. Before ordering materials shipped to the job, the HVAC Subcontractor shall submit to the Architect six (6) sets of catalogue cuts, manufacturers' data sheets, or Shop Drawings, giving all details, dimensions, capacities, etc. of all materials to be furnished on the project. B. The HVAC Subcontractor shall check the Shop Drawings thoroughly for compliance with the Plans and Specifications before submitting them to the Architect for review, making any and all changes, which may be required. C. The review of Shop Drawings by the Architect shall not relieve the Contractor from any obligation to perform the work strictly in accordance with the Contract Drawings and Specifications. The responsibility for errors in Shop Drawings shall remain with the HVAC Subcontractor. D. In the event that materials are being delivered to or installed on the job for which Shop HVAC 230000-4 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA 1.4 INSTALLATION REQUIREMENTS A. The HVAC Subcontractor shall employ only competent and experienced workmen at a regular schedule in harmony with the other tradesmen on the job. He shall also exercise care and supervision of his employees in regard to proper and expeditious laying out of his work. B. The HVAC Subcontractor shall have a Foreman or Superintendent assigned to the Project who shall be authorized to make decisions and receive instructions exactly as if the Subcontractor himself were present. The Foreman or Superintendent shall not be removed or replaced without the express approval of the Architect after construction work begins. C. The HVAC Subcontractor shall be held responsible for any injuries or damage done to the building premises or adjoining property or to other Contractors' work resulting from the execution of his part of the work in any manner whatsoever; and in case of dispute arising as to the extent or share of responsibility incurred by the HVAC Subcontractor, it is agreed between the Owner and the HVAC Subcontractor that such liability and extent of damage shall be finally determined by the Architect whose decision shall be final and binding on both parties to the Contract for the work in question. D. The HVAC Subcontractor shall co-operate to the fullest extent with all other trades in order to expedite the progress of the work. He shall furnish all information pertaining to his materials as to sizes, locations, and means of support, to all other trades requiring such information. The HVAC Subcontractor shall also furnish all sleeves, frames, beams, supports, inserts, etc., hereinafter specified so that the General Contractor may build them in place. In case of failure on the part of the HVAC Subcontractor to give proper information as above, he will be required to bear the extra expense involved due to such failure. E. The arrangement of all piping, ductwork, conduit, wire and cable indicated on the Drawings is diagrammatic only, and indicates the minimum requirements of this work. Conditions at the building shall determine the actual arrangement of runs, bends, offsets, etc. The HVAC Subcontractor shall lay out all his work at the site and be responsible for the accuracy thereof. Conditions at the building shall be the determining factor for all measurements. F. All work shall be laid out and installed so as to require the least amount of cutting and patching. Drilling of all holes required for the installation of pipes, conduit, and cable runs shall be performed by the Subcontractor installing such items. G. The HVAC Subcontractor shall be responsible for the proper protection of his work and materials from injury or loss at the hands of others and shall make good such loss or injury at his own expense. All pipes left open during the progress of the work shall be capped or plugged at all times. All instruments and operating apparatus shall be protected by suitable means. HVAC 230000-3 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA SECTION 23 00 00 HEATING, VENTING AND AIR CONDITIONING (HVAC) PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Include General Conditions, Supplementary General Conditions, applicable parts of Division 1, and conditions of the Contract as part of this Section. B. Examine all other Sections of the Specifications for requirements, which affect work under this Section, whether or not such work is specifically mentioned in this Section. C. Coordinate work with that of all other trades affecting, or affected by the work of this Section. Cooperate with such trades to assure steady progress of all work under the Contract. 1.2 SCOPE OF WORK A. Furnish all labor, materials, plant, equipment and services necessary for and reasonably incidental to the complete installation of all HVAC work specified herein and/or indicated on the Drawings, including, but not limited to, the following; 1. Split heat pump systems with inverter driven compressors. 2 Energy recovery ventilators and associated duct work and duct accessories. 3. Piping systems for condensate drain, and refrigerant including all valves, traps, and accessories. 4. Insulation for pipe and ducting. 5. Vibration and seismic control. 6. Automatic temperature controls. 7 . Air balance, tests, start-up. 8. Guarantee. 9. Instructions. 10. Record Drawings. 1.3 CODES, ORDINANCES AND INSPECTIONS A. All materials and the installation thereof shall conform to the requirements of the Massachusetts State Building Code, Electrical Code, Fuel Gas and Plumbing Code and local laws, rules, regulations, and codes pertaining thereto. Where provisions of the Contract Documents conflict with any codes, rules, or regulations, the latter shall govern. Where the Contract requirements are in excess of applicable codes, rules, or regulations, the Contract provisions shall govern unless the Architect rules otherwise. B. The HVAC Subcontractor shall comply with the Local Code Enforcement Officials' instructions at no additional cost to the Owner. HVAC 230000-2 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA PART1 -GENERAL....................................................................................................................................................................................2 1.1 RELATED DOCUMENTS...........................................................................................................................................................2 1.2 SCOPE OF WORK.....................................................................................................................................................................2 1.3 CODES,ORDINANCES AND INSPECTIONS..........................................................................................................................2 1.4 INSTALLATION REQUIREMENTS............................................................................................................................................3 1.5 QUALITY ASSURANCE.............................................................................................................................................................4 1.6 PRODUCTS................................................................................................................................................................................4 1.7 SUBMITTALS.............................................................................................................................................................................4 1.8 PERMITS,FEES AND INSPECTIONS......................................................................................................................................5 1.9 TEMPORARY HOOK-UPS.........................................................................................................................................................5 1.10 PLANS AND SPECIFICATIONS................................................................................................................................................5 1.11 PRODUCT HANDLING..............................................................................................................................................................5 1.12 ENVIRONMENTAL CONDITIONS.............................................................................................................................................6 1.13 WORK CONCEALED.................................................................................................................................................................6 1.14 OPERATING INSTRUCTIONS..................................................................................................................................................6 1.15 GUARANTEE..............................................................................................................................................................................6 1.16 RECORD DRAWINGS...............................................................................................................................................................7 1.17 OPERATION AND MAINTENANCE MANUALS........................................................................................................................7 1.18 PROTECTION............................................................................................................................................................................8 1.19 CLEANING..................................................................................................................................................................................8 1.20 COORDINATION DRAWINGS..................................................................................................................................................8 1.21 MISCELLANEOUS STEEL SUPPORTS...................................................................................................................................9 PART2-MATERIALS..............................................................................................................................................................................10 2.1 SHEET METAL WORK............................................................................................................................................................10 2.2 DUCTWORK SHOP DRAWINGS...........................................................................................................................................14 2.3 REGISTERS,GRILLES AND DIFFUSERS.............................................................................................................................14 2.4 ENERGY RECOVERY VENTILATORS(ERV)........................................................................................................................15 2.5 LOUVERS.................................................................................................................................................................................15 2.6 PIPE SLEEVES.........................................................................................................................................................................16 2.7 HANGERS................................................................................................................................................................................16 2.8 INSULATION............................................................................................................................................................................16 2.9 PIPE AND FITTINGS................................................................................................................................................................17 2.10 ACCESS PANELS....................................................................................................................................................................18 2.11 AUTOMATIC TEMPERATURE CONTROL.............................................................................................................................19 2.12 VIBRATION AND SEISMIC CONTROL...................................................................................................................................22 2.13 VRV SYSTEM MULTI SPLIT HEAT PUMP UNITS-COMMON AREAS...............................................................................36 2.14 MULTI-ZONE MULTI SPLIT INVERTER HEAT PUMP UNITS-APARTMENTS.................................................................43 PART3-INSTALLATION..........................................................................................................................................................................50 3.1 CLEANING AIR SYSTEMS......................................................................................................................................................50 3.2 CUTTING,PATCHING AND DRILLING..................................................................................................................................51 3.3 PIPE INSTALLATION...............................................................................................................................................................51 3.4 PIPING SYSTEM TESTS.........................................................................................................................................................52 3.5 CLEANING AND FLUSHING...................................................................................................................................................53 3.6 AIR FLOW BALANCE AND TESTS.........................................................................................................................................53 3.7 INSULATION............................................................................................................................................................................57 3.8 EQUIPMENT INSTALLATION.................................................................................................................................................57 3.9 SYSTEM TESTS AND CLEAN-UP..........................................................................................................................................58 3.10 IDENTIFICATION.....................................................................................................................................................................58 3.11 SPARE PARTS.........................................................................................................................................................................58 3.12 FIRE SAFING............................................................................................................................................................................59 3.13 SMOKE DAMPERS..................................................................................................................................................................60 HVAC 230000- 1 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA 3.15 FIRE SAFING A. Work Included: Provide labor, materials, and equipment necessary to complete the work including, but not limited to the following: 1. Fire safing at all penetrations through fire barriers. 2. Fire safing at all penetrations through smoke barriers. 3. Extent of fire and smoke barriers as indicated on the Architectural Drawings. 4. Fire safing at all penetrations through floors, shafts, corridor walls, stairway walls, mechanical rooms, electrical rooms, vaults, storage rooms, kitchen, machine rooms, outdoor storage rooms, and receiving rooms. B. Safing Insulation 1. Fire safing insulation shall be Thermafiber as manufactured by USG Interiors, Inc. or Architect-Engineer approved equal, 4" minimum thickness by the required full length and width, or as indicated on the Drawings. 2. Provide incidental galvanized steel clip anchors. C. Seal Compound: At"poke-through" openings, apply"Firecode" seal compound as manufactured by USG Interiors, Inc., or approved equal, over Thermafiber fire safing. D. Preparation 1. At all fire rated assemblies, prepare all penetrations for pipes. E. Application 1. Install approved fire safing insulation of proper size leaving no voids. Compress and friction fit fire safing and use attachment clips where necessary. 2. Seal completely around all openings and over the fire safing insulation with sealing compound. END OF SECTION PLUMBING 220000-32 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA rust stains, and any foreign matter or discoloration of fixtures, leaving every part in perfect condition and ready for use. 3.10 EQUIPMENT INSTALLATION A. All equipment furnished under this Section shall be installed in accordance with its manufacturer's printed installation instructions, whether so shown on the Drawings or not, and all labor and materials required to accomplish this shall be furnished by the Plumbing Contractor and be included in his Bid. 3.11 DISINFECTION A. Flush out entire system. B. Introduce chlorine or solution of calcium hypochlorite or sodium hypochlorite. Fill lines slowly and apply agent at rate which will produce 50 parts per million of chloride as determined by residual chlorine tests at end of lines. Open and close valves and hydrants while system is being chlorinated. C. After twenty-four(24) hours, test for residual chlorine. If more than 5 ppm are present, flush out system until all traces are removed. D. After disinfection,flush treated water from system through its extremities. Continue flushing until samples of water are satisfactory to local authorities having jurisdiction. Repeat flushing if samples taken daily over next three(3)days indicate that quality of water is not being maintained. Do not draw samples from hydrants and undisinfected hose. E. Submit test results to Owner. 3.12 ACCESS PANELS A. Furnish access panels for access to valves, shock arrestors, trap primers, etc. Panels shall be installed by the General Contractor. 3.13 BACKFLOW PREVENTERS A. Backflow preventers shall be installed as per regulation 310 CMR 22.22, with pressure gauges on inlet and outlet of backflow preventer. Furnish Watts TK-9 Model A test kit and one(1)repair kit for each type of device. The Plumbing Subcontractor shall act as the Owner's Agent in seeking approval from the Department of Environmental Protection. The Plumbing Subcontractor shall submit all Plans, Specifications and permits required for approval and pay all fees. Approvals shall be secured prior to purchase and installation. 3.14 ISOLATION VALVES A. The Plumbing Subcontractor shall furnish and install isolation valves on the entire domestic water distribution system, on mains, branches, and at each fixture. PLUMBING 220000- 31 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA E. Piping Systems a. Test piping according to procedures of authorities having jurisdiction or, in absence of published procedures, as follows: b. Gravity Sanitary Waste And Vent: 1. Test for leaks and defects in new piping and parts of existing piping that have been altered, extended, or repaired. If testing is performed in segments, submit separate report for each test, complete with diagram of portion of piping tested. 2. Leave uncovered and unconcealed new, altered, extended, or replaced drainage and vent piping until it has been tested and approved. Expose work that was covered or concealed before it was tested. 3. Roughing-in Plumbing Test Procedure: Test drainage and vent piping, except outside leaders, on completion of roughing-in. Close openings in piping system and fill with water to point of overflow, but not less than 10- foot head of water. From 15 minutes before inspection starts to completion of inspection, water level must not drop. Inspect joints for leaks. Multiple rough-in tests for segments of the piping system are allowable. 4. Finished Underground Plumbing Test Procedure: After all underground plumbing piping has been set and traps filled with water, test connections and prove they are gastight and watertight. Plug all pipe opening above slab and the below ground building drains where they leave building. Introduce air into piping system equal to pressure of 1-inch wg. Use U- tube or manometer inserted in trap to measure this pressure. Air pressure must remain constant without introducing additional air throughout period of inspection. From 15 minutes before inspection starts to completion of inspection, water level must not drop. Inspect plumbing fixture connections for gas and water leaks. 5. Repair leaks and defects with new materials and retest piping, or portion thereof, until satisfactory results are obtained. 6. Prepare reports for tests and required corrective action. F. Water Systems: a. Upon completion of a section of or the entire water supply system, the system, or portion completed, shall be tested and proved tight under a water pressure not less than the working pressure of the system; or, for piping systems other than plastic, by an air test of not less than 50 psi. The water utilized for tests shall be obtained from a potable source of supply. b. Repair leaks and defects with new materials and retest piping, or portion thereof, until satisfactory results are obtained. C. Prepare reports for tests and required corrective action. 3.9 CLEANING UP A. After all the fixtures have been set and ready for use, and before leaving the job, thoroughly clean all fixtures installed under this Contract, removing all plaster, stickers, PLUMBING 220000-30 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA 3.8 TESTING A. The Plumbing Contractor shall notify the Engineer three working days prior to day tests are to be made. Test all piping and make it gas and water tight, in accordance with the authority having jurisdiction and ordinances, and in the presence and to the satisfaction of the applicable Inspector along with the Engineer and his representative. B. No piping shall be buried, concealed or insulated before tested and approved. Partial tests shall be made as required, by the progress of the work, and the Plumbing Contractor shall accommodate the testing operations to the progress of the project. Furnish all equipment, labor, services and apparatus; also pay for all costs for pertinent tests. All approvals shall be rendered in writing and submitted to the Engineer. Remedy all defective work and replace all defective materials, equipment or fixtures with new ones of the specified grade. No caulking, peening, or wicking of screwed joints or holes will be acceptable. This Contractor shall make and remove all temporary piping and line connections required for the tests and shall dispose of test water and all wastes after tests in a satisfactory and non-damaging manner. C. Provide written reports to engineer of each individual test procedure performed. Reports shall include the following minimum information: a. Project location information. b. Contractor's name. C. Name of person test performed by. d. Name and company of person who observed test with contractor. e. Piping system. f. Section of system tested. g. Date of test. h. Method of test. i. Anticipated system working pressure. j. Gauge range and incrementation used. k. Start time of test. I. Start test pressure. M. End time of test. n. End test pressure. o. Observed loss in pressure. P. Notes on any observed leaks. D. Test gauges: a. Tests requiring a pressure less than 1 psi shall utilize a U-tube or digital manometer. b. Tests requiring a pressure of 1 psi to 10 psi or less shall utilize a testing gauge having increments of 0.10 psi or less. C. Tests requiring a pressure of greater than 10 psi but less than or equal to 100 psi shall utilize a testing gauge having increments of 1 psi or less. d. Tests requiring a pressure of greater than 100 psi shall utilize a testing gauge having increments of 2 psi or less. PLUMBING 220000-29 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA the lines of the building unless otherwise indicated. Branch pipes from service lines may be taken from top, bottom or side of main, using such crossover fittings as may be required by structural or installation conditions. Supply pipes, valves and fittings shall be kept a sufficient distance from other work and other services to permit not less than 1/2" between finished covering on the different services. B. Expansion and Contraction of Pipe: Allowance shall be made throughout for expansion and contraction of pipe. 3.4 CUTTING AND PATCHING A. Drilling of all holes required for the installation of plumbing shall be performed by the Plumbing Contractor. All work and materials shall be installed in such a manner and at such time to keep cutting and patching to a minimum. B. Cutting of openings larger than those that can be drilled will be performed by the General Contractor. C. Patching of all holes, after installation of piping or equipment, will be performed by the General Contractor. 3.5 INSULATION A. Insulation shall be applied by an independent Insulation Contractor regularly engaged in that business. B. Insulation shall not be omitted on piping in walls. Covering shall be applied before masonry proceeds. C. Insulation shall be applied over clean pipe with all joints butted firmly together and sealed. 3.6 SLEEVES AND ESCUTCHEONS A. The Plumbing Contractor shall furnish and set all sleeves required. All water piping passing through masonry walls shall be provided with standard weight steel pipe, or Schedule 40 PVC pipe sleeves, inside diameter to be slightly larger than pipe passing through same. Center pipe in sleeve. B. Provide chromium plated escutcheons where un-insulated pipes pass through walls. 3.7 INSPECTION AND TESTS A. Tests for Plumbing Systems: Soil, waste, vent and water piping shall be tested by the Plumbing Contractor and approved before acceptance. Underground piping shall be tested prior to backfilling. Equipment required for tests shall be furnished by the Plumbing Contractor at no additional cost to the Owner. All tests shall be witnessed and approved by the Local Plumbing Inspector, and shall be performed as required by the Plumbing Code. PLUMBING 220000- 28 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA 3.1 SOIL,WASTE, DRAIN AND VENT PIPING A. Installation: 1. Drainage and Vent Pipes: Horizontal soil and waste pipes shall have a minimum grade of%" per foot for piping 3" and less and 1/8" per foot for piping larger than 3". Horizontal waste lines receiving the discharge from two or more fixtures shall be provided with end vents unless separate venting of fixtures is noted. 2. Fittings: Changes in pipe size on soil, waste, and drain lines shall be made with reducing fittings. Changes in direction shall be made by the appropriate use of 450 wyes, long or short sweep 1/4 bends, 1/6, 1/8, or 1/16 bends, or by a combination of those or equivalent fittings. Single and double sanitary tees and 1/4 bends may be used in drainage lines only where the direction of flow is from horizontal to vertical. 3. Union Connections: Slip joints will be permitted only in trap seals or on the inlet side of the traps. Use of bushings will not be permitted. B. Joints: Installation of pipe and fittings shall be made in accordance with the manufacturer's recommendations. Mitering of joints for elbows and notching of straight runs of pipe for tees will not be permitted. Threaded joints shall have American National taper pipe threads conforming to National Bureau of Standards Handbook H28, with graphite or inert filler and oil, with an approved graphite compound, or with polytetra- fluorethylene tape applied to the male threads. 3.2 INSTALLATION OF SEWER PIPE A. Bedding for the pipe shall provide full and stable support, with recesses excavated for pipe bells. All pipe shall be laid to the specified line and grade, with a firm bearing throughout each length and with the bell ends uphill. B. Pipe Joints: The flexible water tight rubber gaskets shall be installed in accordance with the directions of the manufacturer. C. Plastic Pipe: Install plastic piping in accordance with manufacturer's instructions. At minimum, envelope all PVC pipe in 6" of screened gravel. Clear interior conduit of dirt and debris as work progresses. Maintain swab or drag in line and pull past each joint as it is completed. D. Joint Adapters: Make joints between PVC pipe and other type of pipe with standard manufactured PVC adapters and fittings. E. Lay conduit beginning at low point of system, true to grades and alignment indicated with unbroken continuity of invert. 3.3 WATER PIPE FITTINGS AND CONNECTIONS A. Mains, Branches and Runoffs: Piping shall be installed as indicated. Pipe shall be cut accurately to measurements established at the building by the Plumbing Contractor and shall be worked into place without springing or forcing. Care shall be taken not to weaken structural portions of the building. Above ground piping shall be run parallel with PLUMBING 220000- 27 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA as transverse and longitudinal restraints provided they have a capacity equal to or greater than the restraint loads in addition to the loads induced by expansion or contraction. 5. For fuel oil and all gas piping transverse restraints must be at 20-ft. maximum and longitudinal restraints at 40-ft. maximum spacing. 6. Transverse restraint for one (1) pipe section may also act as a longitudinal restraint for a pipe section of the same size connected perpendicular to it if the restraint is installed within allowable limits at longer distances. 7. Hold down clamps must be used to attach pipe to all trapeze members before applying restraints in a manner similar to clevis supports. 8. Branch lines may not be used to restrain main lines. 9. Cast-iron pipe of all types, glass pipe and any other pipes joined with a four band shield and clamp assembly in Zones 2B, 3 and 4 shall be braced as in sections 3.02.C.2 and 3. For Zones 0, 1 and 2A, 2 band clamps may be used with reduced spacing of 1/2 of those listed in sections 3.02.C2 and 3. N. All mechanical equipment shall be vibration isolated and seismically restrained as per the schedules in paragraph S of this Specification. O. Seismic Restraint Exclusions: 1. Piping: a. All piping less than 2-1/2 in. in diameter except those listed below. b. All gas piping and medical gas piping less than 1 in. I.D. C. All piping in boiler and mechanical equipment rooms less than 1-1/4 in. I.D. d. All clevis or trapeze supported piping suspended from hanger rods where the point of attachment is less than the 12 in. in length from the structure to the structural connection of the clevis or trapeze. e. All PVC and fiberglass suspended waste or vent pipe 6 in. in diameter and smaller. P. Suspended Equipment: 1. Suspended equipment weighing less than 50 lbs. and supported with a minimum of 4 hanger rods. Q. Schedules: Vibration Isolation and/or Seismic Restraint Equipment Schedule Specification Static Deflection Pumps— Base Mounted 1, 4, 18, 23 Pumps— In-Line 23 PART 3-EXECUTION PLUMBING 220000-26 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA 18. Air handling equipment and centrifugal fans shall be protected against excessive displacement, which results from high air thrust in relation to the equipment weight. Horizontal thrust restraint shall be Specification type 28 (see selection guide). 19. Locate isolation hangers as near to the overhead support structure as possible. L. Vibration Isolation of Piping: 1. Horizontal Pipe Isolation: The first three (3) pipe hangers in the main lines near the mechanical equipment shall be as described in Specification 11. Specification 11 hangers must also be used in all transverse braced isolated locations. Brace hanger rods with SRC clamps Specification 14. Horizontal runs in all other locations throughout the building shall be isolated by hangers as described in Specification 10. Floor supported piping shall rest on isolators as described in Specification 6. Heat exchangers and expansion tanks are considered part of the piping run. The first three- (3) isolators from the isolated equipment will have the same static deflection as specified for the mountings under the connected equipment. If piping is connected to equipment located in basements and hangs from ceilings under occupied spaces the first three hangers shall have 0.75 in. deflection for pipe sizes up to and including 3 in., 1-1/2 in. deflection for pipe sizes up to and including 6 in., and 2-1/2 in. deflection thereafter. Hangers shall be located as close to the overhead structure as practical. Where piping connects to mechanical equipment install Specification 23 flexible piping connection or Specification 24 stainless steel hoses is 23 is not suitable for the service. 2. Riser Isolation: Risers shall be suspended from Specification 10 hangers or supported by Specification 5 mountings, anchored with Specification 25 anchors, and guided with Specification 26 sliding guides. Steel springs shall be a minimum of 0.75 in. except in those expansion locations where additional deflection is required to limit load changes to ± 25% of the initial load. Submittals must include riser diagrams and calculations showing anticipated expansion and contraction at each support point, initial and final changes and seismic loads. Submittal data shall include certification that the riser system has been examined for excessive stresses and that none will exist in the proposed design. M. Seismic Restraint of Piping: 1. Seismically restrain all piping listed as a, b or c below. Use Specification 12 cables if isolated. Specification 12 or 13 restraints may be used on unisolated piping. a. Fuel oil piping, gas piping, medical gas piping, and compressed air piping that is 1 in. I.D. or larger. b. Piping located in boiler rooms, mechanical equipment (fan) rooms, and refrigeration equipment rooms that is 1-1/4 in. I.D. and larger. C. All other piping 2-1/2 in. diameter and larger. 2. Transverse piping restraints shall be at 40' maximum spacing for all pipe sizes, except where lesser spacing is required to limit anchorage loads. 3. Longitudinal restraints shall be at 80' maximum spacing for all pipe sizes, except where lesser spacing is required to limit anchorage loads. 4. Where thermal expansion is a consideration, guides and anchors may be used PLUMBING 220000-25 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA 1. All vibration isolators and seismic restraint systems must be installed in strict accordance with the manufacturer's written instruction and all certified submittal data. 2. Installation of vibration isolators and seismic restraints must not cause any change of position of equipment, piping or duct work resulting in stresses or misalignment. 3. No rigid connections between equipment and the building structure shall be made that degrades the noise and vibration control system herein specified. 4. The Contractor shall not install any equipment, piping, duct or conduit which makes rigid connections with the building unless isolation is not specified. "Building" includes, but is not limited to, slabs, beams, columns, studs and walls. 5. Coordinate work with other trades to avoid rigid contact with the building. 6. Any conflicts with other trades which will result in rigid contact with equipment or piping due to inadequate space or other unforeseen conditions should be brought to the architects/engineers attention prior to installation. Corrective work necessitated by conflicts after installation shall be at the responsible Contractor's expense. 7. Bring to the architects/engineers attention any discrepancies between the Specifications and the field conditions or changes required due to specific equipment selection, prior to installation. Corrective work necessitated by discrepancies after installation shall be at the responsible Contractor's expense. 8. Correct, at no additional cost, all installations, which are deemed defective in workmanship and materials at the Contractor's expense. 9. Overstressing of the building structure must not occur because of overhead support of equipment. Contractor must submit loads to the structural engineer of record for approval. Generally bracing may occur from: a. Flanges of structural beams. b. Upper truss cords in bar joist construction. C. Cast in place inserts or wedge type drill-in concrete anchors. 10. Specification 12 cable restraints shall be installed slightly slack to avoid short circuiting the isolated suspended equipment, piping or conduit. 11. Specification 12 cable assemblies are installed taut on non-isolated systems. Specification 13 seismic solid braces may be used in place of cables on rigidly attached systems only. 12. At locations where Specification 12 or 13 restraints are located, the support rods must be braced when necessary to accept compressive loads with Specification 14 braces. 13. At all locations where Specification 12 or 13 restraints are located, the support rods must be braced when necessary to accept compressive loads with Specification 14 braces. 14. Drill-in concrete anchors for ceiling and wall installation shall be Specification type 18, and Specification type 19 female wedge type for floor mounted equipment. 15. Vibration isolation manufacturer shall furnish integral structural steel bases as required. Independent steel rails are not permitted on this project. 16. Hand built elastomeric expansion joints may be used when pipe sizes exceed 24 in. or specified movements exceed Specification 23 capabilities. 17. Where piping passes through walls, floors or ceilings the vibration isolation manufacturer shall provide Specification 27 wall seals. PLUMBING 220000-24 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA SFDEJ, SFEJ, SFDCR or SFU and Control Rods CR as manufactured by Mason Industries, Inc. 23. Flexible stainless steel hose shall have stainless steel braid and carbon steel fittings. Sizes 3 in. and larger shall be flanged. Smaller sizes shall have male nipples. Minimum lengths shall be as tabulated: Flanged Male Nipples 3x14 10x26 1/2x 9 1-1/2x 13 4x15 12x28 3/4x102x14 5x19 14x30 1 x 11 2-1/2x 18 6x20 16x32 1/4x12 Hoses shall be installed on the equipment side of the shut-off valves horizontally and parallel to the equipment shafts wherever possible. Hoses shall be Type BSS as manufactured by Mason Industries, Inc. 24. All-directional acoustical pipe anchor, consisting of two sizes of steel tubing separated by a minimum 1/2 in. thick 60 durometer neoprene. Vertical restraint shall be provided by similar material arranged to prevent vertical travel in either direction. Allowable loads on the isolation material should not exceed 500 psi and the design shall be balanced for equal resistance in any direction. All-directional anchors shall be Type ADA as manufactured by Mason Industries, Inc. 25. Pipe guides shall consist of a telescopic arrangement of two sizes of steel tubing separated by a minimum 1/2 in. thickness of 60 durometer neoprene. The height of the guides shall be preset with a shear pin to allow vertical motion due to pipe expansion or contraction. Shear pin shall be removable and reinsertable to allow for selection of pipe movement. Guides shall be capable of ± 1-5/8 in. motion, or to meet location requirements. Pipe guides shall be Type VSG as manufactured by Mason Industries, Inc. 26. Split Wall Seals consists of two bolted pipe halves with minimum 3/4 in. thick neoprene sponge bonded to the inner faces. The seal shall be tightened around the pipe to eliminate clearance between the inner sponge face and the piping. Concrete may be packed around the seal to make it integral with the floor, wall or ceiling if the seal is not already in place around the pipe prior to the construction of the building member. Seals shall project a minimum of 1 in. past either face of the wall. Where temperatures exceed 240 dig. F., 10 lb. density fiberglass may be used in lieu of the sponge. Seals shall be Type SWS as manufactured by Mason Industries, Inc. 27. The horizontal thrust restraint shall consist of a spring element in series with a neoprene molded cup as described in Specification 5 with the same deflection as specified for the mountings or hangers. The spring element shall be designed so it can be preset for thrust at the factory and adjusted in the field to allow for a maximum of 1/4 in. movement at start and stop. The assembly shall be furnished with one(1)rod and angle brackets for attachment to both the equipment and the duct work or the equipment and structure. Horizontal restraints shall be attached at the centerline of thrust and symmetrical on either side of the unit. Horizontal thrust restraints shall be Type WBI/WBD as manufactured by Mason Industries, Inc. K. Execution -General: PLUMBING 220000-23 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA reinforcing consisting of 1/2 in. bars welded in place on 6 in. centers running both ways in a layer 1-1/2 in. above the bottom. Forms shall be furnished with steel templates to hold the anchor bolt sleeves and anchors while concrete is being poured. Height saving brackets shall be employed in all mounting locations to maintain a 1 in. clearance below the base. Wooden formed bases leaving a concrete rather than a steel finish are not acceptable. Base shall be Type BMK o K as manufactured by Mason Industries, Inc. 21. Curb mounted rooftop equipment shall be mounted on spring isolation curbs. The lower member shall consist of a sheet metal Z section containing adjustable and removable steel springs that support the upper floating section. The upper frame must provide continuous support for the equipment and must be captive so as to resiliently resist wind and seismic forces. All directional neoprene snubber bushings shall be a minimum of 1/4 in. thick. Steel springs shall be laterally stable and rest on 1/4 in. thick neoprene acoustical pads. Hardware must be plated and the springs provided with a rust resistant finish. The curbs waterproofing shall consist of a continuous galvanized flexible counter flashing nailed over the lower curbs waterproofing and joined at the corners by EPDM bellows. All spring locations shall have access ports with removable waterproof covers. Lower curbs shall have provision for 2 in. of insulation. The roof curbs shall be built to seismically contain the rooftop unit. The unit must be solidly fastened to the top floating rail, and the lower Z section anchored to the roof structure. Curb shall have anchorage preapproval "R" from OSHPD in the State of California attesting to the maximum certified horizontal and vertical load ratings. Curb shall be Type RSC as manufactured by Mason Industries, Inc. 22. Flexible spherical piping connectors shall employ peroxide cured EPDM in the covers, liners and Dacron tire cord frictioning. Solid steel rings shall be used within the raised face rubber ends to prevent pullout. Flexible cable bead wire is not acceptable. Sizes 2 in. and larger shall have two spheres reinforced with a ring between spheres to maintain shape and complete with split ductile iron or steel flanges with hooked or similar interlocks. Sizes 16 in. to 24 in. may be single sphere. Sizes 3/4 in. to 1-1/2 in. may have threaded bolted flange assemblies, one sphere and cable retention. 14 in. and smaller connectors shall be rated at 250 psi up to 190° F with a uniform drop in allowable pressure to 190 psi at 250° F. 16 in. and larger connectors are rated 180 psi at 190° F and 135 psi at 250° F. Safety factors to burst and flange pullout shall be a minimum of 3/1. All joints must have permanent markings verifying a 5 minute factory test at twice the rated pressure. Concentric reducers to the above Specifications may be substituted for equal ended expansion joints. Pipe connectors shall be installed in piping gaps equal to the length of the expansion joints under pressure. Control rods need only be used in unanchored piping locations where the manufacturer determines the installation exceeds the pressure requirement without control rods, as control rods are not desirable in seismic work. If control rods are used, they must have 1/2 in. thick Neoprene washer bushings large enough in area to take the thrust at 1000 psi maximum on the washer area. Expansion joints shall be installed on the equipment side of the shut off valves. Submittals shall include two (2) test reports by independent consultants showing minimum reductions of 20 DB in vibration accelerations and 10 DB in sound pressure levels at typical blade passage frequencies on this or a similar product by the same manufacturer. All expansion joints shall be installed on the equipment side of the shut off valves. Expansion joints shall be SAFEFLEX PLUMBING 220000-22 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA rods utilizing a minimum of three ductile iron clamps at each restraint location when required. Welding of support rods is not acceptable. Rod clamp assemblies shall have an Anchorage Preapproval "R" Number from OSHPD in the State of California. Rod clamp assemblies shall be Type SRC as manufactured by Mason Industries, Inc. 15. Pipe Clevis cross bolt braces are required in all restraint locations. They shall be special purpose performed channels deep enough to be held in place by bolts passing over the cross bolt. Clevis cross braces shall have an Anchorage Preapproval "R"Number from OSHPD in the State of California. Clevis cross brace shall be Type CCB as manufactured by Mason Industries, Inc. 16. All-directional seismic snubbers shall consist of interlocking steel members restrained by a one-piece molded neoprene bushing of bridge bearing neoprene. Bushing shall be replaceable and a minimum of 1/4 in. thick. Rated loadings shall not exceed 1000 psi. A minimum air gap of 1/8 in. shall be incorporated in the snubber design in all directions before contact is made between the rigid and resilient surfaces. Snubber end caps shall be removable t allow inspection of internal clearances. Neoprene bushings shall be rotated to insure no short circuits exist before systems are activated. Snubbers shall have an Anchorage Preapproval "R" Number from OSHPD in the State of California verifying the maximum certified horizontal and vertical load ratings. Snubber shall be Type Z- 1225 as manufactured by Mason Industries, Inc. 17. All directional seismic snubbers shall consist of interlocking steel members restrained by shock absorbent rubber materials compounded to bridge bearing Specifications. Elastomeric materials shall be replaceable and a minimum of 3/4 in. thick. Rated loadings shall not exceed 1000 psi. Snubbers shall be manufactured with air gap between hard and resilient material of nor less than 1/8 in. nor more than 1/4 in. Snubbers shall be installed with factory set clearances. The capacity of the seismic snubber at 3/8 in. deflection shall be equal or greater than the load assigned to the mounting grouping controlled by the snubber multiplied by the applicable "G" force. Submittals shall include the load deflection in the x, y and z planes. Snubbers shall have an anchorage preapproval "R"Number from OSHPD in the State of California verifying the maximum certified horizontal and vertical load ratings. Snubbers shall be series Z-1011 as manufactured by Mason Industries, Inc. 18. Stud wedge anchors shall be manufactured from full diameter wire, not from undersized wire that is"rolled up"to create the thread. The stud anchor shall also have a safety shoulder, which fully supports the wedge ring under load. The stud anchors shall have an evaluation report number from the I.C.B.O. Evaluation Service, Inc. verifying its allowable loads. Drill-in stud edge anchors shall be Type SAS as manufactured by Mason Industries, Inc. 19. Female wedge anchors are preferred in floor locations so isolators or equipment can be slid into place after the anchors are installed. Anchors shall be manufactured from full diameter wire, and shall have a safety shoulder to fully support the wedge ring under load. Female wedge anchors shall have an evaluation report number from I.C.B.O. Evaluation Service, Inc. verifying to its allowable loads. Drill-in female wedge anchors shall be Type SAB as manufactured by Mason Industries, Inc. 20. Vibration isolation manufacturer shall furnish rectangular steel concrete pouring forms for floating and inertia foundations. Bases for split case pumps shall be large enough to provide for suction and discharge of elbows. Bases shall be a minimum of 1/12 of the longest dimension of the base but not less than 6 in. The base depth need not exceed 12 in. unless specifically recommended by the base manufacturer for mass or rigidity. Forms shall include minimum concrete PLUMBING 220000- 21 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA three times the published maximum operating pressure. All air spring systems shall be connected to either the building control air or a supplementary air supply and equipped with three (3) leveling valves to maintain leveling within plus or minus 1/8 in. Submittals shall include natural frequency, load and damping tests performed by an independent lab or acoustician. Air Springs shall be Type MT and leveling valves Type LV as manufactured by Mason Industries, Inc. 9. Restrained air spring mountings shall have an MT air spring as described in Specification 8, within a rigid housing that includes vertical limit stops to prevent air spring extension when weight is removed. The housing shall serve as blocking during erection. A steel spacer shall be removed after adjustment. Installed and operating heights are equal. A minimum clearance of 1.2 in. shall be maintained around restraining bolts and between the housing and the air spring action. Limit stops shall be out of contact during normal operation. Housing shall be designed to resist all seismic forces. Mountings shall be SLR- MT as manufactured by Mason Industries, Inc. 10. Hangers shall consist of rigid steel frames containing minimum 1-1/4 in. thick neoprene elements at the top and a steel spring with general characteristics as in Specification 5 seated in a steel washer reinforced neoprene cup on the bottom. The neoprene element and the cup shall have neoprene bushings projecting through the steel box. To maintain stability the boxes shall not be articulated as clevis hangers or the neoprene element stacked on top of the spring. Spring diameters and hanger box lower hole sizes shall be large enough to permit the hanger rod to swing through a 300 arc from side to side before contacting the rod bushing and short circuiting the spring. Submittals shall include a hanger Drawing showing the 30°capability. Hangers shall be Type 30N as manufactured by Mason Industries, Inc. 11. Hangers shall be as described in 10, but they shall be precompressed and locked at the rated deflection by means of a resilient seismic upstop to keep the piping or equipment at a fixed elevation during installation. The hangers shall be designed with a release mechanism to free the spring after the installation is complete and the hanger is subjected to its full load. Deflection shall be clearly indicated by means of a scale. Submittals shall include a Drawing of the hanger showing the 30 degree capability. Hangers shall be Type PC30N as manufactured by Mason Industries, Inc. 12. Seismic Cable Restraints shall consist of galvanized steel aircraft cables sized to resist seismic loads with a minimum safety factor of two (2) and arranged to provide all-directional restraint. Cable end connections shall be steel assemblies that swivel to final installation angle and utilize two (2) clamping bolts to provide proper cable engagement. Cables must not be allowed to bend across sharp edges. Cable assemblies shall have an Anchorage Preapproval "R" Number from OSHPD in the State of California verifying the maximum certified load ratings. Cable assemblies shall be Type SCB at the ceiling and at the clevis bolt, SCBH between the hanger rod nut and the clevis or SCBV if clamped to a beam all as manufactured by Mason Industries, Inc. 13. Seismic solid braces shall consist of steel angles or channels to resist seismic loads with a minimum safety factor of 2 and arranged to provide all directional restraint. Seismic solid brace end connectors shall be steel assemblies that swivel to the final installation angle and utilize two through bolts to provide proper attachment. Seismic solid brace assembly shall have anchorage preapproval "R" Number from OSHPD in the state of California verifying the maximum certified load ratings. Solid seismic brace assemblies shall be Type SSB as manufactured by Mason Industries, Inc. 14. Steel angles, sized to prevent buckling, shall be clamped to pipe or equipment PLUMBING 220000-20 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA in. and all directional seismic capability. The mount shall consist of a ductile iron casting containing two separated and opposing molded neoprene elements. The elements shall prevent the central threaded sleeve and attachment bolt from contacting the casting during normal operation. The shock absorbing neoprene materials shall be compounded to bridge-bearing Specifications. Mountings shall have an Anchorage Preapproval "R" Number from OSHPD in the State of California verifying the maximum certified horizontal and vertical load ratings. Mountings shall be Type BR as manufactured by Mason Industries, Inc. 3. Sheet metal panels shall be bolted to the walls or supporting structure by assemblies consisting of a neoprene bushing cushioned between 2 steel sleeves. The outer sleeve prevents the sheet metal from cutting into the neoprene. Enlarge panel holes as required. Neoprene elements pass over the bushing to cushion the back panel horizontally. A steel disc covers the inside neoprene element and the inner steel sleeve is elongated to act as a stop so tightening the anchor bolts does not interfere with panel isolation in three (3) planes. Bushing assemblies can be applied to the ends of steel cross members where applicable. All assemblies shall be Type PB as manufactured by Mason Industries, Inc. 4. A one piece molded bridge bearing neoprene washer/bushing. The bushing shall surround the anchor bolt and have a flat face to avoid metal to metal contact. Neoprene bushings shall be Type HG as manufactured by Mason Industries, Inc. 5. Spring isolators shall be free standing and laterally stable without any housing and complete with a molded neoprene cup or 1/4 in. neoprene acoustical friction pad between the baseplate and the support. All mountings shall have leveling bolts that must be rigidly bolted to the equipment. Spring diameters shall be no less than 0.8 if the compressed height of the spring at rated load. Springs shall have a minimum additional travel to solid equal to 50% of the rated deflection. Submittals shall include spring diameters, deflection, compressed spring height and solid spring height. Mountings shall be Type SLF as manufactured by Mason Industries, Inc. 6. Restrained spring mountings shall have an SLF mounting as described in Specification 5, within a rigid housing that includes vertical limit stops to prevent spring extension when weight is removed. The housing shall serve as blocking during erection. A steel spacer shall be removed after adjustment. Installed and operating heights are equal. A minimum clearance of 1/2 in. shall be maintained around restraining bolts and between the housing and the spring so as not to interfere with the spring action. Limit stops shall be out of contact during normal operation. Since housings will be bolted or welded in position there must be an internal isolation pad. Housing shall be designed to resist all seismic forces. Mountings shall have Anchorage Preapproval "R" Number from OSHPD in the state of California certifying the maximum certified horizontal and vertical load ratings. Mountings shall be SLR as manufactured by Mason Industries, Inc. 7. Spring mountings as in Specification 5 built into a ductile iron or steel housing to provide all directional seismic snubbing. The snubber shall be adjustable vertically and allow a maximum if 1/4 in. travel in all directions before contacting the resilient snubbing collars. Mountings shall have an Anchorage Preapproval "R" Number from OSHPD in the State of California verifying the maximum certified horizontal and vertical load ratings. Mountings shall be SSLFH as manufactured by Mason Industries, Inc. 8. Air Springs shall be manufactured with upper and lower steel sections connected by a replaceable flexible nylon reinforced neoprene element. Air spring configuration shall be multiple bellows to achieve a maximum natural frequency of 3 Hz. Air Springs shall be designed for a burst pressure that is a minimum of PLUMBING 220000- 19 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA 2. Supplementary Support Steel: a. Contractor shall supply supplementary support steel for all equipment, piping, ductwork, etc. including roof mounted equipment, as required or specified. 3. Attachments: a. Contractor shall supply restraint attachment plates cast into housekeeping pads, concrete inserts, double sided beam clamps, etc. in accordance with the requirements of the vibration vendor's calculations. H. Seismic Force Levels 1. The following force levels will be used on this project. Minimum "G" Forces Equal to or Exceeding Building Code Listed in E. Building "G" Force "G" Force "G" Force "G" Force For Code for all pipes, Duct & for Rigidity for Flexibility Life Safety Conduit Mounted Mounted Equipment Either Equipment Equipment Rigidity or Flexibility Mounted Zone Horiz. Vert. Horiz. Vert. Horiz. Vert. Horiz. Vert. UBC BOCA .25 .08 0.4 0.15 0.1 0.15 0.6 0.2 SBCCI I. Product Intent: 1. All vibration isolators and seismic restraints described in this section shall be the product of a single manufacturer. Mason Industry's products are the basis of these Specifications; products of other manufacturers are acceptable provided their systems strictly comply with the Specifications and have the approval of the specifying engineer. Submittals and certification sheets shall be in accordance with Section D. 2. For the purposes of this project, failure is defined as the discontinuance of any attachment point between equipment or structure, vertical permanent deformation greater than 1/8 in. and/or horizontal permanent deformation greater than 1/4 in. J. Product Description: Vibration Isolators and Seismic Restraints: 1. Two (2) layers of 3/4 in. thick neoprene pad consisting of 2 in. square waffle modules separated horizontally by a 16 gauge galvanized shim. Load distribution plates shall be used as required. Pads shall be Type Super"W" as manufactured by Mason Industries, Inc. 2. Bridge-bearing neoprene mountings shall have a minimum static deflection of 0.2 PLUMBING 220000- 18 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA calculations. Where preapproved devices are not available, submittals based on independent testing are preferred. Calculations(including the combining of tensile and shear loadings)to support seismic restraint designs must be stamped by a registered professional engineer with at least five years of seismic design experience and licensed in the state of the job location. Testing and calculations must include both shear and tensile loads as well as one test or analysis at 450 to the weakest mode. (3) Analysis must indicate calculated dead loads, static seismic loads and capacity of materials utilized for connections to equipment and structure. Analysis must detail anchoring methods, bolt diameter, embedment and/or welded length. All seismic restraint devices shall be designed to accept,without failure, the forces detailed in Section H acting through the equipment center of gravity. Overturning moments may exceed forces at ground level. E. Code and Standards Requirements: 1. Typical Applicable Codes and Standards- most recent or enforced code: a. Massachusetts State Building Code. b. BOCA National Mechanical Code. C. NFPA 90A. F. Manufacturer's Responsibility: 1. Manufacturer of vibration isolation and seismic control equipment shall have the following responsibilities: a. Determine vibration isolation and seismic restraint sizes and locations. b. Provide vibration isolation and seismic restraints as scheduled or specified. C. Provide calculations and materials if required for restraint of unisolated equipment. d. Provide installation instructions, drawings and trained field supervision to insure proper installation and performance. G. Related Work: 1. Housekeeping Pads: a. Housekeeping pad reinforcement and monolithic pad attachment to the structure details and design shall be prepares by the restraint vendor if not already indicated on the Drawings. b. Housekeeping pads shall be coordinated with restraint vendor and sized to provide a minimum edge distance of ten(10) bolt diameters all around the outermost anchor bolt to allow development of full drill-in wedge anchor ratings. If cast-in anchors are to be used, the housekeeping pads shall be sized to accommodate the ACI requirements for bolt coverage and embedment. PLUMBING 220000- 17 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA or bolted connection to structure. Single sided "C"type beam clamps for support rods of overhead piping, ductwork, or any other equipment are not acceptable on this project as seismic anchor points. 3. Transverse Bracing: a. Restraint(s)applied to limit motion perpendicular to the centerline of the pipe, duct or conduit. 4. Longitudinal Bracing: a. Restraint(s)applied to limit motion parallel to the centerline of the pipe, duct or conduit. D. Manufacturer's Data: 1. The manufacturer of vibration isolation and seismic restraints shall provide submittals for products as follows: a. Descriptive Data: (1) Catalog cuts or data sheets on vibration isolators and specific restraints detailing compliance with the Specification. (2) Detailed schedules of flexible and rigidly mounted equipment, showing vibration isolators and seismic restraints by referencing numbered descriptive Drawings. b. Shop Drawings: (1) Submit fabrication details for equipment bases including dimensions, structural member sizes and support point locations. (2) Provide all details of suspension and support for ceiling hung equipment. (3) Where walls, floors, slabs or supplementary steel work are used for seismic restraint locations, details of acceptable attachment methods for ducts, conduit and pipe must be included and approved before the condition is accepted for installation. Restraint manufacturer's submittals must include spacing, static loads and seismic loads at all attachment and support points. (4) Provide specific details of seismic restraints and anchors; include number, size and locations for each piece of equipment. C. Seismic Certification and Analysis: (1) Seismic restraint calculations must be provided for all connections of equipment to the structure. Calculations must be stamped by a registered professional engineer with at least five years of seismic design experience, licensed in the state of the job location. (2) All restraining devices shall have a preapproval number from California OSHPD or some other recognized government agency showing maximum restraint ratings. Preapprovals based on independent testing are preferred to preapprovals based on PLUMBING 220000- 16 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA 5. This Specification is considered to be minimum requirements for seismic consideration and is not intended as a substitute for legislated, more stringent, national, state or local construction requirements(i.e. California Title 24, California OSHPD, Canadian Building Codes, or other requirements). 6. Any variance or non-compliance with these Specification requirements shall be corrected by the Contractor in an approved manner. 7. Seismic restraints shall be designed in accordance with seismic force levels as detailed in Section H. B. The work in this Section includes, but is not limited to, the following: 1. Vibration isolation for piping, ductwork and equipment. 2. Equipment isolation bases. 3. Flexible piping connections. 4. Seismic restraints for isolated equipment. 5. Seismic restraints for non-isolated equipment. 6. Certification of seismic restraint designs and installation supervision. 7. Certification of seismic attachment of housekeeping pads. 8. All mechanical systems. Equipment buried underground is excluded but entry of services through the foundation wall is included. Equipment referred to below is typical. (Equipment not listed is still included in this Specification). Air Separators Battery Racks Compressors Comp. Room Units Conduit Electrical Panels Piping Pumps(AII types) Tanks(All types) C. Definitions: 1. Life Safety Systems a. All systems involved with fire protection including sprinkler piping,fire pumps,jockey pumps,fire pump control panels, service water supply piping, water tanks,fire dampers and smoke systems. b. All systems involved with and/or connected to emergency power supply including all generators, transfer switches, transformers and all flowpaths to fire protection and/or emergency lighting systems. C. All medical and life support systems d. Fresh air relief systems on emergency control sequence including air handlers, conduit, duct, dampers, etc. e. All life safety equipment has an asterisk on the equipment schedule. 2. Positive Attachment: a. A positive attachment is defined as a cast-in anchor, a drill-in wedge anchor, a double sided beam clamp loaded perpendicular to a beam, or a welded PLUMBING 220000- 15 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA 2.14 GAS SERVICE A. Apply for, and pay all fees and charges in connection with, and co-ordinate the installation of the new natural gas service. There will be (6) six gas meters, one for each unit. B. All labor and materials required for a complete installation which are not furnished by the utility company shall be furnished by the Plumbing Subcontractor at no extra cost to the Owner. C. The natural gas service will be furnished by Columbia Gas Company. 2.15 BACKFLOW PREVENTERS A. Furnish and install the following backflow preventers, as manufactured by Watts Regulator. B. This Subcontractor shall provide a spare parts repair kit for each 909 reduced pressure backflow preventer, to consist of a repair kit for the first check, second check, and relief valve. C. All backflow preventers shall be approved by the Massachusetts State Plumbing Examiners and shall be installed in strict accordance with manufacturer's recommendations and instructions, and in accordance with Regulation 310CMR 22.22. D. Units shall be Watts Regulator Co., Febco, Division of CMB, Ind., Hersey Products, Inc. E. The Plumbing Subcontractor shall file and prepare all applications for backflow preventer approval with the Department of Environmental Protection, and pay all fees and charges. F. All certificates of approval and test results shall be sent to the Architect. 2.16 VIBRATION AND SEISMIC CONTROL A. Intent: 1. All mechanical equipment, piping and ductwork as noted on the equipment schedule or in the Specification shall be mounted on vibration isolators and with flexible connections to prevent the transmission of vibration and mechanically transmitted sound to the building structure. Vibration isolators shall be selected in accordance with the weight distribution so as to produce reasonably uniform deflections. All fire protection vibration and seismic control shall meet NFPA requirements. 2. All isolators and isolation materials shall be of the same manufacturer and shall be certified by the manufacturer. 3. It is the intent of the seismic portion of Specification to keep all mechanical building system components in place during a seismic event. 4. All such systems must be installed in strict accordance with seismic codes, component manufacturer's and building construction standards. Whenever a conflict occurs between the manufacturers or construction standards, the most stringent shall apply. PLUMBING 220000- 14 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA surfaces. B. The Plumbing Contractor shall furnish all supports, brackets, bolts, etc. for proper installation of all fixtures requiring support. They shall be in accordance with the manufacturer's recommendations, and, if necessary, shall be built into place as the building progresses. This Contractor shall be held responsible for the stability and proper support of all plumbing fixtures. C. Refer to plumbing fixture schedule on Drawings for fixture type, make, and model numbers. 2.11 DOMESTIC HOT WATER HEATERS(WH-1) A. Furnish and install water heaters as indicated on the Drawings and Water Heater Schedule. B. Dwelling Units Tankless Water Heater: a. Navien condensing tankless gas water heater, Model NPE-180A. Certified design according to ANSI Z21.10.3/CSA 4.3 standards for indoor installation. Gas input range 150,000 to 15,000 btuh. Dual primary and secondary stainless steel heat exchangers for optimum efficiency and durability. Built-in control panel that allows for adjustment of temperature settings and displays the operating status and error codes. Included with a built-in .0.5 gallon buffer tank and recirculation pump. Compatible with 3" PVC vent up to 100', without elbows. b. Provide condensate neutralizer model no. UA1300001A. C. Provide 3"vent termination caps and wall flanges, Model BH2535006A. 2.12 PARLOR GAS WALL HEATER(GWH-1) A. Direct vent wall furnace, Rinnai Model EX22C (RHFE-559FTA-A-N. Gas rate input of 8,200 low and 21,500 high and an output rate of 6,560 low and 17,200 high. Unit restarts automatically when ignition or combustion fails, there are two timer settings that start and turns off the heater, gas flow is provided with precise gas flow by operating from one to seven stages, quiet operation. B. Venting shall be concentric thru wall. Unit comes standard with A vent kit, for angled units additional extension parts shall be provided as required. 2.13 WATER METER A. The Plumbing Contractor shall furnish and install (1) water meter with remote meter readouts, Neptune, Model TM — size 1 %2' where shown on the drawings. Meter to be complete with dry contacts for interlock with energy management system. B. Meters to read in cubic feet and shall be Neptune, Hersey Products, Inc., Badger Meter Company, Trident Meter and are to be approved by the local water department prior to purchasing and installing. PLUMBING 220000- 13 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA sealing lap, 1" thick for hot water, and return hot water'/" thick for cold water. Insulation shall be one piece snap-on type. B. Fittings shall be insulated with mitered cut insulation applied over fittings with joints taped. Cold water piping shall also have mastic applied to all overlapping surfaces to form a vapor barrier. C. Insulation and fitting jackets shall be installed according to the manufacturer's recommendations. Any gaps or fishmouths shall be remade. D. Install a twelve (12") inch length of wood blocking at each hanger; insulation shall run continuous through the hanger. Jacket shall match adjacent insulation jacket. 2.7 THERMOMETERS A. Thermometers shall be Jay, Moeller, Palmer, Taylor, Trerice, or Weiss, equal to Trerice 80700 with aluminum case, industrial glass, dial type, 4-1/2" diameter, 2°F subdivisions. Stem length shall be sufficient to assure accurate and fast response, but in no case less than 3-1/2" nor less than one-third of pipe diameter in which installed. Each thermometer shall be provided with a brass, monel, or stainless steel separable socket of matching length, and with lagging extensions when installed in insulated pipe. Thermometers shall be adjustable angle type, positioned as required to be easily seen and read from normal operator's position. B. Ranges shall be manufacturer's standard closest to the following: 1. Hot water: 30 degrees F— 180 degrees F. 2. Cold water: 0 degrees F- 100 degrees F. C. Provide at inlet and outlet of tankless water heaters. 2.8 PRESSURE GAUGES A. 4 '/2" dial, double spring with soft copper tubing loop and petcock. Operating range shall be in the center of the scale. To be U.S. Gage Co., March, or Trience Corp. B. Provide at all water entrances, before and after pressure reducing valves. 2.9 WATER HAMMER ARRESTERS A. Where indicated on the Drawings, furnish and install Precision Plumbing Products, Inc. SC-Series type shock absorbers, sizes as shown on Drawings, or as required. 2.10 PLUMBING FIXTURES AND FIXTURE TRIMMINGS A. General Requirements: Reference made herein to numbers of plumbing fixtures to establish type and quality of materials. Angle stops, straight stops, stops integral with the faucets, or concealed type of lock shield, loose key pattern stops for supplies shall be furnished and installed with fixtures. Exposed traps and supply pipes for all fixtures and equipment shall be chrome plated and connected to the rough piping systems at the wall. Wall escutcheons shall be chromium plated or nickel plated brass with polished, bright PLUMBING 220000- 12 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA H. Hangers to be adequate size to include insulation. Furnish and install galvanized steel insulation protection shields outside of insulation on pipe sizes 2" and larger to prevent crushing or indenting of insulation of hangers. H. Provide plastic coated steel hangers to support vent piping at 6 ft. intervals. 2.4 TRAPS A. Traps at fixtures shall be listed in the Fixture Schedule. Exposed traps shall be chrome plated. B. Traps shall be service weight cast-iron where buried in floors or serving floor drains. Where traps are not connected directly under the drain they serve in the floor, they shall be fitted with top cleanouts and extensions to the floor with access covers and plates. C. Furnish and install traps as required for all items of equipment furnished under other Sections of these Specifications, and/or the Owner. 2.5 CLEANOUTS/ACCESS PANELS A. Where cleanouts occur in finished floors throughout the building, they shall be Zurn ZN-1405-2, nickel-bronze for concrete finish floor; Zurn ZN-1405-7 nickel-bronze recessed for resilient floors; Zurn ZN-1405-7 for ceramic tile floors; ZN-1405-14 for carpeted floors; by J. R. Smith or Wade. B. Wall cleanouts shall be brass, recessed head plugs with Zurn ZN-1440-1 access frame and cover. C. Access covers shall be flush with finished floors and walls. Where floor cleanouts occur above finish floors above grade, they shall be provided with flange, clamping collar and 24" x 24", 16 oz. copper flashing. Copper flashing shall be furnished and installed by the Plumbing Subcontractor. D. Provide access panels for all concealed inaccessible valves, balancing fittings, cleanouts, shock absorbers, and trap primers in masonry walls, plastered walls, plastered or gypsum wallboard ceilings. Access panels shall be furnished by the Plumbing Subcontractor and installed by tradesmen of wall or ceiling finish. Access panels in plaster shall be Karp Type DSC-214 PL(12"x 12" min.); in walls shall be Karp Type DSC-214M "Universal" (12" x 12"). For drywall ceilings shall be Karp Sesame Slim Trim Access Hatches, Type KSTDW/CAD(12"x 12" min.). E. Cleanouts shall be Zurn Industries, Inc.,Wade Division, Josam Mfg. Co., Jay R. Smith Co. F. Access panels shall be Karp Associates, Inc., Inryco, Inc., Milcor Division, Birmingham Ornamental Iron. 2.6 INSULATION A. All water piping shall be insulated with Armaflex closed cell pipe insulation with self- PLUMBING 220000- 11 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA and chain. C. Gate Valves: 1. Where indicated on the Drawings, all gate valves 4" and larger, shall be Class 125 iron body bronze mounted with body and bonnet conforming to 200 psi wog non-shock cast iron, flanged ends, with Teflon packing, two-piece packing gland assembly, Hammond Figure 1 R1138, Stockman. 2. Valves 3" and smaller where indicated on the Drawings shall be Class 125. Body and bonnets shall be of ASTM B62 cast bronze composition, solid disc, copper silicone alloy stem, brass packing gland, Teflon packing, and malleable handwheel, solder end, Stockham Figure B-104, Hammond 1 R1138. 3. Valves shall be as manufactured by Stockham, Hammond, or American Valve. D. Check Valves 1. Check valves shall be furnished and installed where indicated on the Drawings. Checks up to 2" shall be Class 125. Solder ends, body and caps shall be ASTM B62 cast bronze composition, swing type disc, Stockham Figure B-309. 2. Check valves 2 %2" and larger shall be iron body, bronze mounted with body and cap conforming to ASTM A126, Class B cast iron, flanged, swing type disc, Stockham Figure G-931. 3. Check valves shall be as manufactured by Stockham, Jenkins, or Lunkenheimer. E. Vacuum relief valves shall be Watts Model 36A—%" G. Globe valves shall be as manufactured by Hammond IB-418 or IB-440. 2.3 HANGERS A. Hangers shall be as manufactured by Grinnell Company, Carpenter& Paterson, or Fee& Mason. B. For hot and cold water piping - Grinnell Company's figure No. CT-99 heavily copper plated at 6 ft. intervals for copper tubing 1 %" or less, 10 ft. intervals for piping 1 '/2' and larger. Provision shall be made to allow for expansion and contraction of all piping. C. Hangers or supports shall be placed within 1 ft. of each horizontal elbow. Vertical runs of pipe not over 5 ft. in length shall be supported on hangers placed not over 12" from the elbow on the connecting horizontal run. D. All vertical piping shall be supported at each story height, with a support at the base of vertical cast iron pipe. E. Perforated strap iron hanger or Milford type copper plated steel hangers are not acceptable. F. Where piping is supported from ceiling beams, support parallel pipes from different beams. G. Support pipes sufficiently clear of all part of structure to allow for full thickness of insulation. PLUMBING 220000- 10 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA PART 2-PRODUCTS 2.1 PIPING MATERIALS A. All soil, waste and vent piping for the dwelling units shall be Polyvinyl Chloride (PVC). Polyvinyl chloride(PVC) pipe and fittings are permitted where the waste temperature is below 60°C(140 1F). PVC piping and fittings shall NOT be used for the following applications: 1. Spaces such as mechanical equipment rooms. 2. Exposed in mechanical equipment rooms. 3. Exposed inside of ceiling return plenums. B. Polyvinyl chloride sanitary waste, drain, and vent pipe and fittings shall be schedule 40 solid core sewer piping conforming to ASTM D 1785 and ASTM D2665, sewer and drain series with ends for solvent cemented joints. C. Fittings: PVC fittings shall be solvent welded socket type using solvent cement conforming to ASTM D2564. Minimum size below slab shall be 2". D. All soil, waste and vent piping in which PVC is not acceptable it shall be as follows: Hubless Cast Iron pipe and fittings shall conform to CISPI Standard 301.All pipe and fittings shall be marked with the collective trademark of the Cast Iron Soil Pipe Institute and listed by NSF International. Hubless Couplings shall conform to CISPI Standard 310 for standard couplings and be certified by NSF International or ASTM C-1540 for heavy duty couplings where indicated. Gaskets shall conform to ASTM C-564. No hub pipe and fittings manufacturers: Charlotte Pipe and Foundry Co., Tyler Pipe, AB&I Foundry. Hubless coupling manufacturers: Tyler Coupling, Mission Rubber Co,Anaco, Ideal. E. All buried soil,waste,and vent, lines where PVC is not acceptable shall be Hub and Spigot Cast Iron pipe and fittings shall conform to ASTM A-74.All pipe and fittings shall be marked with the collective trademark of the Cast Iron Soil Pipe Institute and be listed by NSF International. Pipe and fittings to be Service(SV)or Extra Heavy(XH). Joints will be made using a"Charlotte Seal'compression gasket manufactured from an elastomer meeting the requirements of ASTM C-564. Minimum size below ground shall be 2". Hub and spigot pipe and fittings Manufacturers: Charlotte Pipe and Foundry Co.,Tyler Pipe,AB&I Foundry. F. Minimum vent terminal through the roof shall be 4". Vent flashing at the roof shall be by Roofing Contractor. G. All hot and cold water piping shall be hard copper Type "L" seamless drawn tubing, assembled with sweat fittings. All solders used shall be lead free, cadmium free, "Silberbrite-100", or equal, complying with the latest issue of ANSI A-5.8 publications. All exposed runs to all toilet fixtures and sinks shall be chrome plated. 2.2 VALVES A. On water lines inside the building, ball valves shall be as manufactured by Watts Series B6001. Valves shall be provided with stainless steel ball, reinforced teflon seats and seals, bronze body, 400 psi wog, positive 100% shut-off. All valves to be furnished with valve handle extension sized to match pipe insulation thickness. B. Drain valves at all low points shall be '/2" or W solder by W hose end with attached cap PLUMBING 220000- 9 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA 1.18 RECORD DRAWINGS A. Submit Record Drawings as specified in Project Closeout. B. Record Drawings shall reflect all changes from the contract Drawings whether by Change Order or by field conditions. Principal dimensions of concealed work and for piping installation. Valve numbers shall be added as soon as established. 1.19 CO-ORDINATION OF TRADES A. The Plumbing Subcontractor shall give full cooperation to the Subcontractors of other trades, and shall furnish any information necessary to permit the work of all trades to be installed satisfactorily and with least possible interference or delay. The Plumbing Subcontractor shall cooperate with the other sub trades in preparing a complete set of co-ordination drawings. B. In areas where conflicts may occur, if so directed by the Architect, this Subcontractor shall prepare composite sketches, at a suitable scale, not less than %"=1', clearly showing how his work is to be installed in relation to the work of other trades. C. Piping and other equipment shall not be installed in congested and possible problem areas by this Subcontractor without first co-ordinating the installation of same with other trades and the Architect. This Subcontractor, at his own expense, shall relocate all uncoordinated piping and other equipment installed should they interfere with the proper installation and mounting of electrical equipment, ductwork, piping, hung ceilings, and other structural finishes by the other trades. D. This Subcontractor shall co-ordinate the elevations of all piping and equipment in hung ceilings for the installation of recessed lighting fixtures, duct boxes, etc. Conflicts shall be brought to the attention of the Architect for a decision before piping and/or equipment of other trades is installed. E. In areas where, due to construction conditions, more than one trade is required to use common openings in chases, shafts and sleeves for the passage of conduits, raceways, piping, ductwork and other materials, this Subcontractor must plan and locate the positions of equipment to be furnished under this Section so that all items including piping and/or equipment of other trades may be accommodated within the space available. Location and positioning shall be done prior to installation of same and to the satisfaction of the Architect. F. This Subcontractor, before installing his work, shall see that it does not interfere with the clearances required for finished columns, pilasters, partitions or walls, as shown on the Contract, Architectural, or Structural Drawings showing foundations, floor plans, roof plans, and details. G. Piping work that is installed under this Contract which interferes with the architectural design or building structure, shall be changed as directed by the Architect, and all costs incidental to such changes shall be paid by this Subcontractor at no additional cost to the Owner. PLUMBING 220000-8 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA B. Piping containing water shall not be installed concealed in walls having an exterior exposure above grade, unless specifically so shown on the Drawings. When pipes are indicated to be installed in exterior walls, the Plumbing Contractor shall be responsible for ensuring that wall and pipe insulation is properly installed to protect them from freezing. 1.16 OPERATING INSTRUCTIONS A. After all final tests and adjustments have been completed, fully instruct the proper Owner's representative in all details of operation of equipment installed. Supply qualified personnel to operate equipment for sufficient length of time to assure that Owner's representative is properly qualified to take over operation and maintenance procedures. This Subcontractor shall video tape the instruction procedures and deliver two (2) copies of the tape with the Operation and Maintenance Manuals. B. Furnish the Architect, for his approval, three (3) copies of an Operation and Maintenance Manual. Inscribe the following identification on the cover: the words, "Operation and Maintenance Manual", the name and location of the equipment or the building, the name of the Subcontractor, and the Contract number. The manual shall have a Table of Contents with tab sheets placed before each section. The instructions shall be legible and easily read, with large sheets of drawings folded in. The manuals shall be bound in hard binders or an approved equivalent. C. The Manual shall include the following information: 1. Description of systems. 2. Description of start-up, operation, and shutdown. 3. Schedule of adjustment, care, and routine maintenance for each item of equipment. 4. Lubrication chart. 5. Wiring and control diagrams with data to explain detailed operation and control of each item of equipment. 6. Valve chart. 7. List of recommended spare parts. 8. Copies of all service contracts. 9. List of all names, addresses, and phone numbers of all Subcontractors as well as the local representative for each item of equipment. 1.17 GUARANTEE A. The Plumbing Contractor shall guarantee the satisfactory operation of his work in all parts for a period of one(1)year after the date of final acceptance, and shall agree to promptly repair or replace any items of his work which are found to be defective during this period. B. The Plumbing Contractor shall pay for repair of damage to the building caused by defects in his work and for repair to plaster, wood, and other materials or equipment caused by replacement or repairs to the entire satisfaction of the Architect. C. Any part of the work installed under this Contract requiring excessive maintenance shall be considered as being defective. PLUMBING 220000- 7 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA 1.12 ENVIRONMENTAL CONDITIONS A. All necessary tools machinery, scaffolding, and transportation for completion of his Contract shall be provided by the Plumbing Contractor. B. The Plumbing Contractor shall provide his own portable extension lines and obtain 120 volt, 60 cycle, single phase electric energy from the General Contractor to drive his machines and light his work. He shall provide his own light bulbs, plugs, sockets, etc. C. All broken or waste material, rags, packing, etc., resulting from his work shall be removed by the Plumbing Contractor. 1.13 PROTECTION A. The Plumbing Contractor shall, at all times, fully protect his work and materials from injury or loss by others. Any injury or loss which may occur shall be made good without expense to the Owner. The Plumbing Contractor shall be responsible for the proper protection of all his materials until the building is accepted by the Owner. 1.14 CUTTING AND PATCHING A. Cutting and/or drilling of all openings and holes 4" in diameter or smaller, required for the installation of plumbing in the building, shall be performed by the Plumbing Contractor. All work and materials shall be installed in such a manner and at such time to keep cutting and patching to a minimum. Cutting and/or drilling of structural supports (i.e. beams or joists) is not allowed without written approval by the Architect. Location for openings, etc. shall be checked by the Plumbing Contractor, and error due to failure to co-ordinate work with other divisions shall be the responsibility of the Plumbing Contractor failing to co-ordinate, who shall make the corrections at his own expense. B. All holes larger than 4" in diameter shall be provided by the General Contractor. C. Work shall include furnishing and locating sleeves or inserts required before the new walls are built, or be responsible for the cost of cutting and patching required for pipes where sleeves were not installed or where incorrectly located. The Plumbing Contractor shall do all drilling required for the installation of hangers. D. Patching of all holes, after installation of piping or equipment, shall be performed by the General Contractor or appropriate tradesmen. E. All pipe cutting or threading shall be done in a location approved by the Owner. F. No pipe cutting or threading shall be done in areas where completed concrete floor slab is to remain in finishes or be painted later. Should this area be necessary, the Plumbing Contractor shall cover the entire working area with canvas tarpaulins in an approved manner. 1.15 WORK CONCEALED A. All piping, hangers and supports shall be installed concealed in all areas except storage rooms, closets, and mechanical or electrical equipment rooms. PLUMBING 220000-6 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA 1.8 PERMITS, FEES AND INSPECTIONS A. The Plumbing Contractor shall secure all permits and pay all fees required for his work. He shall be required to secure all other permits and pay all other fees and charges incidental to the proper carrying out of the Contract. He is to assume all responsibility regarding the observance of the rules and regulations so far as they relate to his part of the work. B. The Plumbing Contractor shall arrange and pay for all required inspections of his work. 1.9 TEMPORARY HOOK-UPS A. The General Contractor will provide any temporary hook-ups required for the use of water or sanitary for construction purposes and testing out apparatus as specified in Section 01500. 1.10 PLANS AND SPECIFICATIONS A. The Plumbing Contractor shall refer to the Architectural Drawings of interior details, plans, elevations, and structural layout in preparing his estimate. These documents are intended to supplement the Mechanical and Electrical Plans and Specifications and any applicable work indicated or implied thereon is to be considered a part of the Contract requirements. B. The Specifications complementary and anything called for, or reasonably implied, in the Plans and not in the Specifications, or vice versa, shall be considered as called for or reasonably implied in both. C. The Plumbing Contractor shall not scale the Drawings. D. Because of the small scale of the Drawings, it is not possible to indicate all offsets,fittings and accessories that may be required. The Plumbing Contractor shall carefully investigate the structural and finish conditions affecting all his work and shall arrange such work accordingly, furnishing such fittings, traps, offsets, valves, and accessories as may be required to meet such conditions, at no additional cost. 1.11 DELIVERY, STORAGE, AND HANDLING A. Delivery: The Plumbing subcontractor shall provide for the delivery of all his materials and fixtures to the building site when required so as to carry on his work efficiently and to avoid delaying his work and that of other trades. The Plumbing Contractor shall take delivery of all pre-purchased plumbing fixtures and equipment, and shall be responsible for the proper handling, storage, and protection of these materials from that point on. Any damage or loss of these materials after delivery shall be the responsibility of this Contractor. B. Storage and Handling: The Plumbing Contractor shall, at all times, fully protect his work and materials from injury or loss by others. Any injury or loss which may occur shall be made good without expense to the Owner. The Plumbing Contractor shall be responsible for the proper protection of all his materials until the building is accepted by the Owner. PLUMBING 220000- 5 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA injury at his own expense. All pipes left open during the progress of the work shall be capped or plugged at all times. All instruments and operating apparatus shall be protected by suitable means. H. The Plumbing Contractor shall be responsible for all equipment and materials installed under this Section until the final acceptance of the project by the Owner. I. The Plumbing Contractor shall check all of the Architectural Plans and Specifications before ordering any materials and the installation of work. Any discrepancies shall be called to the attention of the Architect before proceeding with the work. 1.5 QUALITY ASSURANCE A. Equality of materials or articles other than those named or described in this Section will be determined in accordance with the provisions of the General Requirements, except that substitutions will only be considered for items where the words, "or equal" appear in the product specification, and as approved by the Architect and Owner. B. The Plumbing Contractor shall agree to accept as final the results of tests secured by a qualified testing laboratory engaged by the Owner. Tests will be conducted in accordance with the General Requirements. 1.6 PRODUCTS A. With the exception of items specifically noted otherwise, all materials used shall be U.S. made, new, full weight, and first class in every respect, without defects, and designed to function properly in that portion of the work for which they are intended, and with the same brand of manufacturer for each class of material or equipment. Electrical materials and equipment of types for which there are Underwriters Laboratories standard require- ments, listings, or labels shall conform to their requirements and be so labeled. 1.7 SUBMITTALS A. Before ordering materials shipped to the job, the Plumbing Contractor shall submit to the Architect six (6) sets of catalogue cuts, manufacturers' data sheets, or Shop Drawings, giving all details, dimensions, capacities, etc. of all materials to be furnished. B. The Plumbing Contractor shall check the Shop Drawings thoroughly for compliance with the Plans and Specifications before submitting them to the Architect for review, making any and all changes which may be required. C. The review of Shop Drawings by the Architect shall not relieve the Plumbing Contractor from any obligation to perform the work strictly in accordance with the Contract Drawings and Specifications. The responsibility for errors in Shop Drawings shall remain with the Plumbing Contractor. D. In the event that materials are being delivered to or installed on the job for which Shop Drawings or samples have not been approved and/or which are not in accordance with the Specifications, the Plumbing Contractor will be required to remove such materials and substitute approved materials at his own expense and as directed by the Architect. PLUMBING 220000-4 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA Plumbing Code and local laws, rules, regulations, and codes pertaining thereto. Where provisions of the Contract Documents conflict with any codes, rules or regulations, the latter shall govern. Where the Contract requirements are in excess of applicable codes, rules or regulations, the Contract provisions shall govern unless the Architect rules otherwise. B. The Plumbing Contractor shall comply with the Local Code Enforcement Officials' instructions at no additional cost to the Owner. 1.4 INSTALLATION REQUIREMENTS A. The Plumbing Contractor shall employ only competent and experienced workmen at a regular schedule in harmony with the other tradesmen on the job. He shall also exercise care and supervision of his employees in regard to proper and expeditious laying out of his work. B. The Plumbing Contractor shall have a Foreman or Superintendent assigned to the Project who shall be authorized to make decisions and receive instructions exactly as if the Plumbing Contractor himself were present. The Foreman or Superintendent shall not be removed or replaced without the express approval of the Architect after construction work begins. C. The Plumbing Contractor shall be held responsible for any injuries or damage done to the building premises or adjoining property or to other Subcontractors'work resulting from the execution of his part of the work in any manner whatsoever; and in case of dispute arising as to the extent or share of responsibility incurred by the Plumbing Contractor, it is agreed between the Owner and the Plumbing Contractor that such liability and extent of damage shall be finally determined by the Architect whose decision shall be final and binding on both parties to the Contract for the work in question. D. The Plumbing Contractor shall co-ordinate to the fullest extent with all other trades in order to expedite the progress of the work. He shall furnish all information pertaining to his materials as to sizes, locations, and means of support, to all other trades requiring such information. The Plumbing Contractor shall also furnish all sleeves,frames, beams, supports, inserts, etc., hereinafter specified so that the General Contractor may build them in place. In case of failure on the part of the Plumbing Contractor to give proper information as above, he will be required to bear the extra expense involved due to such failure. E. The arrangement of all piping, duct work, conduit, wire and cable indicated on the Drawings is diagrammatic only, and indicates the minimum requirements of this work. Conditions at the building shall determine the actual arrangement of runs, bends, offsets, etc. The Plumbing Contractor shall lay out all his work and be responsible for the accuracy thereof. Conditions at the building shall be the determining factor for all measurements. F. All work shall be laid out and installed so as to require the least amount of cutting and patching. Drilling of all holes required for the installation of pipes, conduit, and cable runs shall be performed by the Subcontractor installing such items. G. The Plumbing Contractor shall be responsible for the proper protection of his work and materials from injury or loss at the hands of others and shall make good such loss or PLUMBING 220000- 3 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA SECTION 22 00 00 PLUMBING PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Include General Conditions, Supplementary General Conditions, and applicable parts of Division 1, as part of this Section. B. Examine all other Sections of the Specifications for requirements, which affect work under this Section whether or not such work is specifically mentioned in this Section. C. Co-ordinate work with that of all other trades affecting, or affected by the work of this Section. Co-operate with such trades to assure steady progress of all work under the Contract. 1.2 SCOPE OF WORK A. Furnish all labor, materials, plant, equipment and services necessary for and reasonably incidental to the complete installation of all plumbing work specified herein and/or indicated on the Drawings, including, but not limited to, the following: 1. New sanitary, waste and vent systems piping inside the building and to10'-0" outside of the foundation wall, or as specifically called out on the Drawings. Fur- nish piping, traps, flanges, seals, cleanouts, fixtures, drains, supports, and roof terminals. 2. New hot and cold water distribution and water heaters. Furnish piping, fittings, insulation, supports, valves, as well as tankless gas fired water heaters. 3. Provide and install pressure reducing valves at domestic water service entrance and one master water meter. Coordinate with Town of Northampton. 4. Provide backflow preventers (point-of-use types) where shown on Drawings, specified, or required. 5. Natural Gas piping systems per Massachusetts Fuel Gas Code, including connections to new gas service, tankless water heaters and parlor heaters. 6. Plumbing fixtures and supports. 7. Arrange for inspections and perform cleaning and testing. 8. All final connections to all items of equipment furnished by others requiring water, gas, drain, and waste connections. 9. Furnish access panels. 10. Guarantee and instructions. B. Refer to appropriate Division - 2 Sections for trenching and backfill required in conjunction with plumbing piping; not work of this Section. 1.3 CODES, ORDINANCES AND INSPECTIONS A. All materials and the installation thereof shall conform to the requirements of the Massachusetts State Building Code, Electrical Code, Massachusetts Fuel Gas and PLUMBING 220000-2 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA PART1 -GENERAL................................................................................................................................2 1.1 RELATED DOCUMENTS............................................................................................................2 1.2 SCOPE OF WORK....................................................................................................................2 1.3 CODES, ORDINANCES AND INSPECTIONS............................................................................2 1.4 INSTALLATION REQUIREMENTS ............................................................................................3 1.5 QUALITY ASSURANCE.............................................................................................................4 1.6 PRODUCTS...............................................................................................................................4 1.7 SUBMITTALS............................................................................................................................4 1.8 PERMITS, FEES AND INSPECTIONS.......................................................................................5 1.9 TEMPORARY HOOK-UPS.........................................................................................................5 1.10 PLANS AND SPECIFICATIONS .................................................................................................5 1.11 DELIVERY, STORAGE, AND HANDLING...................................................................................5 1.12 ENVIRONMENTAL CONDITIONS ..............................................................................................6 1.13 PROTECTION ............................................................................................................................6 1.14 CUTTING AND PATCHING ........................................................................................................6 1.15 WORK CONCEALED..................................................................................................................6 1.16 OPERATING INSTRUCTIONS....................................................................................................7 1.17 GUARANTEE .............................................................................................................................7 1.18 RECORD DRAWINGS................................................................................................................8 1.19 CO-ORDINATION OF TRADES..................................................................................................8 PART2- PRODUCTS.............................................................................................................................9 2.1 PIPING MATERIALS..................................................................................................................9 2.2 VALVES.....................................................................................................................................9 2.3 HANGERS............................................................................................................................... 10 2.4 TRAPS..................................................................................................................................... 11 2.5 CLEAN 0 UTS/ACC ESS PANELS............................................................................................. 11 2.6 INSULATION........................................................................................................................... 11 2.7 THERMOMETERS................................................................................................................... 12 2.8 PRESSURE GAUGES............................................................................................................. 12 2.9 WATER HAMMER ARRESTERS............................................................................................. 12 2.10 PLUMBING FIXTURES AND FIXTURE TRIMMINGS................................................................ 12 2.11 DOMESTIC HOT WATER HEATERS (WH-1) ........................................................................... 13 2.12 PARLOR GAS WALL HEATER(GWH-1).................................................................................. 13 2.13 WATER METER....................................................................................................................... 13 2.14 GAS SERVICE......................................................................................................................... 14 2.15 BACKFLOW PREVENTERS..................................................................................................... 14 2.16 VIBRATION AND SEISMIC CONTROL..................................................................................... 14 PART3- EXECUTION..........................................................................................................................26 3.1 SOIL,WASTE, DRAIN AND VENT PIPING..............................................................................27 3.2 INSTALLATION OF SEWER PIPE...........................................................................................27 3.3 WATER PIPE FITTINGS AND CONNECTIONS.......................................................................27 3.4 CUTTING AND PATCHING .....................................................................................................28 3.5 INSULATION...........................................................................................................................28 3.6 SLEEVES AND ESCUTCHEONS ............................................................................................28 3.7 INSPECTION AND TESTS ......................................................................................................28 3.8 TESTING.................................................................................................................................29 3.9 CLEANING UP......................................................................................................................... 30 3.10 EQUIPMENT INSTALLATION...................................................................................................31 3.11 DISINFECTION.........................................................................................................................31 3.12 ACCESS PANELS....................................................................................................................31 3.13 BACKFLOW PREVENTERS.....................................................................................................31 3.14 ISOLATION VALVES................................................................................................................31 3.15 FIRE SAFING...........................................................................................................................32 PLUMBING 220000- 1 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA 1. Schedule 40,galvanized-steel pipe with cut-grooved ends; galvanized, grooved- end fittings for steel piping; grooved-end-pipe couplings for steel piping; and grooved joints. END OF SECTION FIRE PROTECTION 210000-23 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA F. No pipe cutting or threading shall be done in areas where completed concrete floor slab is to remain as finished or be painted later. Should this area be necessary, the Fire Protection Subcontractor shall cover the entire working area with canvas tarpaulins in an approved manner. 3.8 SERVICES A. Water Service 1. The Fire Protection Contractor shall be responsible for providing the new water service from the city main into the building to the location shown on plans,including all site work,piping,and valves thereto. The Fire Protection Subcontractor shall extend piping into building and shall flush and test main per NFPA prior to back fill. 3.9 PIPING SCHEDULE(Wet Pipe System) A. Piping between Fire-Department Connections and Check Valves: Galvanized, standard- weight steel pipe with threaded ends; cast-iron threaded fittings; and threaded joints or grooved ends; grooved-end fittings;grooved-end-pipe couplings; and grooved joints. B. Sprinkler specialty fittings may be used, downstream of control valves, instead of specified fittings. C. Standard-pressure, wet-pipe sprinkler system, NPS 2" and smaller, shall be the following: 1. Schedule 40, black-steel pipe with threaded ends; uncoated, gray-iron threaded fittings; and threaded joints. D. Standard-pressure, wet-pipe sprinkler system, NPS 2 '/"to NPS 4",shall be the following: 1. Schedule 10, black-steel pipe with threaded ends; uncoated, gray-iron threaded fittings; and threaded joints. E. Schedule 40, black-steel pipe with cut or roll grooved ends; uncoated, grooved-end fittings for steel piping; grooved-end-pipe couplings for steel piping; and grooved joints. F. Schedule 10, black-steel pipe with roll-grooved ends; uncoated, grooved-end fittings for steel piping;grooved-end-pipe couplings for steel piping;and grooved joints. G. Schedule 10, black-steel pipe with plain ends;welding fittings; and welded joints. 3.10 PIPING SCHEDULE(Dry Pipe System) A. Piping between Fire-Department Connections and Check Valves: Galvanized, standard- weight steel pipe with grooved ends; grooved-end fittings;grooved-end-pipe couplings; and grooved joints. B. Sprinkler specialty fittings may be used, downstream of control valves, instead of specified fittings. C. Standard-pressure, dry-pipe sprinkler system, NPS 2"and smaller shall be the following: 1. Schedule 40, galvanized-steel pipe with threaded ends; galvanized, gray-iron threaded fittings; and threaded joints. D. Standard-pressure, dry-pipe sprinkler system, NPS 2-1/2 to NPS 4, shall be the following: FIRE PROTECTION 210000-22 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA accordance with the valve manufacturer's appropriate trim diagram. Test valve for proper operation. D. Hose Cabinets: Install cabinet with 2-1/2" hose outlet valves with quick disconnect 2-1/2"to 1-1/2" reducing coupling hose and flow restriction device at each standpipe outlet. 3.5 PUMPER CONNECTION A. Install fire hose valve in locations and at mounting heights indicated, or if not indicated, at heights to comply with applicable regulations of governing authorities. B. Securely fasten fire hose,valve,and cabinets to structure,square and plumb,to comply with manufacturer's instructions. C. Identify equipment n cabinet with lettering spelling "FIRE DEPARTMENT VALVE". Provide lettering style, color, size and location. 3.6 FINAL CLOSEOUT A. Identification: Apply signs to control,drain,test,and alarm valves identifying their purpose and function. Provide lettering size and style selected by Architect/Engineer from NFPA's suggested styles. B. Adjustments: Place the system in operation with controls functioning. Adjust controls and apparatus for proper operation. Test thermometers and gauges for accuracy over the entire range. Remove and replace items found defective. 3.7 CUTTING AND PATCHING A. Cutting and/or patching of all openings and holes 4 " diameter, or 4 " square or smaller, required for the installation of fire protection in the building, shall be performed by the Fire Protection Subcontractor. All work and materials shall be installed in such a manner and at such time to keep cutting and patching to a minimum. Location for openings shall be checked by the Fire Protection Subcontractor and error, due to failure to co-ordinate work with other Divisions,shall be the responsibility of the Fire Protection Subcontractor failing to co-ordinate, who shall make the corrections at his own expense. B. All holes larger than 4"diameter,or 4"square,shall be provided by the General Contractor. C. Work shall include furnishing and locating sleeves or inserts required before the newwalls are built, or be responsible for the cost of cutting and patching required for pipes where sleeves were not installed,or where incorrectly located. The Fire Protection Subcontractor shall do all drilling required for the installation of hangers. D. Patching of all holes after installation of piping or equipment shall be performed by the General Contractor or appropriate tradesmen. E. All piping, cutting, and threading shall be done in a location approved by the Architect/Engineer. FIRE PROTECTION 210000-21 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA 3.3 INTERIOR PIPING INSTALLATION A. Install sprinkler piping to provide for system drainage in accordance with NFPA 13. B. Use approved fittings to make all changes in direction, branch takeoffs from mains, and reductions in pipe sizes. C. Install unions in pipes 2" and smaller adjacent to each valve. Unions are not required on flanged devices or in piping installations using grooved mechanical couplings. D. Install flanges or flange adapters on valves,apparatus,and equipment having 2-1/2 and larger connections. E. Hangers and Supports: Comply with the requirements of NFPA 13, and NFPA 14. Hanger and support spacing and locations for piping joined with grooved mechanical couplings shall be in accordance with the grooved mechanical coupling manufacturer's written instructions for rigid systems. F. Install test connections sized and located in accordance with NFPA 13 complete with shutoff valve. Test connections may also serve as drain pipes. G. Install pressure gauge on the riser or feed main at or near each test connection. Provide gauge with a connection not less than 1/4" and having a soft metal seated globe valve arranged for draining pipe between gauge and valve. Install gauges to permit removal and where they will not be subject to freezing. H. Threaded Joints: Conform to ANSI 81.20.1, tapered pipe threads for field cut threads. Join pipe,fittings, and valves as follows. 1. Flanged Joints: Align flanged surfaces parallel. Assemble joints by sequencing bolt tightening to make initial contact of flanges and gaskets as flat and parallel as possible. Use suitable lubricants on bolt threads. Tighten bolts gradually and uniformly to appropriate torque specified by the bolt manufacturer. J. Mechanical Grooved Joints: Cut or roll grooves on pipe ends dimensionally compatible with the couplings. K. End Treatment: After cutting pipe lengths, remove burrs and fins from pipe ends. 3.4 VALVE INSTALLATIONS A. General: Install fire protection specialty valves,fittings,and specialties in accordance with the manufacturer's written instructions, NFPA 13, and 14, and the authority having jurisdiction. B. Gate Valves: Install supervised open gate valves so located to control all sources of water supply except fire department connections. Where there is more than one control valve, provide permanently marked identification signs indicating the portion of the system controlled by each valve. C. Alarm Check Valves: Install valves in the vertical position in proper direction of flow including the bypass check valve and retard chamber drain line connection. Install valve trim in FIRE PROTECTION 210000-20 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA A. Prior to connecting sprinkler risers for flushing, flush water feed mains, lead-in connections and control portions of sprinkler piping. After fire sprinkler piping installation has been completed and before piping is placed in service,flush entire sprinkler system,as required to remove foreign substances, under pressure as specified in ANSI and NFPA 13. Continue flushing until water is clear, and check to ensure that debris has not clogged sprinklers. B. After flushing system,test fire sprinkler piping hydrostatically,for period of two(2)hours,at not less than 200 psi or at 50 psi in excess of maximum static pressure when maximum static pressure is in excess of 150 psi. Check system for leakage of joints. Measure hydrostatic pressure at low point of each system of zone being tested. Test dry-pipe hydrostatically except, in freezing conditions, test with air at pressures not less than 50 psi,for period of two (2)hours. Check system for leakage. Leave differential dry-valve clappers open during test, to prevent damage. C. Repair or replace piping system as required to eliminate leakage in accordance with ANSI/NFPA standards for 'little or no leakage", and retest as specified to demonstrate compliance. Do not use chemicals,stop-leak compounds, mastics,or other temporary repair methods. 3.2 FIRE SAFING A. Work Included: Provide labor, materials, and equipment necessary to complete the work including, but not limited to the following: 1. Fire safing at all penetrations through fire barriers. 2. Fire safing at all penetrations through smoke barriers. 3. Extent of fire and smoke barriers as indicated on the Architectural Drawings. 4. Fire safing at all penetrations through floors, shafts, corridor walls, stairway walls, mechanical rooms,electrical rooms,vaults,storage rooms,kitchen,machine rooms, outdoor storage rooms, and receiving rooms. B. Safing Insulation 1. Fire safing insulation shall be Thermafiber as manufactured by USG Interiors, Inc.or Architect-Engineer approved equal,4"minimum thickness by the required full length and width,or as indicated on the Drawings. 2. Provide incidental galvanized steel clip anchors. C. Seal Compound: At "poke-through" openings, apply "Firecode" seal compound as manufactured by USG Interiors, Inc., or approved equal, over Thermafiber fire safing. D. Preparation 1. At all fire rated assemblies, prepare all penetrations for pipes and perimeters. E. Application 1. Install approved fire safing insulation of proper size leaving no voids. Compress and friction fit fire safing and use attachment clips where necessary. 2. Seal completely around all openings and over the fire safing insulation with sealing compound. FIRE PROTECTION 210000- 19 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA 9. Swing Check valve shall be equal to-Victaulic Style 717/717R, spring assisted type for vertical or horizontal installation, with tapping for automatic ball drip, size as required. 10. Double check valve assembly as noted on plans, shall be furnished and installed by this contractor, DEP approved for backflow prevention, Ames Model Colt300, with gate valves. Provide test and repair kits. 11. Dry alarm valve shall be equal to Victaulic Series 768-NXT,complete with Series 746- LPA accelerator,-air maintenance trim assembly,and-supervisory panel.The required air pressure shall be 13-psi(90-kPa).The valve shall be externally resettable,and all internal components shall be replaceable without removing the valve from the installed position. Include with air compressors as required. 12. Wet-pipe alarm check valve shall be equal to Reliable Model "E"with conventional trim kit, retarder, and excess pressure pump. 13. Alarm Test Modules: Furnish and install UL listed and FM approved-Victaul ic Company Style 720 TestMaster II"Test and Drain"for the alarm test loops,complete with combination sight glass/orifice. 14. Valves with Built-in Tamper Switches: Furnish and install, and each flow control station,-Victaulic Company Series 705 grooved ends, 300 psi.,slow closing butterfly valves, complete with built-in tamper switches, pressure responsive seat, and stem that is offset from the disc centerline to provide complete 360-degree circumferential seating. For 2" pipe size and larger;-Victaulic Company Series 728 for grooved or threaded pipe 2" and smaller. Valves shall be FM approved and UL listed, and the actuator housing shall be weatherproof. 15. Drain and test connections shall be equal to-Victaulic Company TestMaster II with sight glass, and test orifice. 16. Main water flow initiating device shall be equal to System Sensor or Potter Model PS10-2A attached to alarm check valve in non-interruptible position. 17. Water flow switches shall be equal to System Sensor Model WFD or Potter VSF D with two sets of SPDT contacts and time delay. 2.9 ACCESS PANELS A. Access panel doors for all concealed inaccessible valves, in masonry walls,plastered walls, plastered or gypsum wallboard ceilings, shall be furnished by the Fire Protection Subcontractor and installed by tradesmen of wall or ceiling finish. Access panels in plaster shall be Karp type DSC-214 PL(12"by 12"). For dry wall ceilings,shall be Karp Sesame Slim Trim Access Hatches, Type KSTDW/CAD (12"x 12" minimum.) PART 3- EXECUTION 3.1 CLEANING AND TESTING FIRE PROTECTION 210000- 18 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA D. Install valves where required for proper operation of piping and equipment,including valves in branch lines where necessary to isolate sections of piping. Locate valves so as to be accessible and so that separate support can be provided when necessary. E. Install valves with stems pointed up, in vertical position where possible, but in no case with stems pointed downward from horizontal plane unless unavoidable. 2.8 FIRE PROTECTION SPECIALTIES A. Provide fire protection specialties, UL listed, and/or FM approved. Provide sizes and types which mate and match piping and equipment connections. Subject to compliance with requirements, provide fire protection specialties of the following:-Victaulic Company, Viking Corporation, or engineer approved equal. 1. Upright sprinkler heads shall be Victaulic Model V27 or V34 standard upright sprinkler head with chrome finish.Temperature rating 155°F or as required by the insurance underwriter. Mechanical room and heads shall have a 212°F rating. 2. Pendent sprinkler heads shall be recessed type,-Victaulic Model V27 or V34 with chrome finish.Temperature rating 155°F or as required by the insurance underwriter. Mechanical room and heads shall have a 212o F rating. 3. Concealed pendent sprinkler heads shall be Victaulic Model 38 with white cover plate. Temperature rating 155°F or as required by the insurance underwriter. 4. Head guards shall be equal to Victaulic Company for upright sprinklers in areas specified on drawings.Guards shall be listed,supplied,and approved for use with the sprinkler by the sprinkler manufacturer. 5. Spare sprinklers shall be provided in one 12-head cabinet equal to Victaulic SA Series-cabinet. Each cabinet shall have an assortment of heads as used on the job and also an approved type sprinkler head wrench; mount cabinet in alarm check valve area. Provide one cabinet at each alarm valve riser. 6. Tamper switches shall be equal to System Sensor or Potter Electrical Signal Company, Model OSYS-B,small case,and shall be installed on all control valvesfor the sprinkler system. 7. Flush mounted Fire Department pumper connection shall be wall mounted, stortz type, cast brass body, dual drop clappers, brass plugs with chains, all with rough chrome-plated finish and lettering on escutcheon reading, "Automatic Sprinkler", equal to Potter-Roemer. Hose connection sizes and threads shall match Local Fire Department standards. Install a 90-degree elbow with drain connection to allow for system drainage to prevent freezing. Basis of Design:Victaulic#10-DR. 8. Automatic ball drips,as manufactured by Potter-Roemer shall be Fig.5982,size 3/4", of straight design in case brass. Install in horizontal position only. FIRE PROTECTION 210000- 17 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA H. Install hangers and supports to allow controlled movement of piping systems and to permit freedom of movement between pipe anchors and to facilitate action of expansion joints, expansion loops, expansion bends and similar units. I. Pipe Slopes: Install hangers and supports to provide pipe slopes and so that maximum pipe deflections allowed to ANSI B31 Pressure Piping Codes are not exceeded. J. Hanger Adjustments: Adjust hangers so as to distribute loads equally on attachments. 2.7 VALVES A. Provide factory-fabricated valves recommended by manufacturer for use in service indicated. Provide valves of types and pressure ratings indicated;provide proper selection as determined by Installer to comply with installation requirements. Provide end connections which properly mate with pipe, tube, and equipment connections. Where more than one type is indicated, selection is Installer's option. 1. Unless otherwise indicated, provide valves of same size as upstream pipe size. 2. Provide handwheels,fastened to valve stem,for valves other than quarter-turn. B. Gate Valves 1. Threaded End, 2" and Smaller: FM, UL-listed, 175 psi, bronze body, solid wedge, outside screw and yoke, rising stem. Crane: 459 Fairbanks: 0222 Hammond: IB681 Jenkins: 275U Stockham: B-133 Walworth: 904 2. Flanged End, 2-1/2"and larger: FM, UL listed, 175 psi, iron body bronze mounted, solid wedge, outside screw and yoke, rising stem. Crane: 467 Fairbanks: 0412 Hammond: IR1154 Jenkins: 825-A Stockham: G-634 Walworth: 8713-F C. Check Valves 1. 2-1/2"and Larger: FM, 175 psi, iron body bronze mounted, renewable composition disc and bronze seat ring, bolted cover,flanged ends. Fairbanks: 0711 Jenkins: 729 Stockham: G-940 Walworth: 8883-LT FIRE PROTECTION 210000- 16 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA 1. Adjustable Steel Clevis Hangers: MSS Type 1,for piping larger than 4". 2. Adjustable Steel Band Hangers: MSS Type 7,for piping 4"and less. 3. Two-Bolt Riser Clamps: MSS Type 8. B. Provide factory-fabricated hanger-rod attachments complying with MSS SP-58,of one of the following MSS types listed,selected by Installer to suit horizontal piping hangers and building attachments, in accordance with MSS SP-69 and manufacturer's published product information. Use only one type by one manufacturer for each piping service. Select size of hanger-rod attachments to suit hanger rods. 1. Steel Turnbuckles: MSS Type 13. 2. Swivel Turnbuckles: MSS Type 15. 3. Malleable Iron Sockets: MSS Type 16. 4. Steel Weldless Eye Nuts: MSS Type 17. C. Provide factory-fabricated building attachments complying with MSS SP-58, of one of the following types listed,selected by Installer to suit building substrate conditions,in accordance with MSS SP-69 and manufacturer's published product information. Select size of building attachments to suit hanger rods. 1. Top Beam C-Clamps: MSS Type 19. 2. Side Beam or Channel Clamps: MSS Type 20. 3. C-Clamps: MSS Type 23. 4. Side Beam Clamps: MSS Type 27. 5. Malleable Beam Clamps: MSS Type 30. D. Subject to compliance with requirements, provide hangers and supports of one of the following: B-Line Systems Inc. Carpenter and Patterson, Inc. Corner&Lada Co., Inc. Elcen Metal Products Co. Fee&Mason Mfg. Co. ITT Grinnell Corp. E. Install building attachments at required locations on structural steel for proper piping support. Space attachments within maximum piping span length indicated on MSS SP-69. Install additional building attachments where support is required for additional concentrated loads, including valves, flanges, guides, strainers, expansion joints, and at changes in direction of piping. F. Install hangers, supports, clamps and attachments to support piping properly from building structure;com ply with MSS SP-69. Arrange for grouping of parallel runs of horizontal piping to be supported together on trapeze type hangers where possible. Install supports with maximum spacing complying with MSS SP-69. Where piping of various sizes is to be supported together by trapeze hangers, space hangers for smallest pipe size or install intermediate supports for smaller diameter pipe. Do not use wire or perforated metal to support piping, and do not support piping from other piping. G. Support sprinkler piping independently of other piping. FIRE PROTECTION 210000- 15 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA Fill and pack annular space between sleeve and pipe with oakum, calk with lead, on both sides. M. Provide pipe escutcheons as specified herein with inside diameter closely fitting pipe outside diameter, or outside of pipe insulation where pipe is insulated. Select outside diameter of escutcheon to completely cover pipe sleeve extension,if any. Furnish pipe escutcheons with nickel or chrome finish for occupied areas; prime paint finish for unoccupied areas. 1. Pipe Escutcheons for Dry Areas: Provide chrome plated sheet steel escutcheons, solid or split hinged. 2. Subject to compliance with requirements, provide pipe escutcheons of one of the following: Chicago Specialty Mfg. Co. Producers Specialty&Mfg. Co. Sanitary-Dash Mfg. Co. 3. Install pipe escutcheons on each pipe penetration through floors,walls,partitions,and ceilings where penetration is exposed to view; and on exterior of building. Secure escutcheon to pipe so escutcheon covers penetration hole,and is flush with adjoining surface. 2.4 PIPING JOINING MATERIALS (Wet pipe System) A. Pipe-Flange Gasket Materials: AWWA C110, rubber, flat face, 1/8 inch (3.2 mm)thick or ASME B1 6.21, nonmetallic and asbestos free, EPDM rubber gasket. 1. Class 125/150, Ductile-Iron Flanges and Class 150, Bronze Flat-Face Flanges: Full-face gaskets. B. Metal, Pipe-Flange Bolts and Nuts: Carbon steel unless otherwise indicated. C. Welding Filler Metals: Comply with AWS D10.12M/D10.12 for welding materials appropriate for wall thickness and chemical analysis of steel pipe being welded. 2.5 PIPING JOINING MATERIALS (Dry pipe System) A. Pipe-Flange Gasket Materials: AWWA C110, rubber, flat face, 1/8 inch (3.2 mm) thick or ASME B1 6.21, nonmetallic and asbestos free. 1. Class 125, Cast-Iron and Class 150, Bronze Flat-Face Flanges: Full-face gaskets. 2. Class 250, Cast-Iron and Class 300, Raised-Face Flanges: Ring-type gaskets. B. Metal, Pipe-Flange Bolts and Nuts: ASME 818.2.1,carbon steel unless otherwise indicated. 2.6 SUPPORTS, ANCHORS, AND SEALS A. Provide factory-fabricated piping hangers and supports complying with MSS SP-58,of one of the following MSS types listed,selected by Installer to suit piping systems,in accordance with MSS SP-69 and manufacturer's published product information. Use only one type by one manufacturer for each piping service. Select size of hangers and supports to exactly fit pipe size. FIRE PROTECTION 210000- 14 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA access for servicing building and its equipment. Hold piping close to walls, overhead construction, columns and other structural and permanent-enclosure elements of building. Wherever possible in finished and occupied spaces,conceal piping from view, by locating in column enclosures, in hollow wall construction or above suspended ceilings;do not encase horizontal runs in solid partitions, except as indicated. E. Electrical Equipment Spaces: Do not run piping through transformer vaults,Elevator Machine Room, and other electrical or electronic equipment spaces and enclosures unless unavoidable. Install drip pan under piping that must be run through electrical spaces. Any piping intended to be run through electrical spaces shall be reviewed by the Architect prior to installation. F. Thread pipe in accordance with ANSI B2.1;cut threads full and clean using sharp dies. Ream threaded ends to remove burrs and restore full inside diameter. Apply pipe joint compound,or pipe joint tape(Teflon)where recommended by pipe/fitting manufacturer,on male threads at each joint and tighten joint to leave not more than 3 threads exposed. G. Flanged Joints: Match flanges within piping system, and at connections with valves and equipment. Clean flange faces and install gaskets. Tighten bolts to provide uniform compression of gaskets. H. Grooved Pipe Joints: Comply with fitting manufacturer's instructions for making grooves in pipe ends. Remove burrs and ream pipe ends. Assemble joints in accordance with manufacturer's instructions. I. Install ductile cast-iron water mains and appurtenances in accordance with AWWA C600. J. Clean exterior surfaces of installed piping systems of superfluous materials,and prepare for application of specified coatings(if any). K. Provide temporary equipment for testing, including pump and gages. Test each natural section of each piping system independently, but do not use piping system valves to isolate sections where test pressures exceed valve pressure rating. Fill each section with water and pressurize for indicated pressure and time. L. Pipe Sleeves: Provide pipe sleeves of one of the following: 1. Steel Pipe: Fabricate from schedule 40 galvanized steel pipe; remove burrs. 2. Plastic Pipe: Fabricate from Schedule 80 PVC plastic pipe; remove burrs. 3. Sleeve Seals: Provide sleeve seals for sleeves located in foundation walls below grade, or in exterior walls, caulked between sleeve and pipe. 4. Install pipe sleeves of types indicated where piping passes through walls, floors, ceilings and roofs. Do not install sleeves through structural members of work,except as detailed on drawings,or as reviewed by Architect. Install sleeves so that piping will have free movement in sleeve, including allowance for thermal expansion; but not less than 2 pipe sizes larger than piping run. Install length of sleeve equal to thickness of surface;except floor sleeves. Extend floor sleeves 1/4"above level floor finish, and 3/4" above floor finish sloped to drain. Provide temporary support of sleeves during placement of concrete and other work around sleeves, and provide temporary closure to prevent concrete and other materials from entering sleeves. 5. Sleeve Seals: Install in accordance with the following: FIRE PROTECTION 210000- 13 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA Victaulic Company. Grinnell Mechanical Products, TYCO Fire Products LP 12. Pressure Rating: 175 psig minimum. 13. Galvanized and Painted, Grooved-End Fittings for Steel Piping: ASTM A 47/A 47M, malleable-iron casting or ASTM A 536,ductile-iron casting;with dimensions matching steel pipe. 14. Grooved-End-Pipe Couplings for Steel Piping: AWWA C606 and UL 213, rigid pattern, unless otherwise indicated, for steel-pipe dimensions. Include ferrous housing sections, EPDM-rubber gasket, and bolts and nuts. 15. Steel Pressure-Seal Fittings: UL 213, FM-approved, 175-psig(1200-kPa)pressure rating with steel housing, rubber O-rings, and pipe stop; for use with fitting manufacturers' pressure-seal tools, NPS 2" and smaller. 16. Manufacturers: Subject to compliance with requirements: Victaulic Company. B. Interior Piping—Dry Pipe System 1. All steel piping shall be suitable for 175-psig(1200-kPa)minimum working pressure. 2. Schedule 40, Galvanized-Steel Pipe: ASTM A 53/A 53M, Type E, Grade B. Pipe ends may be factory or field formed to match joining method. 3. Galvanized-Steel Pipe Nipples: ASTM A 733, made of ASTM A 53/A 53M,standard- weight, seamless steel pipe with threaded ends. 4. Galvanized, Steel Couplings: ASTM A 865, threaded. 5. Galvanized,Gray-Iron Threaded Fittings: ASME 616.4,Class 125,standard pattern. 6. Malleable-or Ductile-Iron Unions: UL 860, NPS 2"and smaller. 7. Cast-Iron Flanges: ASME 816.1, Class 125, NPS 1"and larger. 8. Plain-End-Pipe Fittings: UL 213,ductile-iron body with retainer lugs that require one- quarter turn or screwed retainer pin to secure pipe in fitting, NPS 1"to 2". 9. Grooved-Joint, Steel-Pipe Appurtenances: 10. Subject to compliance with requirements, provide product by one of the following: a. Victaulic Company. b. Grinnell,a TYCO International Company 11. Pressure Rating: 175 psig minimum. 12 Galvanized,Grooved-End Fittings for Steel Piping: ASTM A 47/A 47M,malleable-iron casting or ASTM A 536, ductile-iron casting;with dimensions matching steel pipe. 13. Grooved-End-Pipe Couplings for Steel Piping: AWWA C606 and UL 213, rigid pattern, unless otherwise indicated, for steel-pipe dimensions. Include ferrous housing sections, EPDM-rubber gasket, and bolts and nuts. C. Install pipes and pipe fittings in accordance with recognized industry practices which will achieve permanently leak proof piping systems,capable of performing each indicated service without piping failure. Install each run with minimum joints and couplings, but with adequate and accessible unions for disassembly and maintenance/replacement of valves and equipment. Reduce sizes(where indicated)by use of reducing fittings. Align piping accurately at connections, within 1/16" misalignment tolerance. Comply with ANSI B31 Code for Pressure Piping. D. Locate piping runs,except as otherwise indicated,vertically and horizontally(pitched to drain) and avoid diagonal runs wherever possible. Orient horizontal runs parallel with walls and column lines. Locate runs as shown or described by diagrams,details and notations or,if not otherwise indicated,run piping in shortest route which does not obstruct usable space or block FIRE PROTECTION 210000- 12 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA approximately 3/8" high, and with 5/32" hole for fastener. Provide tags on all valves and control devices. 1. Provide 1-1/8" sq. brass tags with black lettering. 2. Provide manufacturer's standard solid brass chain(wire link or beaded type),or solid brass S-hooks of the sizes required for proper attachment of tags to valves, and manufactured specifically for that purpose. 3. Submit valve schedule for piping system,typewritten and reproduced on 8-1/2"x 11" bond paper. Tabulate valve number, piping system, system abbreviation(as shown on tag), location of valve (room or space), and variations for identification (if any). Mark valves which are intended for emergency shut-off and similar special uses, by special "flags", in margin of schedule. In addition to mounted copies, furnish extra copies for Maintenance Manuals as specified in Division 1. 4. For each page of valve schedule, provide glazed display frame, with screws for removable mounting on masonry walls. Provide frames of finished hardwood or extruded aluminum,with SSB-grade sheet glass. 5. Mount valve schedule frames and schedules in rooms where indicated or, if not otherwise indicated,where directed by Architect. 6. Furnish complete chart and flow diagram of entire system listing the valve number, fluid controlled, and zone reference location for all valves corresponding to the tag numbers. The chart shall be framed under glass and hung in the Mechanical Equip- ment Room where directed. Furnish two(2)extra copies of the chart to the Architect. In addition to the above, furnish a color coded floor plan of the entire building mounted at the main entrance. 7. Furnish and install a laminated red phenolic plate with engraved white lettering for each zone control flow switch and isolation valve at each sprinkler entrance and alarm valve. Nameplates shall be located adjacent to all exposed and concealed valves,approximately 12"below finished ceiling. In addition to the above a 6"x9"red phenolic plate with 2" high letters shall be mounted on the door of the Mechanical Room to indicate a sprinkler alarm valve. 2.3 PIPE, TUBE,AND FITTINGS A. Interior Piping—Wet Pipe System 1. All steel piping shall be suitable for 175-psig(1200-kPa)minimum working pressure. 2. Schedule 40,Black Steel Pipe: ASTM A 53/A 53M,Type E,Grade B. Pipe ends may be factory or field formed to match joining method. 3. Schedule 10, Black-Steel Pipe: ASTM A 135 or ASTM A 795/A 795M,Schedule 10 in NPS 4 (DN 125) and smaller; and NFPA 13-specified wall thickness in NPS 6 to NPS 10(DN 150 to DN 250), plain end. 4. Black Steel Pipe Nipples: ASTM A 733,made of ASTM A 53/A 53M,standard-weight, seamless steel pipe with threaded ends. 5. Uncoated, Steel Couplings: ASTM A 865, threaded. 6. Uncoated, Gray-Iron Threaded Fittings: ASME B16.4, Class 125, standard pattern. 7. Malleable-or Ductile-Iron Unions: UL 860, NPS 2"and smaller. 8. Cast-Iron Flanges: ASME 16.1, Class 125, NPS 1" or larger. 9. Steel Flanges and Flanged Fittings: ASME B16.5, Class 150. 10. Steel Welding Fittings: ASTM A 234/A 234M and ASME B16.9. 11. Grooved-Joint, Steel-Pipe Appurtenances: a. Subject to compliance with requirements, provide one of the following: FIRE PROTECTION 210000- 11 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA E. All piping, cutting, and threading shall be done in a location approved by the Architect- Engineer. F. No pipe cutting or threading shall be done in areas where completed concrete floor slab is to remain as finished or be painted later. Should this area be necessary, the Fire Protection Subcontractor shall cover the entire working area with canvas tarpaulins in an approved manner. PART2- PRODUCTS 2.1 FIRE PROTECTION PIPING MATERIALS AND PRODUCTS A. Provide piping materials and factory-fabricated piping products of sizes, types, pressure ratings,temperature ratings,and capacities as indicated. Where not indicated,provide proper selection as determined by Installer to comply with installation requirements. Provide sizes and types matching piping and equipment connections; provide fittings of materials, which match pipe materials used in fire protection piping systems. Where more than one type of material or product is indicated, selection is Installer's option. 2.2 BASIC IDENTIFICATION A. Subject to compliance with requirements,provide mechanical identification materials of one of the following: Allen Systems, Inc. Brady(W. H.)Co., Signmark Div. Industrial Safety Supply Co., Inc. Seton Name Plate Corp. B. Provide manufacturer's standard pre-printed,semi-rigid,snap-on,color-coded pipe markers, complying with ANSI A13.1. 1. For external diameters less than 6", provide full-band pipe markers, extending 3600 around pipe at each location, fastened as follows: Snap-on application of pre-tensioned, semi-rigid plastic pipe marker. 2. Lettering: Manufacturer's standard pre-printed nomenclature which best describes piping system in each instance, as selected by Architect. 3. Locate pipe markers as follows: a. Near each valve and control device. b. Spaced intermediately at maximum spacing of 50' along each piping run, except reduce spacing to 25'in congested areas of piping and equipment. C. Branch piping need not be marked. C. Provide manufacturer's standard solid brass valve tags with printed enamel lettering, with piping system abbreviation in approximately 3/16"high letters and sequenced valve numbers FIRE PROTECTION 210000- 10 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA B. In areas where conflicts may occur, if so directed by the Architect, this Subcontractor shall prepare composite sketches at a suitable scale,not less than 1/4"=V-0",clearly showing how his work is to be installed in relation to the work of other trades. C. Piping and other equipment shall not be installed in congested and possible problem areas by this Subcontractor without first coordinating the installation of same with other trades and the Architect. This Subcontractor,at his own expense,shall relocate all uncoordinated piping and other equipment installed should they interfere with the proper installation and mounting of electrical equipment,ductwork, piping, hung ceilings,and other structural finishes installed by other trades. D. This Subcontractor shall coordinate the elevations of all piping and equipment in hung ceilings for the installation of recessed lighting fixtures,duct boxes,etc. Conflicts shall be brought to the attention of the Architect for a decision before the piping and/or equipment of other trades is installed. E. In areas where, due to construction conditions, more than one trade is required to use common openings in chases, shafts and sleeves for the passage of conduits, raceways, piping,ductwork and other materials,this Subcontractor must plan and locate the positions of equipment to be furnished under this Section so that all items including piping and/or equipment of other trades may be accommodated within the space available. Location and positioning shall be done prior to installation of same and to the satisfaction of the Architect. F. This Subcontractor, before installing his work, shall see that it does not interfere with the clearances required for finished columns, pilasters, partitions or walls, as shown on the Contract Architectural or Structural Drawings showing foundations,floor plans,roof plans,and details. G. Piping work that is installed under this Contract which interferes with the architectural design or building structure, shall be changed as directed by the Architect, and all costs incidental to such changes shall be paid by this Subcontractor at no additional cost to the Owner. 1.19 CUTTING &PATCHING A. Cutting and patching of all openings and holes 4"diameter,or 4"square or smaller, required for the installation of fire protection in the building, shall be performed by the Fire Protection Subcontractor. All work and materials shall be installed in such a manner and at such time to keep cutting and patching to a minimum. Location for openings shall be checked by the Fire Protection Subcontractor and error,due to failure to coordinate work with other divisions,shall be the responsibility of the fire Protection Subcontractor failing to coordinate,who shall make the corrections at his own expense. B. All holes larger than 4" diameter, or 4" square, shall be provided by the General contractor. C. Work shall include furnishing and locating sleeves or inserts required before the new wall are built, or be responsible for the cost of cutting and patching required for pipes where sleeves were not installed,or where incorrectly located. The Fire Protection Subcontractor shall do all drilling required for the installation of hangers. D. Patching of all holes after installation of piping or equipment shall be performed by the General Contractor or appropriate tradesman. FIRE PROTECTION 210000-9 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA large sheets of drawings folded in. The manuals shall be bound in hard binders or an approved equivalent. C. The Manual shall include the following information: 1. Description of systems. 2. Description of start-up, operation, and shutdown. 3. Schedule of adjustment,care,and routine maintenance for each item of equipment. 4. Lubrication chart. 5. Wiring and control diagrams with data to explain detailed operation and control of each item of equipment. 6. Valve chart. 7. List of recommended spare parts. 8. Copies of all service contracts. 9. Performance curves for pumps, etc. 10. List of all names,addresses,and phone numbers of all Subcontractors as well as the local representative for each item of equipment. 1.16 GUARANTEE A. The Fire Protection Subcontractor shall guarantee the satisfactory operation of his work in all parts for a period of one (1) year after the date of final acceptance, and shall agree to promptly repair or replace any items of his work,which are found to be defective during this period. B. The Fire Protection Subcontractor shall pay for repair of damage to the building caused by defects in his work and for repair to plaster,wood,and other materials or equipment caused by replacement or repairs to the entire satisfaction of the Architect. C. Any part of the work installed under this Contract requiring excessive maintenance shall be considered as being defective. 1.17 RECORD DRAWINGS A. Refer to Division 1 for Record Drawings. B. Record Drawings shall reflect all changes from the Contract Drawings whether by change order or by field conditions. Principal dimensions shall be indicated of concealed work, fire protection lines, valves, and zone flow switches. All changes must be clearly marked with a bubble drawn around the area of work effected by the change. Record drawings shall be in electronic format(AutoCAD format). The owner shall be provided with one disk and two hard copies. 1.18 COORDINATION OF TRADES A. The Fire Protection Subcontractor shall give full co-operation to the Subcontractors of other trades, and shall furnish any information necessary to permit the work of all trades to be installed satisfactorily and with least possible interference or delay. The Fire Protection Subcontractor shall prepare coordination drawings on background provided by the HVAC Subcontractor. Co-ordination Drawings shall be minimum of %"=1"-0" and shall show all piping, heads, and equipment. FIRE PROTECTION 210000-8 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA D. Because of the small scale of the drawings,it is not possible to indicate all offsets,fittingsand accessories that may be required. The Fire Protection Subcontractor shall carefully investigate the structural and finish conditions affecting all his work and shall arrange such work accordingly, furnishing such fittings, traps, offsets, valves, and accessories as may be required to meet such conditions, at no additional cost. 1.12 PRODUCT HANDLING A. The Fire Protection Subcontractor shall provide for the delivery of all his materials and fixtures to the building site when required,to carry on his work efficiently and to avoid delaying his work and that of other trades. B. The Fire Protection Subcontractor shall at all times,fully protect his work and materials from injury or loss by others. Any injury or loss, which may occur, shall be made good without expense to the owner. The Fire Protection Subcontractor shall be responsible for the proper protection of all materials stored on site. 1.13 ENVIRONMENTAL CONDITIONS A. All necessary tools machinery,scaffolding, and transportation for completion of his Contract shall be provided by the Fire Protection Subcontractor. B. The Fire Protection Subcontractor shall provide his own portable extension lines and obtain 120 volt, 60 cycle, single phase electric energy from the General Contractor to drive his machines and light his work. He shall provide his own light bulbs, plugs, sockets, etc. C. All broken or waste material, rags, packing,etc.,resulting from his work shall be removed by the individual Subcontractor. 1.14 WORK CONCEALED A. All piping shall be installed concealed in all areas except storage rooms, closets, and mechanical or electrical equipment rooms, except that in rooms without ceilings, horizontal runs only may be exposed. B. Piping containing water shall not be installed concealed in walls,ceiling,or floor spaces having an exterior exposure above grade. 1.15 OPERATING AND MAINTENANCE MANUALS A. After all final tests and adjustments have been completed, fully instruct the proper Owner's representative in all details of operation of equipment installed. Supply qualified personnel to operate equipment for sufficient length of time to assure that Owner's representative is properly qualified to take over operation and maintenance procedures. This Subcontractor shall videotape the instruction procedures and deliver two (2) copies of the tape with the Operation and Maintenance Manuals. B. Furnish the Architect, for his approval, three (3) copies of an Operation and Maintenance Manual. Inscribe the following identification on the cover: the words, "Operation and Maintenance Manual", the name and location of the equipment or the building,the name of the Subcontractor,and the Contract number. The manual shall have a Table of Contents with tab sheets placed before each section. The instructions shall be legible and easily read,with FIRE PROTECTION 210000-7 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA 1. Shop drawings are subject to review and will require approval by Owner's insurer's rating organization and the local Fire Department before submitting to the Architect for approval. C. The Fire Protection Subcontractor shall check the shop drawings thoroughly for compliance with the Plans and Specifications before submitting them to the Architect for review, making any and all changes, which may be required. D. The review of shop drawings by the Architect shall not relieve the Fire Protection Subcontractor from any obligation to perform the work strictly in accordance with the Contract Drawings and Specifications.The responsibility for errors in shop drawings shall remain with the individual Subcontractor. E. In the event that materials are being delivered to or installed on the job for which shop drawings or samples have not been approved and/or which are not in accordance with the Specifications,the Fire Protection Subcontractor will be required to remove such materials and substitute approved materials at his own expense and as directed by the Architect. F. Submit certificate upon completion of fire protection piping work which indicates thatwork has been tested in accordance with ANSI and NFPA 13, and also that system is operational, complete, and has no defects. 1.9 PERMITS, FEES AND INSPECTIONS A. The Fire Protection Subcontractor shall secure all permits and pay all fees required for his work. He shall be required to secure all other permits and pay all other fees and charges incidental to the proper carrying out of the Contract. He is to assume all responsibility regard- ing the observance of the rules and regulations so far as they relate to his part of the work. B. The Fire Protection Subcontractor shall arrange and pay for all required inspections of his work. 1.10 TEMPORARY HOOK-UPS A. The General Contractor will provide any temporary hook-ups required for the use of water or sanitary for construction purposes and testing out apparatus as specified in Division 1. 1.11 PLANS AND SPECIFICATIONS A. The Fire Protection Subcontractor shall refer to the Architectural Drawings of interior details, plans, elevations, and structural layout in preparing his estimate. These documents are intended to supplement the Mechanical and Electrical Plans and Specifications and any applicable work indicated or implied thereon is to be considered a part of the Contract requirements. B. The Specifications and Plans are complementary and anything called for, or reasonably implied,in the Plans and not in the Specifications,or vice versa,shall be considered as called for or reasonably implied in both. C. The Fire Protection Subcontractor shall not scale the drawings. FIRE PROTECTION 210000-6 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA E. The arrangement of all piping,ductwork,conduit,wire and cable indicated on the drawings is diagrammatic only, and indicates the minimum requirements of this work. Conditions at the building shall determine the actual arrangement of runs, bends, offsets, etc. The Fire Protection Subcontractor shall lay out all his work and be responsible for the accuracy thereof. Conditions at the building shall be the determining factor for all measurements. In no case shall piping be installed laterally in thickness of slab or deck. F. All work shall be laid out and installed so as to require the least amount of cutting and patching. Drilling of all holes required for the installation of pipes, conduit, and cable runs shall be performed by the Subcontractor installing such items. All piping shall be installed concealed in finished spaces. G. The Fire Protection Subcontractor shall be responsible for the proper protection of his work and materials from injury or loss at the hands of others and shall make good such loss or injury at his own expense. All pipes left open during the progress of the work shall be capped or plugged at all times. All instruments and operating apparatus shall be protected by suitable means. H. The Fire Protection Subcontractor shall be responsible for all equipment and materials installed under this Section until the final acceptance of the project by the Owner. I. The Fire Protection Subcontractor shall check all of the Architectural Plans and Specifications and shall field verify all existing conditions before ordering any materials and the installation of work. Any discrepancies shall be called to the attention of the Architect before proceeding with the work. J. The fire protection sub-contractor shall furnish and install the water service to each building and shall flush and test all underground piping in the presence of the engineer and fire department. 1.7 PRODUCTS A. With the exception of items specifically noted otherwise,all materials used shall be U.S.made, new, full weight, and first class in every respect, without defects, and designed to function properly in that portion of the work for which they are intended, and with the same brand of manufacturers for each class of material or equipment. Electrical materials and equipment of types for which there are Underwriters Laboratories standard requirements, listings,or labels shall conform to their requirements and be so labeled. 1.8 SUBMITTALS A. Before ordering materials shipped to the job,the Fire Protection Subcontractor shall submit to the Architect one(1)electronic set of catalogue cuts or manufacturers'data sheets,giving all details, dimensions, capacities,etc. of all materials to be furnished. B. Submit hydraulic calculations and scaled layout drawings for fire protection pipe and fittings including, but not necessarily limited to, pipe and tube sizes,locations,elevations and slopes of horizontal runs,wall and floor penetrations, and connections. Show interface and spatial relationship between piping and proxdmate equipment. FIRE PROTECTION 210000- 5 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA H. Equality of materials or articles other than those named or described in this Section will be determined in accordance with the provisions of the General Requirements, except that substitutions will only be considered for items where the words, "or equal" appear in the product specification. I. The Fire Protection Subcontractor shall agree to accept as final the results of tests secured by a qualified testing laboratory engaged by the Owner. Tests will be conducted in accordance with the General Requirements. 1.5 CODES, ORDINANCES AND INSPECTIONS A. All materials and the installation thereof shall conform to the requirements of the Massachusetts State Building Code, Electrical Code, Fuel Gas and Plumbing Code and local laws, rules, regulations, and codes pertaining thereto. Where provisions of the Contract Documents conflict with any codes, rules or regulations, the latter shall govern. Where the Contract requirements are in excess of applicable codes, rules or regulations, the Contract provisions shall govern unless the Architect rules otherwise. B. The Fire Protection Subcontractor shall comply with the Local Code Enforcement Officials' instructions at no additional cost to the Owner. Review proposed system with said officials prior to commencing work. 1.6 INSTALLATION REQUIREMENTS A. The Fire Protection Subcontractor shall employ only competent and experienced workmen at a regular schedule in harmony with the other tradesmen on the job. He shall also exercise care and supervision of his employees in regard to proper and expeditious laying out of his work. B. The Fire Protection Subcontractor shall have a Foreman or Superintendent assigned to the Project who shall be authorized to make decisions and receive instructions exactly as if the Fire Protection Subcontractor himself were present. The Foreman or Superintendent shall not be removed or replaced without the express approval of the Architect after construction work begins. C. The Fire Protection Subcontractor shall be held responsible for any injuries or damage done to the building premises or adjoining property or to other Subcontractors'work resulting from the execution of his part of the work in any manner whatsoever;and in case of dispute arising as to the extent or share of responsibility incurred by the Fire Protection Subcontractor, it is agreed between the Owner and the Fire Protection Subcontractor that such liabilityand extent of damage shall be finally determined by the Architect whose decision shall be final and binding on both parties to the Contract for the work in question. D. The Fire Protection Subcontractor shall co-operate to the fullest extent with all other trades in order to expedite the progress of the work. He shall furnish all information pertaining to his materials as to sizes, locations, and means of support, to all other trades requiring such information. The Fire Protection Subcontractor shall also furnish all sleeves,frames,beams, supports, inserts, etc., hereinafter specified so that the General Contractor may build them in place. In case of failure on the part of the Fire Protection Subcontractor to give proper information as above, he will be required to bear the extra expense involved due to such failure. FIRE PROTECTION 210000-4 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA 1.3 SYSTEM DESIGN A. The Fire Protection Subcontractor shall perform a water flow test,and with this information, shall calculate pipe sizes and sprinkler head configuration and orifice sizes in accordance with NFPA 13. B. Sprinkler head and pipe run locations, as shown on the drawings, are to be interpreted as diagrammatic only. The Fire Protection Subcontractor shall produce a design based on actual available water pressure and submit it to the Architect for approval before beginning fabrication and installation. C. Design Criteria: Pipe sizing and sprinkler head layout shown on the drawings is provided to indicate a suggested pipe routing,zoning,and sprinkler head location,and shall not be used for estimating purposes. Location of piping and heads shall be coordinated with all other trades. Actual pipe sizing, types of heads, and layout shall be based on a hydraulically designed system in accordance with the requirements of NFPA 13,the local Fire Department, and the Insurance Underwriter. Location of sprinkler heads, in relation to the ceilings and walls and spacing of the heads,shall not exceed that permitted by NFPA 13 of the light hazard occupancy (ordinary hazard occupancies in Boiler Room, Storage Room, etc.) The Fire Protection Subcontractor shall prepare working drawings and hydraulic calculations per NFPA 13 and shall obtain local Fire Department and Insurance Underwriter approval prior to start of work. The Fire Protection Subcontractor shall perform water flow tests or obtain water flow data in writing from local authority. Coordinate work of this Section with all trades to avoid interference with ductwork, HVAC and plumbing, piping,electrical work,structure,etc. Final sprinkler head locations shall be subject to Architect's approval. The number of heads and pipe sizes may be increased or reduced due to hydraulic calculations or the installation of revised heads, provided the revised heads are UL listed and F.M.approved and meet NFPA 13, local Fire Department,and Insurance Underwriter's criteria. Additionally,all heads shall be in accordance with NFPA 13 recommendations. 1.4 QUALITY ASSURANCE A. Manufacturers: Firms regularly engaged in manufacture of fire protection piping systems products,of types,materials,and sizes required,whose products have been in satisfactory use in similar service for not less than five(5)years. B. NFPA Code: Comply with ANSI/NFPA 13, "Installation of Sprinkler System", 2006. C. FM Compliance: Comply with Factory Mutual "Approval Guide". D. FM Labels: Provide sprinkler products bearing FM approval labels. E. UL Labels: Provide fire sprinkler piping products which have been approved and labeled by Underwriters Laboratories. F. Local Fire Department/Marshall Regulations: Comply with governing regulations pertaining to fire sprinkler piping. Review proposed system with said officials prior to commencing work. G. Final installation of system is subject to approval by Owner's insurer's rating organization and local Fire Department. FIRE PROTECTION 210000-3 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA SECTION 21 00 00 FIRE PROTECTION PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Include General Conditions,Supplementary General Conditions,applicable parts of Division 1, and conditions of the Contract as part of this Section. B. Examine all other Sections of the Specifications for requirements which affect work under this Section whether or not such work is specifically mentioned in this Section. C. Coordinate work with that of all other trades affecting,or affected by the work of this Section. Cooperate with such trades to assure steady progress of all work under the Contract. 1.2 SCOPE OF WORK A. Furnish all labor, materials, appurtenances and services necessary for, and reasonably incidental to, the complete installation of all fire protection work for both buildings specified herein and/or indicated on the drawings, including, but not limited to, the following: 1. Provide fire protection service piping from the city water main to building entrance located on plans. 2. Provide and install double check backflow preventer per D.E.P. requirements. 3. Wet pipe and dry pipe alarm check valve stations complete with,but not necessarilylimited to,line size valve,retarding chamber,electric and hydraulic alarms,full indicating,control, drain trim,excess pressure pump,air compressor and alarms. 4. Complete wet and dry pipe automatic sprinkler system. System shall be installed in all spaces, unless otherwise noted,with Fire Department connection and system test and drain connections. 5. Provide complete Engineer Drawings and hydraulic calculations. 6. Furnish and install all required seismic hangers and supports required by code. 7. The Fire Protection Subcontractor shall furnish all labor and materials required for his own hoisting, rigging, and scaffolding during the entire course of the project. B. Refer to appropriate Division 2 Sections for trenching and backfill required in conjunction with the protection piping; not work of this Section. C. Related work, to be performed under other sections of this Specification shall include the following: 1. Power wiring of flow switches, tamper switches, electric bell, etc. back to the panel shall be by the Electrical Subcontractor, coordinated and as directed by the Fire Protection Subcontractor. 2. Cutting and patching. 3. Excavation and backfill. FIRE PROTECTION 210000-2 Upper Ridge Flats East Building June 8, 2015 Kuhn Riddle Architects Village Hill Northampton, MA PART1 -GENERAL............................................................................................................................................2 1.1 RELATED DOCUMENTS .......................................................................................................................2 1.2 SCOPE OF WORK..................................................................................................................................2 1.3 SYSTEM DESIGN ...................................................................................................................................3 1.4 QUALITY ASSURANCE..........................................................................................................................3 1.5 CODES, ORDINANCES AND INSPECTIONS.......................................................................................4 1.6 INSTALLATION REQUIREMENTS ........................................................................................................4 1.7 PRODUCTS.............................................................................................................................................5 1.8 SUBMITTALS ..........................................................................................................................................5 1.9 PERMITS, FEES AND INSPECTIONS...................................................................................................6 1.10 TEMPORARY HOOK-UPS .....................................................................................................................6 1.11 PLANS AND SPECIFICATIONS.............................................................................................................6 1.12 PRODUCT HANDLING...........................................................................................................................7 1.13 ENVIRONMENTAL CONDITIONS .........................................................................................................7 1.14 WORK CONCEALED..............................................................................................................................7 1.15 OPERATING AND MAINTENANCE MANUALS....................................................................................7 1.16 GUARANTEE ..........................................................................................................................................8 1.17 RECORD DRAWINGS............................................................................................................................8 1.18 COORDINATION OF TRADES ..............................................................................................................8 1.19 CUTTING &PATCHING .........................................................................................................................9 PART2-PRODUCTS.......................................................................................................................................10 2.1 FIRE PROTECTION PIPING MATERIALS AND PRODUCTS............................................................10 2.2 BASIC IDENTIFICATION ......................................................................................................................10 2.3 PIPE, TUBE,AND FITTINGS................................................................................................................11 2.4 SUPPORTS,ANCHORS,AND SEALS................................................................................................14 2.5 VALVES.................................................................................................................................................16 2.6 FIRE PROTECTION SPECIALTIES.....................................................................................................17 2.7 ACCESS PANELS.................................................................................................................................18 PART3- EXECUTION......................................................................................................................................18 3.1 CLEANING AND TESTING...................................................................................................................18 3.2 FIRE SAFING.........................................................................................................................................19 3.3 INTERIOR PIPING INSTALLATION .....................................................................................................20 3.4 VALVE INSTALLATIONS......................................................................................................................20 3.5 PUMPER CONNECTION......................................................................................................................21 3.6 FINAL CLOSEOUT................................................................................................................................21 3.7 CUTTING AND PATCHING..................................................................................................................21 3.8 SERVICES.............................................................................................................................................22 FIRE PROTECTION 210000- 1 ii •t\ i 1 I 3� i� " - NEW DRYSIDEWAL I SPRINKLER HEAP I it 1i I t W€) C Vii. 30M _ o E� j .._ . . t i t, �1;�N,; DRY SiDE1NACL SPRINKLER HEAD j f' ....... ... { ryry { Living R .. ; _._._ .... 0 1 C C Kitchen PARTIAL SECOND FLOOR DATE : 6-15-15 SKETCH NUMBER: LINDGREN&SHARPLES,P.C. FIRE PROTECTION PLAN SCALE : 3/4"=1'-0" CONSULTING ENGINEERS DRAWN: NMP PHONE:(413)732-4330 TA:(4t3)931-0733 UPPER RIDGE FLATS-EAST 430 COWWX WREST 3PWOREW,Ys Oita CHECKED : CPS ����� NORTHAMPTON,MA DWG FILE : FP1.2 j, i I 3 i NEW DRY SIDEWALL SPRINKLER HEAD __.. .._ ._.. f€ , 3 3 .iving Room 1 . . 1 a........ .. ... ::::....... C C r' i \\f 3 i NEW DRY SIDEWALL SPRINKLER HEAD ..... ..... ._.. i ...... .... f ......_ ....- __. .._.-.. L ..... ... VIII Ili n ... .... ... Q C is Living Room .... .. ...... . . 0 I C L[itrhnn C C PARTIAL FIRST FLOOR FIRE DATE : 6-15-15 SKETCH NUMBER : SLINDGREN&SHARPLES,P.C. PROTECTION PLAN SCALE : %"=1'-0" CONSULTING ENGINEERS DRAWN : NMP PHONE:(43)733-43W nz(413)731-07e5 UPPER RIDGE FLATS-EAST 435 CO"Ar.e SUMM 8"WG IM,ns 51154 CHECKED : CPS S Tj r,P— 1 1 NORTHAMPTON,MA lLj' JIDWGFILE : FP1.1 MEP & FP Project Manual UPPER RIDGE FLATS EAST BUILDING Village Hill Northampton, Massachusetts June 8, 2015 Lindgren & Sharples, P.C., Springfield, Massachusetts Final Calculations - Hazen-Williams Legacy Fire Protection Page 6 Upper Ridge Flats- East Building- 10-01-2015-FP Calc Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. I.C. or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 407 0.0 2.157 0.0 13.320 16.998 to 120.0 0.0 0.0 0.0 408 98.14 0.0737 0.0 13.320 0.982 Vel = 8.62 408 78.54 2.157 2E 12.307 22.850 17.980 to 120.0 0.0 12.307 0.0 TOR2 176.68 0.2188 0.0 35.157 7.693 Vel = 15.51 TOR2 0.0 3.26 E 9.408 7.000 25.673 to 120.0 B 13.44 22.848 6.032 ** Fixed Loss=3 BOR2 176.68 0.0292 Fsp 0.0 29.848 0.873 Vel = 6.79 BOR2 0.0 3.26 T 20.159 4.070 32.578 to 120.0 A 28.895 49.054 6.000 ** Fixed Loss= 6 UG2 176.68 0.0293 0.0 53.124 1.556 Vel = 6.79 UG2 0.0 6.16 T 43.037 100.000 40.134 to 140.0 0.0 43.037 0.866 TEST 176.68 0.0010 0.0 143.037 0.142 Vel = 1.90 250.00 Qa= 250.00 426.68 41.142 K Factor= 66.52 409 14.84 1.442 0.0 2.890 6.817 K Factor @ node EQ02 to 120.0 0.0 0.0 0.0 402 14.84 0.0159 0.0 2.890 0.046 Vel= 2.92 0.0 14.84 6.863 K Factor= 5.66 410 19.10 1.442 0.0 8.830 11.351 K Factor @ node EQ05 to 120.0 0.0 0.0 0.0 411 19.1 0.0254 0.0 8.830 0.224 Vel = 3.75 411 18.97 1.442 0.0 8.500 11.575 K Factor @ node EQ06 to 120.0 0.0 0.0 0.0 412 38.07 0.0908 0.0 8.500 0.772 Vel = 7.48 412 19.59 1.442 0.0 8.500 12.347 K Factor @ node EQ06 to 120.0 0.0 0.0 0.0 413 57.66 0.1960 0.0 8.500 1.666 Vel = 11.33 413 20.87 1.442 T 7.432 4.000 14.013 K Factor @ node EQ06 to 120.0 0.0 7.432 0.0 408 78.53 0.3470 0.0 11.432 3.967 Vel = 15.43 0.0 78.53 17.980 K Factor= 18.52 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Legacy Fire Protection Page 5 Upper Ridge Flats-East Building- 10-01-2015-FP Cale Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *"*'"** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn DP05 15.60 1.049 E 2.0 1.000 7.760 K Factor= 5.60 to 120'.0 0.0 2.000 -0.433 EQ05 15.6 0.0823 0.0 3.000 0.247 Vel= 5.79 0.0 15.60 7.574 K Factor= 5.67 DP04 14.82 1.049 T 5.0 1.000 7.000 K Factor= 5.60 to 120.0 0.0 5.000 -0.433 EQ04 14.82 0.0747 0.0 6.000 0.448 Vel = 5.50 0.0 14.82 7.015 K Factor= 5.60 DP03 14.82 1.049 T 5.0 1.000 7.000 K Factor= 5.60 to 120.0 0.0 5.000 -0.433 EQ03 14.82 0.0747 0.0 6.000 0.448 Vel= 5.50 0.0 14.82 7.015 K Factor= 5.60 DP06 15.75 1.049 T 5.0 1.000 7.910 K Factor=5.60 to 120.0 0.0 5.000 -0.433 EQ06 15.75 0.0837 0.0 6.000 0.502 Vel= 5.85 0.0 15.75 7.979 K Factor= 5.58 DP01 14.82 1.049 E 2.0 1.000 7.000 K Factor= 5.60 to 120.0 0.0 2.000 -0.433 EQ01 14.82 0.0747 0.0 3.000 0.224 Vel= 5.50 0.0 14.82 6.791 K Factor= 5.69 DP02 14.82 1.049 E 2.0 1.000 7.000 K Factor=5.60 to 120.0 0.0 2.000 -0.433 EQ02 14.82 0.0747 0.0 3.000 0.224 Vel= 5.50 0.0 14.82 6.791 K Factor= 5.69 401 14.82 1.442 0.0 4.530 6.791 K Factor @ node EQ01 to 120.0 0.0 0.0 0.0 402 14.82 0.0159 0.0 4.530 0.072 Vel= 2.91 402 14.84 1.442 T 7.432 7.220 6.863 to 120.0 0.0 7.432 0.0 403 29.66 0.0573 0.0 14.652 0.839 Vel= 5.83 403 15.53 1.442 0.0 6.000 7.702 K Factor @ node EQ03 to 120.0 0.0 0.0 0.0 404 45.19 0.1248 0.0 6.000 0.749 Vel= 8.88 404 16.26 1.442 0.0 5.820 8.451 K Factor @ node EQ04 to 120.0 0.0 0.0 0.0 405 61.45 0.2204 0.0 5.820 1.283 Vel= 12.07 405 17.45 1.442 0.0 6.000 9.734 K Factor @ node EQ04 to 120.0 0.0 0.0 0.0 406 78.9 0.3500 0.0 6.000 2.100 Vel= 15.50 406 19.24 1.442 T 7.432 2.420 11.834 K Factor @ node EQ04 to 120.0 0.0 7.432 0.0 407 98.14 0.5242 0.0 9.852 5.164 Vel= 19.28 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD Legacy Fire Protection Page 4 Upper Ridge Flats-East Building- 10-01-2015-FP Calc Date Node Elevation K-Fact Pt Pn Flow Density Area Press No Actual Actual Reg. DP05 8.0 5.6 7.76 na 15.6 0.15 104 7.0 EQ05 9.0 7.57 na DP04 8.0 5.6 7.0 na 14.82 0.15 79 7.0 EQ04 9.0 7.02 na DP03 8.0 5.6 7.0 na 14.82 0.15 95 7.0 EQ03 9.0 7.02 na DP06 8.0 5.6 7.91 na 15.75 0.15 105 7.0 EQ06 9.0 7.98 na DP01 8.0 5.6 7.0 na 14.82 0.15 98 7.0 EQ01 9.0 6.79 na DP02 8.0 5.6 7.0 na 14.82 0.15 96 7.0 EQ02 9.0 6.79 na 401 9.0 K=K@ EQ01 6.79 na 14.82 402 9.0 6.86 na 403 9.0 K=K @ E003 7.7 na 15.52 404 9.0 K=K @ EQ04 8.45 na 16.26 405 9.0 K=K @ EQ04 9.73 na 17.45 406 9.0 K=K @ EQ04 11.83 na 19.24 407 9.0 17.0 na 408 9.0 17.98 na TOR2 9.0 25.67 na BOR2 2.0 32.58 na UG2 2.0 40.13 na TEST 0.0 41.14 na 250.0 409 9.0 K=K @ EQ02 6.82 na 14.84 410 9.0 K=K @ EQ05 1135 na 19.1 411 9.0 K=K @ EQ06 11.57 na 18.97 412 9.0 K=K @ EQ06 12.35 na 19.59 413 9.0 K=K @ EQ06 14.01 na 20.87 The maximum velocity is 19.28 and it occurs in the pipe between nodes 406 and 407 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 rnuiiys UbUU Ouiiuiidiy Legacy Fire Protection Page 3 Upper Ridge Flats- East Building - 10-01-2015- FP Cale Date Fitting Legend Abbrev. Name Y2 3/4 1 1% 11/2 2 21/2 3 3'/2 4 5 6 8 10 12 14 16 18 20 24 A Alarm Rei E1 &E3 7.7 21.5 17 27 29 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a*show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a*will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 VVdICi JUG. Ply lrUl VC V Legacy Fire Protection Page 2 Upper Ridge Flats- East Building- 10-01-2015- FP Calc Date City Water Supply: Demand: C1 -Static Pressure 89 D1 - Elevation 3.898 C2 - Residual Pressure: 82 D2 -System Flow : 176.676 C2- Residual Flow 1350 D2 -System Pressure 41.142 Hose ( Demand ) : 250 D3-System Demand :426.676 Safety Margin 47.027 150 140 130 P 120 R 110 E 100 C1 S 90 C S 80 U 70 R 60 E 50 D 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW N ^ 1.85) Comouter Proorams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Legacy Fire Protection Page 1 Upper Ridge Flats-East Building- 10-01-2015-FP Calc Date HYDRAULIC CALCULATIONS for Project name: Upper Ridge Flats- East Building Location: 73 Village Hill Road Northampton, MA 01053 Drawing no: FP 2 Date: 10-01-2015 Design Remote area number: 4 Remote area location: Owner Storage Occupancy classification: Ordinary Hazard Group I Density: .15-Gpm/SgFt Area of application: 912-SgFt Coverage per sprinkler: 130-SgFt Type of sprinklers calculated: Victaulic Semi-Recessed Pendents No, of sprinklers calculated: 10 In-rack demand: -GPM Hose streams: 250-GPM Total water required(including hose streams): 426.68-GPM @ 41.14-Psi Type of system: Wet Volume of dry or preaction system: -Gal Water supply information Date: 05-23-15 Location: Hydrant 1 and Hydrant 2 Source: Northampton DPW Name of contractor: Legacy Fire Protection Address: 592 Center St., Ludlow, MA Phone number: (413)589-0672 Name of designer: DM Authority having jurisdiction: Notes:(Include peaking information or gridded systems here) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Legacy Fire Protection 592 Center St Ludlow, MA 01056 413 589-0672 Job Name Upper Ridge Flats- East Building- 10-01-2015- FP Cale Building FP 2 Location 73 Village Hill Road Northampton, MA 01053 System 4 Contract Data File Flats- East Building - 10-01-2015- FP Cale Area 4.WXF Scott D. .,�. Henderson 2015.10.02 fr ' '00'04- 12:35:32 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Legacy Fire Protection Page 6 Upper Ridge Flats-East Building- 10-01-2015-FP Calc Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "*i`" Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 211 0.0 1.101 E 3.825 10.420 21.474 to 150.0 T 9.563 13.387 4.331 204 20.08 0.0685 0.0 23.807 1.631 Vel = 6.77 0.0 20.08 27.436 K Factor= 3.83 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Legacy Fire Protection Page 5 Upper Ridge Flats-East Building- 10-01-2015-FP Calc Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. I.C. or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 201 18.60 1.101 T 9.563 0.300 17.870 K Factor=4.40 to 150.0 0.0 9.562 0.0 202 18.6 0.0595 0.0 9.862 0.587 Vel = 6.27 202 18.60 1.394 E 4.762 22.420 18.457 to 150.0 T 9.523 14.284 4.331 203 37.2 0.0679 0.0 36.704 2.494 Vel = 7.82 203 19.27 1.394 0.0 14.640 25.282 to 150.0 0.0 0.0 0.0 204 56.47 0.1471 0.0 14.640 2.154 Vel = 11.87 204 20.08 1.394 4E 19.046 19.910 27.436 to 150.0 0.0 19.047 0.0 M1 76.55 0.2583 0.0 38.957 10.061 Vel = 16.09 M1 0.0 1.598 2E 11.656 20.000 37.497 to 150.0 0.0 11.656 8.662 M2 76.55 0.1328 0.0 31.656 4.204 Vel = 12.25 M2 0.0 2.157 3E 18.46 29.310 50.363 to 120.0 0.0 18.460 0.0 TOR2 76.55 0.0466 0.0 47.770 2.225 Vel = 6.72 TOR2 0.0 3.26 E 9.408 7.000 52.588 to 120.0 B 13.44 22.848 6.032 Fixed Loss= 3 BOR2 76.55 0.0062 Fsp 0.0 29.848 0.186 Vel = 2.94 BOR2 0.0 3.26 E 9.408 4.070 58.806 to 120.0 A 28.895 38.303 6.000 "" Fixed Loss=6 UG1 76.55 0.0062 0.0 42.373 0.264 Vel = 2.94 UG1 0.0 6.357 0.0 2.000 65.070 to 120.0 0.0 0.0 0.866 UG2 76.55 0.0 0.0 2.000 0.0 Vel = 0.77 UG2 0.0 6.16 E 20.084 100.000 65.936 to 140.0 0.0 20.084 0.0 TEST 76.55 0.0002 0.0 120.084 0.026 Vel = 0.82 100.00 Qa= 100.00 176.55 65.962 K Factor= 21.74 205 18.60 1.101 T 9.563 0.300 17.870 K Factor=4.40 to 150.0 0.0 9.562 0.0 202 18.6 0.0595 0.0 9.862 0.587 Vel = 6.27 0.0 18.60 18.457 K Factor= 4.33 206 19.27 1.101 E 3.825 0.260 19.180 K Factor=4.40 to 150.0 0.0 3.825 0.0 209 19.27 0.0634 0.0 4.085 0.259 Vel= 6.49 209 0.0 1.101 E 3.825 10.420 19.439 to 150.0 T 9.563 13.387 4.331 203 19.27 0.0635 0.0 23.807 1.512 Vel= 6.49 0.0 19.27 25.282 K Factor= 3.83 210 20.08 1.101 2E 7.65 1.900 20.819 K Factor=4.40 to 150.0 0.0 7.650 0.0 211 20.08 0.0686 0.0 9.550 0.655 Vel = 6.77 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD Legacy Fire Protection Page 4 Upper Ridge Flats-East Building- 10-01-2015-FP Calc Date Node Elevation K-Fact Pt Pn Flow Density Area Press No Actual Actual Req_ 201 39.0 4.4 17.87 na 18.6 0.1 186 13.2 202 39.0 18.46 na 203 29.0 25.28 na 204 29.0 27.44 na M1 29.0 37.5 na M2 9.0 50.36 na TOR2 9.0 52.59 na BOR2 2.0 58.81 na UG1 2.0 65.07 na UG2 0.0 65.94 na TEST 0.0 65.96 na 100.0 205 39.0 4.4 17.87 na 18.6 0.1 140 13.2 206 39.0 4.4 19.18 na 19.27 0.1 186 13.2 209 39.0 19.44 na 210 39.0 4.4 20.82 na 20.08 0.1 180 13.2 211 39.0 21.47 na The maximum velocity is 16.09 and it occurs in the pipe between nodes 204 and M1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 rnuiiyb ubeu Ouiiniiaiy Legacy Fire Protection Page 3 Upper Ridge Flats- East Building- 10-01-2015- FP Cale Date Fitting Legend Abbrev. Name Yz '/, 1 11/4 1'/z 2 2'/� 3 3% 4 5 6 8 10 12 14 16 18 20 24 A Alarm Rel E1 &E3 7.7 21.5 17 27 29 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a*show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a*will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 VVdLUI OuNNry %.ui ve k. Legacy Fire Protection Page 2 Upper Ridge Flats- East Building - 10-01-2015- FP Calc Date City Water Supply: Demand: C1 -Static Pressure 89 D1 - Elevation 16.891 C2- Residual Pressure: 82 D2 - System Flow : 76.546 C2- Residual Flow 1350 D2 -System Pressure 65.962 Hose ( Demand ) : 100 D3-System Demand : 176.546 Safety Margin 22.876 150 140 130 P 120 R 110 E 100 C1 S 90 C S 80 U 70 R 60 E 50 40 30 20 D1 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW N ^ 1.85 ) Comnuter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Legacy Fire Protection Page 1 Upper Ridge Flats-East Building- 10-01-2015- FP Calc Date HYDRAULIC CALCULATIONS for Project name: Upper Ridge Flats- East Building Location: 73 Village Hill Road Northampton, MA 01053 Drawing no: FP 2 Date: 10-01-2015 Design Remote area number: 2 Remote area location: 3rd Floor Living Occupancy classification: Residential Density. .10-Gpm/SgFt Area of application: 4 Remote-SgFt Coverage per sprinkler: 256-SgFt Type of sprinklers calculated: Tyco Residential Sidewalls No, of sprinklers calculated: 4 In-rack demand: -GPM Hose streams: 100-GPM Total water required(including hose streams): 176.55- GPM @ 65.96- Psi Type of system: Wet Volume of dry or preaction system: -Gal Water supply information Date: 05-23-15 Location: Hydrant 1 and Hydrant 2 Source: Northampton DPW Name of contractor: Legacy Fire Protection Address: 592 Center St., Ludlow, MA Phone number: (413)589-0672 Name of designer: DM Authority having jurisdiction: Notes:(Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 t Legacy Fire Protection 592 Center St Ludlow, MA 01056 413 589-0672 Job Name Upper Ridge Flats- East Building- 10-01-2015- FP Calc Building FP 2 Location 73 Village Hill Road Northampton, MA 01053 System 2 Contract Data File Flats-East Building - 10-01-2015- FP Calc Area 2.WXF Scott D. Henderson 2015.10.02 ' '00'04- 12:34:44 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Legacy Fire Protection Page 6 Upper Ridge Flats- East Building- 10-01-2015- FP Calc Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ''***** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 107 38.40 2.157 0.0 6.000 23.046 K Factor=8.00 to 100.0 0.0 0.0 0.013 108 76.71 0.0655 0.0 6.000 0.393 Vel= 6.74 108 38.74 2.157 T 8.783 1.730 23.452 K Factor= 8.00 to 100.0 0.0 8.783 0.0 104 115.45 0.1395 0.0 10.513 1.467 Vel= 10.14 0.0 115.45 24.919 K Factor= 23.13 109 42.85 2.157 T 8.783 2.010 28.687 K Factor=8.00 to 100.0 E 4.392 13.174 0.0 110 42.85 0.0223 0.0 15.184 0.339 Vel= 3.76 110 0.0 2.157 T 8.783 5.000 29.026 to 100.0 0.0 8.783 1.013 105 42.85 0.0223 0.0 13.783 0.307 Vel= 3.76 0.0 42.85 30.346 K Factor= 7.78 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Legacy Fire Protection Page 5 Upper Ridge Flats- East Building- 10-01-2015-FP Calc Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. I.C. or Ftng's Pe Pv *""*"*' Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 101 38.03 2.157 0.0 6.000 22.600 K Factor=8.00 to 100.0 0.0 0.0 0.009 102 38.03 0.0178 0.0 6.000 0.107 Vel = 3.34 102 38.13 2.157 0.0 6.000 22.716 K Factor=8.00 to 100.0 0.0 0.0 0.013 103 76.16 0.0647 0.0 6.000 0.388 Vel = 6.69 103 38.46 2.157 T 8.783 4.270 23.117 K Factor=8.00 to 100.0 0.0 8.783 0.004 104 114.62 0.1377 0.0 13.053 1.798 Vel = 10.06 104 115.46 3.26 T 14.388 8.500 24.919 to 100.0 0.0 14.387 2.166 M1 230.08 0.0669 0.0 22.887 1.530 Vel = 8.84 M 1 0.0 3.26 0.0 25.510 28.615 to 100.0 0.0 0.0 0.026 105 230.08 0.0668 0.0 25.510 1.705 Vel= 8.84 105 42.84 3.26 0.0 20.010 30.346 to 100.0 0.0 0.0 0.017 M2 272.92 0.0918 0.0 20.010 1.836 Vel= 10.49 M2 0.0 3.26 T 14.388 14.710 32.199 to 100.0 0.0 14.387 0.013 M3 272.92 0.0917 0.0 29.097 2.669 Vel = 10.49 M3 0.0 3.26 2E 13.428 31.000 34.881 to 100.0 0.0 13.429 13.426 M4 272.92 0.0917 0.0 44.429 4.075 Vel= 10.49 M4 0.0 3.26 0.0 2.760 52.382 to 100.0 0.0 0.0 0.0 TOR1 272.92 0.0917 0.0 2.760 0.253 Vel= 10.49 TOR1 0.0 3.26 2E 13.428 7.000 52.635 to 100.0 B 9.592 39.327 6.032 Fixed Loss=3 BOR1 272.92 0.0917 Dvc 16.306 46.327 4.249 Vel= 10.49 Fsp 0.0 BOR1 0.0 3.26 B 13.44 1.780 62.916 to 120.0 0.0 13.440 0.0 BOR2 272.92 0.0654 0.0 15.220 0.996 Vel= 10.49 BOR2 0.0 3.26 E 9.408 4.070 63.912 to 120.0 A 28.895 38.303 6.000 ' * Fixed Loss=6 UG1 272.92 0.0654 0.0 42.373 2.773 Vel = 10.49 UG1 0.0 6.357 0.0 2.000 72.685 to 120.0 0.0 0.0 0.866 UG2 272.92 0.0030 0.0 2.000 0.006 Vel= 2.76 UG2 0.0 6.16 E 20.084 100.000 73.557 to 140.0 0.0 20.084 0.0 TEST 272.92 0.0022 0.0 120.084 0.266 Vel= 2.94 100.00 Qa= 100.00 372.92 73.823 K Factor= 43.40 106 38.31 2.157 0.0 6.000 22.928 K Factor=8.00 to 100.0 0.0 0.0 0.009 107 38.31 0.0182 0.0 6.000 0.109 Vel = 3.36 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD Legacy Fire Protection Page 4 Upper Ridge Flats-East Building- 10-01-2015- FP Cale Date Node Elevation K-Fact Pt Pn Flow Density Area Press No Actual Actual Reg. 101 45.19 8 22.6 na 38.03 0.1 258 22.6 102 45.17 8 22.72 na 38.13 0.1 258 22.6 103 45.14 8 23.12 na 38.46 0.1 258 22.6 104 45.13 24.92 na M1 40.13 28.61 na 105 40.07 30.35 na M2 40.03 32.2 na M3 40.0 34.88 na M4 9.0 52.38 na TOR1 9.0 5163 na BOR1 2.0 62.92 na BOR2 2.0 63.91 na UG1 2.0 72.69 na UG2 0.0 73.56 na TEST 0.0 73.82 na 100.0 106 45.18 8 22.93 na 38.31 0.1 258 22.6 107 45.16 8 23.05 na 38.4 0.1 258 22.6 108 45.13 8 23.45 na 38.74 0.1 258 22.6 109 42.41 8 28.69 na 42.85 0.1 255 22.6 110 42.41 29.03 na The maximum velocity is 10.49 and it occurs in the pipe between nodes 105 and M2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 r1Lu11yb vbeu Ouiiuridiy Legacy Fire Protection Page 3 Upper Ridge Flats- East Building - 10-01-2015- FP Calc Date Fitting Legend Abbrev. Name '/z '/, 1 1'/, 11/2 2 2'/z 3 3% 4 5 6 8 10 12 14 16 18 20 24 A Alarm Rel E1 &E3 7.7 21.5 17 27 29 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 Dvc Dry Vic 768 NXT 3 9 8 17 21 22 50 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Schad 40 pipe and CFactors of 120 except as noted with'`. The fittings marked with a"show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a"will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Comnuter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 VVdIt!I JUPPly UUI VC U Legacy Fire Protection Page 2 Upper Ridge Flats- East Building - 10-01-2015- FP Calc Date City Water Supply Demand: C1 -Static Pressure 89 D1 - Elevation 19.572 C2- Residual Pressure: 82 D2 -System Flow : 272.925 C2 - Residual Flow 1350 D2-System Pressure 73.823 Hose( Demand ) : 100 D3-System Demand : 372.925 Safety Margin 14.529 150 140 130 P 120 R 110 E 100 C1 S 90 C S 80 U 70 D3 R 60 E 50 40 30 20 D1 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW N ^ 1.85 ) Comnuter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Legacy Fire Protection Page 1 Upper Ridge Flats- East Building- 10-01-2015-FP Calc Date HYDRAULIC CALCULATIONS for Project name: Upper Ridge Flats- East Building Location: 73 Village Hill Road Northampton, MA 01053 Drawing no: FP 1 Date: 10-01-2015 Design Remote area number: 1 Remote area location: Attic Occupancy classification: Light Hazard Density: .10-Gpm/SgFt Area of application: 7 Remote-SgFt Coverage per sprinkler: 360-SgFt Type of sprinklers calculated: Tyco Attic BB1 No, of sprinklers calculated: 7 In-rack demand: -GPM Hose streams: 100-GPM Total water required(including hose streams): 372.93- GPM @ 73.82- Psi Type of system: Dry Volume of dry or preaction system: 66-Gal Water supply information Date: 05-23-15 Location: Hydrant 1 and Hydrant 2 Source: Northampton DPW Name of contractor: Legacy Fire Protection Address: 592 Center St., Ludlow, MA Phone number: (413)589-0672 Name of designer: DM Authority having jurisdiction: Notes:(Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 r Legacy Fire Protection 592 Center St Ludlow, MA 01056 413 589-0672 Job Name Upper Ridge Flats- East Building- 10-01-2015- FP Calc Building FP 1 Location 73 Village Hill Road Northampton, MA 01053 System 1 Contract Data File Flats-East Building - 10-01-2015- FP Calc Area 1.WXF Scott D. ' OF Henderson 2015.10.02 '00'04- 12:34:02 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Upper Ridge Flats—73 Village Hill Road Northampton,Ma 01053 The sprinkler system shall be tested in accordance with NFPA pamphlet 13. SECTION 2 -Equipment and Tool Sprinkler system installing contractor shall supply all necessary tools and equipment required to conduct the required testing of the systems. SECTION 3 -Approval Requirements Upon the completion of the installation of the automatic fire sprinkler system, the installing contractor shall perform all tests required by NFPA-13. Submitted by: LEGACY FIRE PROTECTION, INC. 592 Center Street Ludlow,MA 01056 413-589-0672 Joe Brosseau,President 99�y�� Scott Henderson,P.E. October O l st 2015 Upper Ridge Flats—73 Village Hill Road Northampton,Ma 01053 SECTION 3—DESIGN RESPONSIBILITY Sprinkler system design drawings and calculations shall be reviewed and stamped by a registered Professional Engineer,registered in State of Massachusetts in discipline of Fire Protection systems design, employed or contracted to review the design of the system for this building. The installing sprinkler system contractor shall contract such design work, as part of their overall work scope.The reviewing engineer shall be the engineer of record. SECTION 4—FIRE PROTECTION SYSTEMS TO BE INSTALLED Installation of new CPVC wet sprinkler system to accommodate the basement, first, second floor, and third floors. Installation of new galvanized steel dry sprinkler system to accommodate the attic. SECTION 5—FEATURES USED IN THE DESIGN METHODOLOGY The floors 1-3 are designed for residential occupancy in all areas with sprinklers spaced to cover a maximum of 256 sq ft and calculated for a.10 density over the four most demanding heads.All sidewalls are spaced for 16'x16' and all concealed pendents are 16'x16'. Floors 1 and 2 combustible concealed areas are designed for light hazard occupancy in all areas with sprinklers to cover a maximum of 196 sq ft and calculated for a.10 density over 1112 sq ft. All sprinklers are spaced for 14'x14'. The basement is designed for ordinary hazard group 1 occupancy with semi-recessed sprinklers spaced to cover a maximum of 130 sq ft and calculated for a.15 density over 912 sq ft. The attic is designed for light hazard occupancy with BB sprinklers spaced to cover 360 sq ft and calculated for a.10 density over the seven most demanding heads.All BB 1 s are spaced no more than 6' apart and can cover up to a 60' span. SECTION 6—SPECIAL CONSIDERATION AND DESCRIPTION No deviations are intended 901.2.1 (Ladi) SEQUENCE OF OPERATION SECTION 1 In the event of a fire,one or more sprinklers will operate. The installed network of piping will supply water to the operating sprinklers. When a sprinkler operates (fuses),the flow of water will activate the flow switch and the existing electric bell will sound. The flow switch will send an electric signal to the alarm panel, simultaneously sending an alarm(installed by others)to the fire department and will sound an audible alarm within the building alerting the occupants. The building is not equipped with a standpipe system. To increase sprinkler system pressure,the fire department will be able to connect hoses from a pumper truck to the existing fire department connection. 901.2.1 (La.iii)TESTING CRITERIA SECTION 1 -Testing Criteria October 01"2015 MW a Upper Ridge Flats–73 Village Hill Road Northampton,Ma 01053 592 CENTER STREET P.O. BOX 582 LUDLOW,MA 01056 Tel. (413) 589-0672 October 01 2015 t Scot D. Fire Prevention Bureau Scott Northampton Fire Dept Henderson Q(v,-.210 Main Street Northampton,Ma 0l 060 2 015.10.0 2 Subject:New Apartments — Upper Ridge Flats 12:35:57 73 Village Hill Road '00'04- Northampton,Ma 01053 This letter will serve as confirmation that we have taken into consideration 780 CMR: Massachusetts Amendments to the International Building Code(IBC)2009,Chapter 9 "Fire Protection Systems"with regard to the design of the automatic fire protection system and compliance with applicable codes at the above referenced location. Re: 780 CMR 901.2.1 Date: 10-01-2015 901.2.1 (I.ad)BASIS(METHODOLOGY) OF DESIGN SECTION 1 –Building Description a) Building"Use"Group: "R-2"Residential b) Total square footage: Renovation space– 13,000 sq ft approx c) Number of floors above grade: 3 d) Number of floors below grade: 1 e) Type of construction: Wood Construction with wood floor joists and beams f) Type of hazards: Residential g) Hazardous material usage and storage: none h) High storage of commodities: none SECTION 2–APPLICABLE STANDARDS a) 780 CMR Code: Fire Protection Systems Requirements b) NFPA Standards: NFPA- 13 2013 Edition(Sprinkler Systems) October 01"2015 f @+ii. �p� .. � S 1t A4�l+i's .. . Wright Builders, Inc. /��— M Olt V MENEM 48 Bates Street �`� Northampton, Ma 01060 Date 10/5/2015 )ob No. 15-950 Attention: (413) 586-8287 Re: Fax(413) 587-9276 Eat s. 73 Village Hill Rd To: Louis Hasbrouck/ Chuck Miller Northampton, MA 0106 Northampton Building Dept konm!npton,MA MOM We are Sending You W Attached r- Under Separate Cover via The Following Items: F- Shop Drawings f- Prints r- Plans r- Samples F Specifications r- Copy of Letter F- Change Order 1 Copies Date No. Description 1 10/1/15 FP Narrative 1 10/1/15 FP Calc Area 1 1 10/1/15 FP Calc Area 2 1 10/1/15 FP Calc Area 4 1 10/1/15 FP Permit Drw - FP- 1 1 10/1/15 FP Permit Drw - FP- 2 These are Transmitted as checked below: • For approval r-, Approved as submitted r- Resubmit _copies for approval • For your use - Approved as noted F Submit copies for distribution f+- As Requested I Returned for corrections F Return corrected prints f- For review and comment f F FORBIDS DUE r- PRINTS RETURNED AFTER LOAN TO US Remarks Copy to File Signed: Linda Gaudreau City of Northampton Mail-RE: 73 Village Hill Road-6 unit residential https://mail.google.com/mail/u/0/?ui=2&i1---39211 afc3d&view=pt&se... 31C - 0 City Of Charles Miller<cmiller @northamptonma.gov> Nor0wnW11on RE: 73 Village Hill Road - 6 unit residential 1 message Larry Therrien <Itherrien @northamptonma.gov> Mon, Oct 19, 2015 at 2:42 PM To: Charles Miller <cmiller @northamptonma.gov> I do have plans and calculations. I actually looked at them this morning. No issues that I can find. La rry From: Charles Miller [mailto:cmiller @northamptonma.gov] Sent: Monday, October 19, 2015 2:03 PM To: Fire Prevention Subject: 73 Village Hill Road -6 unit residential Hi Larry, Do you have the sprinkler plans for this location and are you reviewing them? If you need them let me know. thanks Chuck Miller Assistant Building Commissioner City of Northampton Town of Williamsburg 1 of 1 10/19/2015 2:44 PM L Return Branch Summary Htg f Cig I Design Veloc Shape Duct Duct Cumm. 1 Name 1 Load I Load i AVF I I Size I Mat Loss (Btuh) 1 (Btuh) I (cfm) I (fpm) I 1 (in) I I (in H2O) 1 rb7 1 36321 10791 h 1371 5111 Round 1 7 I ShtMetl I 0.0421 rb3 1 42241 4102 c 1881 538) Round 1 8 1 ShtMetl 1 0.0531 rb6 2494 2258 c 103 526 Round 6 ShtMetl 0.071 1 rb2 1 30701 33381 c 1531 5711 Round 1 7 1 ShtMetl 1 0.0821 1 rb1 1 56721 33221 h 2131 6121 Round 1 8 1 ShtMetl 1 0.1001 1 rM 1 37111 36981 c 1691 4851 Round 1 8 1 ShtMetl 1 0.0771 rb5 2397 4165 c 191 546 Round 8 ShtMetl 0.070 Return Trunk Summary I 1 Htg 1 Clg I Design I Veloc 1 Shape 1 Duct 1 Duct I Pres 1 1 Name 1 Load I Load I AVF I I I Size 1 Matl I Loss 1 I (Btuh) I (Btuh) I (cfm) 1 (fpm) 1 1 (in) 1 1 (in H2O) I rt8 1 103321 119651 c 5471 6161 Rect 1 16 x 8 1 ShtMetl 1 0.0021 1 rt7 1 139641 130441 c 5971 6711 Rect 1 16 x 8 1 ShtMetl 1 0.0011 I rt3 1 112361 89181 h 4231 6341 Rect 1 12 x 8 1 ShtMetl 1 0.02111 1 124941 22581 c 1031 3 01 Rect 1 12 x 8 ShtMetl 0.0021 rt5 1 6 x 8 1 ShtMetl 1 0.0021 1 rt4 1 81661 55801 h 3071 5531 Rect 1 10 x 8 1 ShtMetl 1 0.0031 1 rt2 1 139641 130441 c 5971 6711 Rect 1 16 x 8 1 ShtMetl 1 0.0041 6108 7863 c 3601 648 Rect 1 rrtt10 1 23971 41651 c 1911 5721 Rect 1 16 x 8 1 ShtMetl 1 0.0011 a,. 2015-Sep-28 19:49:08 wrightsoflt° Comfort Builder by Wrightsoft 15.0.19 RSU02778 Page 2 Wright Builders Upper Ridge-Bldg B Unit 4.rup Calc=MJ8 Front Door faces: W lit Duct System Summary Job: Entire House By: Tom LeMay A Plus HVAC, Inc. Plan: 13035 26 Airport Drive,Westfield,MA 01085 Phone:4135620054 Fax:4135620064 Email:Thomas @aplushvacinc.com Web:www.aplushvacinc.com License:103 Calculation method: EqualFric Supply FR(in/100ft): 0.100 Retum FR(in/100ft): 0.100 Heating Cooling Equipment pressure losses(in H2O): 0.500 0.500 Duct system losses (in H2O ): 0.162 0.136 Total fan pressure(in H2O): 0.662 0.636 Fan air flow(cfm): 948 948 Supply Htg Clg Design I Veloc Shape Duct Duct Cumm. Name Load Load AVF I Size Matl Loss (Btuh) (Btuh) (cfm) I (fpm) (in) (in H2O) I Basement 1 36321 10791 h 1371 5111 Round 7 ShtMetl 0.0221 1 Bath1 1 19841 11411 h 751 3801 Round 1 6 1 ShtMetl 1 0.0261 1 Bath2 1 23221 7371 h 871 4451 Round 1 6 1 ShtMetl 1 0.0531 Bedroom2 1 33501 25851 h 1261 4721 Round 1 7 (ShtMetl 1 0.0631 Bedroom3 2221 2441 c 112 418 Round 7 ShtMetl 0.051 1 Entry 1 25131 16151 h 951 4821 Round 1 6 1 ShtMetl 1 0.0481 1 Living Area-A 1 11981 20831 c 951 4851 Round 1 6 1 ShtMetl 1 0.0401 1 Living Area-B 1 11981 20831 c 95 4851 Round 1 6 1 ShtMetl 1 0.0491 Living Area-C 1198 2083 c 95 485 Round 6 ShtMetl 0.051 Master Bedroom 1 22401 29611 c 135 5071 Round 1 7 1 ShtMetl 1 0.0341 Study/Guest Bed 1 24941 22581 c 1031 5261 Round 1 6 1 ShtMetl 1 0.0581 1 WIC Bed3 1 8491 8971 c 411 2091 Round 1 6 1 ShtMetl 1 0.0431 Supply Htg Clg Design Veloc Shape Duct Duct Pres Name Load Load AVF Size Matl Loss (Btuh) (Btuh) (cfm) (fpm) (in) I (in H:20) 1 1 stl 8 1 58441 4844)c 2221 4991 Rect 1 8 x 8 1 ShtMetl 1 0.0051 SO Q 2397 4165 c 191 572 Rect 6 x 8 ShtMetl 0.010 I st9 1 23971 41651 c 1911 5721 Rect 1 6 x 8 1 ShtMetl 1 0.0041 1 st15 1 30701 33381 c 1531 4581 Rect 1 6 x 8 1 ShtMetl 1 0.0041 1 st3 1 112361 89181 h 4231 6341 Rect 1 12 x 8 1 ShtMetl 1 0.0051 1 st8 1 49101 57801 c 2641 5951 Rect 1 8 x 8 1 ShtMetl 1 0.0021 sty 8092 9004 c 412 618 Rect 12 x 8 ShtMetl 0.001 I st6 1 61081 78631 c 3601 6481 Rect 1 10 x 8 1 ShtMetl 1 0.0031 1 st17 1 58441 48441 c 2221 4991 Rect 1 8 x 8 1 ShtMetl 1 0.0051 st14 3070 3338 c 153 458 Rect 6 x 8 ShtMetl 0.001 st7 61081 78631 c 3601 6481 Rect 1 10 x 8 1 ShtMetl 1 0.0071 1 st1 1 103321 119651 c 5471 7041 Rect 1 14 x 8 1 ShtMetl 1 0.0011 I st16 1 81661 55801 h 3071 5531 Rect 1 10 x 8 1 ShtMetl 1 0.0051 1 st13 1 112361 89181 h 4231 6341 Rect 1 12 x 8 1 ShtMetl 1 0.0151 2015-Sep-28 19:49:08 Wrightstift Comfort Builder by Wrightsoft 15.0.19 RSU02778 Page 1 ...Wright Builders Upper Ridge-Bldg B Unit 4.rup Calc=MJ8 Front Door faces: W Return Trunk Details Duct Name HtgLoad HtgAVF n AVF Veloc Wdth Length Floss Tot.Loss Ds (Btuh) 1 (cfm) I (cfm) I (fpm) 1 (in) I (ft) 1 (in H2O) I (in H2O) Parent Trunk Name CIgLoad CIgAVF Shape ( Matl Hght I S.Loss Aj+Vav Cum.Loss (Btuh) (cfm) (in) 1 (in H20) 1 (in H2O) (in H2O) rt7 I 1019651 5441 c7I ShtMet) 18 1 0.021 0.00071 0.0091 rt7 139641 6351 c 597 6711 161 1.01 01 0.0011 rt2 130441 5931 1 ShtMet) 81 0.0011 01 1 rt3 112361 5111 h 4231 634J 12 1 29.01 0.0121 0.0331 rt1 1 89181 4051 1 ShtMet 81 0.0211 01 1 rt1 I 189181 4051 h 4231 ShtM t1 181 0.002.01 0.010 71 0.0191 rt5 24941 1131 c 1031 3101 61 7.01 -0.0031 -0.0011 rt4 2258 103 1 ShtMet 8 1 0.0021 01 1 rt4 81661 3711 h 3071 5531 101 5.01 0.0061 0.0091 rt3 1 55801 2541 1 ShtMet 81 0.0031 01 130441 5931 c 5971 ShtM tl 181 0.0041 0.010 91 0.0231 r-tg 61081 2781 c 3601 6481 101 5.01 0.0121 0.0161 rt8 78631 3571 1 ShtMet 81 0.0041 01 1 rt10 1 23971 109i s 1911 5721 61 1.01 0.0081 0.0091 rtg 1 41651 1891 1 ShtMet 81 0.0011 01 1 2015-Sep-28 19:49:08 WTI+ghtSoflT Comfort Builder by Wrightsoft 15.0.19 RSU02778 Page 4 Wright Builders Upper Ridge-Bldg B Unit 4.rup Calc=MJ8 Front Door faces: W Return Branch Details Duct Name I HtgLoad ( HtgAVF I Dsn AVF I Veloc I Wdth I Length I F.Loss I Tot.Loss (Btuh) (cfm) (cfm) (fpm) (in) (ft) (in H2O) (in H2O) Parent Trunk Name I ClgLoad I CIgAVF I Shape 1 Matl I Hght I S.Loss Aj+Vav I Cum.Loss 1 1 (Btuh) 1 (cfm) I I 1 (in) 1 (in H2O) 1 (in H2O) 1 (in H2O) rt7 I 10791 1491 h 1371 ShtMetl 71 0.001 1.01 0.010 1 0.0421 1 rb3 1 42241 1921 c 1881 5381 81 2.01 0.0191 0.0201 1 rt8 1 41021 1861 1 ShtMetl 1 0.0011 O I 0.0531 1 rb6 1 24941 1131 c 1031 5261 61 2.01 0.0091 0.0111 1 rt5 I 22581 1031 1 ShtMetl 1 0.0021 01 0.0711 rt3 I 33381 1521 c 1531 ShtM tl 7 I 0.0041 0.0261 0.0301 1 rb1 1 56721 2581 h 2131 6121 81 4.01 0.0361 0.0391 1 rt4 1 33221 1511 1 ShtMetl 1 0.0031 01 0.1001 1 rb4 1 37111 1691 c 1691 4851 81 11.01 0.0221 0.0281 1 rt9 1 36981 1681 1 ShtMetl 1 0.0061 01 0.0771 rt 0 I 41651 1891 c 191 I ShtMetl 81 0.001 I 0.01011 0.0701 2015Sep-28 19:49:08 wrightSOW Comfort Builder by Wrightsoft 15.0.19 RSU02778 Page 3 ...Wright Builders Upper Ridge-Bldg B Unit 4.rup Calc=MJ8 Front Door faces: W now Supply Details 1 Duct Name HtgLoad HtgAVF Dsn AVF Veloc Wdth Length Floss Tot.Loss cfm 1 (Btuh) 1 (cfm) ( ( ) 1 (fpm) 1 (in) ( (ft) 1 (in H2O) 1 (in H2O) Parent Trunk Name I ClgLoad I CIgAVF I Shape I Matl I Hght I S.Loss I Aj+Vav I Cum.Loss 1 (Btuh) I (cfm) I I I (in) I (in H2O) I (in H2O) 1 (in H2O) 1 st18 1 48441 2201 c 2221 ShtMet l 8 I 0.051 01 0.0051 st17 1 st10 I 23971 1091 c 1911 5721 61 11.01 01 0.0101 1 So 1 41651 1891 I ShtMetl 81 0.0101 01 1 I st9 1 23971 1091 c 1911 5721 61 4.01 -0.0011 0.0031 1 st8 1 41651 1891 1 ShtMetl 81 0.0041 01 1 1 st15 1 33381 1521 c 1531 ShtMetl 81 0.0041 01 0.0041 st14 I st3 1 112361 5111 h 4231 6341 121 7.01 01 0.0051 1 I 89181 4051 1 ShtMetl 81 0.0051 01 1 1 st8 I 49101 2231 c 2641 5951 81 3.01 -0.0011 0.0021 st7 1 57801 2631 1 ShtMetl 81 0.0021 01 1 1 SO 1 90041 4091 c 4121 ShtMetl 181 0.0011 -0-0011 0.0001 1 st6 1 61081 2781 c 3601 6481 101 4.01 0.0001 0.0041 1 st5 1 78631 3571 1 ShtMetl 81 0.0031 01 1 1 st17 1 58441 2661 c 2221 4991 81 9.01 -0.0011 0.0051 st16 1 48441 2201 1 ShtMetl 81 0.0051 01 1 1 st13 1 33381 1521 c 1531 ShtMet 458l 81 0.0011 0.01011 0.0121 1 st7 1 61081 2781 c 3601 6481 101 8.01 01 0.0071 1 st6 1 78631 3571 1 ShtMetl 81 0.0071 01 1 I st1 1 103321 4701 c 5471 7041 141 1.01 0.0151 0.0151 1 1 119651 5441 1 ShtMetl 81 0.0011 01 1 st16 1 55801 2541 h 3071 ShtMetl 181 0.0051 0.0111 0.0161 1 st13 0 st13 I 112361 5111 h 4231 6341 121 21.01 0.0061 0.0211 st3 I 89181 4051 1 ShtMetl 81 0.0151 01 1 s 2015-Sep-28 19:49:08 welghtso s Comfort Builder by Wrightsoft 15.0.19 RSU02778 Page 2 Wright Builders Upper Ridge-Bldg B Unit 4.rup Calc=MJ8 Front Door faces: W Duct System Details Job: Date: Entire House By: Tom LeMay A Plus HVAC, Inc. Plan: 13035 26 Airport Drive,Westfield,MA 01085 Phone:4135620054 Fax:4135620064 Email:Thomas@aplushvacinc.com Web:www.apiushvacino.com License:103 Calculation method: EqualFric Supply FR(in/100ft): 0.100 Retum FR(in/100ft): 0.100 Heating Cooling Equipment pressure losses(in H2O): 0.500 0.500 Duct system losses(in H2O): 0.162 0.136 Total fan pressure(in H2O }: 0.662 0.636 Fan air flow(cfm ): 948 948 Supply 1 Duct Name 1 Ht(BL{l ad 1 HtgAVF Dsn AVF Veloc Wdth Length F.Loss Tot.Loss (cfm) (cfm) (fpm) (in) I (ft) I (in H20) 1 (in H2O) I 1 Parent Trunk Name 1 ClgLoad I ClgAVF I Shape 1 Matl 1 Hght ( S.Loss I Aj+Vav 1 Cum.Loss 1 (Btuh) (cfm) (in) (in H2O) (in H2O) (in H2O) I Basement 1 36321 1651 h 1371 5111 71 23.01 0.0051 0.0221 1 1 10791 491 I ShtMetf 1 0.0171 01 0.0221 I Bath 1 1 19841 901 h 751 3801 61 9.01 0.0061 0.0111 I st5 1 11411 521 1 ShtMetl 1 0.0051 01 0.0261 sst16 Bath2 I 27371 133 061 h 871 ShtM t l 61 0.0031 0.00081 0.0531 1 Bedroom2 1 33501 1521 h 1261 4721 71 11.01 0.0041 0.0111 I st18 1 25851 1181 1 ShtMet 1 0.0071 01 0.0631 I Bedroom3 1 22211 1011 c 1121 4181 71 9.01 0.0061 0.0101 I st15 1 24411 1111 1 ShtMet 1 0.0051 01 0.0511 Ist8 ry I 16151 1731 h 951 ShtM tl 6 I 0.0161 0.00051 0.0481 Living Area-A 1 11981 541 c 951 4851 61 7.01 0.0091 0.0151 1 st7 1 20831 951 1 ShtMeti 1 0.0061 01 0.0401 I Living Area-B 1 11981 54 c 951 4851 61 3.01 0.0061 0.0091 1 st10 1 20831 951 1 ShtMeti 1 0.0021 01 0.0491 I Living Area-C 1 11981 541 c 951 4851 61 6.01 0.0061 0.0111 I st10 1 20831 951 1 ShtMet 1 0.0051 01 0.0511 I Master Bedroom 1 22401 1021 c 1351 5071 71 10.01 0.0121 0.0191 I st1 1 29611 1351 1 ShtMet+ 1 0.0071 01 0.0341 I Study/Guest Bed 1 24941 1131 c 1031 5261 61 3.01 0.0031 0.0061 1 st18 1 22581 1031 1 ShtMet 1 0.0031 01 0.0581 I WIC Bed3 1 8491 391 c 411 2091 61 3.01 0.0021 0.0021 1 st15 1 8971 411 1 ShtMet I o.0011 01 0.0431 2015-Sep-28 19:49:08 wiright5of#° Comfort Builder by Wrightsoft 15.0.19 RSU02778 Page 1 ...Wright Builders Upper Ridge-Bldg B Unit 4.rup Calc=MJ8 Front Door faces: W Level 1 6 x 8 137 cfm 6x 4 6 8 ,. as 6 8 II 6 r1 " x8 °' I 10 8 7 " 11 x8 137 cfm Sup Riser 1 x12x8 16x8 I 10x8 12x8 16x8 ) 1 8 \611 7 " 14x8 7 " 12 x 8 Ret Riser 12x8 Job M A Plus HVAC, Inc. Scale: 1 : 58 Performed by Tom LeMay for: Page 3 Upper Ridge 64 26 Airport Drive Comfort Builder by Wrightsoft Village Hill Westfield,MA 01085 15.0.19 RSU02778 Northampton,MA 01060 Phone:413.586.8287 x106 Phone:4135620054 Fax:4135620064 2015-Sep-28 19:49:23 jheilman@wright-builders.com www.aplushvacinc.com Thomas @apiushvacinc.com ...Upper Ridge-Bldg B Unit 4.rup st�i n i��ni Level 2 Cw\ C"\, 95 cfm 95 cfm Living Area E ntry 191 cfm 95 cfm 169 cfm 95 cfm 188 cfm / Sup Riser 2 x 8 Master Bedroom Bath1 Ret Riser O'12i 8 CWI 135 cfm 75 cfm Job#: A Plus HVAC, Inc. Scale: 1 : 58 Performed by Tom LeMay for: Page 2 Upper Ridge B4 26 Airport Drive Village Hill Comfort Builder by Wrightsoft Northampton,MA 01060 Westfield,MA 01085 15.0.19 RSU02778 Phone:413.586.8287 x106 Phone:4135620054 Fax:4135620064 2015-Sep-28 19:49:23 jheilman @wright-builders.com www.aplushvacinc.com Thomas @apiushvacinc.com ...Upper Ridge-Bldg B Unit 4.rup Level 3 %7 " 6 103 cfm 7,126 cfm Stud mug st Bed 611 T Bedroom2 6 8 4 103 cf 6K8 Closet 1 8x8 H II 213 cfm 8 Stair2 1 x 8 x 6 87 fm 153 cfm 10 xl?pth 2 Sup Riser Bedroom3 12x8 1 6x)88 Ret Riser 6 x 8 12x8 WIC Bed3 112 cfm 7 " 6 41 cfm Job M A Plus HVAC, Inc. Scale: 1 : 58 Performed by Tom LeMay for: Page 1 Upper Ridge B4 26 Airport Drive Comfort Builder by Wrightsoft Village Hill Westfield,MA 01085 15.0.19 RSU02778 Northampton,MA 01060 Phone:4135620054 Fax:4135620064 Phone:413.586.8287 x106 2015-Sep-28 19:49:23 jheilman@wright-builders.com www.aplushvacinc.com Thomas @aplushvacinc.com Upper Ridge-Bldg B Unit 4.rup Job: Project Summary Date: Zone 2 By: Tom LeMay A Plus HVAC, Inc. Plan: 13035 26 Airport Drive,Westfield,MA 01085 Phone:4135620054 Fax:4135620064 Email:Thomas @aplushvacinc.com Web:www.apiushvacinc.com License:103 For: Upper Ridge B4,Wright Builders Village Hill, Northampton, MA 01060 Phone:413.586.8287 x106 Email:jheilman @wright-builders.com Notes: 1)Mass Save Tier 3, Energy Star version 3 Certification. Design Information Weather: Hartford Bradley Intl AP, CT, US Winter Design Conditions Summer Design Conditions Outside db 8 °F Outside db 88 5 °F Inside db 70 °F Inside db Design TD 62 °F Design TD 13 °F Daily range M Relative humidity 50 % Moisture difference 27 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 12647 Btuh Structure 7557 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 12647 Btuh Use manufacturer's data n Rate/swing multiplier 0.93 Infiltration Equipment sensible load 7058 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight 1063 Btuh Fireplaces 1 (Tight) Structure Ducts 0 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ftz) 1568 1568 Equipment latent load 1063 Btuh Volume(fF) 4974 4974 Air changes/hour 0.15 0.08 Equipment total load 8121 Btuh Equiv.AVF(cfm) 13 7 Req:total capacity at 0.70 SHR 0.8 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015-Sep-28 19:49:08 wrighltt oft Comfort Builder by Wrightsoft 15.0.19 RSU02778 Page 3 ...Wright Builders Upper Ridge-Bldg B Unit 4.rup Calc=MJ8 Front boor faces: W Job: Project Summary Date: Zone 1 By: Tom LeMay Plan: 13035 A Plus HVAC, Inc. 26 Airport Drive,Westfield,MA 01085 Phone:4135620054 Fax:4135620064 Email:Thomas @apiushvacinc.com Web:www.apiushvacinc.com License:103 Project • • For: Upper Ridge B4,Wright Builders Village Hill, Northampton, MA 01060 Phone:413.586.8287 x106 Email:jheilman @wright-builders.com Notes: 1)Mass Save Tier 3, Energy Star version 3 Certification. Design Information Weather: Hartford Bradley Intl AP, CT, US Winter Design Conditions Summer Design Conditions Outside db 8 °F Outside db 88 °F Inside db 70 °F Inside db 75 °F Design TD 62 °F Design TD 13 °F Daily range M Relative humidity 50 % Moisture difference 27 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 12554 Btuh Structure 14405 0 Btuh Ducts 0 Btuh Ducts Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 12554 Btuh Use manufacturer's data n Rate/swing multiplier 0.93 Infiltration Equipment sensible load 13455 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight 1897 Btuh Fireplaces 1 (Tight) Structure Ducts 0 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ft') 1176 1176 Equipment latent load 1897 Btuh Volume(ft3) 9408 9408 Air changes/hour 0.15 0.08 Equipment total load 15351 Btuh Equiv.AVF(cfm) 23 12 Req.total capacity at 0.70 SHR 1.6 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015-Sep-28 19:49:08 "rl*"` WTIghtsoft` Comfort Builder by Wrightsoft 15.0.19 RSU02778 Page 2 Wright Builders Upper Ridge-Bldg B Unit 4.rup Calc=MJ8 Front Door faces: W Project Summary Jo Entire House By: Tom LeMay A Pius HVAC, Inc. Plan: 13035 26 Airport Drive,Westfield,MA 01085 Phone:4135620054 Fax:4135620064 Email:Thomas @aplushvacinc.com Web:www.aplushvacinc.com License:103 Project • • For: Upper Ridge B4,Wright Builders Village Hill, Northampton, MA 01060 Phone:413.586.8287 x106 Email:jheilman @wright-builders.com Notes: 1)Mass Save Tier 3, Energy Star version 3 Certification. Design Information Weather: Hartford Bradley Intl AP,CT, US Winter Design Conditions Summer Design Conditions Outside db 8 OF Outside db 88 OF Inside db 70 OF Inside db 75 OF Design TD 62 OF Design TD 13 OF Daily range M Relative humidity 50 % Moisture difference 27 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 25200 Btuh Structure 20730 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 25200 Btuh Use manufacturer's data n Rate/swing multiplier 0.93 Infiltration Equipment sensible load 19362 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Tight) Structure 2147 Btuh Ducts 0 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ft2) 2744 2744 Equipment latent load 2147 Btuh Volume(ft) 14382 14382 Air changes/hour 0.15 0.08 Equipment total load 21508 Btuh Equiv.AVF(cfm) 36 19 Req.total capacity at 0.70 SHR 2.3 ton Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Model Cond AHRI ref Coil AHRI ref Efficiency 80 AFUE Efficiency 0 SEER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 948 cfm Actual air flow 948 cfm Air flow factor 0.038 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.91 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w - F1tSC7>lP 2015-Sep-28 19:49:08 Comfort Builder by Wrightsoft 15.0.19 RSU02778 Page 1 Wright Builders Upper Ridge-Bldg B Unit 4.rup Calc=MJ8 Front Door faces: W Zone 2 p 1568 12647 7557 476 346 Other equip loads 0 0 Equip. @ 0.93 RSM 7058 Latent cooling 1063 TOTALS I 1568 I 12647 I 8121 I 476 I 346 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015-Sep-28 19:49:08 ' 1Nrightsoft' Comfort Builder by Wrightsoft 15.0.19 RSU02778 Page 4 Wright Builders Upper Ridge-Bldg B Unit 4.rup Calc=MJ8 Front Door faces: W Load Short Form Date: q - Zone Z By: Tom LeMay A Plus HVAC, Inc. Plan: 13035 26 Airport Drive,Westfield,MA 01085 Phone:4135620054 Fax:4135620064 Email:Thomas @aplushvacinc.com Web:www.aplushvacinc.com License:103 Project • • For: Upper Ridge B4,Wright Builders Village Hill, Northampton, MA 01060 Phone:413.586.8287 x106 Email:jheilman @wright-builders.com Design Information Htg clg Infiltration Outside db (°F) 8 88 Method Simplified Inside db(°F) 70 75 Construction quality Tight Design TD(°F) 62 13 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 26 27 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) I (Btuh) ( (Btuh) I (cfm) + (cfm) Study/Guest Bed 121 2494 2258 94 103 Bedroom2 234 3350 2585 126 118 Stair2 39 0 0 0 0 WIC Bed3 48 849 897 32 41 Closet 32 0 0 0 0 Bath2 96 2322 737 87 34 Basement 952 3632 1079 137 49 Hall I 46 I 0 1 0 1 0 1 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015-Sep-28 19:49:08 +- 1 rightsoft' Comfort Builder by Wrightsoft 15.0.19 RSU02778 Page 3 ...Wright Builders Upper Ridge-Bldg B Unit 4.rup Calc=MJ8 Front Door faces: W a Load Short Form Job :Date: Zone 7 By: Tom LeMay Plan: 13035 A Plus HVAC, Inc. 26 Airport Drive,Westfield,MA 01085 Phone:4135620054 Fax 4135620064 Email:Thomas @aplushvacinc.com Web:www.apiushvacinc.com License:103 Project • • For: Upper Ridge B4,Wright Builders Village Hill, Northampton, MA 01060 Phone:413.586.8287 x106 Email:jheilman @wright-builders.com Design Information Htg Clg Infiltration Outside db(°F) 8 88 Method Simplified Ins ide db(°F) 70 75 Construction quality Tight Design TD (°F) 62 13 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 26 27 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load I Htg AVF I Clg AVF (ftz) I (Btuh) I (Btuh) (cfm) (cfm) Master Bedroom 234 2240 2961 84 135 Bath1 78 1984 1141 75 52 Living Area 528 3595 6248 135 286 Entry 112 2513 1615 95 74 Bedroom3 224 2221 2441 84 112 Zone p 1176 12554 14405 472 659 Other equip loads 0 0 Equip. @ 0.93 RSM 13455 Latent cooling 1897 TOTALS I 1176 I 12554 I 15351 I 472 I 659 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015-Sep-28 19:49:08 . Wirightsoft' Comfort Builder by Wrightsoft 15.0.19 RSU02778 Page 2 ...Wright Builders Upper Ridge-Bldg B Unit 4.rup Calc=MJ8 Front Door faces: W Load Short Form Date: Entire House By: Tom LeMay A Plus HVAC, Inc. Plan: 13035 26 Airport Drive,Westfield,MA 01085 Phone:4135620054 Fax:4135620064 Email:Thomas@aplushvacinc.com Web:www.aplushvacinc.com License:103 Project • • For: Upper Ridge B4,Wright Builders Village Hill, Northampton, MA 01060 Phone:413.586.8287 x106 Email:jheilman @wright-builders.com Design Information Htg Clg Infiltration Outside db(°F) 8 88 Method Simplified Inside db(°F) 70 75 Construction quality Tight Design TD(°F) 62 13 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 26 27 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Trade Trade Model Cond AHRI ref Coil AHRI ref Efficiency 80 AFUE Efficiency 0 SEER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 948 cfm Actual air flow 948 cfm Air flow factor 0.038 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.91 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft?) (Btuh) + (Btuh) I (cfm) I (cfm) Zone1 p 1176 12554 14405 472 659 Zone 2 p 1568 12647 I 7557 j 476 I 346 Entire House d 2744 25200 20730 948 948 Other equip loads 0 0 Equip. @ 0.93 RSM 19362 Latent cooling 2147 TOTALS I 2744 I 25200 I 21508 I 948 I 948 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. +- 2015-Sep-2819:49:08 welghtso,t Comfort Builder by Wrightsoft 15.0.19 RSU02778 I Page 1 ...Wright Builders Upper Ridge-Bldg B Unit 4.rup Calc=MJ8 Front Door faces: W Return Branch Summary 1 1 L oa Htg 1 Cl9 1 Design 1 Veloc 1 Shape 1 Duct 1 Duct 1 Cumm. Name Load d AVF Size Mat] Loss 1 (Btuh) I (Btuh) I (cfm) ( (fpm) I 1 (in) I 1 (in H2O)1 1 rb2 1 49941 42321 h 1981 5681 Round 1 8 (ShtMetl 1 0.1051 1 rb6 1 44171 32481 h 1751 5031 Round 1 8 1 ShtMetl 1 0.0951 rb1 2438 1184 h 97 493 Round 6 ShtMetl 0.013 1 rb4 I 38991 38861 c 1751 5011 Round 1 8 1 ShtMetl 1 0.0411 1 rb5 1 31991 49981 c 2251 6451 Round 1 8 1 ShtMetl 1 0.0461 Return Trunk Summary Name 1 L atd I L o' De I De AVF 1 Veloc 1 Shape 1 Sze I Matlt 1 Pres 1 I (Btuh) I (Btuh) I (cfm) I (fpm) I I (in) I I (in H2O) 1 rt14 1 49941 42321 h 1981 5951 Rect 1 6 x 8 1 ShtMetl 1 0.0051 rt16 4417 3248 h 175 526 Rect 6 x 8 ShtMetl 0.005 rt13 1 94111 74791 h 3741 6731 Rect 1 10 x 8 1 ShtMetl 1 0.0221 1 rt3 1 94111 74791 h 3741 6731 Rect 1 10 x 8 1 ShtMetl 1 0.0081 1 rt12 1 94111 74791 h 3741 6731 Rect 1 10 x 8 1 ShtMetl 1 0.0131 rt5 7098 8884 c 400 600 Rect 12 x 8 ShtMetl 0.002 rt2 I 70981 88841 c 4001 6001 Rect 1 12 x 8 I ShtMetl 1 0.001 1 rt8 1 70981 88841 c 4001 6001 Rect 1 12 x 8 1 ShtMetl 1 0.0031 1 rtg 1 31991 49981 c 2251 5071 Rect 1 8 x 8 I ShtMetl 1 0.0011 1 rt6 1 70981 88841 c 4001 6001 Rect 1 12 x 8 1 ShtMetl 1 0.0011 rt7 7098 8884 c 400 600 Rect 12 x 8 ShtMetl 0.003 1 rt10 1 31991 49981 c 2251 5071 Rect 1 8 x 8 1 ShtMetl 1 0.0021 2015-Sep-28 19:46:21 Wri Pubsoft Comfort Builder by Wrightsoft 15.0.19 RSU02778 Page 2 ...Wright Builders Upper Ridge-Bldg B Unit 3.rup Calc=MJ8 Front Door faces: W Duct System Summary Job: Entire House By: Tom LeMay A Plus HVAC, Inc. Plan: 13035 26 Airport Drive,Westfield,MA 01085 Phone:4135620054 Fax:4135620064 Email:Thomas @aplushvacinc.com Web:www.aplushvacinc.com License:103 Calculation method: EqualFric Supply FR(in/100ft): 0.100 Retum FR(in/100ft): 0.100 Heating Cooling Equipment pressure losses ( in H2O): 0.500 0.500 Duct system losses (in H2O ): 0.236 0.221 Total fan pressure(in H2O ): 0.736 0.721 Fan air flow(cfm ): 753 753 Supply Htg 1 Clg 1 Design 1 Veloc Shape Duct Duct Cumm. 1 Name Load 1 Load 1 AVF 1 Size Matl Loss (Btuh) 1 (Btuh) 1 (cfm) 1 (fpm) (in) 1 (in H2O) Basement 1 24381 11841 h 971 4931 Round 6 ShtMetl 0.0241 1 Bath1 1 17371 8281 h 691 3511 Round 1 6 1 ShtMetl 1 0.0251 1 Bath2 1 14431 2741 h 571 2921 Round 1 6 1 ShtMetl 1 0.0951 1 Bedroom1 2974 2974 c 134 501 Round 7 ShtMetl 0.099 Bedroom2-A 1 31241 32531 c 1471 5481 Round 1 7 1 ShtMetl 1 0.148 1 Kitchen 1 10811 15291 c 691 3511 Round 1 6 1 ShtMetl 1 0.0241 1 Kitchen-A 1 10811 15291 c 691 3511 Round 1 6 1 ShtMetl 1 0.0351 Laundry 1 18701 9791 h 741 3781 Round 1 6 1 ShtMetl 1 0.1111 Living Area 1600 2499 c 113 421 Round 7 ShtMetl 0.047 1 Living Area-B 1 16001 24991 c 1131 4211 Round 1 7 1 ShtMetl 1 0.0491 Supply 1 1 Htg 1 Clg 1 Design 1 Veloc 1 Shape 1 Duct 1 Duct ( Pres 1 Name Load Load AVF Size Matl Loss 1 1 (Btuh) 1 (Btuh) 1 (cfm) 1 (fpm) 1 1 (in) ( 1 (in H2O) 1 st16 1 94111 74791 h 3741 6731 Rect 1 10 x 8 1 ShtMetl 1 0.0051 1 st15 1 94111 74791 h 3741 6731 Rect 1 10 x 8 1 ShtMetl 1 0.0171 stl7 1 44171 32481 h 1751 5261 Rect 1 6 x 8 1 ShtMetl ( 0.0021 st18 2974 2974 c 134 402 Rect 6 x 8 ShtMetl 0.006 1 st14 1 94111 74791 h 3741 6731 Rect 1 10 x 8 1 ShtMetl 1 0.0151 1 st3 1 94111 74791 h 3741 6731 Rect 1 10 x 8 1 ShtMetl 1 0.0091 1 st6 1 42811 65271 c 2941 5291 Rect 1 10 x 8 1 ShtMetl 1 0.0021 1 SO 1 70981 88841 c 4001 7201 Rect 1 10 x 8 1 ShtMetl 1 0.0011 st5 6017 7355 c 331 596 Rect 10 x 8 ShtMetl 0.001 1 st7 1 42811 65271 c 2941 5291 Rect 1 10 x 8 1 ShtMetl 1 0.0021 1 st11 1 31991 49981 c 2251 5071 Rect 1 8 x 8 1 ShtMetl 1 0.0051 1 st10 1 31991 49981 c 2251 5071 Rect 1 8 x 8 1 ShtMetl 1 0.0021 st9 3199 4998 c 225 507 Rect 8 x 8 ShtMetl 0.002 1 st8 1 31991 49981 c 2251 5071 Rect 1 8 x 8 1 ShtMetl 1 0.0051 ,,# 2015-Sep-28 19:46:21 wrightso �. Comfort Builder by Wrightsoft 15.0.19 RSU02778 Page 1 ...Wright Builders Upper Ridge-Bldg B Unit 3.rup Calc=MJ8 Front Door faces: W Return Trunk Details Duct Name HtgLoad HtgAVF n AVF Veloc Wdth Length Floss Totloss (ft) I Ds Len (Btuh) I (cfm) I (cfm) I (fpm) 1 (in) I I (in H2O) I (in H2O) Parent Trunk Name 1 ClgLoad I CIgAVF I Shape I Matl 1 Hght I S.Loss I Aj+Vav I Cum.Loss 1 1 1 (Btuh) I (cfm) 1 1 I (in) I (in H20) 1 (in H2O) I (in H2O) 1 1 rt13 1 42321 192 1h 1981 ShtMet 595l 8 I 0.0051 0.00021 0.0071 1 rt16 1 44171 201 1 h 1751 5261 61 7.01 -0.0041 0.0011 rt13 I 32481 1481 1 ShtMeti 81 0.0051 01 1 rt13 1 94111 4281h 3741 6731 101 25.01 0.0121 0.0341 rt12 I 74791 3401 1 ShtMetl 81 0.0221 01 1 1 rt3 I 74791 3401 h 3741 ShtM t1 181 0.0081 0.01091 0.0271 rt12 1 94111 4281h 3741 6731 101 15.01 0.0061 0.0191 1 rt3 1 74791 3401 1 ShtMetl 81 0.0131 01 1 rt5 I 70981 3231c 4001 6001 121 3.01 0.0051 0.0071 rt2 1 88841 4041 1 ShtMetl 81 0.0021 01 1 88841 4041 c 4001 ShtMetl 181 0.0011 01 0.001 rt8 1 70981 3231c 4001 6001 121 4.01 01 0.0031 rt7 1 88841 4041 1 ShtMetl 81 0.0031 01 1 rtg 1 31991 1451c 2251 5071 81 1.01 0.0061 0.0071 rt8 1 49981 2271 1 ShtMetl 81 0.0011 01 1 rt5 1 88841 4041 c 4001 ShtMetl 181 0.0011 01 0.0011 rt7 1 70981 3231c 4001 6001 121 5.01 01 0.0031 1 rt6 I 88841 4041 1 ShtMetl 81 0.0031 01 1 1 rt10 1 31991 1451c 2251 5071 81 4.01 01 0.0021 1 rt9 1 49981 2271 1 ShtMetl 81 0.0021 01 1 2015-Sep-28 19:46:21 w lght"Saft" Comfort Builder by Wrightsoft 15.0.19 RSU02778 Page 4 ...Wright Builders Upper Ridge-Bldg B Unit 3.rup Calc=MJ8 Front Door faces: W Return Branch Details Duct Name HtgLoad HtgAVF Dsn AVF Veloc Wdth Length Floss Tot.Loss (Btuh) I (cfm) I (cfm) I (fpm) I (in) I (ft) I (in H2O) I (in H2O) Parent Trunk Name ClgLoad 1 CIgAVF 1 Shape Matl Hght 1 Sloss �Aj+Vav ( Cum.Loss (Btuh) 1 (cfm) 1 (in) 1 (in H2O) 1 (in H2O) (in H2O) rt14 ( 42321 1921 h 1981 ShtMetl 8( 0.051 0.01021 0.0171 rb6 44171 2011 h 1751 5031 81 7.01 0.0101 0.0141 rt16 32481 1481 1 ShtMed 1 0.0041 01 0.0951 rb1 24381 1111h 971 4931 61 6.01 0.0081 0.0131 1 11841 541 1 ShtMed 1 0.0051 01 0.0131 1 1771 c 1751 ShtM tl 8 I 0.0041 0.0221 rt8 I 3886 01 0.041 1 rb5 1 31991 1451 c 2251 6451 81 6.01 0.0161 0.0211 1 rt10 1 49981 2271 1 ShtMed 1 0.0061 01 0.0461 2015-Sep-2819:46:21 wrightSoft Comfort Builder by Wrightsoft 15.0.19 RSU02778 Page 3 ...Wright Builders Upper Ridge-Bldg B Unit 3.rup Calc=MJ8 Front Door faces: W Supply Details 1 Duct Name HtgLoad HtgAVF Dsn AVF Veloc Wdth Length F.Loss Totloss I (Btuh) I (cfm) 1 (cfm) I (fpm) I (in) I Len(ft) , (in H2O) I (in H2O) Parent Trunk Name I ClgLoad I CIgAVF 1 Shape 1 Matl 1 Hght I S.Loss I Aj+Vav I Cum.Loss 1 1 (Btuh) I (cfm) I I 1 (in) I (in H2O) 1 (in H2O) I (in H2O) 1 Ist15 I 74791 3401 h 3741 ShtM t1 181 0.051 01 0.0051 1 st15 1 94111 4281h 3741 6731 101 19.01 0.0121 0.0291 st14 1 74791 3401 1 ShtMetl 81 0.0171 01 1 st17 1 44171 201 1 h 1751 5261 61 3.01 0.0101 0.0131 1 st16 1 32481 1481 1 ShtMetl 81 0.0021 01 1 1 st18 1 29741 135,c 1341 ShtM tl 8 I 0 061 -0-0010 1 0.0051 st17 1 st14 1 94111 4281h 3741 6731 101 17.01 0.0061 0.0211 st3 1 74791 3401 1 ShtMetl 81 0.0151 01 1 st3 1 94111 4281h 3741 6731 101 10.01 0.0131 0.0221 1 I 74791 3401 1 ShtMetl 81 0.0091 01 st5 I 65271 2971 c 2941 ShtMet l 18 I 0.002, 0.00051 0.0061 1 So 1 70981 3231c 4001 7201 101 1.01 0.0151 0.0161 1 88841 4041 I ShtMetl 81 0.0011 01 1 st5 I 60171 2741c 3311 5961 101 1.01 -0.0011 0.0001 1 So 1 73551 3341 1 ShtMetl 81 0.0011 01 1 1 1 2971 c 2941 ShtMetl 18 I 0.02) 0.0000 0.0061 st6 1 6527 st11 1 31991 1451c 2251 5071 81 9.01 01 0.0051 1 st10 1 49981 2271 1 ShtMetl 81 0.0051 01 1 st10 1 31991 1451c 2251 5071 81 4.01 01 0.0021 1 So 1 49981 2271 1 ShtMetl 81 0.0021 01 1 st8 I 49981 2271 c 2251 ShtM tl 8 I 0.021 01 0.0021 st8 I 31991 1451c 2251 5071 81 8.01 0.0001 0.0041 1 st7 1 49981 2271 1 ShtMetl 81 0.0051 01 2015-Sep-28 19:46:21 wrightsoft Comfort Builder by Wrightsoft 15.0.19 RSU02778 Page 2 Wright Builders Upper Ridge-Bldg B Unit 3.rup Calc=MJ8 Front Door faces: W Duct System Details Date: Entire House By: Tom LeMay A Plus HVAC, Inc. Plan: 13035 26 Airport Drive,Westfield,MA 01085 Phone:4135620054 Fax:4135620064 Email:Thomas @aplushvacinc.00m Web:www.aplushvacinc.com License:103 Calculation method: EqualFric Supply FR(in/100ft): 0.100 Retum FR(in/100ft): 0.100 Heating Cooling Equipment pressure losses(in H2O): 0.500 0.500 Duct system losses(in H2O ): 0.236 0.221 Total fan pressure(in H2O ): 0.736 0.721 Fan air flow(cfm ): 753 753 Supply 1 Duct Name I HtgLoad 1 HtgAVF I Dsn AVF I Veloc I Wdth I Length I F.Loss 1 Tot.Loss 1 1 1 (Btuh) 1 (cfm) I (cfm) I (fpm) 1 (in) 1 (ft) I (in H2O) 1 (in H2O) 1 Parent Trunk Name I ClgLoad I CIgAVF I Shape I Matl I Hght I S.Loss I Aj+Vav I Cum.Loss (Btuh) (cfm) (in) (in H2O) (in H2O) (in H2O) 1 Basement 1 24381 1111h 971 4931 61 24.01 0.0051 0.0241 1 1 11841 541 1 ShtMeti 1 0.0201 01 0.0241 Bath1 1 17371 791 h 691 351 1 61 9.01 0.0051 0.0091 st5 I 8281 381 1 ShtMeti 1 0.0041 01 0.0251 sst17 Bath2 I 12741 121 h 571 ShtM tl 6 I 0.021 0.00031 0.0951 1 Bedrooml 1 29741 1351 c 1341 5011 71 2.01 0.0031 0.0051 st18 I 29741 1351 1 ShtMed 1 0.0011 01 0.0991 1 Bedroom2-A I 31241 1421 c 1471 5481 71 18.01 0.0561 0.0701 st16 I 32531 1481 1 ShtMed 1 0.0151 01 0.1481 Kitchen I 10811 491 c 691 Sht35 tl 61 0.005 0.008 st1 1529 69 0.0031 OI 0.0241 1 Kitchen-A 1 10811 491 c 691 3511 61 5.01 0.0051 0.0071 1 st7 I 15291 691 1 ShtMed 1 0.0021 01 0.0351 Laundry 1 18701 851 h 741 3781 61 8.OI 0.0291 0.0331 1 st16 1 9791 451 1 ShtMeti 1 0.0041 01 0.1111 Living Area I 16001 731 c 1131 421 1 71 3.01 0.0031 0.0051 1 st11 1 24991 1141 1 ShtMeti 1 0.0021 01 0.0471 Living Area-B 1 16001 731 c 1131 4211 71 7.01 0.0031 0.0071 1 st11 1 24991 1141 1 ShtMetl 1 0.0041 01 0.0491 2015-Sep-28 19:46:21 wrightSofft° Comfort Builder by Wrightsoft 15.0.19 RSU02778 Page 1 Wright Builders Upper Ridge-Bldg B Unit 3.rup Calc=MJ8 Front Door faces: W " Level I 7 ° 711 8 x 8 97 cfm Q 8Vff 8 ,r A a s` - Ret Riser 18� 8 Sup Riser 110 x 8 8 „ A 10x8 I h12x8 8 8 6 „ I 10x8 `12x8 10x8 I611 7 cfm 10x8 6r. I 12 x 6 r 6 " T 10 8 10x8 10x8 Job M A Plus HVAC, Inc. Scale: 1 : 51 Performed by Tom LeMay for: Page 3 Upper Ridge B3 26 Airport Drive Comfort Builder by Wrightsoft Village Hill Westfield,MA 01085 15.0.19 RSU02778 Northampton,MA 01060 Phone:4135620054 Fax:4135620064 2015-Sep-28 19:46:53 Phone:413.586.8287 x106 jheilman @wdght-builders.com www.aplushvacinc.com Thomas @aplushvacinc.com ...Upper Ridge-Bldg B Unit 3.rup N Level 2 113 cfm 7113 cfm Living Are, Sup Riser 10x8 225 cfm Ret Riser & 10 x 8 Stair! 75 cfm 9169 cfm Kitche n B ath 1 69 cfm Job M A Plus HVAC, Inc. Scale: 1 : 51 Performed by Tom LeMay for: Page 2 Upper Ridge 133 26 Airport Drive Comfort Builder by Wrightsoft Village Hill Westfield,MA 01085 15.0.19 RSU02778 Northampton,MA 01060 Phone:4135620054 Fax:4135620064 2015-Sep-28 19:46:53 Phone:413.586.8287 x106 jheilman @wdght-builders.com www.apiushvacinc.com Thomas @aplushvacinc.com ...Upper Ridge-Bldg B Unit 3.rup N Level 3 6 x 8 134 cfm 711 Bedroom1 6x8 811 4 / 6 " $— 175 cfm Sup Riser, 57 cfm 6 x 8 6 x 8 6 " 74 cfm 10x8 r 10x8 10x8 1 Stairs` X10 KE `6x8 Ret Riser �6 x 8 98 cfm 7 " 10x8 8 WIC Bed: droom2 B 2 M Job M A Plus HVAC, Inc. Scale: 1 : 51 Performed by Tom LeMay for: Page 1 Upper Ridge B3 26 Airport Drive Comfort Builder by Wrightsoft Village Hill Westfield,MA 01085 15.0.19 RSU02778 Northampton,MA 01060 Phone:4135620054 Fax:4135620064 2015-Sep-28 19:46:53 Phone:413.586.8287 x106 jheilman @wright-builders.com www.apiushvacinc.com Thomas @aplushvacinc.com ...Upper Ridge-Bldg B Unit 3.rup Project Summary Jo Zone 2 By: Tom LeMay A Plus HVAC Inca Plan: 13035 26 Airport Drive,Westfield,MA 01085 Phone:4135620054 Fax:4135620064 Email:Thomas @aplushvacinc.com Web:www.aplushvacinc.com License:103 Project • • For: Upper Ridge B3,Wright Builders Village Hill, Northampton, MA 01060 Phone:413.586.8287 x106 Email:jheilman @wright-builders.com Notes: 1) Mass Save Tier 3, Energy Star version 3 Certification. Design Information Weather: Hartford Bradley Intl AP, CT, US Winter Design Conditions Summer Design Conditions Outside db 8 OF Outside db 88 OF Inside db 70 OF Inside db 75 OF Design TD 62 OF Design TD 13 OF Daily range M Relative humidity 50 % Moisture difference 27 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 9411 Btuh Structure 7479 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 9411 Btuh Use manufacturer's data n Rate/swing multiplier 0.93 Infiltration Equipment sensible load 6985 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Tight) Structure 1086 Btuh Ducts 0 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ft') 660 660 Equipment latent load 1086 Btuh Volume (fF) 5316 5316 Air changes/hour 0.18 0.09 Equipment total load 8072 Btuh Equiv.AVF(cfm) 16 8 Req.total capacity at 0.70 SHR 0.8 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a. AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 1 2015-Sep-28 19:46:21 Comfort Builder by Wrightsoft 15.0.19 RSU02778 Page 3 Wright Builders Upper Ridge-Bldg B Unit 3.rup Calc=MJ8 Front Door faces: W Job: Project Summary Date: Zone 1 By: Tom LeMay A Plus HVAC, Inc. Plan: 13035 26 Airport Drive,Westfield,MA 01085 Phone:4135620054 Fax:4135620064 Email:Thomas @aplushvacinc.com Web:www.aplushvacinc.com License:103 Project • • For: Upper Ridge B3,Wright Builders Village Hill, Northampton, MA 01060 Phone:413.586.8287 x106 Email:jheilman @wright-builders.com Notes: 1)Mass Save Tier 3, Energy Star version 3 Certification. Design Information Weather: Hartford Bradley Intl AP, CT, US Winter Design Conditions Summer Design Conditions Outside db 8 °F Outside db 88 °F Inside db 70 °F Inside db 75 °F Design TD 62 °F Design TD 13 °F Daily range M Relative humidity 50 % Moisture difference 27 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 9536 Btuh Structure 10068 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 9536 Btuh Use manufacturer's data n Rate/swing multiplier 0.93 Infiltration Equipment sensible load 9403 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Tight) Structure 1216 Btuh Ducts 0 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ft') 1224 1224 Equipment latent load 1216 Btuh Volume(fF) 5340 5340 Air changes/hour 0.18 0.09 Equipment total load 10619 Btuh Equiv.AVF(cfm) 16 8 Req.total capacity at 0.70 SHR 1.1 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015-Sep-28 19:46:21 wriSp t-soft Comfort Builder by Wrightson 15.0.19 RSU02778 Page 2 ..Wright Builders Upper Ridge-Bldg B Unit 3.rup Calc=MJ8 Front Door faces: W Project Summary Date: lk� Entire House 8y: Tom leMay A Plus HVAC, Inc. Plan: 13035 26 Airport Drive,Westfield,MA 01085 Phone:4135620054 Fax 4135620064 Email:Thomas @apiushvacinc.com Web:www.apiushvacinc.com License:103 Project • • For: Upper Ridge B3,Wright Builders Village Hill, Northampton, MA 01060 Phone:413.586.8287 x106 Email:jheilman @wright-builders.com Notes: 1)Mass Save Tier 3, Energy Star version 3 Certification. Design Information Weather: Hartford Bradley Intl AP, CT, US Winter Design Conditions Summer Design Conditions Outside db 8 OF Outside db 88 OF Inside db 70 OF Inside db 75 OF Design TD 62 OF Design TD 13 OF Daily range M Relative humidity 50 % Moisture difference 27 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 18947 Btuh Structure 16455 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 18947 Btuh Use manufacturer's data n Rate/swing multiplier 0.93 Infiltration Equipment sensible load 15369 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Tight) Structure 1489 Btuh Ducts 0 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(fie) 1884 1884 Equipment latent load 1489 Btuh Volume(ft) 10656 10656 Air changes/hour 0.18 0.09 Equipment total load 16858 Btuh Equiv.AVF(cfm) 32 16 Req.total capacity at 0.70 SHR 1.8 ton Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Model Cond AHRI ref Coil AHRI ref Efficiency 80 AFUE Efficiency 0 SEER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 753 cfm Actual air flow 753 cfm Air flow factor 0.040 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.92 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. W 2015-Sep-2819:46:21 Comfort Builder by Wrightsoft 15.0.19 RSU02778 Page 1 ...Wright Builders Upper Ridge-Bldg B Unit 3.rup Calc=MJ8 Front Door faces: W ' Load Short Form Date: Zone 2 By: Tom LeMay A Plus HVAC, Inc. Plan: 13035 26 Airport Drive,Westfield,MA 01085 Phone:4135620054 Fax:4135620064 Email:Thomas @aplushvacinc.00m Web:www.apiushvacinc.com License:103 For: Upper Ridge B3,Wright Builders Village Hill, Northampton, MA 01060 Phone:413.586.8287 x106 Email:jheilman @wright-builders.com Design Information Htg Clg Infiltration Outside db(°F) 8 88 Method Simplified Inside db(°F) 70 75 Construction quality Tight Design TD(°F) 62 13 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 26 27 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 Cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load I Htg AVF I Clg AVF (ftz) I (Btuh) I (Btuh) (cfm) (Cfm) Bedrooml 220 2974 2974 118 134 Bedroom2 219 3124 3253 124 147 WIC Bed3 15 0 0 0 0 Laundry 100 1870 979 74 44 Bath2 70 1443 274 57 12 Stairs2 36 0 0 1 0 1 0 Zone 2 p 660 9411 7479 374 337 Other equip loads 0 0 Equip. @ 0.93 RSM 6985 Latent cooling 1086 TOTALS I 660 I 9411 I 8072 I 374 I 337 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015-Sep-28 19:46:21 w igh f Comfort Builder by Wrightsoft 15.0.19 RSU02778 Page 3 Wright Builders Upper Ridge-Bldg B Unit 3.rup Calc=MJ8 Front Door faces: W Load Short Form Job: _ Date: Zone 1 By: Tom LeMay A Plus HVAC, Inc. Plan: 13035 26 Airport Drive,Westfield,MA 01085 Phone:4135620054 Fax:4135620064 Email:Thomas @aplushvacinc.com Web:www.apiushvacinc.com License:103 Project • • For: Upper Ridge B3,Wright Builders Village Hill, Northampton, MA 01060 Phone:413.586.8287 x106 Email:jheilman @ wright-builders.com Design Information Htg Clg Infiltration Outside db(°F) 8 88 Method Simplified Inside db(°F) 70 75 Construction quality Tight Design TD(°F) 62 13 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 30 50 Moisture difference (gr/lb) 26 27 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 Cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME ( Area I Htg load ( Clg load I Htg AVF I Clg AVF (flZ) (Btuh) (Btuh) (cfm) (cfm) Kitchen 224 2163 3058 86 138 Bath 32 1737 828 69 37 Living Area 344 3199 4998 127 225 Stairs 60 0 0 0 0 Basement 564 2438 1184 97 53 Zone p 1224 9536 10068 379 454 Other equip loads 0 0 Equip. @ 0.93 RSM 9403 Latent cooling 1216 TOTALS I 1224 I 9536 I 10619 I 379 I 454 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015-Sep-28 19:46:21 wrightSoft° Comfort Builder by Wrightsoft 15.0.19 RSU02778 Page 2 I _..Wright Builders Upper Ridge-Bldg B Unit 3.rup Calc=MJ8 Front Door faces: W Load Short Form Job: Date: Enure House By: Tom LeMay A Plus HVAC, Inc. Plan: 13035 26 Airport Drive,Westfield,MA 01085 Phone:4135620054 Fax:4135620064 Email:Thomas @aplushvacinc.com Web:www.apiushvacinc.com License:103 Project Information For: Upper Ridge B3,Wright Builders Village Hill, Northampton, MA 01060 Phone:413.586.8287 x106 Email:jheilman @wright-builders.com Design Information Htg Clg Infiltration Outside db(°F) 8 88 Method Simplified Inside db(°F) 70 75 Construction quality Tight Design TD(°F) 62 13 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 30 50 Moisture difference (gr/lb) 26 27 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Trade Trade Model Cond AHRI ref Coil AHRI ref Efficiency 80 AFUE Efficiency 0 SEER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 753 cfm Actual air flow 753 cfm Air flow factor 0.040 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.92 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) I (Btuh) ( (Btuh) I (cfm) (cfm) 1 Zone 2 p l 660 I 9411 10068 I 749 I 374 I 337 Entire House d 1884 18947 16455 753 753 Other equip loads 0 0 Equip. @ 0.93 RSM 15369 Latent cooling 1489 TOTALS I 1884 I 18947 I 16858 I 753 I 753 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015-Sep-28 19:46:21 w lghil lf#' Comfort Builder by Wrightsoft 15.0.19 RSU02778 Page 1 Wright Builders Upper Ridge-Bldg B Unit 3.rup Calc=MJ8 Front Door faces: W Return Branch Summary I ad I Loa A ld I Design F I I Veloc Shape I Sze I Matl I Loss m Name L 1 (Btuh) I (Btuh) 1 (cfm) I (fpm) 1 1 (in) 1 I (in H20) 1 I rb2 1 51911 61661 c 2561 5791 Round 1 9 I ShtMetl 1 0.1041 1 rb6 1 51811 4301(h 1931 5541 Round 1 8 I ShtMetl I 0.0891 rb5 4414 4824 c 200 573 Round 8 ShtMetl 0.073 I rb4 1 38031 43801c 1821 5201 Round 1 8 1 ShtMetl 1 0.0591 1 rb1 1 28561 10581h 1071 5431 Round 1 6 1 ShtMetl 1 0.0381 Return Trunk Summary Htg cig Design Veloc IShape Duct Duct Pres Name Load I Load AVF I I Size I Matl I Loss 1 (Btuh) 1 (Btuh) 1 (cfm) 1 (fpm) 1 1 (in) 1 1 (in H2O) 1 1 rt5 1 103721 104661c 4341 6511 Rect 1 12 x 8 1 ShtMetl I 0.0211 rt6 5181 4301 h 193 580 Rect 6 x 8 ShtMetl 0.002 rt4 1 103721 104661c 4341 6511 Rect 1 12 x 8 1 ShtMetl 1 0.0011 1 rt1 1 132271 115251h 4931 6341 Rect 1 14 x 8 1 ShtMetl 1 0.0011 I rt3 1 103721 104661c 4341 6511 Rect 1 12 x 8 1 ShtMetl 1 0.0021 r12 8218 9204c 382 687 Rect rt9 I 38031 43801 c 1821 5451 Rect I 16 x 8 I ShtMetl I 0.0021 , 2015-Sep-28 19:39:47 ei wght► Comfort Builder by Wrightsoft 15.0.19 RSU02778 Page 2 ...Wright Builders Upper Ridge-Bldg B Unit 2.rup Calc=MA Front Door faces: W Duct System Summary Job: s „ Entire House By: Tom LeMay A Plus HVAC, Inc. Plan: 13035 26 Airport Drive,Westfield,MA 01085 Phone:4135620054 Fax:4135620064 Email:Thomas @aplushvacinc.com Web:www.aplushvacinc.com License:103 Calculation method: EqualFric Supply FR(in/100ft): 0.100 Return FR(in/100ft): 0.100 Heating Cooling Equipment pressure losses(in H2O ): 0.500 0.500 Duct system losses( in H2O): 0.141 0.160 Total fan pressure(in H2O ): 0.641 0.660 Fan air flow(cfm): 800 800 Supply Htg I Clg I Design I Veloc I Shape Duct Duct Cumm. Name Load I Load I AVF ( I Size mat Loss (Btuh) 1 (Btuh) 1 (cfm) 1 (fpm) 1 (in) (in H2O) Basement i 28561 10581 h 1071 5431 Round 1 6 1 ShtMetl 0.0251 1 Bathl 1 16931 7571 h 631 3221 Round 1 6 1 ShtMetl 1 0.0281 1 Bath2-A 1 23511 12031 h 881 4471 Round 1 6 1 ShtMetl 1 0.0611 Bedrooml 2830 3098 c 128 480 Round 7 ShtMetl 0.058 Bedroom2-A 1 21531 24901 c 1031 5261 Round 1 6 1 ShtMetl ( 0.056 1 Entry 1 14171 13071 c 541 2761 Round 1 6 1 ShtMetl 1 0.0331 1 Kitchen 1 3351 9941 c 411 2101 Round 1 6 1 ShtMetl 1 0.0241 1 Living Area 1 23861 30731 c 1271 4771 Round 1 7 1 ShtMetl 1 0.0371 Living Area-B 2386 3073 c 127 477 Round 7 ShtMetl 0.049 1 Stairs2-A 1 30371 3676 1 c 1521 5701 Round 1 7 1 ShtMetl 1 0.0531 Supply Htg Clg Design Veloc Shape Duct Duct Pres Name Load Load AVF Size Matl Loss 1 1 (Btuh) 1 (Btuh) ( (cfm) 1 (fpm) 1 1 (in) ( (in H2O) st11 1 28301 3098 1 c 1281 3851 Rect 1 6 x 8 1 ShtMetl 1 0.0051 1 st10 1 51811 4301 1 h 1931 5801 Rect 1 6 x 8 1 ShtMetl 1 0.0031 1 st9 1 73341 67911c 2811 6331 Rect ( 8 x 8 1 ShtMetl 1 0.0211 st2 7334 6791 c 281 633 Rect 8 x 8 ShtMetl 0.003 1 st6 1 54241 6749 1 c 2801 6291 Rect 1 8 x 8 1 ShtMetl 1 0.0071 1 st5 1 68411 8056 1 c 3341 6011 Rect ( 10 x 8 1 ShtMetl 1 0.0041 1 st4 1 71761 9050 1 c 3751 6751 Rect 1 10 x 8 1 ShtMetl 1 0.0011 1 st7 3037 136761c 152 457 Rect 6 x 8 ShtMetl 0.003 st1 1 112551 128801 c 534) 6861 Rect 1 14 x 8 1 ShtMetl 0.004 2015-Sep-28 19:39:47 weMjht$OftC.mfd Builder by Wrightsoft 15.0.19 RSU02778 Page 1 Wright Builders Upper Ridge-Bldg B Unit 2.rup Calc=MJ8 Front Door faces: W Return Trunk Details Duct Name HtgLoad HtgAVF n AVF Veloc Wdth Length Floss Tot.Loss 1 Ds Len (Btuh) I (cfm) 1 (cfm) 1 (fpm) 1 (in) 1 (ft) ( (in H2O) 1 (in H2O) Parent Trunk Name I ClgLoad I CIgAVF I Shape ( Matl ( Hght I S.Loss I Aj+Vav 1 Cum.Loss 1 1 I (Btuh) I (cfm) I I I (in) 1 (in H2O) I (in H2O) I (in H2O)651 rt5 10372 rt4 I 104661 4761 c 4341 ShtMetl 18 I 0 021 0.01021 0.0341 1 rt6 I 51811 2351 h 1931 5801 61 2.01 0.0061 0.0081 1 rt5 1 43011 1951 1 ShtMed 81 0.0021 01 1 I rt4 1 103721 4711 c 4341 6511 121 1.01 0.0061 0.0071 1 rt3 1 104661 4761 1 ShtMed 81 0.0011 01 1 1 rt1 1 115251 5241 h 4931 ShtMetl 181 0.001) 0.0107) 0.0181 I rt3 1 103721 4711 c 4341 6511 121 2.01 0.0071 0.0081 1 rt1 1 104661 4761 I ShtMed 81 0.0021 01 1 I rt2 1 82181 3741 c 3821 6871 101 16.01 0.0201 0.0351 1 1 92041 4181 1 ShtMed 81 0.0151 01 1 1 rt2 1 43801 199 1731 c 1821 ShtM t1 81 0.0021 0.00061 0.0081 2015-Sep-28 1 welghtsOf� Comfort Builder by Wrightsoft 15.0.19 RSU02778 Page 3 Wright Builders Upper Ridge-Bldg B Unit 2.rup Calc=MJ8 Front Door faces: W Supply Details Duct Name HtgLoad HtgAVF n AVF Veloc Wdth Length Floss Tot.Loss 1 Ds Len (Btuh) 1 (cfm) 1 (cfm) 1 (fpm) 1 (in) 1 (ft) 1 (in H2O) 1 (in H2O) 1 Parent Trunk Name ClgLoad CIgAVF Shape Matl Hght Sloss Aj+Vav Cum.Loss (Btuh) (cfm) (in) (in H2O) (in H20) 1 (in H2O) 1 1 SO 1 1 30981 1411 c 1281 ShtM 385J 8 I 0 05 1 -0.00011 0.0051 st10 st10 1 51811 2351h 1931 5801 61 3.01 -0.0011 0.0021 1 St9 1 43011 1951 1 ShtMetl 81 0.0031 01 1 1 St9 1 73341 3331c 2811 6331 81 23.01 0.0091 0.0291 1 st2 1 67911 3091 1 ShtMed 81 0.0211 01 1 1 st2 1 6791 73341 3091 c 2811 ShtM et 633J 81 0.003.03 1 0.01021 0.0141 1 st6 1 54241 2471c 2801 6291 81 8.01 0.0001 0.0071 1 st5 1 67491 3071 1 ShtMed 81 0.0071 01 1 1 st5 1 68411 3111c 3341 6011 101 5.01 -0.0011 0.0031 1 st4 1 80561 3661 1 ShtMed 81 0.0041 01 1 1 1 411 c 3751 ShtM tl 181 0.0011 0.00031 0.0041 st1 1 9050 1 st7 1 30371 1381c 1521 4571 61 5.01 0.0001 0.0031 1 st6 1 36761 1671 1 ShtMed 81 0.0031 01 1 1 st1 1 112551 5121c 5341 6861 141 5.01 0.0141 0.0181 1 1 128801 5851 1 ShtMeti 81 0.0041 01 1 Return Branch Details Duct Name HtgLoad HtgAVF Dsn AVF Veloc Wdth Length Flow Tot.Loss 1 1 (Btuh) 1 (cfm) ( (cfm) 1 (fpm) 1 (in) 1 (ft) 1 (in H20) 1 (in H2O) 1 Parent Trunk Name 1 ClgLoad 1 CIgAVF 1 Shape 1 Matl 1 Hght 1 S.Loss 1 Aj+Vav 1 Cum.Loss 1 1 1 (Btuh) 1 (cfm) 1 1 1 (in) 1 (in H2O) 1 (in H2O) 1 (in H2O) 1 1 52 1 61661 2801 c 2561 ShtMet 579J 91 0.0051 0.0321 0 0.0371 0 0.104 1 rID6 1 51811 2351h 1931 5541 81 3.01 0.0121 0.0141 1 rt6 1 43011 1951 1 ShtMed 1 0.0021 01 0.0891 1 rb5 1 44141 201 1 c 2001 5731 81 11.01 0.0301 0.0381 1 rt2 1 48241 2191 1 ShtMeti 1 0.0081 01 0.0731 1 rM rt9 1 43801 1991 c 1821 ShtMetl 81 0 0071 0.01001 0.0591 1 rb1 1 28561 1301h 1071 5431 61 6.01 0.0141 0.0201 1 rt1 1 10581 481 1 ShtMetj 1 0.0061 01 0.0381 I 1 I Wl"i r1iQfl 2015-Sep-2819:39:47 g Comfort Builder by Wrightsoft 15.0.19 RSU02778 Page 2 ...Wright Builders Upper Ridge-Bldg B Unit 2.rup Calc=MJ8 Front Door faces: W y Duct System Details Date: Entire House By: Tom LeMay A Plus HVAC, Inc. Plan: 13035 26 Airport Drive,Westfield,MA 01085 Phone:4135620054 Fax:4135620064 Email:Thomas @aplushvacinc.com Web:www.aplushvacinc.com License:103 Calculation method: EqualFric Supply FR( in/100ft): 0.100 Return FR(in/100ft): 0.100 Heating Cooling Equipment pressure losses(in H2O ): 0.500 0.500 Duct system losses(in H2O ): 0.141 0.160 Total fan pressure(in H2O ): 0.641 0.660 Fan air flow(cfm): 800 800 Supply Duct Name HtgLoad HtgAVF Dsn AVF Veloc Wdth Length F.Loss Tot.Loss (Btuh) (cfm) (cfm) (fpm) (in) (ft) 1 (in H20) 1 (in H2O) 1 Parent Trunk Name ClgLoad ClgAVF Shape Matl Hght S.Loss Aj+Vav Cum.Loss I (Btuh) 1 (cfm) I 1 I (in) 1 (in H2O) I (in H2O) 1 (in H2O) Basement 1 28561 1301h 1071 5431 61 20.01 0.0061 0.0251 1 10581 481 1 ShtMed 1 0.0201 01 0.0251 Bath1 1 16931 771h 631 3221 61 19.01 0.0031 0.0101 1 st1 1 7571 341 1 ShtMed 1 0.0071 01 0.0281 1 silo A 1 12031 155 071h 881 ShtM t l 61 0 0101 0.00051 0.061 st10 Bedrooml 1 28301 1291c 1281 4801 71 7.01 0.0031 0.0081 1 st11 1 30981 1411 1 ShtMed 1 0.0051 01 0.0581 1 Bedroom2-A 1 21531 981c 1031 5261 61 7.01 0.0061 0.0121 1 st9 1 24901 1131 1 ShtMed 1 0.0061 01 0.0561 st5 ry 1 13071 591 c 541 ShtMetl 6 I 0 006) 0.00031 0.0081 1 Kitchen 1 3351 151c 411 2101 61 8.01 0.0021 0.0031 1 st4 1 9941 451 1 ShtMeti 1 0.0011 01 0.0241 1 Living Area 1 23861 1081c 1271 4771 71 3.01 0.0041 0.0061 1 st6 1 30731 1401 1 ShtMetj 1 0.0021 01 0.0371 1 Living Area-B 1 23861 1081c 1271 4771 71 3.01 0.0291 0.0311 1 st1 1 30731 1401 1 ShtMed 1 0.0021 01 0.0491 1 Stairs2-A 1 30371 1381c 1521 5701 71 17.01 0.0041 0.0191 1 st7 1 36761 1671 1 ShtMed 1 0.0151 01 0.0531 2015-Sep-28 19:39:47 WTIt)hSE# Comfort Builder by Wrightsoft 15.0.19 RSU02778 Page 1 ...Wright Builders Upper Ridge-Bldg B Unit 2.rup Calc=MJ8 Front Door faces: W Level I 14x8 6 x 8 7 ,. 7 14x8 8 x 8 r9 r- 8 x 8 10 x 8 Sup Riser _ _ R 8 x 8 6 x 8 Tx 8 10x8 6 ' 6 ' 12x8 I I 8 r8 " f8 " 107cfm 17 I I B a e e n Ret Riser 6 .. 12x8 ,107 cfm 6 Sup Riser 7 " CL Job M A Plus HVAC, Inc. Scale: 1 : 61 Performed by Tom LeMay for: Page 3 Upper Ridge 132 26 Airport Drive Comfort Builder by Wrightsoft Village Hill Northampton,MA 01060 Westfield,MA 01085 15.0.19 RSU02778 Phone:413.586.8287 x106 Phone:4135620054 Fax:4135620064 2015-Sep-28 19:40:16 jheilman @wright-buiiders.com www.apiushvacinc.com Thomas @aplushvacinc.com ...Upper Ridge-Bldg B Unit 2.rup Level 2 127 cfm 127 cfm Sup Riser Living Are. 8 x 8 Ret Riser 12x8 X41 cfm 182 cfm K itc h e r "�,200 cfm Sup Riser 97 " Stain E ntry Bath1 "",63 cfm 54 cfm Job M A Plus HVAC, Inc. Scale: 1 : 61 Performed by Tom LeMay for: Page 2 Upper Ridge 26 Airport Drive Comfort Builder by Wrightsoft Village Hill l Northampton,MA 01060 Westfield,MA 01085 15.0.19 RSU02778 Phone:413.586.8287 x106 Phone:4135620054 Fax:4135620064 2015-Sep-28 19:40:16 jheilman @wright-builders.com www.apiushvacinc.com Thomas @aplushvacinc.com ...Upper Ridge-Bldg B Unit 2.rup Level 3 103 cfm Sup Riser 128 cfm 8 x 8 7 " 6 " 6x8 6x8 8 x 8 x 8 Ret Riser a 8 Be4' e-ffi2 — 12 x 8 6x8 8 " 1 I 12x8 193 cfm I VC 11 251 i cfm Hall/Laundr Sup Riser 7152 cYm s2 Bath2 88 cfm Job M A Plus HVAC, Inc. Scale: 1 : 61 Performed by Tom LeMay for: Page 1 Upper Ridge 26 Airport Drive Comfort Builder by Wrightsoft Village Hill l Northampton,MA 01060 Westfield,MA 01085 15.0.19 RSU02778 Phone:413.586.8287 x106 Phone:4135620054 Fax:4135620064 2015-Sep-28 19:40:16 jheliman@wdght-builders.com www.aplushvacinc.com Thomas @aplushvacinc.com ...Upper Ridge-Bldg B Unit 2.rup Project Summary Date: Zone 2 By: Tom LeMay A Plus HVAC, Inc. Plan: 13035 26 Airport Drive,Westfield,MA 01085 Phone:4135620054 Fax:4135620064 Email:Thomas @aplushvacinc.com Web:www.aplushvacinc.com License:103 Project • • For: Upper Ridge B2,Wright Builders Village Hill, Northampton, MA 01060 Phone:413.586.8287 x106 Email:jheilman @wright-builders.com Notes: 1)Mass Save Tier 3, Energy Star version 3 Certification. Design Information Weather: Hartford Bradley Intl AP, CT, US Winter Design Conditions Summer Design Conditions Outside db 8 °F Outside db 88 °F Inside db 70 °F Inside db 75 °F Design TD 62 °F Design TD 13 °F Daily range M Relative humidity 50 % Moisture difference 27 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 7334 Btuh Structure 6791 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 7334 Btuh Use manufacturer's data n Rate/swing multiplier 0.93 Infiltration Equipment sensible load 6342 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Tight) Structure 1250 Btuh Ducts 0 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ft) 603 603 Equipment latent load 1250 Btuh Volume(ft3) 4824 4824 Air changes/hour 0.14 0.07 Equipment total load 7592 Btuh Equiv.AVF(cfm) 11 6 Req.total capacity at 0.70 SHR 0.8 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. *ti 2015-Sep-2819:39:47 Comfort Builder by Wrightsoft 15.0.19 RSU02778 Page 3 Wright Builders Upper Ridge-Bldg B Unit 2.rup Calc=MJ8 Front Door faces: W Project Summary Job:: Zone 1 By: Tom LeMay A Plus HVAC, Inc. Plan: 13035 26 Airport Drive,Westfield,MA 01085 Phone:4135620054 Fax:4135620064 Email:Thomas @aplushvacinc.com Web:www.aplushvacinc.com License:103 Project • • For: Upper Ridge B2,Wright Builders Village Hill, Northampton, MA 01060 Phone:413.586.8287 x106 Email:jheilman @wright-builders.com Notes: 1)Mass Save Tier 3, Energy Star version 3 Certification. Design Information Weather: Hartford Bradley Intl AP, CT, US Winter Design Conditions Summer Design Conditions Outside db 8 °F Outside db 88 °F Inside db 70 °F Inside db 75 °F Design TD 62 °F Design TD 13 °F Daily range M Relative humidity 50 % Moisture difference 27 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 14111 Btuh Structure 13938 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 14111 Btuh Use manufacturer's data n Rate/swing multiplier 0.93 Infiltration Equipment sensible load 13018 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Tight) Structure 419 Btuh Ducts 0 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ft2) 1422 1422 Equipment latent load 419 Btuh Volume(fl3) 5760 5760 Air changes/hour 0.16 0.09 Equipment total load 13437 Btuh Equiv.AVF(cfm) 15 8 Req.total capacity at 0.70 SHR 1.5 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t 11111-1 h soft' 2015 Sep 28 19:39e ZbkComfort Builder by Wrightsoft 15.0;19 RSU02778 Page 2 ...Wright Builders Upper Ridge-Bldg B Unit 2.rup Calc=MJ8 Front Door faces: W N Project Summary Date: Entire House By: Tom LeMay A Plus HVAC Inc. Plan: 13035 26 Airport Drive,Westfield,MA 01085 Phone:4135620054 Fax:4135620064 Email:Thomas @aplushvacinc.com Web:www.aplushvacinc.com License:103 Project • • For: Upper Ridge B2,Wright Builders Village Hill, Northampton, MA 01060 Phone:413.586.8287 x106 Email:jheilman @wright-builders.com Notes: 1)Mass Save Tier 3, Energy Star version 3 Certification. Design Information Weather: Hartford Bradley Intl AP, CT, US Winter Design Conditions Summer Design Conditions Outside db 8 °F Outside db 88 °F Inside db 70 °F Inside db 75 °F Design TD 62 °F Design TD 13 °F Daily range M Relative humidity 50 % Moisture difference 27 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 21445 Btuh Structure 19104 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 21445 Btuh Use manufacturer's data n Ratelswing multiplier 0.93 Infiltration Equipment sensible load 17843 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Tight) Structure 855 Btuh Ducts 0 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ft') 2025 2025 Equipment latent load 855 Btuh Volume(1?) 10584 10584 Air changes/hour 0.15 0.08 Equipment total load 18698 Btuh Equiv.AVF(cfm) 26 14 Req.total capacity at 0.70 SHR 2.1 ton Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Model Cond AHRI ref Coil AHRI ref Efficiency 80 AFUE Efficiency 0 SEER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.037 cfm/Btuh Air flow factor 0.041 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.96 Bold4talic values have been manuaW overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 11L/e1 htsofIt' 2015-Sep-2819:39:47 Comfort Builder by Wrightsoft 15.0.19 RSU02778 Page 1 ' ...Wright Builders Upper Ridge-Bldg B Unit 2.rup Calc=MJ8 Front Door faces: W Load Short Form Job: Date: Zone 2 By: Tom LeMay •4 A Plus HVAC, Inc. Plan: 13035 26 Airport Drive,Westfield,MA 01085 Phone:4135620054 Fax:4135620064 Email:Thomas @aplushvacinc.com Web:www.apiushvacinc.com License:103 Project • • For: Upper Ridge B2,Wright Builders Village Hill, Northampton, MA 01060 Phone:413.586.8287 x106 Email:jheilman @ wright-builders.com Design Information Htg Clg Infiltration Outside db(°F) 8 88 Method Simplified Ins ide db(°F) 70 75 Construction quality Tight Design TD(°F) 62 13 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 26 27 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Cig load Htg AVF Clg AVF (ftz) I (Btuh) ( (Btuh) I (cfm) I (cfm) Bedroom 1 227 2830 3098 106 128 Bedroom2 216 2153 2490 80 103 Hall/Laundry 76 0 0 0 0 Bath2 84 2351 1203 88 50 Zone 2 p 603 7334 6791 274 281 Other equip loads 0 0 Equip. @ 0.93 RSM 6342 Latent cooling 1250 TOTALS I 603 I 7334 I 7592 I 274 I 281 Bold/Italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015-Sep-28 19:39:47 wrightsoft° Comfort Builder by Wrightsoft 15.0.19 RSU02778 Page 3 ...Wright Builders Upper Ridge-Bldg B Unit 2.rup Calc=MJ8 Front Door faces: W Load Short Form Dat • Date: Zone 1 By: Tom LeMay Plan: 13035 A Plus HVAC, Inc. 26 Airport Drive,Westfield,MA 01085 Phone:4135620054 Fax:4135620064 Email:Thomas @aplushvacinc.com Web:www.aplushvacinc.com License:103 Project • • For: Upper Ridge B2,Wright Builders Village Hill, Northampton, MA 01060 Phone:413.586.8287 x106 Email:jheilman @wdght-builders.com Design Information Htg Clg Infiltration Outside db(°F) 8 88 Method Simplified Inside db(°F) 70 75 Construction quality Tight Design TD(°F) 62 13 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 26 27 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (fL2 I (Btuh) I (Btuh) I (Cfm) (cfm) Kitchen 111 335 994 12 41 Bath1 45 1693 757 63 31 Living Area 375 4772 6146 178 255 Stairs 72 0 0 0 0 Basement 675 2856 1058 107 44 Entry 72 1417 1307 53 54 Stairs2 72 1 3037 1 3676 1 113 152 Zone 1 p 1422 14111 13938 526 578 Other equip loads 0 0 Equip. @ 0.93 RSM 13018 Latent cooling 419 TOTALS 1 1422 I 14111 I 13437 I 526 I 578 Boldltalic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015-Sep-28 19:39:47 wlrfghtsoft° Comfort Builder by Wrightsoft 15.0.19 RSU02778 Page 2 Wright Builders Upper Ridge-Bldg B Unit 2.rup Calc=MJ8 Front Door faces: W Load Short Form Date: Entire House By: Tom LeMay A Plus HVAC, Inc. Plan: 13035 �l 26 Airport Drive,Westfield,MA 01085 Phone:4135620054 Fax:4135620064 Email:Thomas @aplushvacinc.com Web:www.apiushvacinc.com License:103 Project • • For: Upper Ridge B2,Wright Builders Village Hill, Northampton, MA 01060 Phone:413.586.8287 x106 Email:jheilman @wright-builders.com Design Information Htg CIg Infiltration Outside db(°F) 8 88 Method Simplified Ins ide db('F) 70 75 Construction quality Tight Design TD(°F) 62 13 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 26 27 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Trade Trade Model Cond AHRI ref Coil AHRI ref Efficiency 80 AFUE Efficiency 0 SEER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 'F Total cooling 0 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.037 cfm/Btuh Air flow factor 0.041 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.96 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) I (Btuh) I (Btuh) I (cfm) I (cfm) Zone1 pI 1422 I 14111 I 13938 I 526 I 578 Zone 2 p 603 7334 6791 274 281 Entire House d 2025 21445 19104 800 800 Other equip loads 0 0 Equip. @ 0.93 RSM 17843 Latent cooling 855 TOTALS I 2025 I 21445 I 18698 800 I 800 Sold4talic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015-Sep-28 19:39:47 +w. wrightsoflt' Comfort Builder by Wrightsoft 15.0.19 RSU02778 Page 1 J ...Wright Builders Upper Ridge-Bldg B Unit 2.rup Calc=MJ8 Front Door faces: W Supply Htg Cl9 Design Veloc Shape Duct Duct Pres Name 1 Load ( Load 1 AVF 1 1 1 Size 1 Matl 1 Loss 1 (Btuh) 1 (Btuh) 1 (cfm) 1 (fpm) I I (in) I 1 (in H2O) 1 1 st6 1 1569) 2631 h 551 1651 Rect 1 6 x 8 I ShtMetl I 0.0001 1 st14 1 41961 43331 c 1981 5951 Rect 1 6 x 8 1 ShtMetl 1 0.0121 st15 3106 3282 c 150 450 Rect 6 x 8 ShtMetl 0.001 1 st12 1 69111 62461 c 2861 6431 Rect ( 8 x 8 1 ShtMetl 1 0.0071 1 st13 1 62691 54901 c 2511 5651 Rect 1 8 x 8 1 ShtMetl 1 0.0031 1 st18 3567 4259 c 195 585 Rect 6 x 8 ShtMetl 0.007 st11 1 10477) 105051 c 4811 721 1 Rect 1 12 x 8 1 ShtMetl 1 0.026 1 st2 1 104771 105051 c 4811 7211 Rect 1 12 x 8 1 ShtMetl 1 0.0031 st5 1 40251 44761 c 2051 4611 Rect 1 8 x 8 1 ShtMetl 1 0.0071 1 st4 1 57411 59491 c 2721 6121 Rect I 8 x 8 1 ShtMetl 1 0.0101 1 st8 1 71231 86971 c 3981 7161 Rect 1 10 x 8 1 ShtMetl 1 0.0051 st9 6154 7920 c 362 652 Rect 10 x 8 ShtMetl 0.006 1 st1 1 128631 146461 c 6701 7541 Rect 1 16 x 8 I ShtMetl 1 0.0101 1 st20 1 13231 621 h 461 1391 Rect 1 6 x 8 1 ShtMetl 1 0.0001 1 st3 1 82721 22281 h 2891 6501 Rect 1 8 x 8 1 ShtMetl 1 0.0031 Return Branch Summary 1 1 Htg CIg 1 Design I Veloc 1 Shape 1 Duct I Duct ( Cumm. 1 1 Name I Load I Load 1 AVF 1 1 1 Size 1 Matl 1 Loss 1 1 (Btuh) 1 (Btuh) 1 (cfm) 1 (fpm) I 1 (in) 1 1 (in H2O) 1 1 rb8 1 47931 54331 c 2491 5631 Round 1 9 1 ShtMetl 1 0.0141 1 rb3 1 46461 42231 c 1931 5541 Round 1 8 1 ShtMetl 1 0.0191 1 rb2 1 47281 54671 c 2501 5661 Round 1 9 1 ShtMetl 1 0.0821 1 rb5 1 10901 11151 c 511 2601 Round 1 6 1 ShtMetl 1 0.0431 1 rb1 1 46591 39241 c 1801 5141 Round 1 8 1 ShtMetl 1 0.0961 rb4 3424 4989 c 228 654 Round 8 ShtMetl 0.023 1 rb6 1 43241 11881 h 1511 5651 Round 1 7 1 ShtMetl 1 0.0191 1 rb7 1 39481 10401 h 1381 5161 Round 1 7 1 ShtMetl 1 0.0201 Return Trunk Summary Htg Clg Design Veloc Shape Duct Duct Pres 1 Name 1 Load 1 Load 1 AVF 1 1 1 Size 1 Matl 1 Loss 1 1 (Btuh) 1 (Btuh) 1 (cfm) 1 (fpm) 1 1 (in) 1 1 (in H2O) 1 1 rt8 1 104771 105051 c 4811 6181 Rect 1 14 x 8 1 ShtMetl 1 0.0031 rt9 4659 3924 c 180 539 Rect 6 x 8 ShtMetl 0.002 1 rt7 1 104771 105051 c 481 1 6181 Rect 1 14 x 8 1 ShtMetl 1 0.012 rt5 1 104771 105051 c 4811 6181 Rect 1. 14 x 8 1 ShtMetl 1 0.0011 2015-Sep-28 19:33:49 V4 ei htsaft Comfort Builder by Wrightsoft 15.0.19 RSU02778 Page 2 ...Wright Builders Upper Ridge-Bldg B Unit t.rup Calc=MJ8 Front Door faces: W Duct System Summary Job: : Entire House By: Tom LeMay A Plus HVAC, Inc. Plan: 13035 26 Airport Drive,Westfield,MA 01085 Phone:4135620054 Fax:4135620064 Email:Thomas @aplushvacinc.com Web:www.aplushvacinc.com License:103 Calculation method: EqualFric Supply FR(in/100ft): 0.100 Retum FR(in/100ft): 0.100 Heating Cooling Equipment pressure losses(in H2O): 0.500 0.500 Duct system losses(in H2O ): 0.127 0.197 Total fan pressure(in H2O): 0.627 0.697 Fan air flow(cfm ): 1105 1105 Supply 1 1 Htg C19 1 Design I Veloc I Shape 1 Duct 1 Duct I Cumm. Name 1 Load I Load I AVF I I I Size I Matl 1 Loss (Btuh) I (Btuh) I (cfm) I (fpm) I I (in) I I (in H2O) Bath 1 13231 621 h 461 2351 Round 1 6 I ShtMetl 1 0.0421 1 Bath 2 1 6411 7571 c 351 1761 Round 1 6 1 ShtMetl 1 0.0811 1 Entry 1 17161 14731 c 671 3431 Round 1 6 1 ShtMetl 1 0.0581 Guest Bed 2625 978 h 92 467 Round 6 ShtMetl 0.051 Kitchen 1 24561 42131 c 1931 5521 Round 1 8 1 ShtMetl 1 0.060 1 Laundry 1 16101 15661 c 721 3651 Round 1 6 1 ShtMetl 1 0.0961 1 Living Area 1 30771 39601 c 1811 5191 Round 1 8 1 ShtMetl 1 0.0611 1 Living Area-B 3077 3960 c 181 519 Round 8 ShtMetl 0.058 M Bath 1 14961 1716) c 791 4001 Round 1 6 1 ShtMetl 1 0.101 I Master Bed 1 24771 31441 c 1441 5381 Round 1 7 I ShtMetl 1 0.0891 1 Office 1 10901 11151 c 511 2601 Round 1 6 1 ShtMetl 1 0.0811 1 P.R. 1 9681 7761 c 361 1811 Round 1 6 1 ShtMetl 1 0.0491 1 Pantry-A 1 15691 2631 h 551 2791 Round 1 6 1 ShtMetl 1 0.0621 Pilates 4324 1188 h 151 565 Round 7 ShtMetl 0.063 1 WIC 1 10901 1051 1 c 481 2451 Round 1 6 1 ShtMetl 1 0.0971 1 Yoga 1 20731 11561h 721 3691 Round 1 6 I ShtMetl 1 0.0921 2015-Sep-28 19:33:49 wrightst0t Comfort Builder by Wrightsoft 15.0.19 RSU02778 Page 1 ...Wright Builders Upper Ridge-Bldg B Unit 1.rup Calc=MJ8 Front Door faces: W Return Branch Details Duct Name HtgLoad HtgAVF n AVF Veloc Wdth Length Floss Tot.Loss (Btuh) I Ds Len (cfm) I (cfm) I (fpm) I (in) I (ft) I (in H2O) I (in H2O) Parent Trunk Name I ClgLoad I CIgAVF 1 Shape 1 Matl I Hght 1 S.Loss 1 Aj+Vav I Cum.Loss 1 1 1 (Btuh)' 1 (cfm) I I 1 (in) 1 (in H2O) I (in H20) 1 (in H2O) I 1 rb8 I 54331 247 2181 c 2491 ShtM t 563l 91 0.001 2.21 0.01031 0.0141 rb3 I 46461 2111 c 1931 5541 81 3.21 0.0171 0.0191 1 1 42231 1921 1 ShtMetj 1 0.0021 01 0.0191 I rb2 1 47281 2151 c 2501 5661 91 3.01 0.0361 0.0381 1 rt8 1 54671 2481 1 ShtMetl 1 0.0021 01 0.0821 rt8 I 109 51 51 c 511 ShtMetl 6 I 0.0021 -0.00021 0.0001 1 rb1 1 46591 2121 c 1801 5141 81 3.01 0.0101 0.0121 1 rt9 1 39241 1781 1 ShtMetl 1 0.0021 01 0.0961 rb4 1 34241 1561 c 2281 6541 81 4.01 0.0191 0.0231 1 1 49891 2271 1 ShtMetl 1 0.0041 01 0.0231 1 rb6 ( 11881 1541 h 151 1 ShtM tl 71 0.0051 0.0100 0.0191 1 rb7 1 39481 1791 h 1381 5161 71 6.01 0.0161 0.0201 1 1 10401 471 1 ShtMetl 1 0.0041 01 0.0201 Details Return Trunk 1 Duct Name 1 HtgLoad I HtgAVF I Dsn AVF 1 Veloc 1 Wdth 1 Length I Floss 1 Tot.Loss 1 1 I (Btuh) I (cfm) I (cfm) I (fpm) 1 (in) I (ft) I (in H20) 1 (in H2O) I 1 Parent Trunk Name 1 ClgLoad I CIgAVF I Shape I Mab 1 Hght I Sloss I Aj+Vav I Cum.Loss 1 1 1 (Btuh) I (cfm) I 1 1 (in) I (in H2O) I (in H2O) I (in H2O) 1 rt8 1 104771 4761 c 4811 6181 141 4.01 0.0091 0.0121 1 rt7 1 105051 4781 1 ShtMetl 81 0.0031 01 1 1 1781 c 1801 ShtMetl 8 I 0.021 0.03091 0.0411 rt8 I 3924 I rt7 1 104771 4761 c 4811 6181 141 18.01 0.0191 0.0301 1 rt5 1 105051 4781 1 ShtMetj 81 0.0121 01 1 1 rt5 1 104771 4761 c 4811 6181 141 2.01 01 0.0011 1 105051 4781 1 ShtMetl 81 0.0011 01 1 � �*��� 2015-Sep-2819:33:49 W ilg Rev Comfort Builder by Wrightsoft 15.0.19 RSU02778 Page 4 ...Wright Builders Upper Ridge-Bldg B Unit t.rup Calc=MJ8 Front Door faces: W Supply Details Duct Name HtgLoad HtgAVF n AVF Veloc Wdth Length .Loss Tot.Loss (Btuh) I Ds Len F (cfm) I (cfm) I (fpm) I (in) I (ft) I (in H20) 1 (in H2O) Parent Trunk Name I ClgLoad I CIgAVF l Shape I Matl 1 Hght I S.Loss 1 Aj+Vav I Cum.Loss 1 1 1 (Btuh) 1 (cfm) 1 I 1 (in) 1 (in H2O) I (in H2O) I (in H2O) 1 l 65 st5 I 1263 5691 121 h 551 ShtM t1 8 I 0.000 i 0.00021 0.0031 st14 1 41961 191 1 c 1981 5951 61 12.01 0.0001 0.0111 I stl3 1 43331 1971 1 ShtMet 81 0.0121 01 I I st15 1 31061 141 1 c 1501 4501 61 1.01 -0.0011 -0.0011 I st14 1 32821 1491 1 ShtMetl 81 0.0011 01 1 St12 1 62461 2841 c 2861 ShtMetl 8 1 0,0071 0.01021 0.0201 st11 1 st13 1 62691 2851c 2511 5651 81 4.01 -0.0011 0.0021 1 st12 1 54901 2501 1 ShtMetl) 81 0.0031 01 I I st18 1 35671 1621c 1951 5851 61 7.01 0.0111 0.0181 1 St11 1 42591 1941 1 ShtMet 81 0.0071 01 1 st21 I 105051 4781 c 4811 ShtM tl 18 I 0 0261 0.01051 0.041 I st2 1 104771 4761c 4811 7211 121 3.01 0.0151 0.0181 1 1 105051 4781 1 ShtMet+ 81 0.0031 01 I I st5 1 40251 1831c 2051 4611 81 13.01 -0.0011 0.0061 1 st4 1 44761 2031 I ShtMet 81 0.0071 01 I SO I 5949) 2701 c 2721 ShtM tl 8 I 0 0101 0.01031 0.0231 1 st8 1 71231 3241c 3981 7161 101 5.01 0.0151 0.0201 1 st1 1 86971 3951 1 ShtMet 81 0.0051 o I I I St9 1 61541 2801c 3621 6521 101 7.01 -0.0011 0.0051 1 st8 1 79201 3601 1 ShtMet 81 0.0061 01 I 1 st1 1 146461 6661 c 6701 Sht et l 18 I 0.0101 0.0107) 0.0261 I st20 1 13231 601h 461 1391 61 3.01 0.0201 0.0201 1 st3 1 621 31 1 ShtMetl 81 0.0001 01 I I st3 1 82721 3761h 2891 6501 81 3.01 0.0121 0.0151 1 1 22281 loll I ShtMet 81 0.0031 01 I 2015-Sep-28 19:33:49 w ht'o,s} Comfort Builder by Wrightsoft 15.0.19 RSU02778 Page 3 ...Wright Builders Upper Ridge-Bldg B Unit 1.rup Calc=MJ8 Front Door faces: W Supply Branch Details Duct Name HtgLoad HtgAVF n AVF Veloc Wdth Length Floss Tot.Loss (Btuh) I Ds Len (cfm) I (cfm) I (fpm) I (in) I (ft) I (in H2O) I (in H2O) Parent Trunk Name ClgLoad CIgAVF I Shape Matl I Hght I Sloss I Aj+Vav Cum.Loss (Btuh) (cfm) I I (in) 1 (in H2O) I (in H2O) (in H2O) Bath st20 I 1362 I 63 I h 461 ShtM tl 61 0 0061 0.0001 I 0.0071 Bath 2 1 6411 291 c 351 1761 61 12.01 0.0011 0.0031 1 st12 7571 341 1 ShtMetl 1 0.0021 01 0.0811 I Entry 1 17161 781 c 671 3431 61 11.01 0.0041 0.0091 I st4 1 14731 671 1 ShtMetl 1 0.0051 01 0.0581 st3est Bed I 29781 1441 h 921 ShtM t l 61 0.011 0.020 51 0.0511 Kitchen 24561 1121 c 1931 5521 81 2.01 0.0041 0.0051 1 st5 1 42131 1921 1 ShtMetl 1 0.0011 01 0.0601 I Laundry 1 16101 731 c 721 3651 61 2.01 0.0031 0.0041 1 stl5 1 15661 711 1 ShtMetl 1 0.0011 01 0.0961 st9 ng Area 1 39601 1801 c 181 1 ShtMetl 8 I 0.0061 0.00031 0.061( Living Area-B 1 30771 1401 c 1811 5191 81 5.01 0.0031 0.0071 1 st9 1 39601 1801 1 ShtMetl 1 0.0031 01 0.0581 I M Bath 1 14961 681 c 791 4001 61 9.01 0.0041 0.0091 I st15 1 17161 781 1 ShtMetl 1 0.0051 01 0.1011 1 Master Bed 1 31441 1431 c 1441 ShtMetl 71 0.0041 0.00091 0.0891 st18 Office 10901 501 c -511 2601 61 7.01 0.0021 0.0041 1 st18 1 11151 511 1 ShtMetl 1 0.0021 01 0.0811 P.R. 1 9681 441 c 361 1811 61 12.01 0.0011 0.0031 1 st8 1 7761 351 1 ShtMetl 1 0.0021 01 0.0491 st6ntry-A 1 12631 121 h 551 ShtMet 279l 61 0 0041 0.0001 0.0621 1 Pilates I 43241 1971 h 1511 5651 71 18.01 0.0321 0.0471 1 st3 1 11881 541 1 ShtMetl 1 0.0161 01 0.0631 I WIC 1 10901 501 c 481 2451 61 9.01 0.0031 0.0051 1 st14 1 10511 481 1 ShtMetj 1 0.0021 01 0.0971 Yoga I 101561 531 h 721 ShtMetl 61 0.0061 0.000 I 0.0921 st13 1 � 2015-Sep-2819:33:49 g Comfort Builder by Wrightsoft 15.0.19 RSU02778 Page 2 ...Wright Builders Upper Ridge-Bldg B Unit 1.rup Calc=MJ8 Front Door faces: W Duct System Details Jo F, Entire House By: Tom LeMay A Plus HVAC, Inc. Plan: 13035 26 Airport Drive,Westfield,MA 01085 Phone:4135620054 Fax:4135620064 Email:Thomas @aplushvacinc.com Web:www.aplushvacinc.com License:103 Calculation method: EqualFric Supply FR( in/100ft): 0.100 Retum FR(in/100ft): 0.100 Heating Cooling Equipment pressure losses ( in H2O ): 0.500 0.500 Duct system losses(in H2O ): 0.127 0.197 Total fan pressure( in H2O): 0.627 0.697 Fan air flow(cfm ): 1105 1105 Wri htsoft 201SSep 28 19:33e 1 Comfort Builder by Wrightsoft 15.0.19 RSU02778 Page 1 ...Wright Builders Upper Ridge-Bldg B Unit 1.rup Calc=MJ8 Front Door faces: W Level I $ „ $ „ Storage 92 cfm 10x8 7 „ 138 fm 9 „ 8 „ 8 Guest B 6 „ „ Ret Riser " 14x8 6 10x8 6x8 Bath Sup Riser 1 8 6 x 8 46 cfm 12x8 �7 „ 6 „ �151 cfm 8 x 8 7 " Storage/M ech s 6 „ a1t1 cfm 8 x 8 Fut Elev 811 6 6 " x8 Job M A Plus HVAC, Inc. Scale: 1 :64 Performed by Tom LeMay for: Page 3 Upper Ridge-B1 26 Airport Drive Comfort Builder by Wrightsoft Village Hill Westfield,MA 01085 15.0.19 RSU02778 Northampton,MA 01060 Phone:4135620054 Fax:4135620064 2015-Sep-28 19:36:17 Phone:413.586.8287 x106 i h l www.apiushvacinc.com Thomas a usvacnc.com jheilman @wdght-builders.com p @ p Upper Ridge-Bldg B Unit 1.rup Level 2 181 cfm 181 cfm 249 cfm 193 cfm 03q-36 cfm P.R. Ret Riser 14 x 8 228 cfm Sup Riser 9112 x 8 Living Are, Mudroom E ntry mq- 7 cfm P a ntry Kitchen 193 cfm 1 55 diln Job M A Plus HVAC, Inc. Scale: 1 : 64 Performed by Tom LeMay for: Page 2 Upper Ridge-61 26 Airport Drive Comfort Builder by Wrightsoft Village Hill Westfield,MA 01085 15.0.19 RSU02778 Northampton,MA 01060 Phone:4135620054 Fax:4135620064 2015-Sep-28 19:36:17 Phone:413.586.8287 x106 www.aplushvacinc.com Thomas @aplushvacinc.com ...Upper Ridge-Bldg B Unit 1.rup jheilman@wright-builders.com Level 3 "OK51 cfm 7 " 144 cfm Ret Riser 14x8 6x8 Office Master Bed T4 x Sup Riser \12x8 14 x 8 12x8 911 250 cfm 8 x 8 51 cfm 6 x 8 �6[x8 80 cfm B ath 2 6 " 5 cfm Yoga 6 " 2 cfm 16x8 WIG M B ath 6 " L u n ry 6 " CL,48 cfm 6 " 79 cfm 72 cfm Job#: A Pius HVAC, Inc. Scale: 1 : 64 Performed by Tom LeMay for: Pagel Upper Ridge-61 26 Airport Drive Comfort Builder by Wrightsoft Village Hill Westfield,MA 01085 15.0.19 RSU02778 Northampton,MA 01060 Phone:4135620054 Fax:4135620064 2015-Sep-28 19:36:17 Phone:413.586.8287 x106 www.apiushvacinc.com Thomas @apiushvacinc.com Upper Ridge-Bldg B Unit 1.rup jheilman@whght-builders.com Project Summary Job:: Zone 3 By: Tom LeMay A Plus HVAC, Inc. Plan: 13035 26 Airport Drive,Westfield,MA 01085 Phone:4195620054 Fax:4135620064 Email:Thomas @aplushvacinc.com Web:www.aplushvacinc.com License:103 Project • • For: Upper Ridge-B1,Wright Builders Village Hill, Northampton, MA 01060 Phone:413.586.8287 x106 Email:jheilman @wright-builders.com Notes: 1)Mass Save Tier 3, Energy Star version 3 Certification. Design Information Weather: Hartford Bradley Intl AP, CT, US Winter Design Conditions Summer Design Conditions Outside db 8 °F Outside db 88 °F Inside db 70 °F Inside db 75 °F Design TD 62 °F Design TD 13 °F Daily range M Relative humidity 50 % Moisture difference 27 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 8272 Btuh Structure 2228 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 8272 Btuh Use manufacturer's data n Rate/swing multiplier 0.93 Infiltration Equipment sensible load 2081 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Tight) Structure 68 Btuh Ducts 0 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ft2) 1112 1112 Equipment latent load 68 Btuh Volume(ft') 3336 3336 Air changes/hour 0.12 0.07 Equipment total load 2149 Btuh Equiv.AVF(cfm) 7 4 Req.total capacity at 0.70 SHR 0.2 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. weight-soft' 2015-Sep-28 19:33:49 Comfort Builder by Wrightsoft 15.0.19 RSU02778 Page 4 ..Wright Builders Upper Ridge-Bldg B Unit 1.rup Calc=MJ8 Front Door faces: W Project Summary Da e: tw Zone 2 By: Tom LeMay A Plus HVAC, Inc. Plan: 13035 26 Airport Drive,Westfield,MA 01085 Phone:4135620054 Fax:41356201064 Email:Thomas @aplushvacinc.com Web:www.apiushvacinc.com License:103 Project • • For: Upper Ridge-131,Wright Builders Village Hill, Northampton, MA 01060 Phone:413.586.8287 x106 Email:jheilman @ wright-builders.com Notes: 1) Mass Save Tier 3, Energy Star version 3 Certification. Design Information Weather: Hartford Bradley Intl AP, CT, US Winter Design Conditions Summer Design Conditions Outside db 8 'F Outside db 88 °F Inside db 70 'F Inside db 75 'F Design TD 62 'F Design TD 13 'F Daily range M Relative humidity 50 % Moisture difference 27 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 10477 Btuh Structure 10505 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 10477 Btuh Use manufacturer's data n Rate/swing multiplier 0.93 Infiltration Equipment sensible load 9812 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Tight) Structure 1483 Btuh Ducts 0 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ft2) 816 816 Equipment latent load 1483 Btuh Volume(fF) 6228 6228 Air changes/hour 0.14 0.07 Equipment total load 11295 Btuh Equiv.AVF(cfm) 14 8 Req.total capacity at 0.70 SHR 1.2 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 'F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. e htof 2015-Sep-2819:33:49 Comfort Builder by Wrightsoft 15.0.19 RSU02778 Page 3 Wright Builders Upper Ridge-Bldg B Unit 1.rup Calc=MJ8 Front Door faces: W Project Summary Date: Zone 1 By: Tom LeMay AM Gt9 10 A Plus HVAC, Inc. Plan: 13035 26 Airport Drive,Westfield,MA 01085 Phone:4135620054 Fax:4135620064 Email:Thomas @aplushvacinc.com Web:www.aplushvacinc.com License:103 Project • • For: Upper Ridge-B1,Wright Builders Village Hill, Northampton, MA 01060 Phone:413.586.8287 x106 Email:jheilman @wright-builders.com Notes: 1)Mass Save Tier 3, Energy Star version 3 Certification. Design Information Weather: Hartford Bradley Intl AP, CT, US Winter Design Conditions Summer Design Conditions Outside db 8 °F Outside db 88 °F Inside db 70 °F Inside db 75 'F Design TD 62 °F Design TD 13 °F Daily range M Relative humidity 50 % Moisture difference 27 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 12863 Btuh Structure 14646 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 12863 Btuh Use manufacturer's data n Rate/swing multiplier 0.93 Infiltration Equipment sensible load 13679 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight > Fireplaces 1 (Tight) Structure 1254 Btuh Ducts 0 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ft2) 1112 1112 Equipment latent load 1254 Btuh Volume(ft) 8976 8976 Air changes/hour 0.13 0.07 Equipment total load 14933 Btuh Equiv.AVF(cfm) 19 10 Req.total capacity at 0.70 SHR 1.6 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wel (`tt"soft 2015-Sep-28 19:33:49 Comfort Builder by Wrightsoft 15.0.19 RSU02778 Page 2 ztk Wright Builders Upper Ridge-Bldg B Unit 1.rup Calc=MJ8 Front Door faces: W Project Summary Da Entire House By: Tom LeMay A Plus HVAC, Inc. Plan: 13035 26 Airport Drive,Westfield,MA 01085 Phone:4135620054 Fax:4135620064 Email:Thomas @aplushvacinc.com Web:www.apiushvacinc.com License:103 Project Information For: Upper Ridge-B1,Wright Builders Village Hill, Northampton, MA 01060 Phone:413.586.8287 x106 Email:jheilman @wright-builders.com Notes: 1) Mass Save Tier 3, Energy Star version 3 Certification. Design Information Weather: Hartford Bradley Intl AP, CT, US Winter Design Conditions Summer Design Conditions Outside db 8 OF Outside db 88 OF Inside db 70 °F Inside db 75 OF Design TD 62 °F Design TD 13 OF Daily range M Relative humidity 50 % Moisture difference 27 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 31613 Btuh Structure 24148 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 31613 Btuh Use manufacturer's data n Rate/swing multiplier 0.93 Infiltration Equipment sensible load 22554 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Tight) Structure 1991 Btuh Ducts 0 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ft2) 3040 3040 Equipment latent load 1991 Btuh Volume(ft3) 18540 18540 Air changes/hour 0.13 0.07 Equipment total load 24545 Btuh Equiv.AVF(cfm) 40 22 Req.total capacity at 0.70 SHR 2.7 ton Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Model Cond AHRI ref Coil AHRI ref Efficiency 80 AFUE Efficiency 0 SEER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 1105 cfm Actual air flow 1105 cfm Air flow factor 0.035 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.92 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. �` ` ri htsof�t 2015-Sep-28 19:33:49 1 Comfort Builder by Wrightsoft 15.0.19 RSU02778 Page 1 ...Wright Builders Upper Ridge-Bldg B Unit t.rup Calc=MJ8 Front Door faces: W Load Short Form Job: Date: � Zone 3 By: Tom LeMay A Plus HVAC, Inc. Plan: 13035 26 Airport Drive,Westfield,MA 01085 Phone:4135620054 Fax:4135620064 Email:Thomas @aplushvacinc.com Web:www.aplushvacinc.com License;103 Project • • For: Upper Ridge-B1,Wright Builders Village Hill, Northampton, MA 01060 Phone:413.586.8287 x106 Email:jheilman @wright-builders.com Design Information Htg Clg- Infiltration Outside db(°F) 8 88 Method Simplified Inside db(°F) 70 75 Construction quality Tight Design TD(°F) 62 13 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 26 27 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 'F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 dm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF CIg AVF (ftz) I (Btuh) I (Btuh) I (cfm) (cfm) Guest Bed 285 2625 978 92 45 Bath 96 1323 62 46 3 Storage/Mech 56 0 0 0 0 Pilates 545 4324 1188 151 54 Mech 50 0 0 0 0 Storage 25 0 0 0 0 Fut Elev 55 0 0 0 0 Zone 3 p 1112 8272 2228 289 102 Other equip loads 0 0 Equip. @ 0.93 RSM 2081 Latent cooling 68 - I TOTALS I 1112 I 8272 I 2149 I 289 I 102 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wl� hl 2015-Sep-2819:33:49 Comfort Builder by Wrightsoft 15.0.19 RSU02778 Page e 4 ...Wright Builders Upper Ridge-Bldg B Unit 1.rup Calc=MJ8 Front Door faces: W 4 Load Short Form Job: Date: Zone 2 By: Tom LeMay A Plus HVAC, Inc. Plan: 13035 26 Airport Drive,Westfield,MA 01085 Phone:4135620054 Fax:4135620064 Email:Thomas @aplushvacinc.com Web:www.apiushvacinc.com License:103 Project • • For: Upper Ridge-B1,Wright Builders Village Hill,Northampton, MA 01060 Phone:413.586.8287 x106 Email:jheilman @wright-builders.com Design Information Htg Clg Infiltration Outside db(°F) 8 88 Method Simplified Inside db(°F) 70 75 Construction quality Tight Design TD (°F) 62 13 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 26 27 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 'F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 dm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft=) I (Btuh) I (Btuh) I (cfm) (cfm) Master Bed 192 2477 3144 87 144 M Bath 120 1496 1716 52 79 WIC 126 1090 1051 38 48 Laundry 42 1610 1566 56 72 Yoga 180 2073 1156 72 53 Bath 2 60 641 757 22 35 Office 96 1 1090 1115 38 51 Zone 2 p 816 10477 10505 366 481 Other equip loads 0 0 Equip. @ 0.93 RSM 9812 Latent cooling 1483 TOTALS 1 816 1 10477 1 11295 1 366 1 481 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wright 2015-Sep-28 19:33:49 soft' Comfort Builder y f . . Page 3 Wright Builders Upper Ridge-Bldg B Unit t.rup Calc=MJ8 Front Door faces: W Load Short Form Job: Date: rtb ZO/1e 1 By: Tom LeMay " A Plus HVAC, Inc. Plan: 13035 26 Airport Drive,Westfield,MA 01085 Phone:4135620054 Fax:4135620064 Email:Thomas @aplushvacinc.com Web:www.aplushvacinc.com License:103 Project • • For: Upper Ridge-B1,Wright Builders Village Hill, Northampton, MA 01060 Phone:413.586.8287 x106 Email:jheilman @ wright-builders.com Design Information Htg Clg Infiltration Outside db (°F) 8 88 Method Simplified Inside db('F) 70 75 Construction quality Tight Design TD(°F) 62 13 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 30 50 Moisture difference (gr/lb) 26 27 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref . n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) I (Btuh) I (Btuh) I (cfm) (cfm) Kitchen 198 2456 4213 86 193 Pantry 66 1569 263 55 12 Living Area 696 6154 7920 215 362 Entry 72 1716 1473 60 67 Mudroom 48 0 0 0 0 P.R. 32 1 968 1 776 1 34 1 36 Zone p 1112 12863 14646 450 670 Other equip loads 0 0 Equip. @ 0.93 RSM 13679 Latent cooling 1254 TOTALS I 1112 I 12863 I 14933 I 450 I 670 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wI htsoft 2015 Sep 28 19:age � Comfort Builder by Wrightsoft 15.0.19 RSU02778 page 2 ...Wright Builders Upper Ridge-Bldg B Unit 1.rup Calc=MJ8 Front Door faces: W Load Short Form Job: Date: Entire House By: Tom LeMay -tN A Plus HVAC, Inc. Plan: 13035 t . 26 Airport Drive,Westfield,MA 01085 Phone:4135620054 Fax:4135620064 Email:Thomas @aplushvacinc.com Web:www.apiushvacinc.com License:103 Project Information For: Upper Ridge-B1,Wright Builders Village Hill, Northampton, MA 01060 Phone:413.586.8287 x106 Email:jheilman @wright-builders.com Design Information Htg Clg Inflltration Outside db(°F) 8 88 Method Simplified Inside db(°F) 70 75 Construction quality Tight Design TD (°F) 62 13 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 30 50 Moisture difference (gr/lb) 26 27 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Trade Trade Model Cond AHRI ref Coil AHRI ref Efficiency 80 AFUE Efficiency 0 SEER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 1105 cfm Actual air flow 1105 cfm Air flow factor 0.035 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.92 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (fl?) I (Btuh) I (Btuh) I (cfm) (cfm) Zone1 p 1112 12863 14646 450 670 Zone 2 p 816 10477 10505 366 481 Zone 3 p 1112 8272 2228 289 102 Entire House d 3040 31613 24148 1105 1105 Other equip loads 0 0 Equip. @ 0.93 RSM 22554 Latent cooling 1991 TOTALS I 3040 I 31613 I 24545 I 1105 I 1105 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015-Sep-28 19:33:49 weightSof1' Comfort Builder by Wrightsoft 15.0.19 RSU02778 Page 1 ..Wright Builders Upper Ridge-Bldg B Unit 1.rup Calc=MJ8 Front Door faces: W 3 c - oylMM n Wright Builders,Inc. 48 Bates Street Northampton, Ma 01060 Date 9/29/2015 Job No. 15-940 Attention: (413) 586-8287 Re: Fax(413) 587-9276 Upper Ridge, Village Hill Bldg B To: Louis Hasbrouck/ Chuck Miller 29, 31, 33 35 Moser Street Northampton Building Dept Northampton, MA 01060 We are Sending You Fv Attached F Under Separate Cover via The Following Items: F- Shop Drawings f— Prints F- Plans i__ Samples Specifications F- Copy of Letter F Change Order F- Co ies Date No. Description 1 9/28/15 Manual J & D - one for each of the 4 four condos These are Transmitted as checked below: I--/ For approval f— Approved as submitted h` Resubmit _copies for approval For your use F Approved as noted F- Submit copies for distribution I' As Requested f— Returned for corrections F- Return corrected prints r— For review and comment F FORBIDS DUE F PRINTS RETURNED AFTER LOAN TO US Remarks Copy to File Signed: Linda Gaudreau 8:12 PITCH TO MATCH GARAGE ' ASPHALT SHINGLE FELT PAPER PLYWOOD DECK a ROOFTRUSS MTL DRIP 1X3 TRIM /i { f` ---1X3 1X6 TRIM 1X6 BOARD&BATTEN 4X8 EXT,GIRD GLU-LAM 4X0 EXT GIRD CROSS GLU LAM ' FC SOFFIT METAL U-BRACKET AT ENDS OF CANOPY �x BOLTED TO BEAM / 4'TUBE COLUMN r STEEL U-BRACKET / BI-DIRECTIONAL AT ENDS:4 POST LOCATIONS i V CONCRETE SIDEWALK ` CRUSHED STONE DRIP 1 ' j --------------CONC PIER SECTION DETAIL �{ 1 1/2"=V-0" FLATS 'EAST CANOPY KUHN-RIDDLE MAY 18,2015 ARC' HITEC: REVISED JUNE 17,2015 2r-o° 35'-7" CK YARD SHEATHING TO BE L T 30'-10" DenSGIass®Sheathing AT THE REAR OF BOTH GARAGES AND GABLES + + I AND AT THE WALLS -16 FACING THE CANOPY ~ v O 0 + + + + + -- FENCE + + + + I + + + + + EDGE OF ROOF ABOVE CANOPY COLUMN TYP 8 PLCS — - CONCRETE SIDEWALK STONE DRIPLINE C , _ o n r E r rT '-1 GARAGE BACKYARD PLAN DETAIL FLATS EAST CANOPY KUHN•RIDDLE MAY 18,2015 ARC' HITEC. TS REVISED JUNE 17,2015 __ City of Northampton Mail- FW: Flats East at the Upper Ridge,Village... https://mail.google.com/mail/u/0/?ui=2&ik=3921lafc3d&view=pt&se... 48 Bates Street Northampton, MA 01060 413-586-8287 x 105 phone 413-587-9276 fax rcooney@wright-builders.com www.wright-builders.com 5 of 5 6/30/2015 11:33 AM City of Northampton Mail-FW: Flats East at the Upper Ridge, Village... https://mail.google.com/mail/u/0/?ui=2&i1--39211afc3d&view=pt&se... On Mon, Jun 29, 2015 at 1:44 PM, Roger Cooney <RCooney @wright-builders.com> wrote: Hello Carolyn, We have added a covered entry to the proposed Flats East Building at the Upper Ridge. Please see attached. FYI, the city is currently reviewing our Building Permit application for this building and we have submitted this revised plan to Mass Development. Would you consider this a minor change and attached to our approved site plan? Please let us know. Thank you, Roger Roger Cooney Vice President of Estimating and Design ,R ..-._ BUltDERS 4 of 5 6/30/2015 11:33 AM City of Northampton Mail -FW: Flats East at the Upper Ridge,Village... https://mail.google.com/mail/u/0/?ui=2&ik=39211afc3d&view=pt&se... City of Northampton On Jun 29, 2015, at 3:22 PM, Roger Cooney <RCooney @wright-builders.com> wrote: Hello Carolyn, The elevation faces the parking lot and the Greek Townhouse to the East(which faces the park). From: Carolyn Misch [mailto:cmisch @northamptonma.gov] Sent: Monday, June 29, 2015 2:17 PM To: Roger Cooney Subject: Re: Flats East at the Upper Ridge, Village Hill Roger- Does this face the park? Carolyn Misch, AICP Senior Land Use Planner/Permits Manager City of Northampton Office of Planning & Sustainability 210 Main St Room 11 Northampton, MA 01060 413-587-1287 cmisch @northamptonma.gov www.northamptonma.gov/plan 3 of 5 6/30/2015 11:33 AM City of Northampton Mail-FW. Flats East at the Upper Ridge, Village... https://mail.google.com/mail/u/0/?ui=2&i1--39211 afc3d&view=pt&se... Cc: Ann Surmaceviz; Jay Heilman; Jonathan Wright; Mark Ledwell Subject: FW: Flats East at the Upper Ridge, Village Hill Hi Linda, Per Carolyn, no need to amend the site plan with the City for the Canopy at the Flats East. RC From: Carolyn Misch [mailto:cmisch @northamptonma.gov] Sent: Monday, June 29, 2015 6:02 PM To: Roger Cooney Subject: Re: Flats East at the Upper Ridge, Village Hill This is fine. No need for fort her review. Carolyn Misch, AICP Senior Land Use Planner City of Northampton Office of Planning & Sustainability 210 Main St, Room 11 Northampton, MA 01060 413-587-1287 cmisch @northamptonma.gov www.northamptonma.gov/plan '0 Carolyn Misch, AICP Senior Land Use Planner 2 of 5 6/30/2015 11:33 AM City of Northampton Mail-FW: Flats East at the Upper Ridge,Village... https://mail.google.com/mail/u/0/?ui=2&ik=39211afc3d&view=pt&se... ` Cibi Of Charles Miller<cmiller @northamptonma.gov> NorOwwWton FW: Flats East at the Upper Ridge, Village Hill 1 message Linda Gaudreau <LGaudreau @wright-builders.com> Tue, Jun 30, 2015 at 8:06 AM To: Charles Miller <cmiller @northamptonma.gov> Hi Chuck, Roger C contacted Carolyn Misch about adding of the Canopy at 73 Village Hill Rd. Here's the email trail for the record Linda Linda Gaudreau Operations Manager WRIGHT BUILDERS 48 Bates Street Northampton, MA 01060 t.413.586.8287 x. 116 f. 413.587.9276 ]gaudreau @wright-builders.com www.wright-builders.com From: Roger Cooney Sent:Tuesday,June 30, 2015 7:55 AM ,To: Linda Gaudreau 1 of 5 6/30/2015 11:33 AM Job Truss Truss Type Qty Ply Upper Ridge Flats East Building 0021 15040859BR VD4 Valley 2 1 Job Reference o tional Universal Forest Products 7.610 s Jan 29 2015 MlTek Industries,Inc. Wed May 27 06:18:59 2015 Page 1 ID:U84DQDm6onplSHXgmIWcc4z95TC SCknMeaNSxMLw?KmsC58QjzjrOXtxTflDBziG2zCO 5-0-15 10-1-15 5-0-15 5-0-15 Sm 314'=1 4,6= 2 4.00 12 6 5 T Sri 3 I 1 t v 4 4 e I 10-1-15 10-1-15 Plate Offsets(X,Y)— [2:0-M,0-2-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 42.3 Plate Grip DOL 115 TC 0.73 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow--55.0) Lumber DOL 1.15 BC 0.50 Vert(TL) n/a n/a 999 TCDL 10.0 Rep Strem Incr YES WB 0.15 Horz(TL) 0.00 3 n/a n/a BCLL 0.0 Code IBC2009/TP12007 (Matrix) Weight 23 lb FT=4% BCDL 10.0 LUMBER- BRACING TOP CHORD 2x4 SPF Not TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. OTHERS 2x4 SPF No.2 or 2x4 SPF Stud M?ek recommends that Stabilizers and required cross bracing be installed Burin truss erection,in accordance with Stabilizer Installation guid e. REACTIONS. (Ib/size) 1=225/10-0-7 (min.0-2-1),3=225/10-0-7 (min.0-2-1),4=583/10-0-7 (min.0-2-1) Max Horz 1=14(LC 8) Max Uplift1=16(LC 6),3=17(1_C 9),4=7(LC 6) Max Grav1=500(LC 14),3=500(LC 16),4=858(LC 19) FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. WEBS 24=7101155 NOTES. 1)Wind:ASCE 7-05;100mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat 11;Exp B;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and fortes&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL ASCE 7-05;Pg=55.0 psf(ground snow);Pf=42.3 psf(flat roof snow);Category II;Ecp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5)Gable requires continuous bottom chord bearing. 6)This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrent with any other live loads. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3,4. 8)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSl1TPI 1. 9)This truss has been designed for a moving concentrated load of 250.O1b live and 25.01b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,concurrent with live and dead bads. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard - Job Truss Truss Typ-e - jOtY jPiY Upper Ridge Flats East'Building f. ca(optic Universal Forest Products 7.610 s Jan 29 2015 MFFek industries,Inc- Wed May 27 06:18:54 2015 Page 1 Sri 13 14 7 is 16 LOADING(ps� 42.3 SPACING- 2-0-0 CS1. DEFL in (ioc) Vdefl Ud PLATES GRIP (Ground Snow--55.0) Lumber DOL 1.15 BC 040 Vert(TL) Na n/a 999 BCLL 0.0 Code IBC2009/TP12007 (Matrix) Weight 40 lb FT=4% BCDL 10.0 LUMBER- BRACING- TOPCHORD 2x4 SPF No.2 TOPCHORD Structural wood sheathing directly applied or 6-M oc pudins. BOTCHORD 2x4 SPF No,2 BOTCHORD Rigid calling directly applied or 1 0-M oc,bracing. OTHERS 2x4 SPF No.2 or 2x4 SPF Stud MiTek recommends that Stabilizers and required cross bracing be installed unng truss erection,in accordance with Stabilizer Installation guide REACTIONS. AJI bearings 16-0-7. Max Uplift AJI uplift 100 lb or less at joint(s)1,5,8,6 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-7=-630/85,2-8=7101156,4-6--7101156 NOTES- 1)Wind:ASCE 7-05;1 OOmph;TCDL=5.Opsf,,BCDL=5.Opsf,h=24ft;Cat 11;Exp,B;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MW`FRS for reacbons shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL--ASCE 7-05;Pg=55.0 psf(ground snow);Pf=42.3 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct--1.1 3)Unbalanced snow loads have been considered for this design. 4)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of ft fabricator to increase plate sizas to account for these factors. 5)Gable requires continuous bottom chord bearing. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5,8,& 8)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSVT-Pl 1. 9)This truss has been designed for a moving concentrated load of 250.Olb live and 25.01b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,concurrent with live and dead loads. 10)*Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Ply Upper Ridge Flats East Job Truss �Twus-sType Qty P=Building 0019 Truss 15040859BR JV02 Valley 2 Job Reference o tonal Universal Forest Products 7.610 s Jan 21 folb Mi I eK Industries,Inc. Wed May 27 06:18,49 2015 Page 1 ID:U84DQDm6onpISHXqmlWcc4z95TC-kH7?GDT5St5mjSZrH6voOdZOqMleba5HwdYAwdzCOr( 11-0-15 22-1-15 11-0-15 11-0-15 So 1:35 4 4. 3 12 400 12 2x4 II Da II 2 1 13 10 T ........... .......... ............ .......-------- 13T .......... 3. 15 16 5* 2. 22-1-15 22-1-15 Plate Offsets(X.Y 1:0-1-6,E e],15:0-4-6,Ede l,r7:0-3-0.0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFIL in (loc) Vdefl Ud PLATES GRIP TCLL ow_42.3 Plate Grip DOL 1.15 TC 0.77 Vert(LL) We n/a 999 MT20 197/144 (Ground Sn _55.0) Lumber DOL 1.15 BC 0.82 Vert(TL) n/a n/a 999 TCDL 10.0 Rep Strew Incr YES WB 0.20 Horz(TL) 0.00 5 rVa n/a BCLL 0.0 Code IBC2009frP12007 (Matrix) Weight:57 lb FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF 2100F 1.8E TOP CHORD Structural wood sheathing directly applied or 6-M oc pudins. BOTCHORD, 2x4 SPF No.2 BOT CHORD Rigid calling directly applied or 8-11-2 oc bracing. OTHERS 2x4 SPF No.2 or 2x4 SPF Stud —a'recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 22-0-7. (lb)- Max Horz 1=33(LC 8) Max Uplift All Uplift 100 lb or less at joint(s)1,5,8,6 Max Grav All reactions 250 lb or less atjoint(s)except 1=590(LC 16),5--590(LC 20),7=543(LC 26),8=1091(LC 25),6--1091(LC27) FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. WEBS 3-7=501/18,2-8--9371227,4-6--937/227 NOTES- 1)Wind:ASCE 7-05;1 OOmph;TCDL=5.Opsf,BCDL=5.Opst,h=24ft;Cart.11;Exp B;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone;cantilever left and fight exposed;C-0 for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL ASCE 7-05;Pg=55.0 psf(ground snow);Pf--42.3 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct--1.1 3)Unbalanced snow bads have been considered for this design. 4)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5)Gable requires continuous bottom chord bearing. 6)This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live loads. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5,8,6. 8)This truss is designed in accordance with the 2009 Intennabonal Building Code section 2306.1 and referenced standard ANSVTPI 1. 9)This truss has been designed for a moving concentrated load of 250.Olb live and 25.01b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,concurrent with live and dead loads. 10)"Semi-rigid pftchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard --] -- Job Truss Truss Type Qty Ply Upper R dge Flats East Building 0018 15040859BR Vol GABLE 2 1 ' Job Reference bona! Universal Forest Products 7.610 s Jan 29 2015 MiTek Industries,Inc. Wed May 27 06:18:44 2015 Page 1 I D:U84 DQDm6onplS HXgm I W cc4z95TC-OJ K6DVPyd KTTchhuUZKdJZr6iLMowl mYmLrPEQzCO 14-0-15 28-1-15 14-0-15 14-0-15 Sole•1:45. 4K= 4 16 17 4.00 12 5 3 15 6 19 1 6 2 20 13 1 3� 21 12 22 11 2J 10 2d V 2,5 6 26 3A 516. 28-1-15 28-1-15 Plate Offsets X,Y)— [10:0-3-0,0-3-0 LOADING(psf) SPACING- 2-M CSI. DEFL in (loc) Udefl L/d PLATES GRIP TCLL 42.3 Plate Grip DOL 1.15 TC 0.92 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow--55.0) Lumber DOL 1.15 BC 0.67 Vert(TL) n/a n/a 999 TCDL 10.0 Rep Stress Ina YES WB 0.27 Horz(TL) 0.00 7 n/a n/a BCLL 0.0 Code IBC20091TPI2007 (Matrix) Weight:78 lb FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SPF No.2 or 2x4 SPF Stud MiTek recommends that Stabilizers and required cross bracing be installed Burin truss erection,in accordance with Stabilizer Installation uide. REACTIONS. All bearings 28-1-15. (lb)- Max Horz 1=43(LC 8) Max Uplift All uplift 100 lb or less atjoint(s)1,7,11,12,9,8 Max Grav All reactions 250 lb or less atjoint(s)except 1=543(LC 18),7=543(LC 24),10=744(LC 33),11=740(LC 32),12=946(LC 31), 9=740(LC 34),8=946(LC 35) FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. WEBS 4-10=-644/47,3-11=-676f 142,2-12=817/187,5-9=-676/142,6-8=-817/187 NOTES- 1)Wind:ASCE 7-05;1OOmph;TCDL=5.Opsf,BCDL=5.Opsf;h=24ft;Cat II;Exp B;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLU ASCE 7-05;Pg=55.0 psf(ground snow);Pf--42.3 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow bads have been considered for this design. 4)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5)Al plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)This truss has been designed for a 1D.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)1,7,11,12,9,8. 9)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/iPI 1. 10)This truss has been designed for a moving concentrated load of 250.0Ib live and 25.OIb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,concurrent with live and dead bads. 11)"Semi rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply Upper Ridge Flats East Building 0017 15040859BR T02C COMMON 1 1 ' Job Reference(optional) Universal Forest-Products 7.610 s Jan 29 2015 M7ek Industries,Inc Wed May 27 06:18:40 2015 Page 1 ID:U84DQDm6onplSHXgml Wco4z95TC-VY4bN8MSZ6z284N6FjFh8jhVtk3Z_PgysktB5f7C0 7-4-0 14-0-0 20-2-5 22-5-14 7.4-0 6-8-0 6-2-5 2-3-9 4A= s 15 W 4.00 12 6 14 3M5 T2 4 41 3 13 4. 2 we WS T1 12 2 5,6 II 1 I 81 62 16 10 9 17 6 18 A7 4W= 54— 4210= 3x1 I 10-0-0 20-2-5 22-5-14 10-0-0 10-2-5 2-3-9 Plate Offsets X 4:0-1-12 0 1 8 8:0 1-12 0 1 8 [11-0-2-0,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL T2 42.3 Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.18 8-10 >999 360 M0 1971144 (Ground Snow--55.0) Lumber DOL 1.15 BC 0.43 Vert(fl-) -0.31 8-10 >838 240 TCDL 17.0 Rep Stress Ina YES WB 0.66 Horz(TL) 0.04 7 n/a n/a BCLL 0.0 Code IBC2009rTP12007 (Matrix-M) Weight 144 lb FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 SPF No.2 TOP CHORD Str ictural wood sheathing directly applied or 3.9-5 oc purlins, except end verticals. BOT CHORD 2x6 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF Not or 2x4 SPF Stud`Except` WEBS 1 Row at midpt 4-8,2-11.6-7 W5,W6:2x4 SPF No.2,W1:2x12 SP No.2,W2:2x4 SPF 210OF 1.8E MiTek recommends that Stabilizers and required cross bracing be installed W8:2x6 SPF No.2 during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 11=1511/0-5-8 (min.0-2-13),7=1511/0-3-0 (min.0.2-13) Max Horz 11=163(LC 8) Max Uplift11=40(LC 6),7=-89(LC 6) Max Grav11=1786(LC 12),7=1786(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12=745/94,2-12=-618/105,2-13=2434/265,313=2306/265,3-0=-22051275,4-14=667/58,5-14=514/68,5-15=1373/82, 6-15=543!79,1-11=797/130,6-7=18611253 BOT CHORD 11-16=-499/2552,10-16=-499/2552,9-10=310/1678,9-17=310/1678,8-17=310/1678 WEBS 2-10=728!226,4-1 0=-8111 0 1 5,4-8=-1676/331,5-8=X29/89,6-8=2 1 911 678,2-11=2372/231 NOTES- 1)Wind:ASCE 7-05;100mph;TCDL=5.Opsf;BCDL=5.Opsf,h=24tt Cat II;Exp B;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL-ASIDE 7-05;Pg=55.0 psf(ground snow);Pf 42.3 psf(flat roof snow);Category II;Exp B;Partialy Exp.;Ct=1.1 3)Unbalanced snow bads have been considered for this design. 4)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate saes to account for these factors. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 40 lb uplift at joint 11 and 89 lb uplift at joint 7. 7)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)This truss has been designed for a moving concentrated load of 250.0lb live and 25.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,concurrent with live and dead loads. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Upper Ridge Flats East Building 0016 15040859BR T02B COMMON 4 1 Job Reference(optional) Universal Forest Products 7.610 s Jan 29 2015 MiTek Industries,Inc. Wed Mayy 27 06:18:35 2015 Page 1 ID:U84DQDm6onplSHXgml W cc4z95TC-9aHiKRIJIZKl1 IV9SAfWRgzeFjjMRJ8WDiS9RRRzCOs 1 4.8 7-4-0 14-0-0 20-2-5 22-5-14 1 4-8 7-4-0 6-8-0 6-2-5 2-3-9 5mb:1:39 4*= 6 6 56 d.00 r 12 ] T3 is 5 4A 4 14 4x1 3 WE we W5 13 T1 2 5Yr II 2 81 B2 4� 17 11 10 18 9 19 8 12 3x1= 5*= 4x10= 3w1 II 10-0-0 20-2-5 22-5-14 10-M 10-2-5 2-3-9 Plate Offsets KY 2:0-3-0.0-2-01, 9:0-1-120-1-8 [12:0-2-0,0-2-01 LOADING(psf) SPACING 2-0-0 CSI. DEFL in (loc) Vdefl Lid PLATES GRP TCLL 42.3 Plate Grip DOL 1.15 TC 0.65 Vert(LL) -0.18 9-11 >999 360 MT20 1971144 (Ground Snow--55.0) Lumber DOL 1.15 BC 0.43 Vert(TL) -0.31 9-11 >847 240 TCDL 17.0 Rep Stress Incr YES WB 0.66 Horzol) 0.04 8 n/a n/a BCLL 0.0 Code IBC2009/TPl2007 (Matrix-M) Weight 147 lb FT=4% BCDL 10.0 LUMBER- BRACING TOP CHORD 2x6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 38-13 oc purlins, except end verticals. BOT CHORD 2x6 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 10-"oc bracing. WEBS 2x4 SPF No.2 or 2x4 SPF Stud*Except* WEBS 1 Row at midpt 5-9,3-12,7-8 W5,W6:2x4 SPF No.2,W1:2x12 SP No.2,W2:2x4 SPF 2100F 1.8E MiTek recommends that Stabilizers and required cross bracing be installed W8:2x6 SPF No.2 during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 12=1739/0-5-8 (min.0-a-3),8=1502/0-3-0 (min.0-2-13) Max Horz 12=189(LC 8) Max UpIiftl2=100(LC 6),8=87(LC 6) Max Grav12=2014(LC 13),8=1777(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-13=910/96,313=-6961115,314=2394/253,4-14=2267/253,4-5=21661264,515=665/58,6-15=511/68,6-16=-470/81, 7-16=540/78,2-12=1081/250,7.8=18521250 BOT CHORD 12-17=1781/2491,11-17=-081/2491,10-11=306(1668,10-18=306/1668,9-18=306/1668 WEBS 311=683/213,511=70/974,59=1667/328,6-9=426/88,7-9=216/1667,312=22601205 NOTES- 1)Wind:ASCE 7-05;100mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24fk Cat 11;Exp B;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL ASCE 7-05;Pg=55.0 psf(ground snow);Pf=42.3 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 42.3 psf on overhangs non-concurrent with other live loads. 5)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate saes to account for these factors. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint 12 and 87 lb uplift atjoint 8. 8)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/rPl 1. 9)This truss has been designed for a moving concentrated load of 250.01b live and 25.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,concurrent with live and dead loads. 10)'Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Upper Ridge Flats East Building 0015 15040859BR T02A COMMON 1 1 - Job Reference o tional 7.610 s Jan 29 2015 IWTek Industries,Inc.Wed May 27 06:18:28 2015 Page 1 Universal Forest Products ID:U84DQDm6onplSHXgml Wcr4z95TC-sEM3s1 CwOQSIiETpYC1 tfBB04uw7AyTB5szZhLzCOs 7-4-0 14-0-0 20-2-5 26-4-10 33-0-10 39-4-0 7-4-0 6-8-0 6-2-5 6-2-5 6 8-0 415 II 4.00 i2 s 20 21 4x% 4th T2 T2 5,S 4 5 SSE 3 is is 22 41n0 c 400 4 8 2 W5 w5 T3 23 17 T1 56 II 4 B 5's 1 3 W8 Bi B1 H2 24 15 14 25 13 26 12 11 27 6 16 Owl= St12 Mr18H5= 4x9= 5t12 MT18M5= 4w1= 6»0= 5110= 10-0-0 20-2-5 30-4-10 39-4-0 10-0-0 10-2-5 10-2-5 8-11-6 Plate Offsets KY 1:0-3-0,0-2-121, [16:0-4-00-2-121 LOADING(psf) SPACING- 2-0-0 CSL DEFL in (loc) Ydefl Ud PLATES GRIP TCLL 42.3 Plate Grip DOL 1.15 TC 0.83 Vert(LL) -0.40 13-15 >999 360 MT20 197/144 (Ground Snow--55.0) Lumber DOL 1.15 BC 0.60 Vert(TL) -0.68 13-15 >676 240 MT18HS 197/144 TCDL 17.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.17 10 n/a n/a BCLL 0.0 Code IBC20091TPI2007 (Matrix-M) Weight 218 lb FT=4 BCDL 10.0 LUNBER- BRACING- TOP CHORD 2x6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD 2x6 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 or 2x4 SPF Stud"Except` WEBS 1 Row at midpt 4-13,6-13,2-16,8-10 W5,W6:2x4 SPF No.2,W1:2x12 SP No.2,W2,W7:2x4 SPF 21 OOF 1.8E MiT—recommends that Stabilizers and required cross bracing be installed W8:2x8 SP No.1 during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 16=267410-5-8 (min.0-4-10),10=2674/0-5-4 (min.0-4-10) Max Horz 16=69(LC 8) Max Uplift16=89(LC 6),10=87(LC 7) Max Grav16=2949(LC 12),10=2949(LC 19) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-17=942/130,2-17=-811/141,2-18=5218/797,3-18=5091!797,3-19=504918()0,4-1 9=-4989/808, 4-20=-4066/682,5.20=39391692,5-21=3939/692,6-21=4067/682,6-7=4708/757,7-22=4750!746, B-22=-0877/746,8-23=501196,9-23=612186,1-16=-879/146,9-10=735/115 BOT CHORD 16-24=720/4907,15-24=720/4907,14-15=625/4628,14-25=625/4628,1325=-625/4628, 13-26=604/4483,12-26=604/4483,11-12=-004/4483,11-27=-637/4390,10-27=-637/4390 WEBS 2-15=325M48,4-15=31573,4-13--1372t273,5-13=254/1826,6.13=12231246,6-11=110/276, 8-11=13/329,2-16=4839ROS,8-10=-4687/686 NOTES. 1)Wind:ASCE 7-05;100mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL ASCE 7-05;Pg=55.0 psf(ground snow);PF�2.3 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 89 lb uplift at joint 16 and 87 lb uplift at joint 10. 8)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/1P1 1. 9)This truss has been designed for a moving concentrated load of 250.01b live and 25.01b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,concurrent with live and dead loads. 10)"Semi-rigid ptchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Qty Py Upper R dge Flats East Building 0014 1504085988 T02 COMMON 3 1 Job Reference(optional) Universal Forest Products 7-610 s Jan 29 2015 MTek Industries,Inc. Wed May 27 06:1824 2015 Page 1 ID:U84DQDm6onplSHXgml Wcc4z95TC-zT6YOg9QKByJDc92JMzwVLOiiHYDE8xbAE?LYazCOs r1 4-$ 7-4-0 14-0-0 20-2-5 26 4-10 33-0-10 39-4-0 1 88 7�-0 6-8-0 6-2-5 6-2-5 6 8-0 6-3-6 s�=1:66. I 4ffi It 4.00 12 6 21 22 4A 1 4.1 56s s 2 7 sa;c 4 19 21 4ffi 4x10 3 9 WS W5 T3 16 Ti 4 5ffi I bS 10 2 3 I W° B, e, 26 16 15 27 14 26 13 12 29 16H0= 4w1= W2W16HS= 44= W2 WlMS= 441= 11 6ffi_ 1 10-0-0 1 20-2-5 30-4-10 39-4-0 10-M 10-2-5 10-2-5 8-11-6 Plate Offsets(X,Y)- [10:0-3-0.0-1-121, 11:0-2-120-3-0 117:0,4-0,0-3-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl LJd PLATES GRIP TCLL 42.3 Plate Grip DOL 1.15 TC 0.86 Vert(LL) -0.39 14-16 >999 360 MT20 197/144 (Ground Snow 55.0) Lumber DOL 1.15 BC 0.60 Vert TCDL 17.0 (TL) -0.6814-16 >683 240 MT18HS 197/144 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.16 11 n/a n/a BCDL 10.0 Code IBC20091TPI2007 (Matrix-M) Weight 221 lb FT=4% LUMBER- BRACING- TOP CHORD 2x6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-1-8 oc purlins, except end verticals. BOT CHORD 2x6 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 10-"oc bracing. WEBS 2x4 SPF Not or 2x4 SPF Stud`Except- WEBS 1 Row at midpt 5-14.7-14,3-17,9-11 W5,W6:2x4 SPF No.2,W1:2x12 SP No.2,W2,W7:2x4 SPF 210OF 1.8E MiTek recommends that Stabilizers and required cross bracing be installed W8:2x8 SP No.1 durin truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 17=2898/0-58 (min.0-5-0),11=2669/0-5-4 (min.0-4-10) Max Horz 17-5(LC 8) Max Uplift17=149(LC 6),11=-87(LC 7) Max Grav 17=3173(LC 13),11=2944(LC 20) FORCES. (lb)-Max CompJMax Ten.-Al forces 250(lb)or less except when shown. TOP CHORD 2-18=1173/145,3-18=959/164,319=5167!182,4-19=5040/782,4-20=-4998885,520=4938/793, 5-21=4054/678,6-21=39251688,6-22=3925/688,7-22=-4053/678,748=4697853,8-23=4708/745, 23.24=-4739 842,9-24=4866/742,9-25=501/96,10-25=-611/86,2-17=1197/272,10-11=734/115 BOT CHORD 17-26=699/4832,16-26=-699/4832,151619/4610,1527=-619/4610,14-27=-019/4610, 14-28-60114471,13-28=-601/4471,12-13=-601/4471.12-29=-635/4381,11-29=-63514381 WEBS 3-16=2751153,&16=0/529,5-14--1365/271,6-14=25211822,7-14=124$246,7-12=108/278, 9-12=151327,317=-4647/662,9-11=4678/683 NOTES- 1)Wind:ASCE 7-05;100mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft Cat 11;Exp B;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL•ASCE 7-05;Pg=55.0 psf(ground snow);Pf 42.3 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 42.3 psf on overhangs norrconctment with other live loads. 5)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate saes to account for these factors. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrent with any other live loads. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 149 lb uplift at joint 17 and 87 tb uplift at joint 11, 9)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/1FI 1. 10)This truss has been designed for a moving concentrated load of 250.01b live and 25.OIb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,concurrent with live and dead bads. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard F150408�59BR Truss Truss Type Qty Ply Upper Ridge Flats East Building T01T ROOF SPECIAL 3 1 Job Reference tional U Products 7.610 s Jan 29 2015 Mi I ek Industries,Inc. Wed May 27 06:18:19 2015 Page 1 I D:U84DQDm6onplSHXgml Wc�.4z95TC-dVJfzy5HWfJO7rti4WPNIolJv3GmSZs4s 1 yHatMzCOs 2-10-8 9-M 18-0-0 25-11-8 30-0-0 34-0-8 36-0-0 2-10-8 9-M 9-0-0 7-118 4-0-8 4-0-8 1-11-8 Sake,:65. 5 6.00 12 22 21 SG 5k 1 6 4 23 2M II W6 4n1 i 3 24 4a 8 20 25 Ono T W4 4.II 9 26 58� 10 2 e4 4 13 W, W2= 30 81®= 1 8, 31 27 28 1 i6 29 15 12 11 19 ,8 3-10 Mi20HS= 4.= 3�II 2sM1 II 516 II 4,5 3x12-HS= 9-0-0 18-0-0 25-11-8 34-0-8 36-0-0 9-0-0 9-0-0 7-11-8 8-1-0 1-11-8 Plate Offsets X Y [2:0-3-0,0-2-81,[5:0-3-8,0-31?], 13:0-2-0 Ede 14:0-5-0 0.3 8 15:0-3-8 Ede 16:0-1-120-1-1 f18:0-2-12,0-1-81,[19:0-M,0-0-21 LOADING(psf) SPACING- 2-0-0 CSL DEFL in (loc) Well L/d PLATES GRIP TCLL 42.3 Plate Grip DOL 1.15 TC 0.66 Vert(LL) -0.49 16-18 >865 360 MT20 197/144 (Ground Snow=55.0) Lumber DOL 1.15 BC 0.95 Vert(TL) -0.75 16-18 >566 240 MT20HS 1481108 TCDL 17.0 Rep Stress Ina YES WB 0.88 Horz(TL) 0.27 11 rile n/a MT18HS 197/144 BCLL 0.0 Code IBC2009/TPI2007 (Matrix) Weight 222 lb FT=4 BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 SPF 2100F 1.8E TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc purlins, except end verticals. BOT CHORD 2x4 SPF No.2"Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except B1,B2 2x4 SPF 210OF 1.8E,B4:2x6 SPF 210OF 1.8E 6-0-0 oc bracing:18-19 WEBS 2x4 SPF No2'Except" 2-2-0 oc bracing:16-18. W3,W8,W9,W12,W10:2x4 SPF Not or 2x4 SPF Stud,W1:2x8 SP No.1 WEBS 1 Row at midpt 316,5-16,5-14 MTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 19=2860/0-5-8 (min.0-4-15),11=2449/0-5-8 (min.0-0-4) Max Horz 19=151(LC 8) Max Upltftl 9=1 59(LC 8),11=57(1-C 9) Max Grav 1 9=3135(LC 13),11=2724(LC 20) FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2--0/289,2-20=33901479,320=2978/514,3-4=-2768/490,4-21=2529/506,5-21=2496/527, 522=4257/859,6-22=-4319/842,6-23=-4408/834,7-23=4526/828,7-24=-4154/693,8-24=-4359/675, 8-25=-4570/702,9-25=-4701/692,9-26=-4362/639,10-26=-44331636,2-19=3051/616,10-11=2641/377 BOT CHORD 19-27=246/275,18-27=246/275,18-28=349/2825,17-28=349/2825,16-17=349/2825,14-15=0/343, 7-14=1067/287,14-30=580/4251,1330=580/4251,9-13=-436/108 WEBS 318=504/171,316=-871/226,516=1361311,14-16=16212215,514=-15112574,8-14=7201154, 8-13=36255,2-18=310/2802,10-13=553/3904 NOTES- 1)Wind:ASIDE 7-05;100mph;TCDL=5.Opsf;BCDL=5.OpsF h=24ft;Cat 11;Exp B;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pg=55.0 psf(ground snow);Pf=42.3 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow bads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 42.3 psf on overhangs non-concurrent with other live loads. 5)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate saes to account for these factors. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrent with any other live loads. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 159 lb uplift at joint 19 and 57 lb uplift at joint 11. 9)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSUfPI 1. 10)This truss has been designed for a moving concentrated load of 250.01b live and 25.01b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,concurrent with live and dead bads. 11)"Semirigid pitchbreaks including heels"Member end fudty model was used in the anaysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss TypeQty Py Upper Ridge Flats East Building 15040859BR Tot COMMON 29 1 Job Reference o tional Universal Forest Products 7.610 s Jan 29 2015 MiTek Industries,Inc. Wed May 27 06:18:01 2015 Page 1 I D:UB4DQDm6onplSHXgmI Wco4z95TC-82ESBot_172ay4vdT12X3VZgaOc6MnaDu9wdEPzCO -2-10-8 9-0-0 18-0-0 27-0-0 36-0-0 2-10-8 9-0-0 9 0-0 9-0-0 9-0-0 Scab=1:63.1 5A= 5 6.W 1-2 Additional TCDL for Solar/PV 16 19 4A 1 416 17 6 4 4x4 1 4x1 7 3 T3 20 16 T W4 W4 5,6 6 2 W1 W1 2 I 1 21 16 13 22 12 23 11 10 24 9 15 46= 3112 MiBSH$— 3�= 3x12 M165HS— 4,S= SY II Srb II 9-M 18-0-0 27-0-0 36-0-0 9-0-0 9-0-0 9-0-0 9-0-0 Plate Offsets(X,Y 2:0-3-0,0-2-81, [8:G-2-12,0-2-81, 9:0-3-00-1-10 10:0-2-12 0-1-8 14:0-2-12 0-1.8 15:0-3-0 0-0.2 LOADING(psf) SPACING 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 42.3 Plate Grip DOL 1.15 TC 0.66 Vert(LL) -0.48 10-12 >890 360 MT20 197/144 (Ground Snow-55.0) Lumber DOL 1.15 BC 0.96 Vert M) -0.72 10-12 >589 240 M18SHS 197/144 TCDL 17-0 Rep Stress Ina YES WB 0.63 Horz(TL) 0.08 9 n/a n/a BCLL 0.0 Code IBC2009/TPI2007 (Matrix) Weight 202 lb FT=4 BCDL 10.0 LUMBER- BRACING TOP CHORD 2x6 SPF 2100F 1.8E TOP CHORD Structural wood sheathing directly applied or 4-3-8 oc pudins, except end verticals. BOT CHORD 2x4 SPF 210OF 1.8E BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SPF No.2'Except* WEBS 1 Row at midpt 7-12,3-12 W1:2x8 SP No.1 MDek recommends that Stabilizers and required cross bracing be installed Burin truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 15=2849/0-5-8 (min.04-14),9=2438/0-5.8 (min.0-4-4) Max Horz 15=153(LC 8) Max Uplifl15=159(LC 8),9=57(1_C 9) Max Grav15=3124(LC 13),9=2713(LC 18) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2 /289,2-16=3373/476,3-16=2961/511,34=2748/487,417=2607/495,17-18=25091503,5-18=24771523,519=2477/525, 6-19=2513/505,6-7=2752 1489,7-20=3185/520,8-20=34161498,2-15=3041/614,8-9=2629/424 BOT CHORD 1521=246/276,1421=246/276,13-14=349/1809,1322=349/2809,12-22=34912809,12-23=36512870,11-23=365/2870, 10.11=-365/2870,10-24=-46/320,9-24=46320 WEBS 5-12=190/1231,7-12=948/246,7-10=-489/176,3-12=-872/226,3-14--501/170,2-14--306t2785,8-10--33012735 NOTES- 1)Wind:ASCE 7-05;100mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL ASCE 7-05;Pg=55.0 psf(ground snow);Pf--42.3 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow bads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 42.3 psf on overhangs non-concurrent with other live loads. 5)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate saes to account for these factors. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 159 lb uplift at joint 15 and 57 lb uplift at joint 9. 9)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/1PI 1. 10)This truss has been designed for a moving concentrated load of 250.O1b live and 25.01b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,concurrent with live and dead loads. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Upper RidgBuilding 15040859BR M11 MONOPITCH 13 1 Job Refer Universal Forest Products 7.610 s Jan 29 2015 Mi fek Industries,Inc. Wed May 27 06:17:56 2015 Page 1 ID:U84DQDm6onplSHXgmlWcc4z95TCo4Qz85grwbQHsJOfgUTMMRsu3?1 uhf9TktDsZCzCO 3-8-0 3-8-0 4w Connections to wall as per 10/S6 4.W 12 4 Ti W1 1 J M1 B1 5 g 3rA= 3N 11 Plate Offsets X.Y)— [2:G-2-0,0-1-1 LOADING(psf) SPACING- 1-4-0 CSI. DEFL in (loc) Udell Ud PLATES GRIP TCLL 105.0 Plate Grip DOL 1.15 TC 0.97 Vert(LL) -0.02 1 n/r 180 MT20 197/144 (Roof Snow--105.0) Lumber DOL 1.15 BC 0.45 Vert(TL) -0.03 1 n/r 120 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCLL 0.0 Code IBC2009lrP12007 (Matrix) Weight:10 lb FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 4-7-14 oc bracing. WEBS 2x6 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed Burin truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=503/Mechanical,2--//Mechanical Max Hord=1566(LC 15),2=1566(LC 15) Max Uplift3=55(LC 6) Max Grav3=778(LC 13) FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-4--284/1653.2-4--281/1711,2-3--757/137 BOT CHORD 1-5--15661286,3-5--15661286 NOTES- 1)Wind:ASCE 7-05;100mph;TCDL=5.Opsf;BCDL=S.Opsf;h=24ft;Cat 11;Exp B;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL ASCE 7-05;Pf=105.0 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow bads have been considered for this design. 4)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Refer to girder(s)for truss to truss connections. 7)Provide metal plate or equivalent at bearing(s)2 to support reaction shown. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 55 lb uplift at joint 3. 9)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)This truss has been designed for a moving concentrated bad of 250.01b live and 25.OIb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,concurrent with live and dead bads. 11)"Sernkigid pitchbreaks including heels"Member end fb*model was used in the analysis and design of this truss. 12)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job Truss TMINO T Oty Pl=Reference Building 15040859BR M10A PITCH 2 Universal Forest Products 7.610 s Jan 29 2015 Mi I ek Industries,Inc. Wed Mayy 27 06:17:51 2015 Page 1 1 D:U84DQDm6onp IS HXgm I W cc4z95TC-R7d450mj62o?mY8itwtBfO9CG_Kk00wkacV 6t_zCOs 5-9-12 5-9-12 Scale=1'11. 2 3.00 12 d 3W= T, B, W1 1 XX 5 3 2M II 3M= Ledger per structurais. ate, 1-2 Plate Offsets(X.Y 2:0-3-4,0441, 3:0.1-12 0-1-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl LJd PLATES GRIP TCLL 102.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL) -0.04 1-3 >999 360 MT20 197/144 (Roof Snow=102.0) Lumber DOL 1.15 BC 0.39 Vert(TL) -0.07 1-3 >925 240 TCDL 10.0 Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 Code IBC2009/TP12007 (Matrix) Weight:32 lb FT=4 BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x8 SP 240OF 2.0E TOP CHORD Structural wood sheathing directly applied or 5-9-12 oc puffins, except end verticals. BOT CHORD 2x6 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x6 SPF No.2 MTek recommends that Stabilizers and required cross bracing be installed OTHERS 2x4 SPF Not durin truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=656/0-3-0 (min.0-1-8),1=637/0-5-4 (min.0-1-8) Max Horz 1=56(LC 6) Max Upli@3=57(LC 6),1=39(LC 6) Max Grav3=935(LC 14),1=912(LC 15) FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-884/170 NOTES- 1)Wind:ASCE 7-05;100mph;TCDL=5.Opsf,BCDL=5.Opst h=24ft;Cat 11;Exp B;partially;MWFRS(low-rise)and C-C Exterior(2)zone;cantilever left exposed ;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL'ASCE 7-05;Pf=102.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. R is the responsibility of the fabricator to increase plate saes to account for these factors. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Bearing at joint(s)3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 57 lb uplift at joint 3 and 39 lb uplift at joint 1. 8)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSVTPI 1. 9)This truss has been designed for a moving concentrated load of 250.Olb live and 25.O1b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,concurrent with live and dead loads. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Ridge Flats East Building 15040859BR M10 MONOPITCH 13 ]Upper Job Reference(optional) Universal Forest Products 7.610 s Jan 29 2015 MiTek Industries,Inc. Wed Mayy 27 06:17:47 2015 Page 1 ID:U84DQDm6onplSHXgmI COSC 8-9-12 8-9-12 smw-116. 2 IN 12 4 T1 W1 B i W= i B1 5 3 3n= Ledger per structurals 7-n-2 o-10-10 Plate Offsets(X,Y)— 2:0.34 0-4-4 :0-1-12 0-1-8 LOADING(psf) SPACING- 2-0-0 CS1. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 102.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL) -0.17 1-3 >575 360 MT20 197/144 (Root Snow--102.0) Lumber DOL 1.15 BC 0.72 Vert(TL) -0.30 1-3 >325 240 TCDL 10.0 Rep Stress Ina YES WB 0.00 Horz(fL) -0.00 3 n/a n/a BCLL 0.0 Code IBC2009/TPI2007 (Matrix) Weight 49 lb FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x8 SP 2400F 2.0E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x6 SPF Not BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x6 SPF No.2 M17ek recommends that Stabilizers and required cross bracing be installed OTHERS 2x4 SPF No.2 during truss erection,in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 1=1003/0-5-4 (min.0-2-0),3=1021/0-3-0 (min.G-2-1) Max Horz 1=84(LC 6) Max Uplift1=62(LC 6),3=-87(LC 6) Max Grav1=1278(LC 15),3=1299(LC 14) FORCES. (lb)-Max CompJMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 24---81/275,2-3--12181238 NOTES- 1)Wind:ASCE 7-05;100mph;TCDL=S.Opsf,BCDL=5.Opsf:h=24ft;Cat II;Exp B;partially,MWFRS(low-rise)and C-C Exterior(2)zone;cantilever left exposed ;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL ASCE 7-05;Pf=102.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct--1.1 3)Unbalanced snow bads have been considered for this design. 4)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate saes to account for these factors. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Bearing at joint(s)3 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 62 lb uplift at joint 1 and 87 lb uplift at joint 3. 8)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.01b live and 25.Olb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,concurrent with five and dead loads. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss TG:LTE ype Qty Ply Upper Ridge Flats East Building 15040859BR G01GET 1 2 Job Reference(optional) Universal Forest Products 7.610 s Jan 29 2015 Mi i ek Industries,Inc.Wed May 27 06:16:10 2015 Page 2 ID:U84DQDm6onplSHXgmI Wcc4z95TC-uhOuurXMu03K80wHSDZV35Tx_GI2rXPtMOXFrLzCOu NOTES- 15)This truss has been designed for a moving concentrated load of 250.0lb live and 25.OIb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,concurrent with live and dead loads. 16)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 17)Use USP HJC26(With 16d nails into Girder&10d nails into Truss)or equivalent at 3-M from the left end to connect truss(es)J02(1 ply 2x4 SPF),CJ01(1 ply 2x8 SP)to front face of bottom chord. Blocking required above the heel of the carried truss to reach full uplift capacity.(See MiTek's"Hanger Blocking Detail"for blocking installation.) 18)Use USP JL26(With 10d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 5-0-12 from the left end to 28-11-4 to connect truss(es)J02(1 ply 2x4 SPF),J02B(1 ply 2x4 SPF),J02(1 ply 2x4 SPF),J02T(1 ply 2x6 SPF)to front face of bottom chord. 19)Fill all nail holes where hanger is in contact with lumber. 20)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)261 lb down and 47 lb up at 30-11-4,and 261 lb down and 47 lb up at 32-11-4 on top chord,and 215 lb down and 10 lb up at 30-11-4,and 268 lb down and 54 lb up at 32-114 on bottom chord.The designlselection of such connection device(s)is the responsibility of others. 21)Studding applied to ply:1(Front) LOAD CASE(S) Standard Except 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=115 Uniform Loads(plf) Vert 1-2=119,2-5=119,510=119,16-20=20,13-15=20,11-12=20 Concentrated Loads(lb) Vert 19=300(F)65=201(F)67=201(F)69=301(F)71=300(17)72=300(17)73=300(F)74=58(F)76=58(17)77=58(17)78=58(17)79=58(17)81=58(17)82=300(F)83=300(F)85=300(F) 86=215(F)88=268(17) 12)User defined:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert 1-2=119(17),2-5=119(F),510=119(1`),16-20=20(F),13-15=20(17),11-12=20(17) Concentrated Loads(lb) Vert 19=300(F)65=201(F)67=201(F)69=301(F)71=300(17)72=300(17)73=300(F)74=58(17)76=58(1`)77=58(17)78=58(17)79=58(17)81=58(17)82=300(1`)83=300(F)85=300(F) 86=215(F)88=268(F) 48)Reversal:User defined:Lumber Increase=11 5,Plate Increase=11 5 Uniform Loads(plf) Vert 1-2=119(F),2-5=119(F),510=119(F),16-20=20(F),1315=20(F),11-12=20(17) Concentrated Loads(lb) Vert 19=300(F)65=201(F)67=201(F)69=73(17)71=300(17)72=300(17)73=300(17)74=58(F)76=58(F)77=58(17)78=58(F)79=58(F)81=58(17)82=300(17)83=300(17)85=300(F) 86=215(F)88=268(17) Job Truss Truss Type Qty Pty Upper Ridge Flats East Building---]10040859BR G01GET GABLE 1 2 Job Reference o tional Forest Products 7.610 s Jan—211 15 Mi I m Industries,Inc. Wed May 27 06:16:09 2015 Page 1 Universal ID:U84DQDm6onplSHXgml Wcc4z95TC-QV SWhVXk7jxTWsL5vV2GXtwmEsPp649j7koiJvzCOu 36-0-0 2-10-8 9-0 0 18-0-0 25-11-8 30-M 34-0-8 354-8H 2-10-8 9-0-0 9-0-0 7-11-8 4 0 8 4-0-8 1 6 0 0�y1s•=1 6ffi_ 5 6 00 12 73 62 61 6 4 E 4w i 6 460 63 7 4.i 7 3 63 aw 6 3 5 59 66 T1 4w 1 8 9 4x10 X10 2 0 9 0 00 '114 2 6 13 W1 83 Bd 85 14 86 87 08 1 W2= JL26 4n4 6d— 31 Lf JU6 sp® 69 7071 72 16 73 7475 76 18 n 17 78 79 80 81 82 16 12 it 20 FLIC26 JL26 J126 4� = JU6 JL JL26 JL26 J126 J126 JL26 4w II 4�6= 4,S= 8�= 6x10= JLA JL 9 0-0 18-M 25-11-8 30-0-0 34-0-8 36-0-0 9-0-0 9-0-0 7-11-8 4-0-8 4-0-8 1-11-8 Plate Offsets(X,Y)- [2:0-1-12,0-2-0],[5:0-2-12,0-2-4],[9:0-1-12,0-2-0],[11:0-2-12,0-2-0],[13:0-5-8,Edge],[15:0-54,0312],[16:Edge,0-3-8],[17:0-5-0,0-2-4],[18:0 -0,0-4-81,[36:0-1-10,0-1-0],[39:0-1-10 0-1-0 46:0-1-100.1-0 53:0-1-100-1-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Ud PLATES GRIP TCLL 42.3 plate Grip DOL 1.15 TC 0.38 Vert(LL) -0.19 16 17 >999 360 MT20 197/144 (Ground Snow=55.0) Lumber DOL 1.15 BC 0.84 Vert(TL) -0.35 16-17 >999 240 TCDL 17.0 Rep Stress Ina NO WB 0.80 Horz(TL) 0.24 11 n/a n/a BCLL 0.0 Code IBC20091TPI2007 (Matrix) 7Weight 568 lb FT=4 BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 SPF 210OF 1.8E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x6 SPF No.2`Except BOT CHORD Rigid ceiling directly applied or 10-M oc bracing, Except B3,B5:2x4 SPF No.2 or 2x4 SPF Stud 6-0-0 oc bracing:19-20,12-13. WEBS 2x4 SPF No.2`Except' W3,W8,W9,W10,W11:2x4 SPF No.2 or 2x4 SPF Stud,W1:2x8 SP No.1 W13:2x6 SPF No.2 OTHERS 2x4 SPF Not or 2x4 SPF Stud*Except` ST13,ST16:2x4 SPF No.2 REACTIONS. (lb/size) 20=4565/0-58 (min.0-3-12),11 370/0-5-8 (min.039) Max Horz20=152(1-0 7) Max UpIift20-631(LC 7),11=-472(LC 8) Max Grav20=4752(LC 13),11=4551(LC 20) FORCES. (Ib)-Max CompJMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=0/289,2-59=53911604,3-59=-4978/639,3A--4084/501,4-60--39441502,60.61=3845/510, 5-61=38181531,562=6711 1884,6-02=-6773/867,6-63=-6862/859,7-63=-6980/853,7-04=-6645/783, 8.64=6845/766,8-65=7846/862,6&-66--7991/866,66-67=-8036/863,9-07=8165/875,9-68=7814/841, 10-08=7889/838,2-20--4297/548,10-11=-4440/468 BOT CHORD 20-09=2181576,69-70=218/576,70-71=218/576,71-72=218/576,19-72=218/576,19-73=582/4607, 73-74=582/4607,74-75=58214607,75-76=582/4607,18-76=582/4607,18-77=582J4607, 17-77=58214607,17-78=23/259,78-79=231259,79-80=23/259,80-81=23/259,81-82=23259, 16-82.23r259,15-16--50/643,7-15--1047/170,15-83--732r7207,83-84--732r7207,84-85=7321/207, 1455=732/7207,14.86=754x7170,8657=75417177,8758=754x7177,1358=755/7184,9-13=295/49 WEBS 3-19=335/533,3-17=1610x291,5-17=183x762,15-17=331/3306,515=510/4143,8-15=1655/174, 8-14=421844,2-19=-413/4328,10-13--722/6843 NOTES- 1)2-ply truss to be connected together with 10d(0.131"0")nails as follows: Top chords connected as follows:2x6-2 rows staggered at D-9-0 oc,2x8-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except K noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-05;100mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS(low-rise);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 5)TCLL-ASCE 7-05;Pg=55.0 psf(ground snow);Pf-42.3 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 6)Unbalanced srrow loads have been considered for this design. 7)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 42.3 psf on overhangs non-concurrent with other live loads. 8)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate saes to account for these factors. 9)Al plates are 2x4 MT20 unless otherwise indicated. 10)Gable studs spaced at 24)-0 oc. 11)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 631 lb uplift at joint 20 and 472 lb uplift at joint 11. 13)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSVI PI 1. &NrRA9t0c 1?2,48 hasxhave been modified.Building designer must review loads to verify that they are comact for the intended use of this truss. Job Truss Truss Type Q Ply Upper Ridge Flats East Building 15040859BR G01AGE GABLE 2 2 Job Reference(optional) Universal Forest Products 7.610 s Jan 29 2015 MiTek Industries,Inc. Wed May 27 06:06:45 2015 Page 2 I D:UB4DQDm6onplSHXgmlWcc4z95TC-x_NlJfiyyQtUsBDis3wOgxZNh W)=??iR_AsWbzCP1 NOTES- 17)Use USP J126(With 10d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 5-0-12 from the left end to 30-11-4 to conned truss(es)J02(1 ply 2x4 SPF),J02B(1 ply 2x4 SPF)to back face of bottom chord. 18)Fill all nail holes where hanger is in contact with lumber. 19)Studding applied to ply:1(Front) LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Inerease=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert 1-2=119,2-5=119,5-8=119,9-15=20 Concentrated Loads(lb) Vert 10=58(6)14=300(B)61=301(B)63=300(B)64=300(B)65=300(8)66=58(B)68=58(6)69=58(B)70=58(B)71=58(8)73=58(B)74=58(9)75=58(B)76=58(B)78=37(B) Job T uss Truss Type Qly Py Upper R dge Flats East Building 15040859E G01AGE GABLE 2 2 Job Reference(optional) Universal Forest Products 7.610 s Jan 29 2015 MiTek Industries,Inc.Wed May 27 06:06:45 2015 Pagge 1 ID:U84DQDm6onplSHXgml Wcc4z95TC-x-NlJfiyyQtUsBDis3wOgxZNhWxxz??iR_AsWbzCP1 -2-10-8 9-0-0 18-M 27-M 36-M 2-10-8 9-0-0 9-0-0 9-M 9-0-0 I Stale=163.1 4>8 5 6.00 12 Additional TCDL for Solar/PV Only one ply studded-do not install backwar 72 59 qs i 4a1 0 q 6 4n 4* 3 7 2 0 13 6o T1 SAS i 56�� 2 6 1 1 W1 2 W1 4 el 1 el 61 62 63 64 14 65 f3 66 67 % 69 �2 70 71 7273 11 74 10 75 76 7] 76 15 HJC26 JL26 JL26 JL26 —JL26 JI26 J126 JL26 JL26 JL26 W=JL25 41= JL26 JL26 HJC26 9 q�= 4�b= 6,W— 4,0= qz1 I JL26 JL26 9-0-0 i 18-0-0 27-0-0 36-0-0 9-0-0 9-0-0 9-0-0 9-0-0 Plate Offsets(X,Y)- 2:0-1-12 0-2-4 8:0-1-12 0-2-8 11:0-4-0 0-4-8 13:0 -4 D4-8 3:0-1-9 0-1-0 55:0-1-s 0-1-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udell Ud PLATES GRIP TOLL 42.3 Plate Grip DOL 1.15 TC 0.37 Vert(LL) -0.1714-15 >999 360 MT20 197/144 (Ground Snow 55.0) Lumber DOL 1.15 BC 0.77 Ve -0.3014-15 >999 240 BCLL 17.0 0.0 Rep Stress Ina NO WB 0.77 Hwz(TL) 0.05 9 n/a rila BCDL 10.0 Code IBC2009/1PI2007 (Matrix) Weight 549 lb FT=4 LUMBER- BRACING- TOP CHORD 2x6 SPF 2100F 1.8E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x6 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-"cc bracing, Except WEBS 2x4 SPF Not`Except` 6-0-0 oc bracing:14-15. W1:2x8 SP No.1 OTHERS 2x4 SPF Not or 2x4 SPF Stud`Except" ST12:2x4 SPF No.2 REACTIONS. (lb/size) 15=429510-5-8 (min.0-3-8),9=3116/0-5-8 (min.0-2-10) Max Harz 15=153(LC 35) Max Upliftl5=-616(LC 7),9=441(LC 8) Max Grav15=4490(LC 12),9=3338(LC 29) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=0/289,2-56=50001582,3.56=-4599/617,3-4=36061470,4-57=3465/478,57-58=3367/486, 5.58=3339/507,'x59=3339/503,6-59-3373/482,6-7=36121466,7-60=-4104/569,8-60=133341548, 2-15=-4039/534,8-X3200/398 BOT CHORD 1561=220/563,61-62=220/563,62-63=220/563,63-04=220/563,14-04=220/563,14-65=563/4257, 13-65=56314257,13-66=563/4257,667=5634257,6768=56314257,68-69=56314257, 12.69=56314257,12-7D=-439/3689,70-71=-039/3689,71-72=439/3689,72-73=-439/3689, 11-73=439/3689,11-74=-43913689,10-74=-43913689,10-75=-67/397,75-76=-67/397,76-77=671397, 77-78=-67/397,9-78=-67/397 WEBS 5-12=331/1989,7-12=1012/246,7-10=-062/99,312=1716/298,3-14=298/624,2-14=394/3982, 8-10=3823489 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x6-2 rows staggered at 0.9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASIDE 7-05;100mph;TCDL=5.Opsf;BCDL=5.Opsf;h=2411;Cat It;Exp B;enclosed;MWFRS(low-rise);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSUTPI 1. 5)TCLL ASCE 7.05;Pg=55.0 psf(ground snow);Pf-42.3 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 6)Unbalanced snow bads have been considered for this design. 7)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 42.3 psf on overhangs non-concurrent with other live loads. 8)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 9)All plates are 2x4 MT20 unless otherwise indicated. 10)Gable studs spaced at 2-0-0 oc. 11)This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrent with any other live loads. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 616 lb uplift at joint 15 and 441 lb uplift at joint 9. 13)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 14)This truss has been designed for a moving concentrated bad of 250.01b live and 25.01b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,ooncurerit with live and dead loads. 15)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 16)Use USP HJC26(With 16d nails into Girder&1 Od nails into Truss)or equivalent spaced at 29-11-4 oc max.starting at 3.0.6 from the left end to 32-11-10 to Cont 7)J02(1 ply 2x4 SPF),CJ01(1 ply 2x8 SP),J02B(1 ply 2x4 SPF),CJ01A(1 ply 2x8 SP)to back face of bottom chord. Job Truss 7���TrussType Qty Ply Upper Ridge Flats East Building 15040859BR G01GE 1 2 Job Reference tional Universal Forest Products 7.610 s Jan 29 2015 MTek Industries,Inc. Wed May 27 06:06:57 2015 Page 2 ID:U84DQDm6onplSHXgml Wcc4z95TC-bl6ggmrU76Gol l8?ZaBg9T3QVL1 GnQnTCs4VwuzCPO NOTES- 17)Use USP JL26(Wfth 10d nails into Girder&NA913 nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 5-0-12 from the left end to 30-11-4 to conned truss(es)J02(1 ply 2x4 SPF),J02B(1 ply 2x4 SPF),J02(1 ply 2x4 SPF)to back face of bottom chord. 18)Fill all nail holes where hanger is in contact with lumber. 19)Studding applied to ply.1(Front) LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert 1-2=119,2-5=119,5-8=119,9-15=20 Concentrated Loads(Ib) Vert 10=300(6)14=300(B)61=301(6)63=300(6)64=300(B)65=300(6)66=58(B)68=58(B)69=58(B)70=58(13)71=58(B)73=58(B)74=300(6)75=300(6)76=300(6)78=-301(B) Job Truss Truss Type Qty Ply Upper Ridge Flats East Building 15040859BR G01GE GABLE ce Job Referen tional 10 s J9 07.6a2 1 MTek Industries,Inc. Wed May 27 06:06:56 2015 Page 1 Universal Forest Products ID:U84DQDm6onplSHXgmlWco4z95TC-76YSdQgsMoGxgtZp?tdbcGXGbxhI2zXKzCLxOSzCP -2-10 8 9-M 18-M 27-M 36-0-0 2-10-8 9-0-0 9-0-0 9-0-0 9-0-0 Sceb=153. 415= Additional TCDL for Solar/PV 5 Drily one ply studded-do not install backwards. 60012 59 4*1 i 4"4 4 57 6 4.1 4»1 1 7 3 0 r 2 2 � 60 56 T 415 415 i 4 6 2 W1 W1 3 3 2 I61 1 Hill a, 61 620 W 14 65 13 66 67 66 69 12 70 71 72 73 11 74 t0 75 76 n 76 5 9 FLIC"L6 JL26 /126 415= JL26 6d=JL26 JL26 JL26 41®=/126 JL26 /126 BtA=JL26 4,5= /126 JL26 FLIC26 4�= 41®= JL26 JL26 9-0-0 18-0-0 27-0-0 36-0-0 9-M 9-0-0 9-M 9-0-0 Plate Offsets X Y)— 12:0-3-12,0-2-01,18:0-3-12,0-2-01.[9:Ed 0-2-0 10:0-2-8,0-2-01,111:04-0,0-4-81, 13:04-0 0-4-8 [14:0-2-8,D-2-01,[33:0-1-9,0-1-01,[55:0-1-9,0-1:9 LOADING(psf) SPACING- 2-M CSI. DEFL in (loc) Udefl Ud PLATES GRIP TCLL 42.3 Plate Grip DOL 1.15 TC 0.38 Vert(LL) -0.18 9-10 >999 360 MT20 197/144 (Ground Snow--55.0) Lumber DOL 1.15 BC 0.80 Vert(TL) -0.31 9-10 >999 240 TCDL 17.0 Rep Stress Incr NO WB 0.78 Horz(TL) 0.06 9 n/a n/a BCLL 0.0 Code IBC2009/TPI2007 (Matrix) Weight 549 lb FT=4 BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 SPF 2100F 1.8E TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, except end verticals. BOT CHORD 2x6 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except WEBS 2x4 SPF No.2`Except` 6-00 oc bracing:1415. Wt:2x8 SP No.1 OTHERS 2x4 SPF Not or 2x4 SPF Stud*Except` ST12:2x4 SPF Not REACTIONS. (Ib/size) 15=4527/0-5-8 (min.0-3-11),9=4115/0-5-8 (min.0-3-6) Max Horc15=153(LC 7) Max Upiift15=633(LC 7),9=530(LC 8) Max Grav15=t714(LC 12),9=4302(LC 17) FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=01289,2-56=5337/609,3-56=4934/644,'1 4=40091507,4-57=3868/510,57-58=3770/517, 558=3743/538,5-59=3743/534,6-59=3775/513,6-7=-4014/497,7-60=5151/653,8-660=-5382/631, 2-15=-4262/551,8-9=3852/449 BOT CHORD 15-61=219/575,61-62=219/575,62-63=219/575,63-04=219/575,14-64=219/575,14-65=586/4557, 13-65=58614557,13-66=586/4557,66-67=58614557,67-68=586/4557,6869=566/4557, 12-69=58614557,12-70=513/4623,70-71=513/4623,71-72=513/4623,72-73=513/4623, 11-73=513/4623,11-74=513/4623,10-74=51314623,10-75=90/594,7576=90/594,76-77=90/594, 77-78=90/594,9.78=90/594 WEBS 512=359/2343,7-12=1742/304,7-10=317/561,3-12=1639/292,3-14=314/556,2-14=-41714279, 8-10=-436/4246 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x8-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)Al loads are considered equally applied to all plies,except'd noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-05;100mph;TCDL=5.Opsf;BCDL=5.Opsf,h=24ft;Cat.II;Exp B;enclosed;MWFRS(low-rise);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)Truss designed for wind bads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 5)TCLL•ASCE 7-05;Pg=55.0 psf(ground snow);Pf-42.3 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 6)Unbalanced snow bads have been considered for this design. 7)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 42.3 psf on overhangs non-concurrent with other live loads. 8)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 9)All plates are 2x4 MT20 unless otherwise indicated. 10)Gable studs spaced at 2-0-0 oc. 11)This truss has bean designed for a 10.0 psf bottom chord live bad nonconcurrent with any other live loads. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 633 lb uplift at joint 15 and 530 lb uplift at joint 9. 13)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 14)This truss has been designed for a moving concentrated load of 250.01b live and 25.Olb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,concurrent with live and dead loads. 15)"Semi rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 16)Use USP HJC26(With 16d nails into Girder&10d nails into Truss)or equivalent spaced at 29.11-0 oc max.starting at 3-0-6 from the left end to 32-11-10 to Cont e2s)J02(1 ply Zx4 SPF),CJ01(1 ply 2x8 SP),J02(1 ply 2x4 SPF),CJ01(1 pry 2x8 SP)to back face of bottom chord. Job Truss Truss Type Qty Ply Upper Ridge Flats East Building 15040859BR CJ01T Jack-Closed Girder 1 1 Job Reference(optional) Universal Forest Products 7.610 s Jan 29 2015 MiTek Industries,Inc. Wed May 27 06:01:34 2015 Pagge 1 ID:U84DQDm6onplSHXgml Wcc4z95TC-Y95j 1 JxtBbd2Oyw8Er4ZMB61BtObXTxw6Lv67zCP6. -4-0-13 2-7-12 4 1-7 4-0-13 2-7-12 1-5 11 svw�,z0. 3u n 4 11 3x4 II 3 42a 12 10 seo W3 2 9 T1 BT = 5 � 13 2A W1 W B1 12 S JP3 r 3a1= 8 2,e1 11 2-7-12 4-1-7 22 7-12 1-5-11 Plate Offsets(X,Y)- F7:0-1-8,0-1-81 LOADING(psf) SPACING- 2-M CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 42.3 Plate Grip DOL 1.15 TC 0.85 Ved(LL) 0.02 6 >999 360 MT20 197/144 (Ground Snow--55.0) Lumber DOL 1.15 BC 0.46 Vert(TL) 0.02 6 >999 240 TCDL 10.0 Rep Stress Incr NO WB 0.04 Horz(TL) -0.03 5 n/a n/a BCLL 0.0 Code IBC2009lfP12007 (Matrix) Weight:42 lb FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x8 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins, except end verticals. BOT CHORD 2x4 SPF Not or 2x4 SPF Stud`Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 131:2x6 SPF No.2,B3:2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed WEBS 2x4 SPF No.2 or 2x4 SPF Stud curio truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 8=1008/0-7-0 (min.0-2-1),5=36/Mechanical Max HDrz8=98(LC 5) Max Uplift8=208(LC 5),5=367(LC 11) Max Grav8=1304(LC 11),5=316(LC 15) FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-8--1273/198,2-9=0/266,4-5--323/281 BOT CHORD 6-7=-891354,3-6=�8J366 NOTES- 1)Wind:ASCE 7-05;100mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS(low-rise);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL ASCE 7-05;Pg=55.0 psf(ground snow);Pf--42.3 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.8 psf or 2.00 times flat roof load of 42.3 psf on overhangs non-concurrent with other live loads. 5)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Refer to girders)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 208 lb uplift at joint 8 and 367 lb uplift at joint 5. 9)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSIIIPI 1. 10)This truss has been designed for a moving concentrated load of 250.01b live and 25.OIb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,concurrent with live and dead loads. 11)"Semi rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 12)Use USP SNP3(With 8d x 1-112"nails into Girder&8d x 1-1/2"nails into Truss)or equivalent at 14-8 from the left end to connect truss(es)J01(1 ply 2x4 SPF)to back face of bottom chord,skewed 45.0 deg.to the right,sloping 0.0 deg.down. 13)WARNING:The following hangers are manually applied but fail due to geometric considerations:SNP3 on back face at 14-8 from the left end. 14)SNP3:A minimum of(6)8d x 1-1/2"nails are required into each member.All nailing is required in face of supported chords.For sloped applications,flanges may protrude above or below truss chords.Bending of extended flanges is permitted. 15)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert 1-2=105,2-4=-105,7-8=20,5-6=20 Concentrated Loads(Ib) Vert 12=126(6) Job Truss Truss Type Qty Ply=Reference uilding 0023 15040859BR CJ01A DIAGONAL HIP GIRDER 2 Universal Forest Products 7.6 10 s Jan 29 2015 MiTek Industries,Inc.Wed May 27 06:06:11 2015 Page 1 ID:U84DQDm6onplSHXgmlWco4z95TC-xSKRAIIdyzbJn7dAtw,1Im9RgpUl?p6idix3JZzCP1 -4-0-13 4-1-7 4-0-13 4-1-7 s-l.=120. 3rS II 3 8 L65H15 424 12 4n 2 6 T1 W3 W1 W2 1 B1 - 95NP3 10 4 5 615= 2s6 II Plate Offsets(X.Y)-- [2:0-2-0,0-2-41, [4:0-3-0,0-3-121, -0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Ud PLATES GRIP TCLL 42.3 Plate Grip DOL 1.15 TC 0.85 Vert(LL) -0.01 4.5 >999 360 MT20 197/144 (Ground Snow--55.0) Lumber DOL 1.15 BC 0.14 Vert(TL) -0.01 4-5 >999 240 TCDL 10.0 Rep Stress Ina NO WB 0.03 Hoapl) -0.00 4 n/a n/a BCH 0.0 Code IBC2009/TP12007 (Matrix) Weight:49 It, FT=4 BCDL 10.0 _ LUMBER- BRACING- TOP CHORD 2x8 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc puriins, except end verticals. BOT CHORD 2x8 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 or 2x4 SPF Stud MiTek recommends that Stabilizers and required cross bracing be installed Burin truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 5=85210-7-0 (min.0-1-15),4=36/Mechanical Max HorzS=98(LC 5) Max Uplift5--214(LC 5),4=395(LC 11) Max Grav5=1245(LC 11),4=251(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5--1221/192,2-6=0)'266,3-4--215/427 NOTES- 1)Wind:ASCE 7-05;100mph;TCDL=5.Opsf,BCDL=5.opsf;h=24ff;Cat II;Exp B;enclosed;MWFRS(low-rise);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL ASCE 7-05;Pg=55.0 psf(ground snow);PF�2.3 psf(flat roof snow);Category II;Grp B;Partially Exp.;Ct=1.1 3)Unbalanced snow bads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.8 psf or 2.00 times flat roof load of 42.3 psf on overhangs non-concurrent with other live loads. 5)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate saes to account for these factors. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical oonr*cfion(by others)of truss to bearing plate capable of withstanding 214 lb uplift at joint 5 and 395 lb uplift at joint 4. 9)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSVTPI 1. 10)This truss has been designed for a moving concentrated load of 250.Olb live and 25.Olb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,concurrent with live and dead bads. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 12)Use USP LSSH15-TZ(VVdh 10d nails into Girder&NA90,nails into Truss)or equivalent at 1-"from the left end to connect truss(es)J01C(1 ply 2x6 SPF) to back face of top chord,skewed 45.0 deg.to the right,sloping-26.6 deg.down.Blocking required above the heel of the carried truss to reach full uplift capacity.(See MiTWs"Hanger Blocking Detail"for blocking installation.) 13)Use USP SNP3 With 8d x 1-1/2"nails into Girder&8d x 1-1/2"nails into Truss)or equivalent at 14.8 from the left end to conned truss(es)J01 C(1 ply 2x4 SPF)to back face of bottom chord,skewed 45.0 deg.to the right,sloping 0.0 deg.down. 14)Fill all nail holes where hanger is in contact with lumber. 15)SNP3:A minimum of(6)8d x 1-1/2'nails are required into each member.All nailing is required in face of supported chords.For sloped applications,flanges may protrude above or below truss chords.Bending of extended flanges is permitted. 16)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert 1-2=105,2-3=-105,4-5=20 Concentrated Loads(lb) Vert 7=81(6)9=24(B) Job T uss Thus Type Qy Ply Upper Ridge Flats East Building 15040859BR CJ01 DIAGONAL HIP GIRDER 5 1 Job Reference tional Universal Forest Products 7.610 s Jan 29 2015 MTek Industries,Inc. Wed May 27 06:05:35 2015 Page 1 ID:UB4DQDm6onplSHXgml Wcc4z95TC-_X9gdjs2Rw3QSRtFmMgbgAglwlCrZ XCPL5D93fzCP2 -4-0-13 4-1-7 4-0-13 4-1-7 3,6 n LSSHI B 426 12 r 4A 1 B Z T1 W3 t W1 W2 Bt 9SW3 10 4 SNp 5 66= Dw II Plate Offsets(X,Y)- [2:0-2-0,0-2-4], [4:0-3-0,0-3-121, 5:0-2-4 0-1-0 LOADING(cast) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 42.3 Plate Grip DOL 1.15 TC 0.85 Vert(LL) -0.01 4-5 >999 360 MT20 197/144 (Ground Snow 55.0) Lumber DOL 1.15 BC 0.18 Vert(TL) -0.01 4-5 >999 240 TCDL 10.0 Rep Stress Incr NO WB 0.03 HOrz(TL) -0.00 4 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2009/TPI2D07 (Matrix) Weight 49 lb FT=4 LUMBER- BRACING- TOP CHORD 2x8 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc pudins, except end verticals. BOT CHORD 2x8 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 or 2x4 SPF Stud MTek recommends that Stabilizers and required cross bracing be installed Burin REACTIONS. (lb/size) 5=898/0-7-0 (min.0-1-14),4--16/Mechanical truss erection,in accordance with Stabilizer Installation guide. Max Horz5=98(LC 5) Max Uplift5=269(LC 5),4=-419(LC 11) Max Grav5=1201(LC 12),4=273(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5---1183/189,2-6=0/266,3-4--197/445 NOTES- 1)Wind:ASCE 7-05;100mph;TCDL=5.Opsf,BCDL=5.0psf h=24ft;Cat.II;Exp S;enclosed;MWFRS(tow-rise);cantilever left and right exposed;Lumber DOL=1.6D plate grip DOL=1.60 2)TCLL ASCE 7-05;Pg=55.0 psf(ground snow);Pf--42.3 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow bads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.8 psf or 2.00 times flat roof load of 42.3 psf on overhangs non-concurrent with other live loads. 5)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate saes to account for these factors. 6)This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrent with any other live loads. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 269 lb uplift at joint 5 and 419 lb uplift at joint 4. 9)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSVI-Pl 1. 10)This truss has been designed for a moving concentrated load of 250.01b live and 25.01b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,concurrent with live and dead loads. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 12)Use USP SNP3(With 8d z 1-1/2"nails into Girder&8d x 1-1/2"nails into Truss)or equivalent at 1-49 from the left end to conned truss(es)J01(1 ply 2)(4 SPF)to front face of bottom chord,skewed 45.0 deg.to the left,sloping 0.0 deg.down. 13)Use USP LSSH15-TZ(With 10d nails into Girder&NA91)nails into Truss)or equivalent at 1.4-9 from the left end to connect truss(es)J01 B(1 ply 2x6 SPF) to back face of top chord,skewed 45.0 deg.to the right,sloping-26.6 deg.down. 14)Use USP SNP3(Wirth Bd x 1-1/2"nails into Girder&ad x 1-112"nails into Truss)or equivalent at 1-4-9 from the left end to conned truss(es)J01 B(1 ply 2x6 SPF)to back face of bottom chord,skewed 45.0 deg.to the right,sloping 0.0 deg.down. 15)Fill all nail holes where hanger is in contact with lumber. 16)WARNING:The following hangers are manually applied but fail due to geometric considerations:SNP3 on front face at 111-9 from the left end,SNP3 on back face at 1-4-9 from the left end 17)SNP3:A minimum of(6)8d x 1-112"nails are required into each member.All nailing is required in face of supported chords.For sloped applications,flanges may protrude above or below truss chords.Bending of extended flanges is permitted. 18)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert 1-2=105,2-3=105,45=20 Concentrated Loads(Ib) Vert 7=137(6)9=100(1`=126,B=26) Job Truss Truss Type Qty Ply Upper Ridge Flats East Building 15040859BR --Ts --E JACK-CLOSED 4 1 Job Reference o tional Universal Forest Products 7.610 s Jan 29 2015 MTek Industries,Inc.Tue May 26 15:59:27 2015 Page 1 I D:U84DQDm6onplSHXgm1 Wco4z95TC-SbYRXNS3NRgpmUm2iAsJEEOVZP8S XIZoGbHkBEZCbR :2-10-8 2-5-8 5-0-0 0-10-8 2-5-8 2-6-8 2W II 9 6.00,2 W2 ......_...... _.._.-.__....._. Ti i 6 B3 3v,11 3 �i 5 2 1 w, B1 10 6 2M II 7 2x6 I 2-5 8 5-0_-0 2-5-8 2-6-8 Plate Offsets X 3-0-2-0,0-2-151,L4:0-2-0,0-0-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 42.3 Plate Grip DOL 1.15 TC 0.49 Vert(LL) -0.05 6 >999 360 MT20 197/144 (Ground Snow--55.0) Lumber DOL 1.15 BC 0.24 Vert(TL) -0.07 6 >763 240 TCDL 10.0 Rep Stress lncr YES WB 0.00 Horz(TL) 0.09 5 n/a n/a BCLL 0.0 Code IBC2009ITP12007 (Matrix) Weight 24 lb FT=4 BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 54)-0 oc puriins, except end verticals. BOT CHORD 2x4 SPF No.2`Except* BOT CHORD Rigid ceiling directly applied or 10-"oc bracing. 63:2x6 SPF No.2 MTek recommends that Stabilizers and required cross bracing be installed WEBS 2x4 SPF No.2 or 2x4 SPF Stud Burin truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=412/0-5-8 (min.0-1.8),5=282/Mechanical Max Hord=84(LC 8) Max Uplift 7=17(LC 8),5=46(LC 8) Max Grav7-687(LC 13),5=557(LC 16) FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-7=-6721138,4-5=-467/121 BOT CHORD 3-6=35/309 NOTES. 1)Wind:ASCE 7-05;100mph;TCDL=5.Opsf;BCDL=5.Opsf,h=24ft;Cat II;Exp B;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL ASCE 7-05;Pg=55.0 psf(ground snow);Pf=42.3 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow bads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 42.3 psf on overhangs non-concurrent with other live loads. 5)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6)This truss has been designed for a 1 D.0 psf bottom chord live load nonooncurrent with any other live loads. 7)Refer to girders)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 17 lb uplift at joint 7 and 46 lb uplift at joint 5. 9)This truss is designed in accordance with the 2009 Intemational Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)This truss has been designed for a moving concentrated bad of 250.Olb live and 25.Olb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,concurrent with live and dead loads. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply Upper Ridge Flats East Building 15040859BR J02B JACK-CLOSED 34 1 Job Reference(optional) Universal Forest Products 7.610 s Jan 29 2015 MTek Industries,Inc. Wed May 27 06:17:32 2015 Page 1 ID:U84DODm6onplSHXgM[W cc4z95TC-VTzuSuXoaDOh_dB2GR1 kONSUKsL3oDxD9PbjbzCOt1 -2-0-8 3-4-0 2-6-8 3-4-0 3.II 3 7 6.00 F1 2 1>m II 6 2 T1 W2 W1 4 B1 8 3M II 6 ?>b li Plate Offsets(X,Y):::[2:0-5-2,0-0-81 LOADING(psf) SPACING- 2-M CSI. DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 42.3 Plate Grip DOL 1.15 TC 0.67 Vert(LL) -0.02 4-5 >999 360 MT20 197/144 (Ground Snow=55.0) Lumber DOL 1.15 BC 0.32 Vert(TL) -0.03 4-5 >999 240 TCDL 10.0 Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 4 n1a n/a BCLL 0.0 Code IBC2009/TPI2007 (Matrix-M) Weight:23 lb FT=4 BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD 2x4 SPF Not BOT CHORD Rigid ceiling directly applied or 6-M oc bracing. WEBS 2x6 SPF No.2'ExceW MTek recommends that Stabilizers and required cross bracing be installed W2:2x4 SPF No.2 or 2x4 SPF Stud during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 5=61010-5-8 (min.0-1-8),4--49/Mechanical Max HorzS=97(LC 8) Max Upl1ft5=78(LC 8),4=187(LC 12) Max Grav5=885(LC 13),4=324(LC 15) FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5-841/212,34-308/182 NOTES- 1)Wind:ASCE 7-05;100mph;TCDL=5.Opsf;BCDL=5.Opsf,h=24ft;Cat 11;Exp B;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pg=55.0 psf(ground snow);Pf=42.3 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 42.3 psf on overhangs non-concurrent with other live loads. 5)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate saes to account for these factors. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Refer to girders)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 78 lb uplift at joint 5 and 187 lb uplift at joint 4. 9)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSIIFPI 1. 10)This truss has been designed for a moving concentrated load of 250.01b live and 25.OIb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,concurrent with live and dead loads. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Upper Ridge Flats East Building 0007 15040859BR JACK-CLOSED 10 1 Job Reference(optional) 7.610 s Jan 29 2015 MTek Industries,Inc. on Apr 13 07:12:39 2015 Pagel Universal Forest Products ID:UB4DQDm6onplSHXgmIWcc4z95TC-SKBgCZxFF90N_aR7k?Zrs98W5zfYRm47R4nt7ozRDH 0 10-8 5-0-0 0-10-8 5-0-0 3.II3 6.00 12 6 T, W2 3"II 2 1 Wt B1 7 4 5 3a II 2z1 II Plate Offsets(X.Y)- 5:0-1-120-1-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Well Ud PLATES GRIP TCLL 42.3 Plate Grip DOL 1.15 TC 0.44 Vert(LL) -0.08 4-5 >667 360 MT20 1971144 (Ground Snow-55.0) Lumber DOL 1.15 BC 0.62 Vert(TL) -0.13 4-5 >447 240 TCDL 10.0 Rep Stress Ina YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BOLL 0.0 Code IBC20091TP12007 (Matrix) Weight 22 lb FT=4% BCDL 10.0 LUMBER- BRACING TOP CHORD 2x6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puriins, except end verticals. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 or 2x4 SPF Stud MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=412/0-5-8 (min.0-1-8),4=282/Mechanicel Max Horc5=84(LC 8) Max Uplift5=17(1-C 8),4=36(LC 8) Max Grav5=687(LC 13),4=557(LC 15) FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-64&122,3-4--5041159 NOTES- 1)Wind:ASCE 7-05;100mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat II;Exp B;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pg=55.0 psf(ground snow);PF�2.3 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow bads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 42.3 psf on overhangs non-concurrent with other live loads. 5)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. ft is the responsibility of the fabricator to increase plate saes to account for these factors. 6)This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrent with any other live loads. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 17 lb uplift at joint 5 and 46 lb uplift at joint 4. 9)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)This truss has been designed for a moving concentrated load of 250.01b live and 25.Olb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,concurrent with live and dead loads. 11)"Semi-rigid pltchbreaks including heels'Member end fairy model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type '26 Ply Upper Ridge Flats East Building 15040859BR J02 JACK-CLOSED 1 Job Reference tional Universal Forest Products 7.610 s Jan 29 2015 Mi I ek Industries,Inc.Wed May 27 06:17:38 2015 Page 1 I D:U84DQDm6onplSHXgmlWcc4z95TC-JdL9MxcZA39nYeCci88ee6ymks8TWigb4swwFzCOs -0-10-8 5-M 0-10 8 5-0-0 5de=120.1 3za II 3 6.00 F1 2 I 6 T1 W2 Sze II 2 1 Wt B1 7 �� J 5 3.II 2W 11 Plate Offsets(X,Y)- 15:0-1-12,0-1::4j LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 42.3 Plate Grip DOL 1.15 TC 0.44 Vert(LL) -0.08 4-5 >667 360 MT20 197/144 (Ground Snow--55.0) Lumber DOL 1.15 BC 0.62 Vert(TL) -0.13 4-5 >447 240 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(fL) 0.00 4 We n/a BCLL 0.0 Code IBC2009/TPf2007 (Matrix) Weight:22 lb FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 104).0 oc bracing. WEBS 2x4 SPF No.2 or 2x4 SPF Stud M7ek recommends that Stabilizers and required cross bracing be installed durin truss erection,in accordance with Stabilizer Installation guid e. REACTIONS. (lb/size) 5=412/0-5-8 (min.0-1-8),4--282/Mechanical Max Horz5=84(LC 8) Max Uplift5=17(LC 8),4=-46(LC 8) Max Grav5=687(LC 13),4=557(LC 15) FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-64&122,3-4--5D4/159 NOTES- 1)Wind:ASCE 7-05;100mph;TCDL=5.Opsf;BCDL=5.Opsf,h=24ft;Cat II;Exp B;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pg=55.0 psf(ground snow);Pf=42.3 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 42.3 psf on overhangs non-concurrent with other live loads. 5)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. it is the responsibility of the fabricator to increase plate saes to account for these factors. 6)This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrent with any other live loads. 7)Refer to girders)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 17 lb uplift at joint 5 and 46 lb uplift at joint 4. 9)This truss is designed in accordance with the 2009 Ihtemational Building Code section 2306.1 and referenced standard ANSIPI PI 1. 10)This truss has been designed for a moving concentrated bad of 250.01b five and 25.Olb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,concurrent with live and dead loads. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job TTruss Type QtY Ply =ats East Building 0006 15040859BR Jack-Open 2 1 tional Universal Forest Products 7.610 s Jan 29 2015 MTek Industries,Inc. Wed May 2706:16:55 2015 Page 1 ID:U84DQDm6onplSHXgmI Wcc4z95TC-4LEvKE4birkx2xsxbAt3OagcyPllu33Viux8wEzCOt L -2-6-8 1-2-15 2-6-8 1-2-15 Swb=1:15. a r k 4*II rt 6.00 12 2 6 T1 W1 fl 4 5 3x4 11 Plate Offsets(X,Y)- 2:0-2-00-1-1 LOADING(psf) SPACING- 2-M CSI. DEFL in (loc) Udefl Ud PLATES GRIP TCLL(Gro und Snow 42.3 Plate Grip DOL 1.15 TC 0.42 Vert(LL) -0.00 4-5 >999 360 MT20 197/144 (Ground 55.0) Lumber DOL 1.15 BC 0.13 Ved(TL) -0.00 4-5 >999 240 BCDL 10.0 BCD L 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.02 3 n/a n/a BC 0.0 Code IBC20091TPI2007 (Matrix) Weight:11 lb FT=4% LUMBER- BRACING- TOP CHORD 2x6 SPF 2100F 1.8E TOP CHORD Structural wood sheathing directly applied or 1-2-15 oc pudins, except end verticals. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2x4 SPF No.2 or 2x4 SPF Stud MTek recommends that Stabilizers and required cross bracing be installed Burin Muss erection,in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 5=697/0-5-8 (min.0-1-13),4=3/Mechanical,3--277/Mechanical Max Horz5=71(LC 8) Max Uplift5=100(LC 8),4-46(LC 8),3=594(!-C 12) Max Grav5=1160(LC 12),4=272(LC 18),3=53(LC 8) FORCES. (tb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5--11241289,2-7=275133,3-7=270/37 NOTES- 1)Wind:ASCE 7-05;1 OOmph;TCDL=5.Opsf,BCDL=5.Opsf;h=24f;Cat II;Exp B;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL•ASCE 7-05;Pg=55.0 psf(ground snow);PF=42.3 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 42.3 psf on overhangs non-concurrent with other live loads. 5)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6)This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live loads. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint 5,46 lb uplift at joint 4 and 594 lb uplift at joint 3. 9)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSUTPI 1. 10)This truss has been designed for a moving concentrated bad of 250.0Ib live and 25.0115 dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,concurrent with live and dead loads. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Qty �Ref Building 0005 15040859BR J01B JACK-CLOSED 4 Universal Forest Products 7.610 s Jan 29 2015 MiTek Industries,Inc. Wed May 27 06:16:30 2015 Page 1 ID:U84DQDm6onplSHXgml Wcc4z95TC-JXES5hnvB9bUY5R7dQwCLl IltKmoXmspyVNJYBzCOu. -2-10-8 0-10-15 2-10-8 0-10-15 S®b 115 3 7 32II 2 6.00 12 6 Ti W1 1 Bt I 4 5 6 -II LOADING(psf) SPACING- 2-M CSI. DEFL in (loc) Udefl L/d PLATES GRIP TCLL 42.3 Plate Grip DOL 1.15 TC 0.51 Vert(LL) -0.00 5 >999 360 MT20 197/144 (Ground Snow--55.0) Lumber DOL 1.15 BC 0.07 Vert(TL) -0.00 5 >999 240 TCDL 10.0 Rep Stress Ina YES WB 0.00 Horz(TL) -0.03 3 n/a n/a BCLL 0.0 Code IBC20091TPI2007 (Matrix) Weight:11 lb FT=4 BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 SPF 2100E 1.8E TOP CHORD Structural wood sheathing directly applied or 0-10-15 oc pudins, except end verticals BOT CHORD 2x6 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2x4 SPF No.2 or 2x4 SPF Stud Mifek recommends that Stabilizers and required cross bracing be installed durin truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5--998/0-5-8 (min.0-2-12),4=18/Mechanical,3=569/Mechanical Max Horz5=73(LC 8) Max UpI'Ift5=-155(LC 8),4=85(LC 8),3=1093([-C 12) Max Grav5=1735(LC 12),4=257(LC 18),3=140(LC 8) FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5--1681/451,2-6=01256,2-7=-496/106,3-7=-4921108 NOTES- 1)Wind:ASCE 7-05;1OOmph;TCDL=5.Opsf;BCDL=5.Opsf,h=24ft;Cat II;Exp B;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL ASCE 7-05;Pg=55.0 psf(ground snow);Pf-42.3 psf(flat roof snow);Category It;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 42.3 psf on overhangs nonconcurrent with other live loads. 5)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 155 lb uplift at joint 5,85 lb uplift at joint 4 and 1093 lb uplift at joint 3. 9)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/fPl 1. 10)This truss has been designed for a moving concentrated load of 250.0Ib live and 25.Olb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,concurrent with live and dead bads. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 12)This truss has large uplift reaction(s)from gravity load case(s).Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. LOAD CASE(S) Standard Job Truss Thus Type Qty Ply Upper Ridge Building 15040859BIR J01 JACK-CLOSED 6 1 Job Referel Universal Forest Products 7.610 s Jan 29 205 t I m Industries,Inc. Wed May 27 06:16:19 2015 Page 1 ID:U84DQDm6onplSHXgmlWcc4z95TC-7Q3I nwe?mnC2jP6OUcDcx_LWruzdSn8CRIDEf(ZcOu -0-10 8 2-10-15 0-10 8 2-10-15 Sole=1:15. 2x<II 9 6UO 12 T1 6 zsa II 2 W2 1 i W1 01 7 4 5 2W II 2x1 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 42.3 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.02 4-5 >999 360 MT20 197/144 (Ground Snow=55.0) Lumber DOL 1.15 BC 0.30 Ven(TL) -0.02 4-5 >999 240 TCDL 10.0 Rep Stress Ina YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCLL 0.0 Code IBC2009ITP12007 (Matrix) Weight:15 lb FT=4 BCDL 10.0 LUMBER- BRACING TOP CHORD 2x6 SPF 2100F 1.8E TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc pudins, exce pt end verticals BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SPF No.2 or 2x4 SPF Stud F MiTek recommends that Stabil zers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=291/0-5-8 (min.0-1-8),4=143rMechanical Max Horz5=56(LC 8) Max Uplift5-17(1-C 8),4=33(LC 8) Max Grav5=566(LC 17),4=418(LC 15) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=540/90,3-4=-390193 NOTES- 1)Wind:ASCE 7.05;100mph;TCDL=5.Dpsf;BCDL=5.Opsf;h=24ft;Cat II;Exp B;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone;cantilever left and right exposed;GC for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pg=55.0 psf(ground snow);Pf:=42.3 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 42.3 psf on overhangs non-concurrent with other five loads. 5)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate saes to account for these factors. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Refer to girders)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 17 lb uplift at joint 5 and 33 lb uplift at joint 4. 9)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSIrrPI 1. 10)This truss has been designed for a moving concentrated bad of 250.01b live and 25.01b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,concurrent with live and dead loads. 11)"Semi4igid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ' . 1 Mv wa Conventlonally Framed too fg�,Tll LO a LL E Gal BET GOLE Cyr ]IMP r SN N. off v JL26 56 SNP3 12 West Elevation East Elevation M-1- t � Fir ! REQ.QUOTE DATE 04/19/15 ORDER# ORDER DATE / / QUOTE# 15040859BR DELIVERY DATE / / CUSTOMER ACCT# LMCWRKMI DATE OF INVOICE / / CUSTOMER PO# ® T T ORDERED BY Andy Clogston INVOICE , U" Belchertown, LLC TERMS 155 Bay Road,PO Box 945,Belchertown,MA.01007 SUPERINTENDENT SALES REP = Brian Tetreault Phone:413-323-7247 Fax:413-323-5257 JOBSITE PHONE# ( ) SALES AREA Massachusetts/ R.K. Miles-Hatfield JOB NAME:Upper Ridge Flats East/Main LOT# SitlBDIV: 24 West St MODEL:Main Building-Roof TAG: JOB CATEGORYi Residential Hatfield,MA 01038 DELIVERY INSTRUCTIONS: (413)247-8314 Upper Ridge Flats East/Main SPECIAL INSTRUCTIONS: Village Hill Rd. *For pricing and permit based on copy of Upper Ridge Flats West order and 02-20-15 Pricingans. Northampton,MA 01060 BY DATE LDING DEPARTMENT OVERHANG INFd HEEL HEIGHT 00-04-03 1 REQ.LAYOUTS REQ.ENGINEERING QUOTE BT1 05/27/15 fTfUSSeS END CUT RETURN =" LAYOUT PLUMB NO GABLE STUDS 24 IN.OC JoeSiTE 1 JC78SiTE 1 CUTTING BT1 05/27/15 C )OF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL STRESS[NCR. ROOF TRUSS SPACING:24.0 IN.O.C.(TYP.). INFORMATION 55.0,10.0,0.0,10.0 1.15 ROFILE QTY PITCH TYPE BASE O/A LUMBER OVERHANG `CANTILEVER STUB UNIT TOTAL PLY ID SPAN SPAN TOP B0T -LEFr RIGHT LEFT I RIGHT PRICE PRICE COMMON 1 4.00 0.00 T02C 39-04-00 22-05-14 2 X 6 2 X 6 .' 16-10-02 GABLE 2 4.00 0.00 Vol 28-00-07 28-00-07 2 X 4 2 X 4 VALLEY 2 4.00 0.00 V02 22-00-07 22-00-07 2 X 4 2 X 4 VALLEY 2 4.00 0.00 V03 16-00-07 16-00-07 2 X 4 2 X 4 VALLEY 2 4.00 0.00 VO4 10-00-07 10-00-07 2 X 4 2 X 4 ROOF SUB-TOTAL: EMS TY ITEM TYPE SIZE LENGTH • '+ART NUMBER NOTES UNIT TOTAL FT-IN-16' PRICE PRICE 1 Literature BCSI-Bi Summary Sheet Commentary and Recommendations for Handling,Installing&Bracing Metal Plate Connected Wood Trusses - Order Number:BiWARN11x17 031125 1 Literature BCSI-133 Summary Sheet Permanent Restraint/Bracing of Chords& Web Members Order Number:B3W EB11 X17 070209 8 I Hanger HJC26 56 I Hanger I JL26 8 I Hanger LSSH15 TZ 14 I Hanger I SNP3 ' I I i 1 I Literature I Truss Dra'v�l�g Packet I I I Truss Drawing Packet 1 Literature I TrusslcementPlie I I I Truss Placement Plan ITEMS SUB-TOTAL: LCCEPTED BY SELLER ACCEPTED BY BUYER SUB-TOTAL PURCHASER: BY: TITLE: ;Y: ADDRESS: 'ITLE: IATE OF ACCEPTANCE: PHONE: DATE: GRAND TOTAL REQ.QUOTE DATE 04/19/15 ORDER# ORDER DATE / / QUOTE# 15040859BR DELIVERY DATE / / CUSTOMER ACCT# LMCWRKMI DATE OF INVOICE / / CUSTOMER PO# ® ORDERED BY Andy Clo ston INVOICE# UFP Belchertown, LLC TERMS 155 Bay Road,PO Box 945,Belchertown,MA.01007 SUPERINTENDENT SALES REP:: Brian Tetreault Phone:413-323-7247 Fax:413-323-5257 JOBSITE PHONE# ( ) SALES AREA Massachusetts/ R.K. Miles-Hatfield JOB NAME:Upper Ridge Flats East/Main LOT# fi°, �SUBDIV: 24 West St MODEL:Main Building-Roof TAG: JOB CATEGORY Residential Hatfield,MA 01038 DELIVERY INSTRUCTIONS: (413)247-8314 Upper Ridge Flats East/Main SPECIAL INSTRUCTIONS: Village Hill Rd. *For pricing and permit based on copy of Upper Ridge Flats West order and 02-2(!-15 Pricing Plans. Northampton,MA 01060 BY DATE LDING DEPARTME OVERHANG INF HEEL HEIGHT 00-04-03 REQ.LAYOUTS REQ.ENGINEEIRING QUOTE BT1 05/27/15 f Trusses END CUT I RETURN LAYOUT PLUMB NO GABLE STUDS 24 IN.OC JOBSITE 1 JOBSITE 1 CUTTING BT1 05/27/15 ()OF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL I STRESS INCR. ROOF TRUSS SPACING:24.0 IN.O.C.(TYP.) INFORMATION 55.0,10.0,0.0,10.0 1.15 " ROFILE QTY PITCH TYPE BASE O/A LUMBER OVERHANG CANTILEVER STUB UNIT TOTAL PLY ID SPAN SPAN TOP BOT DEFT-° RIGHT LEFT RIGHT PRICE PRICE DIAGONAL HIP 5 4.24 0.00 CJ01 04-01-07 04-01-07 2 X 8 2 X 8 04-00-13 DIAGONAL HIP 2 4.24 0.00 CJ01A 04-01-07 04-01-07 2 X 8 2 X 8 04-00-13 JACK-CLOSED 1 4.24 0.00 GJ01T 04-01-07 04-01-07 2 X 8 2 X 6 04-00-13" x-00-06 LlT6 2 GABLE 2 Ply 6.00 0.00 G01AGE 36-00-00 36-00-00 2 X 6 2 X 6 02-10-08 LlfKllll� 1 GABLE 2 Ply 6.00 0.00 G01 GE 36-00-00 36-00-00 2 X 6 2 X 6 02-10-08 1 GABLE 2 Ply 6.00 0.00 G01GET 36-00-00 36-00-00 2 X 6 2 X 6 02-10-08 JACK-CLOSED 6 6.00 0.00 J01 02-10-15 02-10-15 2 X 6 X 4 00 1008 JACK-CLOSED �5 t266.00 0.00 J01 B 00-10-15 00-10-15 2 X 6 2X"6 02-10-08 JACK-OPEN 0.00 J01 C 01-02-15 01-02-15! 2X6 2>X 4 02-06-08 JACK-CLOSED 0.00 J02 05-00-00 05-00-00 2 X 2 X 4 00-10-08 JACK-CLOSED 4� 34 6.00 0.00 J02B 03-04-00 03-04L60.2 X 6 2 X'4 02-06-08 JACK-CLOSED Idd 4 6.00 0.00 J02T 05-00-00 ::05-00-00 2X6 2 X 4 00-10-08 MONOPITCH 13 3.00 0.00 M10 08-09-1g, 08 09 12''"2 X 8 2 X 6 00-10-10 MONOPITCH 2 3.00 0.00 M10A 05-09-12 A)5-09-12 2 X 8 2 X 6 OD-10-10 MONOPITCH 13 4.00 0.00 M71 03.02-15 03-0 1 2-15 2 X 4 2 X 4 03-02-15 COMMON 29 6.00 0.00 T01 36-00-00 '3fi^0D-00 2 X 6 2 X 4 02-10-08 ROOF 3 6.00 0.00 T01 T 36-OD-00 2 X 6 2 X 4 02-10-08 COMMON 3 4.00 0.00 T02• 9-04 00` 39-04-00 2 X 6 2 X 6 01-04-08 CORN 1 4.00 0.00 T02A 39*_-00 39-04-00 2 X 6 2 X 6 COMMON• 4 4.00 0.00 T028 9?04-00 22-05-14 2 X 612 X6 01-04-08 16-10-02 c� UFP Bielchertown, LLC A Un:iverscil F'orestFProducts Coxnpern_y 155 Bay Road,PO Box 945/BeIchertown,MA.01007 Phone:413-323-7247 Fax:413-323-5780/Rep:Brian Tetreautt Village Hill-Wright Builders "Upper Ridge Flats East Building" Village Hill Rd. Northampton, MA r.k. Miles-Hatfield, MA Roof Truss Drawings-For Approval and Permit These trusses are designed as individual building components to be incorporated into the building design at the specification of the building designer. The building designer is responsible for temporary and permanent bracing of the roof/floor system and for the overall structure. The design of the truss support structure including headers,beams, walls,and columns is the responsibility of the building designer. For general guidance regarding bracing,consult"Bracing of wood trusses" available from the Truss Plate Institute,583 D'Onifrio Drive;Madison,WI 53179. SHOP DRAWINGS THESE DRAWINGS ARE THE SOLE SOURCE FOR FABRICATION OF TRUSSES AND VOIDS ALL PREVIOUS ARCHITECTURAL OR OTHER TRUSS DRAWINGS. REVIEW AND APPROVAL OF THESE DRAWINGS MUST BE RECEIVED BEFORE ANY TRUSSES WILL BE BUILT.VERIFY ALL CONDITIONS TO INSURE AGAINST CHANGES THAT WILL RESULT IN EXTRA CHARGES TO YOU.PLEASE INITIAL EACH ATTACHED TRUSS DRAWING. Approved by: Date: 5/27/15 15040859BR i i i �_"" 0 i At �® �C 1. B 50'8" $ = 8,4" a agm i a 0" 42-4- 11 8" EF S r Ss s i T � i iii i i e� j I � I 1 1 � 1'8" 14'8" 13.0" 14'8" 1 8" 6.8. (J7 "p, oo bu i a - — r --._. d as� ry HIS IS A TRUSS PLACEMENY DIAGRAM ONLY. These trusses re desrg ne gee r^div�duat d Upper Ridge Flats East 9 e the specification h � the ' r Me ^slblefortemporarY f the roof and floor system and for the overall structure. The design of tt1e Vuss support ardin re i Village Hill Rd. Northampton, MA lls,and columns is the responsibility of the building designer. For genera[9Urdan W1r 53179 9tbs UFP Belchertown, LLCtrusses"available from the Truss Plate Institute,583 d trusso Drive-. M 'so the rmat Intel hall 5/29/15 oadi glconditions,Contractor/Superintendent and use.If they tdovnot,it the responsiblifity,of the GBr16ra'1 COu is will not be nntstplans containing the latest specifications and designs. Universal Forest nisibe f.errors or r ® A Universal Forest Products Company 1st Fir. Trusses-For Permit/Approval an s by others after final approval ofshop drawings,nor will they be testy .,MANUFACTUR uITHOUUTT PRIOR WRITTEN AUTHORIZATION A RLICCENSED PROFESS AL a wTNOU 155 Ba}Road.PO Be,9.t5/Rekke^own,RL-1.01007:Phoae�41;_ /F:oc.#t�-3'�";-S.'SS GKS"DON 14011959B E HELD RESPONSIBLE FOR ANY MODIFICATIONS OR`CHARGE BA TH R T F F Job Truss Truss Type City Ply Upper Ridge Flats East Northampton,MA 15040859BE F24GE FLOOR SUPPORTED GAEL 4 1 Job Reference o tional Universal Forest Products 7.610 s Jan 29 2015 MfTek Industries,Inc. Fri May 29 05:51:34 2015 Page 1 pp� gg ID:NPmnNdcOfHSPgJ4wwow BZzgqu��d77-�-bc4R2TvurK4S2rGOgJEdjsB2hObeLCyGF1iz08zB13 —� 2 --� 3w II e s Wt w, ei.z Bk, B, 4 3 L 1-8-0 1-8-0 LOADING(psf) SPACING- 2-0-0 CSL DEFL in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n1a n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL) n/a rUa 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IBC20091TP12007 (Matrix) Weight:7 lb FT=4%F,4%E LUMBER- BRACING- TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 1-80 oc puriins, except end verticals. BOT CHORD 2x4 SPF No2(flat) BOT CHORD Rigid ceiling directly applied or 10-"oc bracing. WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) REACTIONS. (Ib/srze) 4=79/1-8-0 (min.0-1-8),3=85/1-8-0 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 2)Attach ribbon block to truss with 3-1 Od nails applied to flat face. 3)Gable requires continuous bottom chord bearing. 4)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 5)Gable shads spaced at 1-4-0 oc. 6)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSIRPI 1. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job T s g Type lats East Northampton,MA 15040859BF F23L LE 4 �P (optional) Universal Forest Products 7,610 s Jan 29 2015 MiTek Industries,Inc- Fri May 29 05,51:29 2015 Page 1 ID:NPmnNdcOfHSPqJ4wwomL_BZzqud7-Efl4Y?mri1 nSgy4NQ1 meSOoUAI?uLgwLX61?CLxzBl3S 3*FP- il 1 47 2 48 3 49 4 so 6 51 6 52 7 53 8 M 9 55 10 �6 11 12 13 57 U 58 15 59 16 60 17 61 IS M 19 63 20 64 21 0 M 66 23 ......... ....------ T1 1r, sill *al� 414 43 42 41 40 39 38 37 36 35 34 33 32 31 W 29 28 2? 26 25 24 3",-. 3A FP-- 6-8-0 , 8-0-0 9-4-0 1,0 8 0!12: -0 13-4-0 14 8 0 1 16 10!1 17 4-0 L8 8 0 20-0-0,21-4-0,22-8-0,24-0-0,25-4-0 26-8-0 27-8-0 1 ]�_ _:�_ _ -4-0 ' 1-4-0 1-4-0 1-4-0 1 11: MHo 41:3��' --4 1-4-0 ' 1-4-0 ' 1-4-0 ' 1-4-0 ' 1-4-0 1-4-0 1-0-0' LOADING(psf) SPACING� 2-M CS1. DEFIL in (loc) Yclefl LJd PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.19 Vert(LL) n/a n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.03 VertUL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 24 n/a n/a BCDL 10.0 Code IBC2009ITP12007 (Matrix) Weight.,83 lb FT=4%F,4%E LUMBER- BRACING- TOPCHORD 2x4 SPF 210OF 1.8E(flat) TOP CHORD Structural wood sheathing directly applied or 6-"oc;purlins, except end verficals. BOTCHORD 2x4 SPF 210OF 1.8E(flat) BOTCHORD Rigid ceiling directly applied or 10-"oc;bracing- WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) OTHERS 2x4 SPF No.2 or 2x4 SPF Stud(flat) REACTIONS. All bearings 27-8-0. (lb)- Max Uplift AJI uplift 100 lb or less at joint(s)24 MaxGrav All reactions250 lb or less atjoint(s)exoW45--346(LC 2),24--344(LC 24),44-4 (LC27),43=457(LC28),42=457(LC29), 41=457(LC 30),40=457(LC 31),39=457(LC 32),38=457(LC 33),37=457(LC 34),36=457(LC 35),35--457(LC 36),34=457(LC 37), 33=457(LC 38),32=457(LC 39),31=457(LC 40),30=457(LC 41),29=457(LC 42),28=457(LC 43),27=456(LC 44),26=462(LC 45), 25=431(LC 46) FORCES. (lb)-Max CompJMax.Ten.-AJI forces 250(lb)or less except when shown. TOPCHORD 45-46--344/0,1-46�345/0,23-24--335tl6 WEBS 2-44�430/0,3-43=431/0,4-42=-43=,5-41=43010,6-40=430/0,7-39=43010,8-38=430/0,9-37�430/0,10-36--430/0, 11-35=430/0,13-34--430/0,14-33--430/0,15-32�430/0,16�-31=-430/0,17-30=430/0,18-29=-430/0,19-28=-431/0,20-27=-429/0, 21-26--434/0,22-25=409/0 NOTES- 1)UnbalanoLd floor live loads have been considered for this design. 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It s the responsibility of the fabricator to increase plate sizes to account for these factors. 3)All plates are 1.5x3 MT20 unless otherwise indicated. 4)Attach ribbon block to truss with 3-1 Od nails applied to flat face. 5)Gable requires continuous bottom chord bearing. 6)Truss to be fulty sheathed from one face or securely braced against lateral movement(i.e,diagonal web). 7)Gable studs spaced at 1-"oc. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb u plift at jointl(s)24. 9)This truss is designed in accordance with the 2009 intemational Building Code section 2306.1 and referenced standard ANSVTPI 1. 10)This truss has been designed for a moving concentrated load of 250.01b live and 50.01b dead located at all mid panels and at all panel points along the Top Chord,concurrent with live and dead loads. 11)"Semi-Agid pitchbreaks including heels"Member end ExIly model was used in the analysis and design of this truss. 12)Recommend 24 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Stirringtracks to be attached to walls at their outer ends or restrained by otier means. 13)CAUTION,Do not ered truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Upper Ridge Flats East Northampton,MA 0008 15040859BF F23B Floor 4 1 Job Reference(optional) Universal Forest Products 7.610 s Jan 29 2015 MiTek Industries,Inc.Tue Jun 0215:23:05 2015 Page 1 ID:NPmnNdcDfHSPgJ4wwow__BZzqud7-0P4vgOLB rLLSybPojDTyBdegNiKyoMu33Ed1azAIJ 0-1-8 0-11-0 Hi 19-11 Or 112 11-� 1f 5-13 13-6,-I Sca�=ta2. 618= r 53-9 36 FP- i�`"§ 4'1'2 1(Kt II 4> = 1.5411 1.5 II 4x10= 3A II 410= 1 W II 3N= W= 1.5X1 11 3*= W II 3x6 II "= 616= 5 47 6 48 7 49 6 50 9 51 10 52 11 53 1213 54 14 55 15 56 16 57 17 56 18 1 45 2 3 46 4 3 34 31 30 35 29 36 28 37 27 36 26 39 1440 23 41 22 42 21 43 20 44 34= 1.5a II 310= 4W= 3x6= 416= 410= 3,6 FP= 4x10= 1.5X1 II i.5r3 I 316= 3,6= 1.5X1 II 4-6-10 7-6-5 9-3-2 1310 26-0-0 4-6-10 2-11-11 1 8 13 3 8-14 13-0-0 Plate Offsets(X,Y)- 2:0-1-8,Ed a 3:0-1-8 Ed 14:0-1-8,Ed e, 15:0-1-8 Ed 6:0-1-8 Ed e, 27:0-141 Ed , 28:0 1-8,Ed e, 9:0-3-0,Ed e LOADING(psf) SPACING 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL) -0.27 27-28 >583 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.61 Vert(TL) -0.38 27-28 >404 240 BCLL 0.0 Rep Stress Ina YES WB 0.87 Horz(TL) 0.04 19 n/a n/a BCDL 10.0 Code IBC20091TPI2007 (Matrix) Weight 115 lb FT=4%F,4%E LUMBER- BRACING TOP CHORD 2x4 DF 2850F 2.3E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOT CHORD 2x4 OF 2850F 2.3E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat)"Except* 6-0-0 oc bracing:26-27,25-26,23-25. W4,W3:2x4 DF 2850F 2.3E(flat) REACTIONS. (lb/size) 32=62210-5-8 (min.0-1-8),25=182410-5-8 (min.0-1-8),19--63210-2-12 (min.0-1-8) Max Grav32=872(LC 53),25=2084(LC 47),19=882(LC 24) FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 32-33--33110,1-33--33310,18-19--331/0,2-3--2537/0,3-46--398M,4-16=3985/0,5117=729/0, 6-47=729/0,6.48=1900137,7-48=1900/37,7-49=1900/37,8-49=1900/37,8-50=1900/37, 9-50=1900/37,9-51-0/2346,10-51=0/2346,10-52=0/2346,11-52=0/2346,11-53=1480/161, 12-53=1480/161,12-13=1480/161,13-54=1480/161,14-54=1480/161,14-55=2526/0,15-55=2526/0, 15-56--255M,16-56--2558/0,16-57=2558/0,17-57=255&0 BOT CHORD 32-34=0/2537,31-34=012537,30-31 /2537,30-35--0/2537,29-35--012537,29-36=013581,28-3613581, 28-37=0/2858,27-37:02858,27-38=37/1900,26.38=37/1900,26.39=713!292,25-39=7131292, 24-25=7081273,24-40=7081273,23-40=708/273,23-41=0/2526,22-01 /2526,22112=012526, 21-42=0/2526,21.43-012526,20113=012526,20-44=0/1599,19-44=0/1 599 WEBS 10-25=515/0,4-29=510/0,2-32=2627/0,9-25=2394/0,8-26=-683/0,9-26-0/2195,6-28=0/780, 17-19=1756/0,t1-25=2372/0,17-20=0/1178,11-23=0/1879,16-20=-494/0,13-23=-410/20, 15-20=253!348,14-23=134410,14-22-0/308,4-28=1021/0,4-6=2242/0,7-27=01262,6-27=1288/0, 2-31=181377,3-29--0/1620 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)19. 4)This buss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)This truss has been designed for a moving concentrated bad of 250.01b five located at all mid panels and at all panel points along the Top Chord and Bottom Chord,concurrent with live and dead loads. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Recommend 2x6 strorgbacks,on edge,spaced at 1 D-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8)CAUTION,Do not erect truss backwards. 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard Job Truss Truss Type Qty P Ridge Flathampton,MA 15040859BF F23A FLOOR 14 b Reference Universal Forest Products 7.610 s Jan 29 2015"fek Industries,lnc.Tue Jun 0215:12:49 2015 Page 1 I D:NPmnNdcOfHSPgJ4wwow_BZzqud7-2usl Ylun2akkYHVOjLAO_H6Ld3UDdDaEPE01 OizAIT 0-1-8 1-9-11 8- , 1-10-10 „ 2-4-1 1{-3=6� H�- 1 1 Scab =1:62. 1.5X1 II 34= 1.5X4 11 3M= 3M= 1.54 II 34 FP= 44= 3M II 44= 1.5X4 II 3M= 3M= 1.5X4 II 34= 3M II 1 30 2 31 3 32 4 33 5 34 6 7 8 35 9 36 10 37 11 38 12 39 13 40 14 41 15 42 16 27 26 25 24 22 21 20 19 18 34= 34= 1413 11 1.54 11 4210= 4x10= 34 FP=4M= 1.5411 1.51311 34= 34= 13-0-0 26-0-0 13-0-0 13-0-0 Plate Offsets(X,Y)- 4:0-1-8 Ede 5:0-1-8 Ed 12:0-1-8,Ed 13:0-1-8,Ed e LOADING(psf) SPACING- 2-M CSI. DEFL in (loc) Waft LJd PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.52 Vert(LL) -0.16 18-19 >939 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.54 Vert(TL) -0.25 18-19 >610 240 BCLL 0.0 Rep Stress Ina YES WB 0.82 Horz(TL) 0.04 17 n/a n/a BCDL 10.0 Code IBC2009/TP12007 (Matrix) Weight:97 lb FT=4%F,4%E LUMBER- BRACING- TOP CHORD 2x4 SPF 2100F 1.SE(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOT CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) 6-0-0 oc bracing:23-24,21-23. REACTIONS. (lb/size) 28=608/0-5-8 (min.0-1-8),23=186210-5-8 (min.0-1-8),17=614/0-3-8 (min.0-1$) Max Grav28--906(LC 8),23=2162(LC 32),17=914(LC 23) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 28-29=376/0,1-29=-37510,16-17=381/0,2-31=2618/0,3-31=261810,3-32=261810,4-32=2618/0,4-33--256310,5-33=2563/0, 534=1361/242,6-34=1361/242,6-7=1361242,7-8=1361/242,8-35 /2812,9-35=0/2812,9-36=0/2812,10-36=0/2812, 10-37=1388/350,11-37=1388/350,11-38=1388/350,1238=1388/350,12-39=2544/0,13-39=2544/0,13-40=2(>32/0,1440=2632/0, 14-41=2632/0,15-41=263210 BOT CHORD 27-28 /1661,26-272577,25-26=02563,24-25--02563,23-24=909/81,22-23=1038204,21-22=1038204,20-21=0/2544, 19-20=012544,18-19=0/2544,17-18--0/1652 WEBS 9-23=529/0,2-28=1817/0,2-27 /1162,327=516/38,8-23=2541/0,8-24-02078,6-24=528/0,5-24--1532/0,4-27=-4031324, 1517=1814/0,10-23=2530/0,15-18=0/1226,10-21=0/1992,14-18=554/0,11-21=-467/27,1318=251/433,12-21=1505/0,12-20=0255 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Attach ribbon block to truss with 3-10d nails applied to flat face. 4)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)This truss has been designed for a moving concentrated bad of 250.0lb live and 50.01b dead bcated at all mid panels and at all panel points along the Top Chord,concurrent with live and dead loads. 6)"Semi-rigid pitchbreaks including heels"Member end fudty model was used in the analysis and design of this truss. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-M oc and fastened to each truss with 310d(0.131"X3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Oly Py Upper Ridge Flats East Northampton,MA 15040859BF F23 FLOOR Qt 1 Job Reference(optional) Universal Forest Products 7.610 s Jan 29 2015 MTek Industries,Inc. Fri May 29 05:51:16 2015 Page 1 I D:NPmnNdoDfH SPgAwwow_BZzqud7-69?dGJ hb5op?u4brmXvO_3SpglHY7rMd6DLONBzB13 0-1-8 H, 1r 911 2-4-1 -�' 1i 10-10-i 2-4-1 s®I"=1:4s Ono= 15X1 II 34= 1.5X1 U 3"4= 3n= 1.5X1 II 34 F= 3a4 II 44= 1.501 II 3"4= 3"1= 1.5X1 II 34= 3x4 II 1 30 2 31 3 32 4 33 5 34 6 35 7 B 36 9 37 10 39 11 39 12 40 13 41 14 42 15 43 16 1 27 26 25 24 22 21 20 19 18 34= 44= 1.S6 II 1.5X3 II 400= 4n0= 34 FP= Ono= 1.%011 15X1 II 34= 34= 14-8-0 27-8-0 14-8-0 13-0-0 Plate Offsets XY 4:0-1-8,Ed a 5:0-1-8,Ed 12:01-8,Ed 13:0-1-8,Ed e LOADING(psf) SPACING- 2-0 0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.76 Vert(LL) -0.30 26-27 >589 480 MT20 1971144 TCDL 10.0 Lumber DOL 1.00 BC 0.72 Vert(TL) -0.46 26-27 >379 240 BCLL 0.0 Rep Stress Ina YES WB 0.91 Horz(TL) 0.06 17 n/a n1a BCDL 10.0 Code IBC2009/TP12007 (Matrix) Weight 102 lb FT=4%F,4%E LUMBER- BRACING- TOP CHORD 2x4 SPF 2100F 1.8E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) 6-"oc bracing:23-24,21-23. REACTIONS. (Ib/size) 28=719/0-5-8 (min.0-1-0),17=606/0-3,-8 (min.0-1-8),23=1959/0-5.8 (min.0-1-8) Max Grav28=1017(LC 8),17=9W(LC 23),23--2261(LC 15) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 28-29=382/0,1-29=38210,16-17=381/0,2-31=3214/0,3-31=3214/0,3-32=-321410,4-32=3214/0,4-33=3385/0,533=3385/0, 534=15941 161,6-34=15941161,6-35=1594/161,735=1594/161,7-8=1594/161,8-36=0/2989,9-36--OY2989,9-37=0/2989, 10-37=012989,10-38=1337/462,11-38=1337/462,11-39=1337/462,12-39=13371462,12-40=2488/0,13-00=2488/0,13-41=2600/0, 14-41=2600/0,14-42=2600/0,15-42--2M/0 BOT CHORD 27-28=0/1913,26-27=013385,2526=0/3385,24-25 /3385,23-24=-821/137,22-23=1192200,21-22=1192/200,20-21=0/2488, 19-20=0/2488,18-19--Q(2488,17-18=0/1635 WEBS 9-23=528/0,2-28--209510,2-27 /1604,3-27=598/0,8-23=2766 10,8-24=012287,13-24=493134,5-24--204210,5-25=0/252, 4-27=5161248,15-17=1795/0,10-23=2544/0,1518=0(1209,10-21=02003,14-18=556/0,11-21=465/30,13-18=2281459, 12-21=1533/0,12-20261 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate s¢es to account for these factors. 3)Attach ribbon block to truss with 3-1 Od nails applied to flat face. 4)This truss is designed in accordance with the 2009 Intemational Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)This truss has been designed for a moving concentrated load of 250.01b live and 50.0Ib dead located at all mid panels and at all panel points along the Top Chord,concurrent with live and dead loads. 6)"Semi-rigid phchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-M oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard Tnw Type Ply �Upper Ridge Flats East Northampton,MA 15040859BF --1ZuSL—s GABLE Job R, Job Universal Forest Products 7.610 s Jan 29 2015 MiTek Industries,Inc. Fri May 29 05,51"10 2015 Page 1 ID:NPmnNdcOfHSPqJ4wwow—Bzzqud7-1?eM?GcrVy3rA9QnQHo—loCx5LPmjKfKkluAXzBl31 0148 28 2 27 3 M 4 29 5 30 6 31 7 32 8 W 9 34 10 35 11 36 12 ........... Sri $T1 V1 STI -,Ti Sri sr ............. ........ -4, ..........9 P. 24 0 n 21 a 17 Is 14 13 3.H 3. 17 11�81 1 12 �11 1 113 T 0 0 1 . 1 7_ _" 1 !-� 0: ��-o 8- N _0 4-0 14-90 1-4-6 14-90 14 1-4:90 4. 1' LOADING(psf) SPACING- 2-M CSIL DEFIL in (loc) Ydefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.19 Vert(LL) n/a n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.04 Ved(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Hoa(TL) 0.00 13 n/a n/a BCDL 10.0 Code IBC20091TPI2007 (Matrix) Weight 45 lb FT=4%F,4%E LUMBER- BRACING- TOPCHORD 2x4 SPF 210OF 1.8E(flat) TOPCHORD Structural wood sheathing directly applied or 6-"oc purlins, except end verticals. BOTCHORD 2x4 SPF 21 OOF I.BE(ftat) BOTCHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2x4 SPF No.2 or 2x4 SPF Stid(flat) OTHERS 2x4 SPF No.2 or 2x4 SPF Stud(flat) REACTIONS' All bearings 1443-0. (lb)- Max Grav AJI reactions 250 lb or less atjoinqs)except 24--367(LC 2),13--350(LC 14),23=454(LC 15),22=458(LC 16),21=457(LC 17), 20--457(LC 18),19=457(LC 19),1 8=457(LC 20),17=457(LC 21),16=457(LC 22),15=458(LC 23),14--453(LC 24) FORCES. (lb)-Max-CompJMax.Ten.-All forces 250(1b)or less except when shown. TOP CHORD 1-24--355/0,13-25--34710,12-25=-347/0 WEBS 2-23=-427/0,3-�=-431/0.4-21�430/0,5-20=-43010,6-19=-430/0,7-18=-430/0,8-17�430/0,9-16=-430/0,10-15=-431/0, 11-14=-427/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. it is the responsibifty ofthe fabricator to increase plate sizes to account for these factors. 3)All plates are 1.5x3 MT20 unless otherwise indicated. 4)Attach ribbon block to truss with 3-10d nails applied to flat face. 5)Gable requires continuous bottom chord bearing. 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 7)Gable studs spaced at 1-4-0 oc. 8)This truss is designed in accordance with the 2009 Intemational Building Code section 2306.1 and referenced standard ANSIrl-PI 1. 9)This truss has been designed for a moving concentrated load of 250.01b live and 50.01b dead located at all mid panels and at all panel points along the Top Chord,concurrent with live and dead loads. 10)"Semi-rigid pitchbreaks,including heels'Member end fixity model was used in the analysis and design of this truss. 11)Recommend 2x6 strongbacks,on edge,spaced at 104)-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 12)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply=Rjdge Northampton,MA 150408598E F228 FLOOR 4 Universal Forest Products 7.610 s Jan 29 2015 Mil ek Industries,Inc. Fri May 29 05:51:05 2015 Page 1 ID:NPmnNdcOfHSPgJ4wwow_BZzqud7-x1 gTyYrgPRZ4OYpdkCp2kUznKZg2sF?aOBxVKzBI 1-9-11 , , 2-4-1 J � 1_ 72 .__� I 2-4-1 0x8 ,.5X1 II 3M= 1.5X1 1 5x16= 3x4 13 II 16 24,6- 17 3 16 4 19 5 3x4- 20 6 21 7 22 23 6 T2 W4 2 2 15 13 12 10 4210= 1 SKt II 1.5X1 II -2= 4x10= 316= 14-8-0 14-8-0 Plate Offsets X Y 4:0-1-8 Ede 5:0-1 9:Ed e,0-1-8 LOADING(psf) SPACING- 2-M CSI. DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.61 Vert(LL) -0.26 12-13 >662 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.60 Vert(TL) -0.39 12-13 >441 240 BCLL 0.0 Rep Stress Incr NO WB 0.93 Horz(TL) 0.06 9 n/a n/a BCDL 10.0 Code IBC2009/TP12007 (Matrix) Weight:68 lb FT=4%F,4%E LUMBER- BRACING- TOP CHORD 2x4 DF 285OF 2.3E(flat)'Except- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. T2:4x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. BOT CHORD 2x4 OF 285OF 2.3E(flat) WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat)*Except* W4:4x4 SP No.2(flat) REACTIONS. (lb/size) 14=788/0-3-8 (min.0-1-8),9=1927/0-5-8 (min.0-1-8) Max Horz 14=1500(LC 14) Max Grav 14=1 088(LC 4),9=2224(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-14=387/0,9-15=1402/0,8-15=1431/0,2-17=3473/0,3-17=3473/0,3-18=3473/0,4-18=-3473/0,4-19=-4010/0,5-19=4010/0, 5-20=2977/0,6-20=2977/0,6-21=2982/0,7-21=2990/0,7-22=0/1429,22-23=0/1430 BOT CHORD 13-14 /3549,12-13 /5510,11-12=0/5510,10-11=0/5510,9-10=0/2490 WEBS 7-9=2545/0,2-14=2249/0,7-104)/2347,2-13=0/1729,6-10=373/57,3-13=571/0,5-10=1504/0,4-13=967/117 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of fhe fabricator to increase plate saes to account for these factors. 3)Attach ribbon block to truss with 3-10d nails applied to flat face. 4)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSVI-Pl 1. 5)This truss has been designed for a moving concentrated load of 250.01b live and 50.01b dead located at all mid panels and at all panel points along the Top Chord,concurrent with live and dead loads. 6)"Semi-rigid pitchbreaks including heels"Member end"model was used in the analysis and design of this truss. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8)CAUTION,Do not erect truss backwards. 9)Hanger(s)or other connection devioe(s)shall be provided sufficient to support concentrated load(s)1500 lb right at 14-0-0 on top chord. The design/selection of such connection devices)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Irnxease=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert 9-14--20,1-8--100 Concentrated Loads(lb) Vert 8=1000 Hoe 23=1500(F) FJob Truss Truss Type Qty Ply Upper Ridge Flats East Northampton,MA F22A FLOOR 10 1 Job Reference o bona"ucts ID:NPmnNdcOfHSPgJ4wwow_BZzqud7-eQNOwLGeK2PzBiiCDhnB3gVgveMgQ3CT3HNf gj 4 1 2.4-1 1-7-2 1 2-4-1 0148 1.SXt II 3x4= 1SYi II 1.SYi II 13M II 16 24�_ 17 3 18 4 19 5 3A= 20 6 2181alcony ffger 7-114"deep, 6 2 2 d w4 13 12 11 10 4n10= 1.SC1 II 1.5X1 I 4x10= 4z10= 3d= 14-8-0 14-8-0 Plate Offsets KY 4:0.1-8 Ede 5:D-1-8,Ed e, 9:Ed a 0-1-8 LOADING(psf) SPACING 2-M CSI. DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.73 Vert(LL) -0.29 10-11 >602 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.63 Vert(TL) -0.45 10-11 >382 240 BCLL 0.0 Rep Stress Inor YES WB 0.74 Horz(TL) 0.07 9 n/a n/a BCDL 10.0 Code IBC20091TP12007 (Matrix) Weight:56 lb FT=4%F,4%E LUMBER- BRACING TOP CHORD 2x4 SPF 210OF 1.8E(flat) TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc puriins, except end verficals. BOT CHORD 2x4 SPF 210OF 1.8E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat)"Except" W4:4x4 SP No.2(flat) REACTIONS. (lb/size) 14=865/0-3.8 (min.0-1-8),9=850/0.5-8 (min.0-1-8) Max Grav 14=1 165(LC 4),9=1147(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-14=382/0,9-15=377/0,8-15=385/0,2-17=3788/0,3-17=3788/0,318=3788/0,4-18=3788/0,4-19-4644/0,519=-4644/0, 520=3896/0,6-20=389610,6-21=3896/0,7-21=3896/0 BOT CHORD 13-14 /7127,12-13 /4644,11-12 /4644,10-11-0/4644,9-10=0/2377 WEBS 2-14=244410,2-13=0/1 881,3-13=540/0,7-9=256310,7-10=0/1836,6-10=548/0,510=1207/0,4-13=1308/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. it is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Attach ribbon block to truss with 3-1 Od nails applied to flat face. 4)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/rPI 1. 5)This truss has been designed for a moving concentrated bad of 250.O1b live and 50.0Ib dead located at all mid panels and at all panel pants along the Top Chord,concurrent with live and dead loads. 6)"Semi-rigid pitchbreaks including heels"Member end fotity model was used in the analysis and design of this truss. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-M oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Upper Ridge Flats East Northampton,MA 15040859 FF F22 FLOOR 12 1 Job Reference bona) Universal Forest Products 7.610 s Jan—2015 MiTek Industries,Inc. Fri May 29 05:49:54 2015 Page 1 I D:N Pmn NdcGfH SPgJ4wwow_BZzqud7-WN2d2HhAPbUe3UcAzJ RAfm2ouiK?woXYGTUgVxz814 1 1-9-11 1 24-1 1-9-2 2-4-1 0*8 11 r 1SKt II 3M= 1.5C1 II 1.5+0 II 13xM1 16 24,S- 17 3 18 4 18 5 3x1- 20 6 21 74A 22 8 d 2 13 12 11 10 4z10= 1.W II t.5K II 4x10= 3Y_ 36 14-M 14-8-0 Plate Offsets(X,Y)- 1:Ed e,0-1-8 4:0-1-8,Ed 5:0-1-8,Ed e LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.72 Vert(LL) -0.29 12-13 >604 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.62 Vertol) -0.45 12-13 >385 240 BCLL 0.0 Rep Stress Ina YES WB 0.75 Horz(TL) 0.07 9 n/a n/a BCDL 10.0 Code IBC2009/TPI2007 (Matrix) Weight:54 lb FT=4%F,4%E LUMBER- BRACING- TOP CHORD 2x4 SPF 2100F 1.8E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOT CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) REACTIONS. (Ib/size) 14=865/0-3-8 (min.0-1-8),9=859/0-5-8 (min.0-1-6) Max Grav 14=1 165(LC 4),9=1157(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=382/0,9-15=380/0,8-15=380/0,2-17=3792/0,3-17=3792/0,3-18=3792/0,4-18=3792/0,4-19-463010,5.19=-4630/0, 5-20=379210,6-20=379210,6-21=3792/0,7-21=3792/0 BOT CHORD 13.14=0/2227,12-13 /4630,11-12 /4630,10-11 /4630,9-10=0/2225 WEBS 2-14=244510,2-13=011 886,3-13=544/1,7-9=2438/0,7-10=0/1889,6.10=545/1,5-10=1302/0,4-13=1302/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Attach ribbon block to truss with 3-10d nails applied to flat face. 4)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)This truss has been designed for a moving concentrated bad of 250.01b live and 50.01b dead located at all mid panels and at all panel points along the Top Chord,concurrent with live and dead loads. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-M oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Upper Ridge Flats East Northampton,MA 'pe ----7 15040859BF F21L GABLE 2 1 Job Reference(optional) Univeisal-Forest Products 7.610 s Jan 29 2015 Mi-rek Industries,Inc. Fri May 29 05:49:49 2015 Page 1 ID:NPmnNdoDfHSPqJ4wwow-BZzqud7-9PEk?ZeI a3sLyikCAmr?.y)L4uhItFh)(p6BnvrkzBI5( 01�8 S�-1�4 3*!l 1 28 2 29 3 3D 4 31 5 32 6 33 7 34 a 35 9 36 10 37 11 36 12 39 13 sT I sT1 VT1 9 He, 7 26 25 24 22 21 20 19 18 17 16 14 1:-44-60 4 0-9 10�1�0 L2�11 1 3 411"1 0 -0 U-0 11-90 1: _0 14_0 1 4:b 1:4 Plate Offsets(X,Y)- [11 3:0-1-8,Edgel LOADING(psf) SPACING- 2-M CS1. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.23 Vert(LL) n/a n/a 999 hmo 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.04 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 14 n/a n/a BCDL 10.0 Code IBC2009fTP12007 (Matrix) Weight 57 lb FT=4%F,4%E LLIMBER- BRACING- TOPCHORD 2x4 DF 285OF 2.3E(flat) TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins, except end verticals. BOTCHORD 2x4 OF 285OF 2.3E(flat) BOTCHORD Rigid ceiling directly applied or 10-M oc;bracing. WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) OTHERS 2x4 SPF No.2 or 2x4 SPF Stud(flat) REACTIONS* All bearings 16-". (lb)- Max Grav All reactions 250 lb or less at joint(s)except 26--371(LC 2),14--373(LC 15),25=447(LC 16),24=458(LC 17),23=456(LC 18), 22=456(LC 19),21=456(LC 20),20=456(LC 21),19=456(LC 22),18=456(LC 23),17=458(LC 24),16=450(LC 25),15=480(LC 26) FORCES. (lb)-Max.Comp.[Max Ten.-AJI forces 250(1b)or less except when shown. TOPCHORD 1-26�357/0,14-27�365/0,13-27�365/0 WEBS 2-25=-42410,3-24=-431/0,4-23=42910,5-22=-430/0,6-21=429/0,7-20=-429/0.&-19=-430/0,9-18=-429/0,10-17=-431/0, 11-16=-424/0,12-15-44910 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)As requested,plates have not been designed to provide for placement toleranoes or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)AM plates are 1.5x3 MT20 unless otherwise indicated. 4)Attach ribbon block to truss with 3-1 Dd nails applied to flat face. 5)Gable requires conlinuous bottom chord bearing. 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 7)Gable studs spaced at 1 A-0 oc. 8)This buss is designed in aocordance with the 2009 International Building Code section 2306.1 and referenced standard ANSIfrPI 1. 9)This truss has been designed for a moving concentrated load of 250.01b live and 50.01lb dead located at all mid panels and at all panel points along the Top Chord,concurrent with live and dead loads. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 11)Recommend 2x6strongbacks,on edge,spaced at 10-M oc;and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by olinar means. 12)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Upper Ridge Flats East Northampton,MA 15040859BF F21 FLOOR 12 1 Job Reference(optional) Universal Forest Products 7.610 s Jan 29 2015 M11 ek Industries,Inc. Fri May 29 05:49:29 2015 Pa e 1 ID:NPmnNdcOfH SPgJ4wwow_BZzqud7-IZ1ApkOUHwLB7eCM?7t WY2doFZTwtW4xs7uzB15 1-9-11 2-4-1 1-7-3 2-4-1 1-8-7— ION8 r � SraW=126. 34 4�= 1.5a'i 3w 1.5411 4G= t 18 2 19 3 26 4 21 5 W— 22 6 23 7 24 6 25 9 d d 15 14 13 12 11 4M= 1.SK4 II 1.SY1 II 44= 44_ 3,E= 3.= 144-9 16-4-0 14-4-9 1-11-7 Plate Offsets(X,Y)— 4:0-1-8 Ede 5:0-1 Ed e, :0-1-8,Ed e LOADING(psf) SPACING- 2-M CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) -0.36 12-13 >537 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.61 Vert(fl-) -0.58 12-13 >335 240 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(TL) 0.07 10 n/a n/a BCDL 10.0 Code IBC2009/TPI2007 (Matrix) Weight:70 lb FT=4%F,4%E LUMBER- BRACING- TOP CHORD 2x4 DF 2850F 2.3E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOT CHORD 2x4 DF 285OF 2.3E(flat) BOT CHORD Rigid ceiling directly applied or 104)-0 oc bracing. WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) REACTIONS. (lb/size) 10--95910-5-8(min.0-1-8),16--965/0-M (min.0-1-8) Max Gray 10=1258(LC 13),16=1265(LC 4) FORCES. (lb)-Max CompJMax Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-16=382/0,10-17=1247/0,0-17=1246/0,2-19=423010,3-19=4230/0,3-20=-4230/0,4-20=-4230/0,4-21=5576/0,521=5576/0, 5-22=5367/0,6.22=5367/0,6-23=5367/0,7-23--5367/0,7-24=241010,8-24=2410/0,8-25--2377/0,9-25--2377/0 BOT CHORD 15-16 /2457,14-15=0/5576,13-14=0/5576,12-13-0/5576,11-12=0/4135 WEBS 8-11=51710,2-16=2697/0,2-1512115,315=506125,7-11=2025/0,7-12=0/1588,6-12=59310,512=734/190,4-15=1802/0, 9-11=0/2561 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate s¢es to account for these factors. 3)Attach ribbon block to truss with 3-1 Od nails applied to flat face. 4)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)This truss has been designed for a moving concentrated load of 250.01b live and 50.O1b dead located at all mid panels and at all panel points along the Top Chord,concurrent with live and dead loads. 6)"Semi-iigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 310d(0.131"X 3")nails. Strongbac ks to be attached to walls at their outer ends or restrained by other means. 8)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type 17:1 ly Upper Ridge Flats East Northampton,MA 15040859BF F14GE FLOOR SUPPORTED GABL 1 Job Reference(optional) Universal Forest Products 7.610 s Jan 29 2015 MTek Industries,Inc. Fri May 29 05:48:52 2015 Page 1 ID:NPmnNdcOfHSPgJ4wwow_BZz(q�u�d_7-KSIB24xH?YgRdytFLlKd9hUMailkOxrQ?gTOKXZBI5 Z tsa II 3:a n Sr =15. T1 d 5 W1 W1 N2 4 I 4 B-1 B1 4 3 I 3M 3zl- 1-$- 1-8-0 LOADING(psf) SPACING 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) We n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC OA2 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(rL) 0.00 3 n/a n/a BCDL 10.0 Code lBc2009/TP12007 (Matrix) Weight 7 lb FT=4%F,4%E LUMBER- BRACING- TOP CHORD 2x4 SPF No2(flat) TOP CHORD Structural wood sheathing directly applied or 1-8-0 oc puriins, except end verticals. BOT CHORD 2x4 SPF No-2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 or 2z4 SPF Stud(flat) REACTIONS. (Ib/size) 4=79/1-8-0 (min.0-1-8),3=85/1-M (min.0-1-8) FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 2)Attach ribbon block to truss with 3-1 Od nails applied to flat face. 3)Gable requires continuous bottom chord bearing. 4)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 5)Gable studs spaced at 1.4.0 oc. 6)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Type Qty Ply Upper=Pjdge Flats East Northampton,MA Job T ss Truss Type 15040859BF 1`13L� GABLE 4 1 lob Reference(optional) 7..610 s Jan 29 2015 Mi I eK Industries,Inc. I-n may Z9 UO'48:41 zulo Pa Universal Forest Products d ID:NPmnNdcOfHSPqJ4wwow-BZzqud7--UVI-Mt8AO28WB_rYlkSSenVBhbRjfEhsMdfK7-16_ 0-�-8 ScaW 1.45.0 3A FP= 3" 47 2 48 3 49 4 so 5 51 6 52 7 63 8 54 9 55 10 56 1-, 12 13 57 14 5B 15 59 16 60 17 61 18 62 19 63 M 64 21 0 M 66 23 . ................ .. 12 STI .......... ........... .......... V 45 43 42 41 40 39 38 37 36 35 U 33 32 31 M 29 28 27 A 25 3A i. 3A- 34 FP-. 4-0 14 8-0 1 116%0 117 4 0 1 L8 0 0 0 212 �'4 0 2�'0 �N6�817 8 0 1 4-0: 13 0 1 _0 1 14; T; 1-4-; 11-11-6 1-Z iZo-1 7-Z 1�i:-20 1 �IZ 1 �1-4-0 1 0 _4_ --4 4� W 114'. LOADING(Psf) SPACING- 2-M GSI. DEFL- in (loc) I/defi Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.19 Vert(LL) n/a n/a 999 MT20 1971144 TCDL 10.0 Lumber DOL 1.00 BC 0.03 Vert(TI-) n/a n/a 999 BCLL 0.0 Rep Strew Incr YES WI3 0.09 Horz(TL) 0.00 24 n/a rVa BCDL 10.0 Code IBC2009/TPI2007 (Matrix) Weight:83 lb FT=4%F,4%E LUMBER- BRACING- TOPCHORD 2x4 SPF 210OF 1.812(flat) TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOTCHORD 2x4 SPF 210OF 1.8E(ftat) BOTCHORD, Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 or 2x4 SPF Stud(fiat) OTHERS 2x4 SPF No.2 or 2x4 SPF Stud(flat) REACTIONS. Al bearings 274�1-0. (lb)- Max Uplift All uplift 100 lb or less atjoint(s)24 MaxGrav All reactions 250 lb or less atjoings)except 45--34&(LC 2),24--344(LC 24),44--458(LC 27),43=457(LC 28),42=457(LC 29), 41=457(LC 30),40=457(LC 31),39=457(LC 32).38=457(LC 33),37=457(LC 34),36=457(LC 35),35--457(LC 36),34=457(LC 37), 33--457(LC 38),32=457(LC 39),31=457(LC 40),30=457(LC 41),29=457(LC 42),28=457(LC 43),27=456(LC 44),26=462(LC 45), 25=431(LC 46) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 45-46=-44410,1-46�34510,23-24--335/16 WEBS 2-44�430/0,3-43=-431/0,4-42�430/0,5-41�430/0,6-40�43010,7-39�430/0,8-38--430/0,9-37=-430/0,10-36--430/0, 11-35=-43010,13-34--430/0,14-33--430/0,15-32=-43010,16-31=-430/0,17-30�430/0,18-29=-430/0,19-28=-431/0,20-27=-429/0, 21-26=-434/0,22-25=409/0 NOTIES- 1)Unbalanced floor live loads have been considered for this design. 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)All plates are 1.5x3 MT20 unless otherwise indicated. 4)Attach ribbon block to truss with 3-1 Od nails applied to flat face. 5)Gable requires continuous bottom chord bearing. 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 7)Gable studs spaced at 1-4-0 oc. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)24. 9)This bun is designed in accordance with the 2009 International Building Code section 23D6.1 and referenced standard ANSVT-PI 1. 10)This truss has bean designed for a moving concentrated bad of 250.01b live and 50.01b dead k)cated at all mid panels and at all panel points along the Top Chord,concurrent with live and dead loads. 11)"Semi-rigid pitchbreaks;including heels*Member end fixity model was used in the analysis and design of this truss. 12)Recommend 2x6 strongbacks,on edge,spaced at 10-M oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks;to be atta&ed to walls at their outer ends or restrained by other means. 13)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty_75�Ref Northampton,MA 15040859BF F13A FLOOR 16 Universal Forest Products 7.610 s Jan 29 2015 Mi I ek Industries,Inc. Fri May 29 05:4529 2015 Page 1 ID:NPmnNdcOfliSPgJ4wwow_BZzqud7-nOXSRft1xpA5EmisEx9A1 QuaZOtuBKxN Kko9jozBl 0-1-8 Hr-1 9-11 T=1' 1-10-10-ii 2�--41 1F--� 5®le-1 a2 1.51011 3x6= 1.513 II 3 = 34= 1.513 II 3,A FP= 4x6= 3x4 11 4x6= 1.5X0 II 31W= 3x4= 1.5X0 II 3x6= 3A II 1 30 2 31 3 32 4 33 5 3a 6 7 6 35 9 36 10 37 11 38 12 39 13 40 14 41 15 42 16 1 27 26 25 24 22 21 20 19 16 3x6= 34= 1.5X1 II 1.511 II 4x10= 4x10= 31A FP=4M= 1.511 II 1.511 II 31A= 34= 13-0-0 26-0-0 13-0-0 13-0-0 Plate Offsets X 4:0-1-8,Ed a 5:0-1-8,Ed e, 12:0-1-8 Ede [13:13-1-8,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Ydefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.52 Vert(LL) -0.16 18-19 >939 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.54 Vert(TL) -0,25 18-19 >610 240 BCLL 0.0 Rep Stress Ina YES WB 0.82 Horz(TL) 0.04 17 n/a n/a BCDL 10.0 Code IBC2009fTP12007 (Matrix) Weight:97 Ib FT=4%F,4%E LUMBER- BRACING- TOP CHORD 2x4 SPF 2100F 1.8E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOT CHORD 2x4 SPF 210OF 1.8E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) 6-0-0 oc bracing:23-24,21-23. REACTIONS. (lb/size) 28=60810-5.8 (min.0-1-8),23=1862/0-5-8 (min.0-1-8),17=614/0-3-8 (min.0-1.8) Max Grav28-906(LC 8),23=2162(LC 32),17=914(LC 23) FORCES. (lb)-Max.CompJMax.Ten.-Al forces 250(lb)or less except when shown. TOP CHORD 28-29=376/0,1-29=-375/0,16-17=-381/0,2-31=2618/0,331=261810,3-32=2618/0,4-32=2618/0,4-33--2563/0,5-33--2563/0, 5-34=1361/242,634=1361/242,6-7=1361/242,7-8=1361/242,8-35=0/2812,9-35=0/2812,9-36--&2812,10-36=0/2812, 10-37=1388/350,11-37=1388/350,11-38=1388/350,12-38=1388/350,12-39=2544/0,13-39=2544/0,13-40=2632/0,14-40=2632/0, 14-41=2632/0,115-41=2632/0 BOT CHORD 27-28=011661,26-27=0125T7,25-26--0/2563,24-25=012563,23-24--909/81,22-23=1038/2D4,21-22=1038/204,20-21=0/2544, 19-20=0/2544,18-19=012544,17-18=011652 WEBS 9-23=529/0,2-28=181710,2-27 /1162,3-27=516138,8-23=2541/0,8-24=0/2078,6-24=52810,5-24=153210,4-27=-4031324, 1517=1814/0,10-23=2530/0,15-18=0/1226,10-21=0/1992,14-18=554/0,11-21=-467/27,13-18=251/433,12-21=1505/0,12-20 /255 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Attach ribbon block to truss with 3-10d nails applied to flat face. 4)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)This truss has been designed for a moving concentrated load of 250.01b live and 50.Olb dead located at all mid panels and at all panel points along the Top Chord,concurrent with live and dead loads. 6)"Semi-rigid pitchbreeks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Recommend 2x6 strongbacxs,on edge,spaced at 1040-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply U�Reflew- 7.6lusjan29�East orthampton,MA 15040859BF F13 FLOOR 20 1 J Universal Forest Products 2015 MiTek Industries,Inc. Fri May 29 05:4524 2015 Pagel ID:NPmnNdcOfHSPgJ4wwow_BZzqud7-QRkZOyQc_eTxf zH9cbsjgtfUs8CfeDpAS401bzBI9 0-1-8 HI 1-9-11 i 2-4-1-� 1-10-10 1 2- -4 1 -i sm>=1,45 WO= 1.5X1 II 34= 1.5X4 II 3M= 3M= 1.5X1 II 34 FP= 3M II 44= 1.5X1 3M= 3M= 1.5X1 34= 3M II 30 2 31 3 32 1 33 5 31 6 35 7 6 36 9 37 10 36 11 n 12 40 13 41 14 42 15 43 16 III I � 1 l 27 26 25 24 22 21 20 19 t8 34= 44= 1.5X1 II 1.5X1 4M0= 4x10= 34 FP= 410= 1.5X1 II 1.5X1 11 34= 34= 14-8-0 27-8-0 14-8-0 13-0-0 Plate Offsets(X,Y)- 4:0-1-8 Ede 5:0-1-8,Ed 12:0-1-8,Ed 13:0-1-8 Ed e LOADING(psf) SPACING- 2.0-0 CSI. DEFL in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.76 Vert(LL) -0.30 26-27 >589 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.72 Vert(TL) -0.46 26-27 >379 240 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(TL) 0.06 17 n/a n/a BCDL 10.0 Code IBC2009/TPI2007 (Matrix) Weight 102 lb FT=4%F,4%E LUMBER- BRACING- TOP CHORD 2x4 SPF 2100F 1.8E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOT CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) 6-0-0 oc bracing:23-24,21-23. REACTIONS. (lb/size) 28=719/0-5-8 (min.0-1-8),17=606/0-3-8 (min.0-1-8),23--1959/0-5-8 (min.0-1-8) Max Grav28=1017(LC 8),17=906(LC 23),23--2261(LC 15) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 28-29=382/0,1-29=382/0,16-17=-38110,2-31=3214/0,3-31=3214/0,3-32=3214/0,4-32=-321410,4-33=338510,5-33=3385/0, 5.34=1594/161,6-34=1594/161,6-35=1594/161,7-35=1594/161,7.8=1594/161,8.36=012989,9-36=0/2989,9-37=012989, 10-37 /2989,10-38=1337/462,11-38=1337/462,11-39=13371462,12-39=1337/462,12-40=248810,13-40=2488/0,13-41=2600/0, 14-41=260010,14-42=2600/0,15-42=2600/0 BOT CHORD 27-284/1913,26-27=0/3385,25-26=0/3385,24-25=013385,2324=821/137,22-23=1192/200,21-22=1192/200,20-21=0/2488, 19-20 /2488,18-19=/2488,17-18=0/1635 WEBS 9-23=528/0,2-28=2095/0,2-27=0/1 604,327=598/0,8-23=2766/0,8-24=0/2287,6-24=-193134,5-24=204210,5-25=0/252, 4-27=5161248,15-17=1795/0,10-23=2544/0,15-18=011209,10-21-0/2003,14-18=556/0,11-21=-465/30,1318=2281459, 12-21=1533/0,12-20=0/261 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to acoount for these factors. 3)Attach ribbon block to truss with 31 Od nails applied to flat face. 4)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)This truss has been designed for a nerving concentrated bad of 250.01b live and 50.0Ib dead located at all mid panels and at all panel points along the Top Chord,concurrent with live and dead loads. 6)"Semkrigid pitehbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 310d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type City ply Upper Ridge Flats East Northampton,MA 15040859BF F12L GABLE 2 1 —0-f--1� 1 7.610 s Jan 29 2015 MiTek Industries,inc. Fri May 29 05-45,14 2015 Pa a 1 Universal Forest Products ID:NPmnNde0friSPqJ4wwow-BZzqud7-jV7nHXJXLZCMTSCMZWPVJjS5xqvUJKaWKtv=fs 19 0 1 8 T�F 3M 1 26 2 27 3 28 4 29 5 3D a 31 7 32 33 9 34 10 35 11 36 12 ...... ........... STJ Will sTi sti STI ST! ............ .......... ... ........ ............. .................. rXXX XXX �N X X X X X X Is 1 17 Is 14 13 24 23 2, 2-8-0 4-0-0 5-4-0 6-8-0 B-0-0 9-4-0 1 0-M 12-M 13-4-0 14-8-0 0 1-4.0 1-4-0 1-4-0 Plate Offsets(X,Y)-11:Edge,0-1& J,124:Edqe.0-1-81 LOADING(psf) SPACING- 2-0-0 CS1. DEFIL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.19 Vert(LL) n/a n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.04 Vert(TL) n/a n1a 999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 13 n/a n/a BCDL 10.0 Code IBC20091TPI2007 (Matrix) Weight:45 lb FT=4%F,4%E LUMBER- BRACING- TOPCHORD 2x4 SPF 210OF 1.8E(flat) TOPCHORD Structural wood sheathing directly applied or 6-M oc purlins, except end verticals. BOTCHORD 2x4 SPF 21 OOF 1.8E(flat) BOTCHORD Rigid ceiling directly applied or 1 G-0-0 oc bracing. WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) OTHERS 2x4 SPF No.2 or 2x4 SPF Stud(flat) REACTIONS. AJI bearings 14-8-0. (lb)- Max Grav All reactions 2.50 lb or less at joint(s)except 24--367(LC 2),13--350(LC 14),23=454(LC 15),22=458(LC 16),21=457(LC 17), 20=457(LC 18),19=457(LC 19),18�457([-C 20),17=457(LC 21),16=457(LC 22),15=458(LC 23),14--453(LC 24) FORCES. (lb)-Ma)L Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-24�355/0,13-25--347/0,12-25--347/0 WEBS 2-Z3--427/0,3-22=-43110,4-21�430/0,5-20=-430/0,6-19=-430/0,7-18=430/0.B-17=430/0,9-16=-430/0,10-15=-431/0, 11-14=427/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Al plates are 1.5x3 MT20 unless otherwise indicated. 4)Attach ribbon block to truss with 3-1 Od nails applied to flat face. 5)Gable requires continuous bottom chord bearing. 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 7)Gable studs spaced at 1-4-0 oc. 8)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSIfTPI 1. 9)This truss has been designed for a moving concentrated load of 250.Olb live and 50.01b dead located at all mid panels and at all panel points along the Top Chord,concurrent with live and dead loads. 10)"Semi-rigid pftchbreaks including heels"Member end fxIty model was used in the analysis and design of this truss. 11)Recommend 2x6 strongbacks,on edge,spaced at 10-M oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at thair outer ends or restrained by othar means. 12)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type city T7Upper Ridge Flats East Northampton,MA 150408596E F12B FLOOR 4 ob Reference tional Universal Forest Products 7.610 s Jan 29 2015 MTek Industries,Inc. Fri May 29 05:52:02 2015 Page 1 ID:NPmnNdcOfHSPgJ4wwow_BZzqud7-m?nOw2FSFwcTP9PmTCkBrmLiOlOAveNOhNVS?WzBI 1-9 11 2-4-1 1-7-2 2-4-1 0}{8 swie=19. ,.SYi II 7 Balcorlytedger 7-1/4"deeM 1324 II 1fi 24._ 17 3 18 4 19 5 3x4— 20 6 21 7 22 23 fi 72 2 2 W4 15 13 12 11 10 4M— 1.5�II 1.W II 4x12— 4210= 35= 14-8-0 14-8-0 Plate Offsets XY 1:E e01-§ 4:0-1-8Ed a 5:0-1-8,Ed e, :Ed 0-1-8 LOADING(psf) SPACING- 2-M CS1. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.61 Vert(LL) -0.26 12-13 >662 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.60 Vert(TL) -0.39 12-13 >441 240 BCLL 0.0 Rep Stress Incr NO WB 0.93 Horz(TL) 0.06 9 n/a Na BCDL 10.0 Code IBC2009/TP12007 (Matrix) Weight:68 lb FT=4%F,4%E LUMBER- BRACING- TOP CHORD 2x4 DF 285OF 2.3E(flat)`Except" TOP CHORD Structural wood sheathing directly applied or 64)-0 oc puriins, except end verticals. T2:4x4 SP No-2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 DF 285OF 2.3E(flat) WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat)"Except" W4:4x4 SP No.2(flat) REACTIONS. (lb/size) 14=78810-3-8 (min.G-1-8),9--1927/0-5-8 (min.0-1-8) Max Horz 14=1500(LC 3) Max Grav 14=1088(LC 4),9=2224(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-14=387/0,9-15=1402/0,8-15=1431/0,2-17=3473/0,3-17=3473/0,3-18=-3473/0,4-18=3473/0,4-19=-4010/0,5-19=-4010/0, 5-20=2977/0,6-20=2977/0,6-21=298210,7-21=299010,7-22 /1429,22-23-0/1430 BOT CHORD 13-14=0/3549,12-13=0/5510,11-12=0/5510,10-11=0/5510,9-10=012490 WEBS 7-9=2545/0,2-14=224910,7-10 /2347,2-13=011729,6-10=373/57,313=571/0,5-10=1504/0,4-13=9671117 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Attach ribbon block to truss with 3-1 Od nails applied to flat face. 4)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSUTPI 1. 5)This truss has been designed for a moving concentrated bad of 250.01b live and 50.0Ib dead located at all mid panels and at all panel points along the Top Chord,concurrent with live and dead loads. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 310d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8)CAUTION,Do not erect truss backwards. 9)Hangers)or other connection devioe(s)shall be provided sufficient to support concentrated load(s)1500 lb right at 14-0-0 on top chord. The design/selection of such connection devioe(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert 9-14=20,1-8=100 Concentrated Loads(lb) Vert 8=1000 Hoe 23=1500(F) Job Truss Truss Type Qty Ply Upper Ridge F7(optional)Northampton,MA 15040859BF F12A FLOOR 10 1 Job Reference Universal Forest Products 7.610 s Jan 29 2015 MiTek Industries,Inc. Fri May 29 05:44:49 2015 Page 1 ID:NPmnNdcOfHSPgJ4wwow_Bzzqud7-yi6K2_?rEu3vzcoYcmSeoSwhllEUys3f7W6117zB19 1-9-11 1 1 2-4-1 1-7-2 2-4-1 0}1{8 sob=1:23. 1 Balcony ledger 7-1/4"deep,,,, 1 1.SY,II 3x1= 13x4 11 16 241 _ 17 3 18 4 19 5 20 6 21 7410= 22 8 W d W4 d 13 12 11 10 4x10= 1.W 11 1.5,4 11 Ono= 400= 3A= 14-8-0 14-8-0 Plate Offsets(X.Y 1:Ed e,0-1-8 4:0-1-8,Ed a 5:0-1-8 Ed e, 9:Ed a 0-1-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.73 Vert(LL) -0.29 10-11 >602 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.63 Vert(TL) -0.45 10-11 >382 240 BCLL 0.0 Rep Stress Ina YES WB 0.74 Horz(TL) 0.07 9 n/a n/a BCDL 10.0 Code IBC20091TPI2007 (Matrix) Weight:56 lb FT=4%F,4%E LUMBER- BRACING- TOP CHORD 2x4 SPF 2100F 1.8E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOT CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat)'Ekcept' W4:4x4 SP No.2(flat) REACTIONS. (lb/size) 14=865/0-3-8 (min.0-1-6),9=850/0-5-8 (min.0-1-8) Max Grav 14=1165(LC 4),9=1 147(LC 12) FORCES. (lb)-Max CompJMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-14=382/0,9-15=377/0,8-15=385/0,2-17=3788/0,3.17=3788/0,3-18=3788/0,4-18=3788/0,4-19--11644/0,519=-4644/0, 520=3896/0,6-20=3896/0,6-21=3896/0,7-21=3896/0 BOT CHORD 13-14=0/2227,12-13=0/4644,11-12=0/4644,10-11=0/4644,9-10=012377 WEBS 2-14--244410,2-13--0/1881,3-13=540/0,7-9=2563/0,7-10=0/1838,6-10=548/0,510=T207/0,4-13=1308/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate saes to account for these factors. 3)Attach ribbon block to truss with 3-1 Od nails applied to flat face. 4)This miss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)This truss has been designed for a moving concentrated load of 250.01b live and 50.01b dead located at all mid panels and at all panel points along the Top Chord,concurrent with live and dead loads. 6)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type city Ply Upper Ridge Flats East Northampton,MA 15040859BF F12 FLOOR 12 1 Job Reference tional Universal Forest Products 7.610 s Jan 29 2015 Mi I LK Industries,Inc. Fri May 29 05:44:44 2015 Paggee 1 I D:N PmnNdcOfH SPgJ4wwow_BZzqud7-bkJ R_HxjPLQdsrwbpDtT5OCg7kW U H bnwzEOGdVZ619 1-9-11 , , 24-1 11 1-9-2 ' 'r 2-4-1 1 0N8 I S-W=123 1.51311 3.= 1.50 II 1.W II 13 II 16 20i8- 17 3 16 4 19 5 - 20 6 21 74a- 22 8 d 13 12 11 10 4x10= 1.513 It 1.53 II 4x10= 36= M= 14-8-0 14-8-0 Plate Offsets(X,Y)— 1:Ed e,0-1-8 4:0-1-8 Ede 5:0-1-8 Ed e LOADING(psf) SPACING- 2-M CSI. DEFL in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TIC 0.72 Vert(LL) -0.29 12-13 >604 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.62 Vert(rL) -0.45 12-13 >385 240 BCLL 0.0 Rep Stress Incr YES WB 0.75 Hoa(TL) 0.07 9 n/a n/a BCDL 10.0 Code IBC2009/TP12007 (Matrix) Weight:54 lb FT=4%F,4%E LUMBER- BRACING- TOP CHORD 2x4 SPF 2100F 1.8E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur ins, except end verticals. BOT CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) REACTIONS. (Ib/size) 14=865/0-3-8 (min.0-1-8),9=859/0-5-8 (min.0-1-8) Max Grav 14=1 165(LC 4),9=1157(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-14=382/0,9-15=380/0,8-15=380/0,2-17=3792/0,3-17=3792/0,3-18=3792/0,4-18=379210,4-19--4630/0,519==4630/0, 5-20=3792/0,6-20=3792/0,6-21=3792/0,7-21=3792/0 BOT CHORD 13-14=0/2227,12-13=0/4630,11-12=0/4630,10-11=0/4630,9-10=0/2225 WEBS 2-14=2445/0,2-13=0/1886,3-13=544/1,7-9=243810,7-10=011889,6-10=545/1,510=1302/0,4-13=1302/0 NOTES- 1)Unbalanced floor live loads have been oonsidered for this design. 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Attach ribbon block to truss with 3-1 Od nails applied to flat face. 4)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI1TPI 1. 5)This truss has been designed for a moving concentrated load of 250.01b five and 50.01b dead located at all mid panels and at all panel points along the Top Chord,concurrent with live and dead loads. 6)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-M oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard T�russ Type oty Pty .East Northampton,MA �Upper Ridge Flats ��GAILE 2 Truss Job �10 ��� Truss Type 15040859BF F111 Job Reference jqptional) _-Univers.1-Forest Products ID:NPmnNdcOfHSPqJ4wwow'_g'Zzqud7-xLTB-6WZXFMLzGYob70NsxuibuMfYaF8aoOlqYzBlB1 01�8 3A 3*:l 1 28 2 29 3 3D 4 31 5 32 6 33 7 a 35 9 36 10 37 11 38 12 39 13 ................ ............ ...................... -4 1 _j. L Jj r" ;M sr V $T ... ............ el—-------- ................... .............. 25 24 23 21 20 19 is 17 16 14 3* 148�09 4-0-0 5-4-0 6-8-0 011 1 1200 1 L3'0 1 114-4 9 14-8,0 16-4-0 1:�_ 1_ _0_; -3-' -8-0 74 1-4:0 1Z 1 _0 1 41� 7 1 4:-90 Plate Offsets(X.Y)-- 113:0-1-8,Edqel LOADING(psf) SPACING- 2-M CS1. DEFL in (loc) 11derf! Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1�00 TC 0.15 Vert(LL) n1a n/a 999 KAT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.05 Ved(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Hom(TL) 0.00 14 n/a n/a BCDL 10.0 Code IBC2009/TP12007 (Matrix) Weight:57 lb FT=4%F,4%E LUMBER- BRACING- TOPCHORD 2x4 OF 285OF 2.3E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verficals. BOTCHORD 2x4 OF 285OF 2.3E(flat) BOTCHORD Rigid ceiling directly applied or 10-"oc bradng. WEBS 2x4 SPF N0.2 or 2x4 SPF Stud(flat) OTHERS 2x4 SPIF No.2 or 2x4 SPF Stud(flat) REACTIONS. All bearings 16-". (lb)- Max Grav All reactions 250 lb or less at joings)except 26--374(LC 2),14--360(LC 15),25=444(LC 16),24=459(LC 17),23=455(LC 18), 22=456(LC 19),21=456(LC 20),20=456(LC 2 1),1 9=456(LC 22),18--456(LC 23),17=458(LC 24),16=451(LC 25),15=476(LC 26) FORCES. (lb)-Max.CornpJMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-26�359/0,14-27�357M,13-27�357/0 WEBS 2-25=42210,3-24=-431/0.4-23=429/0,5-22=-430/0.6-21=-429/0,7-2O�429/0,8-19=-430/0,9-18=-429/0,10-17=-430/0, 11-1 6=426fO,12-15=-443/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility ofthe fabricator to increase plate sizes to account for these factors. 3)All plates are 1.5x3 MT20 unless otherwise indicated. 4)Attach ribbon block to truss with 3-1 Od nails applied to flat face. 5)Gable requires continuous bottom chord bearing. 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 7)Gable studs spaced at 14-0 oc. 8)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSlrFpl 1. 9)This buss has been designed for a moving concentrated load of 250.Olb live and 50.Olb dead located at all mid panels and at all panel points along the Top Chord,concurrent with live and dead loads. 10)"Sernkigid pitchbrealks including heels"Member end fixity model was used in the analysis and design of this truss. 11)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 12)CAUrTION,Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type 12 Ply Upper Ridge Flats East Northampton,MA 15040859BF F11 GABLE 12 1 Job Reference tional Universal Forest Products 7.610 s Jan 29 7-O tO? Industries,Inc. Fri May i 05:41:43 2015 Pa 1 ID:NPmnNdcOfHSPgJ4wwow_BZzqud7-OvtO?OIA1 kdlT0aoi71 GDDvfnIENiZHMa2BmvzBIC 1-9-11 2-4-1 ; 1�7-3—�I 2-4-1 1-8-7 _'0x8 3M 4A 1 18 2 19 3 20 4 21 5 3— 22 6 23 7 24 6 25 9 d 15 14 13 12 11 4M= 1.54 11 1.5K II em 3a6= 3,m= 14-4-9 164-0 14.4-9 1-11-7 Plate Offsets XY 4:0-1-8,Ed a 5:0-1-8,Ed e, :0-1-8,Ed e LOADING(psf) SPACING- 2-M CSL DEFL in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) -0.36 12-13 >537 480 MT20 1971144 TCDL 10.0 Lumber DOL 1.00 BC 0.61 Vert(TL) -0.58 12-13 >335 240 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horc(TL) 0.07 10 n/a n/a BCDL 10.0 Code IBC2009/TP12007 (Matrix) Weigh:70 lb FT=4%F,4%E LUMBER- BRACING- TOP CHORD 2x4 DF 2850F 2.3E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 DF 28501'2.3E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) REACTIONS. (lb/size) 10=959/0-5-8 (min.0-1-8),16=965/0-3-8 (min.0-1-8) Max Gray 10=1258(LC 13),16=1265(LC 4) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-16=382/0,10-17=1247/0,9-17=1246/0,2-19=-4230/0,3-19=-4230/0,3-20=-4230/0,4-20=-4230/0,4-21=5576/0,5-21=5576/0, 5-22=5367/0,6-22=5367/0,6-23=5367/0,7-23=536710,7-24=2410/0,8-24=241010,8-25=237710,9-25=237710 BOT CHORD 15-16 /2457,14-15=0/5576,13-14 /5576,12-13-0/5576,11-12 /4135 WEBS 8-11=517/0,2-16=269710,2-15 /2115,315=506/25,7-11=2025/0,7-12=0/1588,6-12=593/0,512=734/190,4-1 5=1 80 210, 9-11=012 5 61 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate saes to account for these factors. 3)Attach ribbon block to truss with 310d nails applied to flat face. 4)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)This tnrss has been designed for a moving concentrated bad of 250.O1b five and 50.0Ib dead located at all mid panels and at all panel points along the Top Chord,concurrent with live and dead loads. 6)"Semi-rigid pitchbreaks including heels"Member end fairy model was used in the analysis and design of this truss. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 310d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard �Pty �Uppe,,Riclge FlatsMEal'North.8,m�p1onMA Truss Type CRY a' 0' GABLE 1 tiona, -1�h R�15.ranca(ontionall 0 , es' T�u May�8 1,1��Ll I�F�8 Job J. '�9215 d 15040859BF ""Sj n 3e 1 Universal Forest Products lD:NPnnnNdc0fHSPqJ4"1;�j9ii�i3�f 66���46K�pwp(�racCt4Tvf4??p4q3fr�_zc O� S�=1:39.3 3*FP= 7 47 a a 10 48 11 49 12 so 13 51 14 M 15 53 16 54 17 65 Is 19 57 20 1 41 2 3 43 4 44 5 45 6 — 014 Y,A A 2S,A 7,A A A A A X Y' X, X X A Z,A,^A A A 29 28 26 25 24 22 21 40 39 38 37 36 35 33 32 31 30 3M V 1741 M 1 4 11 54-0 �-411- 2-0 16-0-0 17-4-0 -2-0 9-4 0 10-8-0 1 L3 4 0 14 8-0 L8 22 M 24 :�-o �0 0 -1-4-V -4-0 14-0 _4-0 IV; 1�-�074- 1: _0 1_4_0 1-4-U 1 4 1 0 1 Plate Offsets ge,0-1:§],[40:Edge,0-1-81 LOADING(psf) SPACING- 2-M CS1 DEFL in (loc) Well L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.31 Vert(LL) n/a n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.07 Vert(TL) rVa n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 21 n1a n/a Weight:73 lb FT=4%F,4%E BCDL 10.0 Code IBC20091TP12007 (Matrix) LIUMBER- BRACING- TOP CHORD 2x4 SPIF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-M oc;purlins, except end verticals. BOTCHORD 2x4 SPIF No.2(flat) BOTCHORD Rigid ceiling directly applied or 104)-0 oc bracing. WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) OTHERS 2x4 SPF No.2 or 2x4 SPF Stud(flat) REACTIONS. All bearings 24-2-0. (lb)- Max Grav All reactions 250 lb or less at joint(s)except 40=369(LC 2),21=377(LC 21),39=452(LC 22),38--459(LC 23),37=457(LC 24), 36--458(LC 25),35--458(LC 26),34--45B(LC 27),33=458(LC 28),32=458(LC 29),31=458(LC 30),30=45B(LC 31),28=45B(LC 32), 27=458(LC 33),26=458(LC 34),25=457(LC 35),24--458(LC 36),23--455(LC 37),22=467(LC 38) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. TOPCHORD 1-40�357/0,20-21�36510 WEBS 2-39=426/0,3--38=-432/0,4-37=-431/0,5-36--431/0,6-35--43110,7-34--431/0,8-33=-431/0,10-32=43110,11-31=-431/0, 12-30=-431/0,13-28=-431/0,14-27=-431/0,15-26=-431/0,16-25�431/0,17-24=-43110,18-23=-429/0,19-22=-43810 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate stzes to account for these factors. 3)Al plates are 1.5x3 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 6)Gable studs spaced at 1-4-0 oc. 7)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANS11TPI 1. 8)This truss has been designed for a moving concentrated load of 250.01b live and 50.01b dead located at all mid panels and at all panel points along the Top Chord,concurrent with live and dead loads. 9)"Semkigid pitchbreaks inducling heele Member end fixity model was used in the analysis and design of this truss. 10)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qry Ply Upper Ridge Flats East Northampton,MA 15040859BF F03A FLOOR 8 1 Job Reference tional Universal Forest Products 7.610 s Jan 29 2015 MiTek Industries,Inc.Thu Mayy 28 07:51:48 2015 Page 1 ID:NPmnNdcOfHSPgJ4wwow_BZzqud7-7XMse1 blG0001 ffTOraCM7YcafPjxfGnTFsnjuzC2 0-7-12 1-4-15 II 1-9-11 1-9-2 24-1 II I I I 1 y,y= 3210 M120H5 FP= 510= 3M= 1.519 II 3a/= 3n1= 1,5411 410= 3M 11 410= 1.511 11 3�= 3z6= 1.511 I 310= 3z1 1 31 32 2 3 33 4 34 5 35 6 36 7 37 6 9 10 39 11 39 12 40 13 41 14 42 15 43 16 40 17 o-10-0 PO 29 28 27 26 25 23 22 21 20 19 1 416 1.511 11 1.510 11 4210= 4z10= 310 FP= 4r10= 1.511 II 1.511 II - 310= 310= II I I I 1-0-0 2-0-12 13-0-0 26-0-0 1-0-0 1-0-12 10-11 13-0-0 Plate Offsets(X,Y)- 3:0-1-8 Ede 5:0-1 Ed e, 6:0-1.5 Ed e, 13:0-1-8 Ed e, 14:0-1-8 Ed e LOADING(psf) SPACING- 2-M CSL DEFL in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.52 Vert(LL) -0.17 19-20 >936 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.54 Ved(fL) -0.25 19-20 >607 240 MT20HS 1481108 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.02 18 n/a Na BCDL 10.0 Code IBC2009/TPI2007 (Matrix) Weight 99 lb FT=4%F,4%E LUMBER- BRACING- TOP CHORD 2x4 SPF 2100F 1.8E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD Rigid ceiling directly applied or 10-"oc bracing, Except WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) 6-0-0 oc bracing:24-25,22-24. REACTIONS. All bearings 0-3-8 except(it--length)24=0-5.8,1=0-7.4. (lb)- Max Grav All reactions 250 lb or less at joints)except 24=2128(LC 30),18=919(LC 22),18=619(LC 1),1=880(LC 23) FORCES. (lb)-Max CompJMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 17-18=-381/0,1-31=1135D/0,31-32=1347/0,2-32=1344/0,2-3=1348/0,333=2311/0,4-33=2311/0,4-34=2311/0,534=2311/0, 535=2364/0,6-35=236410,6-36=113116/260,7-36=13116/260,7-37=1316/260,837=1316/260,8.9--0/2713,9-10=0/2713,10-38=0/2713, 11-38=0/2713,11-39=1431/287,12-39=1431/287,12-00=1431/287,13-40=1431/287,13-41=2576/0,1441=2576/0,1442=2651/0, 15-42=2651/0,15-43=265110,16-43=2651/0 BOT CHORD 28-29=0/1 348,27-28=0/2365,26-27=012364,25-26=0/2364,24-25=911198,23-24=953/211,22-23=953/211,21-22=0/2576,20-21=0/2576, 19-20 /2576,18-19=0/1662 WEBS 8-24=2466/0,8-25=0/2002,7-25=535/0,625=1380/0,4-28=502139,528=5251176,16-18=1825/0,11-24=2521/0,1619=0/1236, 11-22=0/1984,1519=553/0,12-22=468/26,14-19=264/417,13-22=1489/0,13-21=0/251,10.24=529/0,3-29=-692/0,3-28=011173, 1-29--0!1540 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)All plates are MT20 plates unless otherwise indicated. 4)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)This truss has been designed for a moving concentrated bad of 250.01b live and 50.Olb dead located at all mid panels and at all panel points along the Top Chord,concurrent with five and dead loads. 6)"Semi-rigid pitchbreaks including heels"Member end foxily model was used in the analysis and design of this truss. 7)Recommend 2x6 srongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Oty, Ply Upper Ridge Flats East NoNlampton,MA 15040859BF F03 FLOOR 10 1 Job Reference(optional .610 s Jan 2015 I s,Inc.Thu May 28 08:12:58 2015 Page 1 Universa Forest Products ID:NPmnNdcOfHSPgJ4wwo7w_BZzqud7-xsSzBHzw AdUpO gIZPZM1gy8cxbgbVlKVqV?IHzC24 0-6-0 1� 15 1 1-9-11 II 2-4-1 1-9-2 2-4-1 1�6� I I i I I I I 1 1.5X4 11 WD u72914s- 5�= 3,= 3"= 7 II 4x10= 3zd II 416= 1.5X1 11 3N= 3W= 1.5X4 3bi= 3x4 11 Jr 1 01 32 2 3 33 4 34 5 35 6 36 7 37 6 9 10 36 11 39 12 40 13 11 11 42 15 43 16 44 17 0-0 a� [f0 29 28 27 26 25 23 22 21 20 19 1 1�0= 1.5X1 II 3W= 1.SO 4x10= 4x10= 3Y>FP= 4x10= 1.5X4 II 1.5X4 II 3,B= 315= I I 1-0-0 2-2-3 14-8-0 27-8-0 1-0-0 1-2-3 12-5-13 13-0-0 Plate Offsets(X,Y)- 6:0.1-8,Ed a 13:0-1-8,E Joel, 14:0-1-8 Ed e,[27:0-1-8,Edgel LOADING(psf) SPACING- 2-M CSL DEFL in (loc) I/defl L/d =1b TCLL 40.0 Plate Grip DOL 1.00 TC 0.72 Vert(LL) -0.24 27-28 >695 480 TCDL 10.0 Lumber DOL 1.00 BC 0.62 Vert(TL) -0.38 27-28 >442 240 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(fL) -0.02 24 n/a n/a BCDL 10.0 Code IBC2009/TP12007 (Matrix) 4%E LUMBER- BRACING- TOP CHORD 2x4 SPF 2100F 1.8E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD 2x4 SPF 2100F 1.SE(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) 6-0-0 oc bracing:24-25,22-24. REACTIONS. All bearings 0-3-8 except(it=length)24=0-5-8,1=0-7-4. (Ib)- Max Grav All reactions 250 lb or less at joint(s)except 24=2226(LC 14),18=910(LC 22),18=610(LC 1),1--994(LC 23) FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 17-18=381/0,1-31=1474/0,31-32=147210,2-32=1469/0,2-3=147310,3-33=1499/0,4-33=149910,4-34=3167/0,534=-3167/0, 535=3167/0,6-35=3167/0,6-36=1549/181,7-36=1549/181,7-37=1549/181,8-37=15491181,8-9=012894,9-10=012894,10-38=012894, 11-38 /2894,11-39=1357/402,12-39=1357/402,12-40-1357/402,13-40=-1357/402,13-41=2520/0,14-41=2520/0,14-42=2618/0, 15-42=2618/0,15-43=26%10,1643=2618/0 BOT CHORD 28-29=0/2875,27-28 /2875,26-27=0/3167,2526 /3167,24-25=-826/151,23-24=1110/208,22-23--1110/208,21-22=012520, 20-21 /2520,19-20=0/2520,18-19=0/1645 WEBS 4-29=1704/0,8-24=2691/0,8-25=0/2217,7-25--504/23,6-25--1881/0,4-27=1181630,5-27=319/22,11-24--2535/0,11-22=0/1995, 12-22=-466/29,16-18=1806/0,16-19=0/1219,1519=555/0,14-19=241/444,13-22=1517/0,13-21=0/258,10-24=528/0,3-29=38510, 1-29=011703 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate saes to account for these factors. 3)All plates are MT20 plates unless otherwise indicated. 4)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)This truss has been designed for a moving concentrated bad of 250.O1b live and 50.OIb dead located at all mid panels and at all panel points along the Top Chord,concurrent with live and dead loads. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard �Oty Upper Ridge Flats East Northampton,MA -------7G�ABUE 1 job Truss Truss Type 15040859BF F02L 1 7Job Reference(optional) Universal Forest Products 5Zzqud7-AJcxVYSv3AUyRb8OxuD9VGp..Mg�&��rXf��01 54� ID:NPmnNdc0fHSPqJ4wwoW Y �zi 3A '3. 35 2 36 3 37 35 5 39 6 40 7 41 e Q a 43 10 44 11 12 ................... —---------- Wi ST ST OT r F- XXXX3�' 21 �8 19 30 18 31 17 16 M Is U 14 13 3A 11 �11 —0 �-4O 2-8-0 1'0�8 112�O 0 310 -10 0 0- -0 _0 _ 1�_6-oi 1 4 0:2 �-N -4:6 --0 1-4 0_ _0 1-4-0 1 4�O 1 I-PO 1:4 4-90 171 Plate Offsets(X, [1:Edge,0-1-81,[24:Edge,0-1-8] LOADING(psf)l SPACING- 2-M CS1 DEFL in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.25 Vert(LL) n1a n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 024 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 13 n/a n/a BCDL 10.0 Code IBC2009/TPl2007 (Matrix) Weight:44 lb FT=4%F,4%E LUMBER- BRACING- TOPCHORD 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins, except end verticals. BOTCHORD,2x4 SPF No.2(flat) BOTCHORD Rigid ceiling directly applied or 6-M oc bracing. WEBS 2x4 SPF N0.2 or 2x4 SPF Stud(flat) OTHERS 2x4 SPF No.2 or 2x4 SPF Stud(flat) REACTIONS' All bearings 13-10-0. (lb)- Max Uplift Ail uplift 100 lb or less at joird(s)except 13-1 09(LC 34) Max Grav All reactions 250 lb or legs at joint(s)except 24--314(LC 36),13=259(LC 47),23�41 1(LC 37),22=41 O(LC 38),21=41 O(LC 39), 20=41 O(LC 40),19=41 O(LC 41),18=41 O(LC 42),17=41 O(LC 43),16--408(LC 44),15=416(LC 45),14--368(LC 34) FORCES. (lb)-Max.CompJMax-Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-24--304/0 WEBS 2-23=-38010,3-22=382/0,4-21=.381/0,5-20�381/0,6-19�381/0,7-18�381/0,8-17�38210,9-16--380/0,10-15--38610, 11-14=-34810 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility ofthe fabricator to increase plate sizes to account for these factors. 3)Al plates are 1.5x3 hMO unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 6)Gable studs spaced at 14-0 oc. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 109 lb uplift at joint 13. 8)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSl1TPl 1. 9)This truss has been designed for a moving concentrated load of 250.Olb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,concurrentwith live and dead loads. 10)"Semi-rigid pitchbreaks including heels"Member end fixty model was used in the analysis and design of this truss. 11)Reoommend2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Upper Ridge Flats East Northampton,MA 15040859BF F02 FLOOR 11 1 Job Reference tional Universal Forest Products 7.610 s Jan 29 2015 MTek Industries,Inc.Thu May 28 08:12:45 2015 Page 1 I D:NPmnNdcOfHSPgJ4wwow_BZzqud7-gMp2SrpmEesfKq F39Ld_oC6Pn MQfy9koWJspLXzC25 2-4-1 1-8"7 swb:,rr=, 1.5411 tw II 1.5,0 11 132611 14 2410 15 3 16 4 17 53* 18 6 7 19 6 12 11 10 9 lb 3*= 4212= 369= 13-8-0 14-8-0 13-8-0 1-0-0 Plate Offsets(X,Y)— 1:Ed e,0-1-8 11:0-1-8 Ede 12:0-1-8,Ed e LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.62 Vert(LL) -0.33 10-11 >498 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.49 Vert(TL) -0.56 10-11 >295 240 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(TL) -0.01 8 n/a n/a BCDL 10.0 Code IBC2009/TPI2007 (Matrix) Weight:62 lb FT=4%F,4%E LUMBER- BRACING- TOP CHORD 2x4 DF 285OF 2.3E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, except end verticals. BOT CHORD 2x4 DF 285OF 2.3E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) REACTIONS. (lb/size) 13=83410-3-8 (min.0-1-8),8=82710-7-4 (min.0-1-8) Max Grav13=1134(LC 4),8=1127(LC 16) FORCES. (lb)-Max Comp./Max.Ten.-Al forces 250(lb)or less except when shown. TOP CHORD 1-1308/0,2-15=-4238/0,3-15=-4238/0,3-16=-4238/0,4-16=-4238/0,4-17238/0,517=-4238/0,518=2563/0,6-18=2563/0, 6-7=2491/0,7-19=2491/0,8-19=2496/0 BOT CHORD 12-13=0/2629,11-12=014238,10-11=014060 WEBS 8-1 0 /2646,2-13--279010,6-10=-461/0,2-12=0/1955,510=1779/0,3-12=519/0,511=186/638 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)This buss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSVTPI 1. 4)This truss has been designed for a moving concentrated load of 250.01b live and 50.01b dead located at all mid panels and at all panel points along the Top Chord,concurrent with live and dead loads. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-M oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard Job Tmss Truss Type Qty Ply Upper Ridge Flats East Northampton,MA 15040859BF F01 FLOOR 6 1 Job Reference NINE Universal Forest Products 7.610 s Jan 29 2015 MiTek Industries,Inc.Thu May 28 08:12:42 2015 Page 1 I D:NPmnNdcOfHSPgJ4wwow_BZzqud7-Pn7wgpmuxjT5TNXUTC4HBaUuO9ON lorMp�Ld7811C2zC25 2-4-1 s9.=126. 3.4 II 4210= 1.5X1 II 3M= 1.5X1 II 3�= 1.SXi II 3x4= T x12 M818= 1 16 2 17 3 19 4 19 5 20 6 21 7 8 9 14 13 123 11 10 4x10= 1.5X1 II 4x12= 3� 15-6-0 16�-0 15-6-0 0-10-0 Plate Offsets(X,Y)— 1:Ed a 0-1-8 4:0-1.8,Ed 12:0-1-8 Ed e LOADING(psf) SPACING- 2-M CSI. DEFL in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.69 Vert(LL) -0.29 13-14 >651 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.52 Vert(TL) -0.48 11-12 >385 240 MII18 141/138 BCLL 0.0 Rep Stress Ina NO WB 0.85 Horz(TL) 0.01 9 n/a n/a BCDL 10.0 Code IBC2009ITP12007 (Matrix) Weight:71 lb FT=4%F,4%E LUMBER- BRACING- TOP CHORD 2x4 DF 285OF 2.3E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 DF 285OF 2.3E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) REACTIONS. (lb/size) 9=1930/0-7-4 (min.0-1-8),15--934/0-3-8 (min.0-1-8) Max Grav9=2230(LC 18),15=1234(LC 4) FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-15=-402/0,2-17=-4780/0,3-17=-4780/0,3-18780/0,4-18=-4780/0,4-19=5398/0,5-19=5398/0,5-20=5398/0,6-20=5398/0, 6-21=2856/0,7-21=2856/0,7-8=2788/0,8-9--2791/0 BOT CHORD 14-15=012921,13-14=015398,12-13=0/5398,11-12=0/4675 WEBS 9-11-012962,2-15=-310010,7-11=-471/0,2-14--012142,6-11=2108/0,3-14=549/0,6-12--0/1118,4-14=1058/0,5-12=331/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)All plates are MT20 plates unless otherwise indicated. 4)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)This truss has been designed for a moving concentrated bad of 250.01b live and 50.O1b dead located at all mid panels and at all panel points along the Top Chord,concurrent with live and dead loads. 6)"Semi-rigid pltchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Recommend 2x6 strongbacks,on edge,spaced at 1040-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase--1.00 Uniform Loads(ptf) Vert 10-15=20,1-9=100 Concentrated Loads(lb) Vert 9=1000 REQ.QUOTE DATE 04/14/15 ORDER# ORDER DATE / / QUOTE# 15040859BF DELIVERY DATE / / CUSTOMER ACCT# LMCWRKMI DATE OF INVOICE / / CUSTOMER PO# ® ORDERED BY Andy Clo ston INVOICE# UFP Belchertown, LLC TERMS ' 155 Bay Road,PO Box 945,Belchertown,MA.01007 SUPERINTENDENT SALES RAP Brian Tetreault Phone:413-323-7247 Fax:413-323-5257 JOBSITE PHONE# ( ) SALEB CAF# " Massachusetts/ R.K. Miles-Hatfield JOB NAME:Upper Ridge Flats East/Main LOT# T DIV: 24 West St MODEL:Main Building-Floor TAG: JOB CAEGOR ,, Residential Hatfield,MA 01038 DELIVERY INSTRUCTIONS: (413)247-8314 Main Building-Floor Trusses ; SPECIAL INSTRUCTIONS: Village Hill Rd. `For permit based on copy of Upper Ridge Flats West order and 02-20-15 Pri&6 Mans.*Ch4ft alignment not critical.`No veritical Northampton,MA 01060 chases.*Recessed shower added in E3-N Unit. s ., BY DATE IILDING DEPARTME OVERHANG INF HEEL HEIGHT 00-04-03 REQ-LAYOUTS R -ENGINES- ING QUOTE BT1 06/02/15 )or Trusses END CUT RETURN - LAYOUT PLUMB NO GABLE STUDS 24 IN.OC JOBSITE 21 REQ.QUOTE DATE 04/14/15 ORDER# ORDER DATE / / QUOTE# 115040859B E DELIVERY DATE / / CUSTOMER ACCT# LMCWRKMI DATE OF INVOICE / / CUSTOMER PO# ® ORDERED BY Andy Clo ston INVOICE :' UFP Belchertown, LLC TERMS 155 Bay Road,PO Box 945,Belchertown,MA.01007 SUPERINTENDENT SALES-REP� Brian Tetreault Phone:413-323-7247 Fax:413-323-5257 ,JOBSITE PHONE# ( ) SALE Massachusetts/ R.K. Miles-Hatfield JOB NAME:Upper Ridge Flats East/Main LOT# d BDIV: 24 West St MODEL:Main Building-Floor TAG: JOB CA: OR1f Residential DELIVERY INSTRUCTIONS: Hatfield,MA 01038 a� (413)247-8314 Main Building-Floor Trusses SPECIAL INSTRUCTIONS: Village Hill Rd. *For permit based on copy of Upper Ridge Flats West order and 02-20-15 Pncino,-Plans Chi alignment not critical.`No veritical Northampton,MA 01060 chases.*Recessed shower added in E3-N Unit. BY DATE IILDING DEPARTMENT OVERHANG INF HEEL HEIGHT 00-04-03 1 REQ.LAYOUTS REd.ENGINING QUOTE BT1 06/02/15 >or Trusses END CUT RETURN LAYOUT / / PLUMS NO GABLE STUDS 12411 OC JOeSITE 2 � � �:�ITE 1 2 CUTTING BT1 06/02/15 FLOOR TRU .SPACING:24.0 IN.O.C.(TYP.) 1.00 FLOOR QTY DEPTH BASE O/A END TYP INT BEARING C EVIL�% STUB UNIT TOTAL PROFILE PLY ID SPAN SPAN LEFT RIGHT SIZE LOCATION LEF2` ' tEFT RIGHT PRICE PRICE = =5za— 01-00-00 6 F01 16-04-00 16-04-00 , 01-00-00 % 11 F02 14-08-00 14-08-00 01-00-00 ® 1 F02L 13-10-00 13-10-00 ,:,, ® 01-00-00 10 F03 27-08-00 27-08-00 01-00-00 8 F03A 26-00-00 26-00-00 � 3 � 01-00-00 1 F03L 24-02-00 24-02-00 r 3 01-00-00 12 F11 16-04-00 16-04-00 y �® 01-00-00 2 F11 L 16-04-00 16-04-00 r— t fi. 01-00-00 N 12 F12 14-08-00 14-08-00 E�m 01-00-00 '` 10 F1 2A 14-08-00 14-08-00 SE23=rs22=z 01-00-00 4 F12B 14-08-00 14-0800 , ' 01-00-00 2 F1 2L 14-08-00 14-08-00 , 01-00-00 20 F13 27-08-00 27-08-00 01-00-00 f 16 F1 3A 26-00-00 26-001 , ® 01-00-00 «,,, 4 F13L 27-08-00 27 'C `3 00 F14G 4 14GE 01-08-00 I;EJEt-QQ y� - 01-00-00 ' 12 F21 16-04-00 1 01-00-00 � 3 2 F21 L 16-04, 0' t 0 01F22 12 F22 1:_0 VA 14-0 01-00-00 10 F22A 00 -00 A : IiA E -. 7)-_ UFP Belcherlown, LLC A Universal Forest Products Cornpany 155 Bay Road,PO Box 945/Belchertown,MA.01007 Phone:413-323-7247 Fax:413-323-5780/Rep:Brian Tetreault Village Hill-Wright Builders "Upper Ridge Flats East Building" Village Hill Rd. Northampton, MA r.k. Miles-Hatfield, MA Floor Truss Drawings-For Approval and Permit These trusses are designed as individual building components to be incorporated into the building design at the specification of the building designer. The building designer is responsible for temporary and permanent bracing of the roof/floor system and for the overall structure. The design of the truss support structure including headers,beams,walls,and columns is the responsibility of the building designer. For general guidance regarding bracing,consult"Bracing of wood trusses" available from the Truss Plate Institute,583 D'Onifrio Drive;Madison,WI 53179. SHOP DRAWINGS THESE DRAWINGS ARE THE SOLE SOURCE FOR FABRICATION OF TRUSSES AND VOIDS ALL PREVIOUS ARCHITECTURAL OR OTHER TRUSS DRAWINGS. REVIEW AND APPROVAL OF THESE DRAWINGS MUST BE RECEIVED BEFORE ANY TRUSSES WILL BE BUILT. VERIFY ALL CONDITIONS TO INSURE AGAINST CHANGES THAT WILL RESULT IN EXTRA CHARGES TO YOU.PLEASE INITIAL EACH ATTACHED TRUSS DRAWING. Approved by: Date: 6/2/15 15040859BF ENERGY EFFICIENCY PLAN 2. Preliminary Home Energy Rating Results Based on the assumptions described above,we have calculated the following Preliminary Home Energy Rating results. Preliminary HERS Index ENERGY STAR v3.1 HERS Requirement Unit E1S 50 68 Unit E1N 50 68 Unit E2S 51 68 Unit E2N 51 68 Unit E3S 50 68 Unit E3N 50 68 Meets requirements of Mass Save Prescriptive Incentives—Option II (Note that Mass Save requirements are subject to change at any time without prior notice. This often occurs at the end of each year.) Note that Confirmed Home Energy Rating results may vary from the Preliminary Home Energy Rating results due to changes in building plans, energy features installed in the home, RESNET standards, software changes, and other factors. 3. Services Requested CET will provide a Confirmed Home Energy Rating for the purpose(s) indicated below. CET will charge fees for these activities based on the Price List attached to your Home Energy Rating Services Agreement. • Stretch Energy Code compliance • Mass Save Residential New Construction Prescriptive Incentives Option 11 • ENERGY STAR version 3.1 certification As part of these services, CET will verify whether your home meets the requirements of the applicable program. I have reviewed and understand this Energy Efficiency Plan. I have reviewed the assumptions in part 1 and confirm that the assumptions are correct. Si nature: Date: Printed Name: Company: HERS Rater: Mark Newey, Date: 5/4/15 Page 2 of 2-Please send signed form to the Center for EcoTechnology Tel(413)586-7350 ext.242-Fax(413)586-7351 -green home(a7cetonline.org LIJ CENTER FOR t 4 EcoTechnology- we make qreen make sense- ENERGY EFFICIENCY PLAN - 5/11/15 Project Location: Flats East Upper Ridge, Village Hill, Northampton MA Conditioned Floor Area 1532 ft2 per unit Volume 13707 ft3 er unit Building Type Multifamily—6 units Bedrooms 3 bedrooms each 1.Assumptions for Preliminary Home Energy Rating CET has completed a Preliminary Home Energy Rating with the following assumpti a) The construction plans you have provided are accurate, including window di ions and locations. b) Energy features not listed below in part c will meet the prescriptive require nts of the CC 2009. c) The home will be built to incorporate the following energy feature pecif ions Used in An ly4iis ,. .• ' Slab On Grade 3" Sat e e R-15 , 3"XPS underneath R-15 Basement Slab "X Sate ge (R-10), 3"XPS underneath (R-15) Floor Over Storage Room I Uninsulated Foundation Walls F 12 Juperior Wall + R19 Fiberglass Batts Grade 1 Rim Joist 4" High Density Spray Foam R24 Grade 1 Above Grade Walls 6 Walls framing with 2" HDF and 3.5"cellulose Grade= 1 + V Pol iso R6 sheathing Band Joist 4" High Density Spray Foam R24 Grade 1 Windows I J U-value = 0.21 SHGC =0.22 Glass Doors U-value = 0.21 SHGC =0.22 Flat Ceilings 2x4 framing with 1" high density foam 16" cellulose Grade = 1 Blower Door Te 1.5 ACH50 or better* Thermal Enclosure Rathr hec 'st Meet Checklist Requirements as verified by a HERS rater at pre-drywall Parts 3& and final inspection Specifications Used in Analysis Heating &qoqiing Equipment 11.3 HSPF/ 19.1 SEER Ductless Mini-Split Heat Pumps ter H4aVig Equipment 0.97 EF Natural Gas On Demand Water Heater Bathroom u d Showerheads Water Sense Labeled E Whole House Ventilation ERV 70% sensible recovery, 50%total recovery 40 watts t i Specifications Used in Analysis RIM Lighting 100% high efficacy lighting Refrigerator ENERGY STAR Dishwasher ENERGY STAR Clothes Washer Any Page 1 of 2 ENERGY EFFICIENCY PLAN 2. Preliminary Home Energy Rating Results Based on the assumptions described above,we have calculated the following Preliminary Home Energy Rating results. Preliminary HERS Index ENERGY STAR v3.1 HERS Requirement Unit E1S 50 68 Unit E1N 50 68 Unit E2S 51 68 Unit E2N 51 68 Unit US 50 68 Unit UN 50 68 Meets requirements of Mass Save Prescriptive Incentives—Option li (Note that Mass Save requirements are subject to change at any time without prior notice. This often occurs at the end of each year.) Note that Confirmed Home Energy Rating results may vary from the Preliminary Home Energy Rating results due to changes in building plans, energy features installed in the home, RESNET standards, software changes, and other factors. 3. Services Requested CET will provide a Confirmed Home Energy Rating for the purpose(s) indicated below. CET will charge fees for these activities based on the Price List attached to your Home Energy Rating Services Agreement. • Stretch Energy Code compliance • Mass Save Residential New Construction Prescriptive Incentives Option II • ENERGY STAR version 3.1 certification As part of these services, CET will verify whether your home meets the requirements of the applicable program. I have reviewed and understand this Energy Efficiency Plan. I have reviewed the assumptions in part 1 and confirm that the assumptions are correct. Signature: Date: Printed Name: Company: HERS Rater: Mark Newey, Date:5/4/15 Page 2 of 2-Please send signed form to the Center for EcoTechnology Tel(413)586-7350 ext.242-Fax(413)586-7351 -greenhome g0cetonline.org [.wU CENTER FOR EcoTechnology' we make green make sense- ENERGY EFFICIENCY PLAN - 6/29/15 Project Location: Flats East Upper Ridge, Village Hill, Northampton MA Conditioned Floor Area 1532 ft2 per unit Volume 13707 ft3 per unit Building Type Multifamily—6 units Bedrooms 3 bedrooms each 1.Assumptions for Preliminary Home Energy Rating CET has completed a Preliminary Home Energy Rating with the following assumptions: a) The construction plans you have provided are accurate, including window dimensions and locations. b) Energy features not listed below in part c will meet the prescriptive requirements of the IECC 2009. c) The home will be built to incorporate the following energy features: Eldmq Envelope Specifications Used in Analysis Slab On Grade 3"XPS at edge R-15 , 3"XPS underneath R-15 Basement Slab 2"XPS at edge (R-10), 3"XPS underneath (R-15) Floor Over Storage Room Uninsulated Foundation Walls 1"XPS Foam Board R5 + R15 Fiberglass Batts Grade = 1 Rim Joist 4" High Density Spray Foam R24 Grade 1 Above Grade Walls 2x6 framing with 2" HDF and 3.5"cellulose Grade= 1 + 1" Pol iso R6 sheathing Band Joist 4" High Density Spray Foam R24 Grade 1 Windows U-value= 0.21 SHGC=0.22 Glass Doors U-value= 0.21 SHGC =0.22 Flat Ceilings 2x4 framing with 1" high density foam 16"cellulose Grade= 1 Blower Door Test" 1.5 ACH50 or better" Thermal Enclosure Rater Checklist Meet Checklist Requirements as verified by a HERS rater at pre-drywall Parts 3 &5 and final inspection P lurWrtq aand Mechanlcaf Systems Specifications Used in Analysis Heating & Cooling Equipment 11.3 HSPF/19.1 SEER Ductless Mini-Split Heat Pumps Water Heating Equipment 0.97 EF Natural Gas On Demand Water Heater Bathroom Faucets and Showerheads Water Sense Labeled Whole House Ventilation ERV 70% sensible recovery, 50% total recovery 40 watts L!q„ht Inc &Aop ilanceS Specifications Used in Analysis Lighting 100% high efficacy lighting Refrigerator ENERGY STAR Dishwasher ENERGY STAR Clothes Washer Any Page 1 of 2 B. Prior to the Engineer's test of the fire alarm system, the installing Contractor shall test the system to verify its operation and components. C. After the Installing Contractor successfully tests the fire alarm system, the Contractor shall schedule the Engineer's test. The Engineer's test shall include testing 100% of the devices and equipment. Upon successful completion of the Engineer's Test,the NFPA Test Report shall be submitted along with appropriate affidavits as part of a close-out package to the City of Northampton Fire Department and the Local Building Inspector. D. After the Engineer's inspection and testing is complete and the close-out package is submitted to the Gloucester Fire Department and the Local Building Inspector, the Contractor shall schedule the Fire Department Acceptance Test with the City of Northampton Fire Department and the Local Building Inspector. 9.3 Approvals A. After the successful completion of the Engineer's Inspection and Testing, the installing Contractor shall submit an NFPA 72 Test Certificate. The test certificate shall be added into the Close-Out Package to be submitted to the City of Northampton Fire Department. The test certificate shall also be submitted to the Local Building Inspector. B. The Installer shall submit a signed affidavit stating that the system has been installed in accordance with the plans and specifications and in accordance with the applicable codes and standards. C. The Design Engineer or the Engineer of Record shall submit a signed affidavit stating to the City of Northampton Fire department and the Local Building Inspector that the systems have been visually inspected and tested and that the system was installed in accordance with the plans and specifications. *** End of Basis of Design Narrative *** L&S 2232 Page 13 4 supervisory signals from the relocated or new devices are properly displayed. 3. Dwelling unit multi-station operation shall be tested to verify proper operation as a multi-station system, and notification isolated to a single dwelling unit. transmitted in all areas of the building. 4. New conductors shall be tested for stray voltages between conductors and between conductors and ground, for ground faults, for short circuits, for loop resistance and for supervision. 5. New smoke detectors shall be tested using smoke or listed aerosol. 6. Manual pull stations serving the building shall be tested by initiating an alarm in accordance with the manufacturer's published instructions. 7. Tamper switches serving the building shall be tested to ensure that a supervisory signal is initiated within the first two revolutions. 8. Water flow devices at the main riser serving the building, and at all other installed locations, shall be tested by flowing water through an inspector's test connection. 9. Pressure switch device at the main riser serving the building, and at all other installed locations, shall be tested by releasing the air pressure valve. 10. Duct Smoke Detection devices shall be testing though use of the remote test switch, and a check of the corresponding HVAC unit shutdown shall be verified. 11. Elevator Recall Smoke Detection shall be tested to verify proper recall functionality as described, in addition to general alarm. 12. Notification audible/speaker devices shall be tested by measuring sound pressure levels with sound level meter meeting ANSI SIAa, Type 2 requirements. 13. Notification visual devices shall be tested by observing strobe operation and verifying field settable candela setting. 9.2 Testing Schedule A. Upon completion of the fire alarm system rough-in, the Contractor shall request a Fire department Rough-in inspection. L&S 2232 Page 12 B Testing and maintenance program in accordance with the requirements of NFPA 25 shall be adhered to by the building owner and a Massachusetts Licensed Sprinkler contractor. (See copy of Table 5.1 below for testing criteria) Table 5.1- Summary of Sprinkler System Inspection, Testing, and Maintenance Item Activity Frequency Reference Gauges(dry,preaction,and deluge Inspection Weekly/monthly 5.2.4.2,5.2.4.3 systems) Control valves Inspection Weekly/monthly Table 12.1 Alarm devices Inspection Quarterly 5.2.6 Gauges(wet pipe systems) Inspection Monthly 5.2.4.1 Hydraulic nameplate Inspection Quarterly 5.2.7 Buildings Inspection Annually(prior to freezing weather) 5.2.5 Hanger/seismic bracing Inspection Annually 5.2.3 Pipe and fittings Inspection Annually 5.2.2 Sprinklers Inspection Annually 5.2.1 Spare sprinklers Inspection Annually 5.2.1.3 Fire department connections Inspection Quarterly Table 12.1 Valves(all types) Inspection Table 12.1 Alarm devices Test Quarterly/semiannually 5.3.3 Main drain Test Annually Table 12.1 Antifreeze solution Test Annually 5.3.4 Gauges Test 5 years 5.3.2 Sprinklers—extra-high temperature Test 5 years 5.3.1.1.1.3 Sprinklers—fast response Test At 20 years and every 10 years thereafter 5.3.1.1.1.2 Sprinklers Test At 50 years and every 10 years thereafter 5.3.1.1.1 Valves(all types) Maintenance Annually or as needed Table 12.1 Obstruction investigation Maintenance 5 years or as needed 13.2.1, 13.2.2 Low point drains(dry pipe system) Maintenance Annually prior to freezing and as needed _12.4.4.3.3 C. All features, devices, components, and modes of operation of the fire alarm system shall be tested for acceptance in accordance with NFPA 72. D. Testing personnel for the fire alarm system shall be qualified and experienced in the arrangement and operation of interface equipment and fire safety functions. E. Before to proceeding with testing, all persons and facilities receiving alarm, supervisory or trouble signals and all occupants shall be notified of the testing to prevent unnecessary response. The same shall be notified when the testing is complete. F. Prior to Fire Department Testing, the fire alarm system shall undergo a complete engineer's test to ensure proper operation. The Engineer's test shall include the following: 1. Prior to operational testing, the system components and devices shall be visually inspected. 2. The fire alarm control panel and remote annunciator LCD display and LED indicators shall be tested to verify that the alarm, trouble and L&S 2232 Page 11 1. In the event that the Elevator Recall Smoke detector is activated: In addition to general alarm the Elevator shall recall to is assigned level as described in section 5.7 2. In the event that the Dwelling Unit Sounder base type Smoke detector is activated: the general building alarm will not be activated. Instead, all notification devices located within the unit will enter alarm. In the event of a second sounder base smoke detector is activated: the general building alarm will notify all occupants, and the fire alarm sequence of events will be activated C. Initiation of the fire alarm sequence of events will immediately and simultaneously activate all horns and visual units throughout the building to notify occupants, and perform all activities as programmed. The Fire Alarm control panel shall send an alarm signal via the 2-line autodialer to the Owners' 24-hour UL listed remote monitoring agent, who will then in turn, automatically notify the City of Northampton Fire Department, D. The Fire Alarm System reset button returns the system to its normal state after all alarm conditions have been cleared. Display messages shall provide operator assurance of the sequential steps as they occur. The Fire Alarm Control Panel is equipped with battery back up capable of 24-hours of standby and 15 minutes of alarm. The Fire Alarm Control Panel is equipped with visible and audible signals to indicate alarm and trouble conditions. E. Activation of any tamper switch shall initiate a local supervisory signal at the fire alarm control panel and shall send the appropriate supervisory signal via the the Fire Alarm Control Panel to the Campus Police Master Fire Control Panel, which will then automatically notify the Springfield Fire Department. Campus personnel shall respond in accordance with policy to a tamper switch supervisory signal. SECTION 9—TESTING CRITERIA AND METHODS 9.1 Testing Methods A. All sprinkler and standpipe systems shall be tested in accordance with the requirements of NFPA 25 (2007 Edition). Complete system flow test will be conducted utilizing the combination test & drain connection on the riser-check and a test certificate shall be issued by the sprinkler contractor to the Gloucester Fire Department and the Local Building Inspector. L&S 2232 Page 10 r The Main Fire Alarm Control Panel is located on the first floor, at the main entry vestibule. This is a common area and is accessible to the public. SECTION 6 - DESIGN METHODOLOGY The sprinkler system is designed for light hazard occupancy, with ordinary hazard coverage in the storage areas, in accordance with NFPA 13 requirements. The light hazard areas shall be designed to a density of.10/1500 square feet with a 100 gpm hose allowance. Areas throughout the building that are ordinary hazard, such as storage spaces, the system will be designed to ordinary hazard group density with 100 gpm added for hose stream The existing fire alarm system shall remain. Within the renovated spaces, Notification coverage shall be expanded as required to provide proper coverage to the renovated space, in accordance with NFPA 72. The existing fire alarm control panel programmed sequence of operation shall remain and be modified to include the new address labels where required. The existing sequence of operation associated with the sprinkler system monitors shall remain as well. The new visual and audible notification appliances shall be supplied by an expansion of the existing notification circuit loop. SECTION 7 - SPECIAL CONSIDERATIONS This scope of work is limited and the space modifications are minor in scope. Only modifications to the existing systems serving the work areas is considered. SECTION 8 - SEQUENCE OF OPERATIONS 8.1 Fire Alarm System Sequence of Operation: A. This fire alarm system is designed to detect fires normally associated with this type of facility. The activation of a fire alarm initiating device will display alarm condition at the fire alarm control panel and annunciator panel. A signal shall be sent via the FACP and autodialer, to the UL listed remote monitoring agent, and in turn notify the City of Northampton Fire Department. B. The system fire alarm sequence of event can be activated manually through the use of manual pull stations. The system fire alarm sequence of events shall be activated automatically via smoke detector, Sounder base smoke detector, Elevator Recall Smoke, Pressure switch, or flow switch. L&S 2232 Page 9 F. Duct Smoke Detection Devices are not required to be provided at the building, based upon the maximum output of HVAC equipment utilized at the building. G. Remote Alarm Reporting. The New Fire Alarm Control Panel shall be provided with a 2-line autodialer. The autodialer shall automatically contact the Owners' 24-hour UL-listed remote monitoring station. The Monitoring agent will automatically relay the alarm information to appropriate responders, including the City of Northampton Fire Department, as required by code, in the event of an alarm or other condition as required by code. L There is a fire department Knox(key) box located at the Fire Department Primary response point, below the exterior beacon, at the Village Hill Road entry to the building. 5.8 Emergency Alarm Systems - Section 908 Not Applicable 5.9 Smoke Control Systems - Section 909 Not Applicable 5.10 Smoke and Heat Vents - Section 910 Not Applicable 5.11 Fire Command Center - Section 911 Not Applicable 5.12 Fire Department Connections - Section 912 The pumper connection is a new 4 Stortz type connection located on the Village Hill Road side of the building. The Fire Hydrant nearest the pumper connection is located on Village Hill Road 5.13 Fire Pumps - Section 913 Not Applicable. 5.14 Fire protection Systems Equipment Room Identification - Section 914.2 Fire Protection Service is located in the corner of the basement, along the exterior wall of the building nearest Village Hill Road, This is an mechanical room located on the lower level, and not accessible to the public. L&S 2232 Page 8 t C. A fire protective signaling system will be installed in the areas of work in accordance with 780 CMR and NFPA 72. Fire protection signaling and detection devices in this building will include the following features: 1. Horn/strobe notification appliances are to be installed where shown on plans. Sounder base type smoke detection devices are to be installed throughout dwelling units. It is the intent of this design that audible notification devices achieve sound pressure levels of 15dB above ambient sound levels for the dwelling occupancy, or 5dB above maximum sound pressure levels having a continued duration of at least one minute. Programmed signaling requirements may be silenced by from the FACP. 2. Visual notification devices are both existing and to be installed in all common areas where shown on the plans. It is the intent of this design that the building has proper strobe coverage throughout all common areas. Visual notification devices shall be synchronized throughout the building. 3. There shall be an exterior mounted beacon located outside the fire department primary response point. This device shall be interlocked with the general fire alarm to indicate to the first responders the location of the annunciator panel. D. Tamper, Flow, and Pressure switches are new and installed where required on the sprinkler service equipment. The tamper and pressure switches are located in the basement level at the water entry location and at sprinkler riser locations where required. 1. The tamper switches are monitored by the fire alarm system using addressable interface modules. Activation of a tamper switch shall initiate a supervisory signal sequence of events. 2. The flow switches are monitored by the fire alarm system using addressable interface modules. Activation of a flow switch shall initiate the fire alarm system sequence of events. 3. The pressure switches are monitored by the fire alarm system using addressable interface modules. Activation of a flow switch shall initiate the fire alarm system sequence of events. E. Carbon monoxide shall be system connected devices, installed and monitored by the fire alarm system. Refer to section 5.2 for installation details. Carbon monoxide detection shall be have both local visual and audible alarm. Relay of carbon monoxide detection shall be as directed by Northampton Fire Department. L&S 2232 Page 7 5.7 Fire Alarm and Detection - Section 907 A. A new Fire Alarm Control Panel shall be installed in the multi-family dwelling. The system has full featured analog/addressable detection loops and shall include the following: 1. The fire alarm system shall feature an addressable, system integrated Fire Alarm Control Panel, proposed to be manufactured by Notifier (or approved equal). The Fire Alarm Control Panel shall be located on the First Floor level entry vestibule, at the location of the primary fire department response point, accessible from Village Hill Road. 3. Emergency power supply for the fire alarm panel is supplied by battery packs located at the FACP. B. System Detection Devices are new and installed where required by code in all areas of renovation and shall include the following: 1. Manual pull stations shall be new devices. Manual pull stations shall be installed where required, within 5 feet of each exit door and at all entry points leading to an egress stairway in the building. All pull stations are dual action. Installation shall meet requirements for this building space (per 780CMR 907.2.2) 2. New System connected smoke detectors are addressable devices and located throughout the common areas of the building, as detailed on the plans. Activation of any system smoke detector will initiate the fire alarm system sequence of events for the building. 3. New System connected sounder-base type smoke detectors are zone type devices, and typically located throughout the dwelling units in the building. New devices shall be monitored by the new fire alarm control panel. Sounder base detection shall be installed and programmed to operate as multi-station devices in each dwelling unit, though the utilization of addressable interface modules. Activation of any system smoke detector will initiate the fire alarm system sequence of events for the dwelling unit only. Upon the activation of two smoke detection devices in a single dwelling unit, the system will initiate the fire alarm system sequence of events for the building. 4. Elevator recall system smoke detection shall be installed into the building elevator lobbies, and elevator machine room. The Elevator is designated to recall to the first floor level, and open its doors in the event of an elevator recall smoke alarm. In the event that the first floor level lobby recall smoke entering alarm; The elevator shall return to its' secondary designated level, the basement, and open its' doors. L&S 2232 Page 6 r risers to serve the upper floors and attic. Under this contract, the building shall see the installation of a full sprinkler system designed to properly provide full automatic sprinkler protection, in compliance with NFPA 13. The pumper connection serving the new building shall be a 4" Stortz type connection located on the Village Hill Road side of the building. A. Installation 1. The fire sprinkler system shall be designed in accordance with NFPA 13. 2. All spaces shall be protected with sprinklers heads in all areas. 3. A wet type sprinkler system shall be installed to serve the basement, first floor, second floor and third floor. 4. A dry type sprinkler system shall be installed to serve the attic. B. Equipment 1. Dry Pipe System: Pipe is to be Schedule 40 galvanized steel pipe. 2. Wet Pipe System: Pipe is to be Schedule 40, black steel for sizes 2" and smaller. Schedule 10, black steel for sizes 2 1/2"thru 4". C. Design Criteria 1. For areas throughout the building that are light hazard, the system will be designed to light hazard group density with a 100 gpm hose allowance. 2. For areas throughout the building that are ordinary hazard, such as storage spaces, the system will be designed to ordinary hazard group density with 250 gpm added for hose stream. 5.4 Alternative Automatic Fire Extinguishing System - Section 904 Not applicable 5.5 Standpipe System - Section 905 Not applicable 5.6 Portable Fire Extinguishers - Section 906 A. There are no requirements for fire extinguishers at the building. L&S 2232 Page 5 SECTION 4 - DESIGN RESPONSIBILITY The designs for both the renovations to the existing fire protection sprinkler system and fire detection and alarm systems were prepared by: Lindgren & Sharples, P.C. 435 Cottage Street Springfield, MA 01104-4005 413-732-4336 SECTION 5 - FIRE PROTECTION SYSTEMS TO BE INSTALLED PER CHAPTER 9 5.1 Fire protection Systems Equipment Identification and Operation Signs The wet pipe Fire Protection system shall be installed to serve the basement, first floor, second floor and third floor. The automatic dry pipe Fire Protection System shall be installed to serve the attic. The Sprinkler Service shall be identified with a permanently marked weatherproof metal or rigid plastic sign secured with corrosion-resistant wire. Signage shall be located at the main riser location, in the basement level, at the corner of the building, where noted in section 2. Additional signage/ tags shall be provided and include the following information: Location of the design area or areas, Discharge densities over the design area or areas, Required flow and residual pressure demand at the base of the riser, Occupancy classification or commodity classification and maximum permitted storage height and configuration. Hose stream demand included in addition to the sprinkler demand. 5.2 Carbon Monoxide Detection Carbon monoxide Detection shall be provided as required. This shall include carbon monoxide detection installed within 10' of all bedroom entry doorways, in each apartment of the building. Carbon monoxide Detection shall also be provided in the parking garage area, and each level of the building. 5.3 Automatic Sprinkler System - Section 903 The Building is served by both wet and dry pipe fire protection systems. Under this contract all spaces in the area of work, as required by code shall be fitted with a full automatic sprinkler system to facilitate the new construction plan. The fire protection subcontractor shall perform a flow test and design a hydraulically calculated system in accordance with NFPA 13, with drawings submitted to Lindgren & Sharples and to the City of Northampton for approval prior to installation. A New 6" fire service enters the Basement Level of this facility and feeds the sprinkler riser. The sprinkler feed runs throughout the basement floor of the building that supplies L&S 2232 Page 4 has grade access at the front of the building, at Village Hill Road. The Rear of the building has grade access on the basement level garage entry, and facing the rear parking area, accessible from Musante Drive. There are two levels located above the first level grade access. SECTION 2—BUILDING AND SITE ACCESS The building is to be constructed on Village Hill Road. The rear of the building contains a parking area accessible from Mustante Drive. The Fire Department personnel and rescue vehicles can access the front of the building using Village Hill Road. The Fire Department Primary Response Point and location of the fire alarm system annunciator is located on the first level, accessible from main entry on Village Hill Road. The fire department secondary response point is the Basement level rear building entry, and is accessible from the buildings parking lot via Mustante Drive. The primary response point is the location of the Fire Alarm Control Panel. The sprinkler system pumper connection is a new 4" Storz type connection located at the front corner of the building (right side when looking at the building from Village Hill Road). This is outside of the location of the sprinkler service entry room. SECTION 3 -APPLICABLE LAWS, REGULATIONS & STANDARDS Systems were designed in compliance with the following: I. 780 CMR: Massachusetts State building Code —8t' Edition, Chapter 9: Fire Protection Systems. 2. NFPA 10—2007 Edition: Portable Fire Extinguishers. 3. NFPA 13 —2013 Edition: Installation of Sprinkler Systems. 4. NFPA 14—2013 Edition: Installation of Standpipe Systems. 5. NFPA 24—2007 Edition: Fire Service Water Mains. 6. NFPA 25 —2011 Edition 7. NFPA 54, chapter 10. 8. NFPA 72—2010 Edition: National Fire Alarm Code. 9. NFPA 720—2009 Edition. 10. MGL 26G: Sprinkler Systems. 11. 248 CMR: Gas Code. 12. 521 CMR: Massachusetts Architectural Access Board Regulations. 13. 527 CMR: Massachusetts Fire Prevention Regulations 14. 527 CMR 12.00: Massachusetts Electrical Code. 15. 527 CMR 14.00: Flammable Liquids, Solids & Gases. 16. 527 CMR 31.00: Carbon Monoxide Alarms. L&S 2232 Page 3 UPPER RIDGE FLATS - WEST NORTHAMPTON MA FIRE PROTECTION AND ALARM SYSTEM BASIS OF DESIGN NARRATIVE June 5, 2015 Information required pursuant to the Massachusetts State Building Code 780 CMR, 903.0. Owner: Upper Ridge Village Hill Road Nook Road Northampton, MA Designers of Record: Lindgren & Sharples, P.C. Consulting Engineers Date of Submittal: June 5, 2015 INTRODUCTION This project consists of a newly constructed six-family dwelling unit. The building shall be approximately 15,000 square feet on all levels of the new 3-story building, and basement level garage. The Building has grade accessible basement and first floor levels. The Flats West is primarily a private dwelling, and contains interior common areas at each level, and an elevator. The basement includes a common garage and private storage, in addition to building mechanical areas. This project will include the installation of an automatic dry type sprinkler system to serve all areas of the building. The fire alarm control panelboard shall be installed to serve all areas of the building. The primary fire department response point is at the front, main entry of the building, accessible from Village Hill Road. SECTION 1 —BUILDING DESCRIPTION The Building is a Mixed Use Group: Type R-2 (Residential- multiple dwelling units)S-1 (Storage Moderate hazard) and S-2 ( storage — light hazard). The Construction Type is 5-B, Combustible exterior walls with Unprotected Combustible interior elements, as defined by the Massachusetts State Building Code. The construction consists of wood exterior walls, steel beams, and wood floors. The building footprint is approximately 3750 square feet, and contains a total of three levels, and full basement. The total area of the building is approximately 15,000 square feet. The first floor L&S 2232 Page 2 NARRATIVE REPORT FOR FIRE PROTECTION & ALARM SYSTEMS AT UPPER RIDGE FLATS — EAST VILLAGE HILL ROAD NORTHAMPTON, MASSACHUSETTS PREPARED BY: LINDGREN & SHARPLES, P.C. CONSULTING ENGINEERS 435 COTTAGE STREET, SUITE 1 SPRINGFIELD, MA 01104-4005 TEL. 413-732-4336 June 5, 2015 r � Official Receipt for Recording in: Hampshire County Registry of Deeds 33 King St. Northampton, Massachusetts 01060 Issued To: WRIGHT BUILDERS 48 BATES ST 1-413-586-8287 NORTHAMPTON MA Recording Fees Document Recording Description Number Book/Page Amount .. _---__----------------- -------------- ---- DECIS 00025362 11489174 $75.00 PLH-2014-0009/NRIGHT BUIL $75.00 Collected Amounts Payment Type Amount s------------------------.----------——----- Check 44140 $75.00 $75.00 Total Received $75.00 Less Tote] Recordings: $75.00 Change Due -$.00 Thank You MARY OLBERDINS -Register of Deeds By: Beth C Receipt# Date Time 0268380 10/09/2013 09:29a V • Planning-Decision City of Northampton Hearing No.:PLN-2014-0009 Date:September 18,2013 FILING DEADLINE: MAILING DATE: HEARING CONTINUED DATE: DECISION DRAFT BY: APPEAL DATE: 8/222013 95!2013 912WO13 REFERRALS IN DATE HEARING DEADLINE DATE: HEARING CLOSE DATE: FINAL SIGNING BY: APPEAL DEADLINE: 812WZD13 10/1772013 811212013 912612013 1002013 FIRST ADVERTISING DATE: HEARING DATE VOTING DATE DECISION DATE: 8/29/2013 9/12/2D13 9112x1013 9/182013 ND ADVERTISING DATE NG TIME VOTING DEADLINE: ECISION DEADLINE. 9/5/2013 7:20 PM 12/11/2013 12/11/2013 MEMBERS PRESENT: VOTE: John Lutz votes to Grant Deb1n Bruce votes to Grant Ann DeWitt Brooks votes to Grant Jennifer Dieringer votes to Grant Mark Sullivan votes to Grant Francis Johnson votes to Grant TiON MADE sr. SECONDED BY., TH COUNT: DECISION: Francis Johnson Ann DeWitt Brooks 6 Approved with Conditions MINUTES OF NOTING: Available in the Office of Planning&Development. 1,Carolyn Misck as agent to the Planning Board,certify that this is a true and accurate decision made by the Planning Board and certify that a copy of this and all plans have been flied with the,Board and the City Clerk on the date shown above. 1 cexy that a copy of fs ctsion"W been mailed to the Owner and Applicant AM UUAW Notice ofAppeal An appeal from the decision of the Planning Board may be made by any person aggriieved pursuant to MOL Chapt 40A,Section 17 as amended within twenty(20)days after the date of the Sling of the notice of the decision with the City Clerk The date 1s listed above such appeal may be made to the Hampshire Superior Court with a certified copy of the appeal sent to the City Clerk of the City of Northampton. JAI 8FP 18 . 2013 i October 9, 2013 I, Wendy Mazza, City Clerk of the City of Northampton, hereby certify that the above - Decision of the Northampton Planning Board was filed in the Office of the City Clerk on September 18, 2013, that twenty days have elapsed' since such filing and that no appeal has been filed in this matter. Attest: � + City Clerk City of Northampton GeoTMS@ 2013 Des Laurtars Municipal Solutions,Inc. * REG �e�tt gp,MPS'�► MARY LBPR'[3 Planning:Decision City of Northampton Hearing No.: PL N-2014-0009 Date:September 18,2013 #7 Donel 4 Al'streets fronting the project;except tor Village Htl Road from Moser Street to the mid-block crosswalk,are subject to the 5-year moratorium for newly paved roads,which requires milling and overlay for the full width of the road and 20'beyond the limit of any cuts made in the pavemenii including granite curb reconfiguration.All trenches shall be backfilied with flowable file Curb cuts proposed to be relocated on Musante Drive and Moser Street with pull-off parking and drainage reconfigured on Moser as part of the curb cut relocation are subject to the 5-year moratorium.The plan should show the expected limits of mill and overlay due to cuts in the roadway. # 8 Done 8).Facen foot curb radtshall be used. #9 Done 9)•Concrete sidewaiks at relocated curb cuts shall be 6"thick to the nearest existing panel break beyond the limits of the cut #10 Done 1o).All sidewalks disturbed byconstmedon shat/be replaced to the neareMpane/. #11 Done o�tectable warning strips shall be installed at the approaches to the relocated curb cut on Musante 1#12 Done 12).All granite curbing not reused shall be returned to the DPW yard. #13 Done 13).All rims and Inverts for proposed sewer and drain manholes and catch basins or inverts for existing connection points must be Included on revised plans. #14 Do n el 14).The drain line from the catch basin proposed to be abandoned west of Building A shall be plugged with bricks and mortar in the receiving manhole as well as at the abandoned catch basin. 1#15 Done 15).The catch basin proposed to be abandoned on Moser Street shall have the cone section removed, the pipe plugged with bricks and mortar and the remainder of the structure backfilled with sand The Inlet pipe at the downstream catch basin shall also be plugged with bricks and mortar. 1#16 Done 11 16).The new pull-off parking area shall be stripped of any remaining asphak and new ro adway base InstaAed throughout 1#17 Done 127.Water and sewer line sizes and materials and methods of construction shall be approved by Department of Public Works k1 8 - lines at Bldg A 18).Any conflicts where water and sewer line crossings are shown at Building A and between Building ire Done. Pending - C and Flats rest mum be resolved and adequate separation according to Department orPubfic Works nes between Bldg C standards must be met K FI ats East Jmrvved the major site plan based upon the fallowing plans submitted with the application and Information materials: t. Upper Ridge at Village Hill Prepared for Wright Builders,Inc.by The Berkshire Design group,Inc.Dated August 12,2013 Sheets L 1- L6 2. Upper Ridge Building Elevations by Kuhn Riddle Architects,dated 8112113 Building A,8,Flats East,Flats West;Duplex. The board approved the site plans upon determining compliance with the standards in 350-1 f.6 as follows: A.The requested use protects adjoining premises against seriously detrimental uses.The site Is the next phase of residential development consistent with the masterplan showing densities consistent with abutting properties. B.The requested use will promote the convenience and safety of vehicular and pedestrian movement within the site and on adjacent streets. This site build out will Incorporate the next segment oflinks to create an east west pedestrian corridor through the campus Driveway points are minimized with shared parking In the rear of the buildings to reduce impacts on the sidewalk (1)Traffic mitigation has been addressed at the master plan stage far the redevelopment of the entire campus. C The site will function harmoniously in relation to other structures and open spaces to the natural landscape,existing buildings and other community assets In the area as it relates to landscaping,drainage,sight lines,building orientation,massing,egress,and setbacks. D.The requested use will not overload,and will mitigate adverse impacts on,the City's resources,including the effect on the Ciy's water supply and distribution system,sanitary and storm sewage collection and h eatmont systems,fire protection,streets and schools. The construction materials and methods for waterlines,sanitary sewers,storm sewers,lire protection,sidewalks,private roads,and other Infrastructure shall be those set forth In the Northampton Subdh4slon Regulations F-The requested use meets any special regulations set forth in this chapter. F.Compliance with the following technical performance standards: (1)Curb cuts onto streets have been minimized through shared access (2)Pedestrian,bicycle and vehicular traffic movement on site must be separated,to the extent possible,and sidewalks must be provided between businesses within a development and from public sidewalks,cycle backs and bike paths. (3)Stomiwaler will be treated through previausly constructed infrastructure. COULD NOT DEROGATE BECAUSE GeoTMS®2013 Des Lauders Municipal Solutions,Inc. Status of Planning Board Planning-Decision City of Northampton Decision conditions as of 12/30/14. Emailed to the Nton Hearing No.: PLN-2014-0009 Date:September 18,2013 Bldg Dept on 12/30/14. APPUCATION TYPE: SUBMISSION DATE. PB AN or Site Plan 8/1312Of3 Applicant's Name: Owner's Name: l �14H NAAAE: } WRIGHT BUILDERS WRIGHT BUILDERS Sk: 11489Pg:174 Page:1 of 3 ADDRESS: ADDRESS' Recorded: 10109/2013 09:29 AM 48 Bates St 48 Bates St TOWN: STATE ZIP CODE TOWN: STATE ZIP CODE: NORTHAMPTON MA 01060 NORTHAMPTON MA I 01060 PHONE NO.: FAX NO.: PHONE NO-, FAX NO- (413)586-8287 116 413 5879276 (413)S86-8287 116) (413)567-9276 EMAIL ADDRESS: EMAIL ADDRESS: LGAUDRFAU @WWGHT-BUILDERS.COM LGAUDREAUQWRIGHT BUILDERS.COM Site Information: Surve or's Name: STREET NO- SITEZONING: COAAPANY NAME. FORD CROSSINGMLLAGE HILL RD PW1OO)1SG 6(100)/ TOWN: ACTION TAKEN: ADDRESS: NORTHAMPTON MA 01060 Approved With Conditions MAP: BLOCK: LOT: MAP DATE: SECTION OF BYLAW: 31C Of8 001 Chpt 350-11:Site Plan Approval TOWN: STATE ZIP CODE: Book: 8"' 0925 302 PHONE No.: FAX ND» EMAIL ADDRESS: NATURE OFFROPOSED WORK 28 Unit Development within 7 buildings HARDSHIP: COMMON OF APPROVAL: #1 Done 1) Thirty(30)days prior to bidding construction,civil construction plans for each phase,stamped by a registered Massachusetts P.E,shall be provided to the Department of Public Works(DPW)for review and comment Ali plans shall Incorporate revisions required In the conditions herein below and also Include: a.Details for granite curb,handicap ramp, sewer cleanout detail b.6 inch concrete thickness for sidewalks crossing driveway openings. c.Gravel base material for Bit Conc.Paving In Moser Street shall be 8 Inches oWl.03.0,Type b with 4 Inches ofprocessed gravel,M1.03.1,above. d.Gravel for sidewalks in the City ROW shad be processed gravel,M1.011 with maximum stone size of 2lnches. #2 Done 2).Prior to Issuance of building perm14 documents must be submitted to the DPW confirming a minimum two foot separation between the bottom of the proposed Infiltration trenches and the estimated seasonal high groundwater level #3 Done 3).Prior to issuance a building permit for the proposed project and in accordance with the Siormwater Management Permit for Village Hill Phase 2 Issued to MassDevelopment In 2007,the applicant shall the applicant shall submit revised drainage calculations that reflect the actual construction that has been completed and confirms the remaining capacity of the Detention Basins In each Sub-Watershed area. The applicant shall further meet all otherrequirements necessary to comply with the original permit F#-4D- 4 Don a 1 4)•Prior to completion of Building A,the applicant shall file a request through,Department of Public Works,to begin the necessary procedure for removal of the two previously accepted onstreet parking spaces along Moser Street that will be eliminated as a result of this project #5 & #6 Pending - 5).Prior to Issuance of a certificate of occupancy for either of the"flats"apartment buildings,the Prior to C of O for applicant pigrcord a public access easement for the path connection between Musante Drive and either Flats Bldg 6).Prior to Issuance of acertiRcateof occupancy for either of the"flats"apartment buildings,the applicant shall Install directional sign for park at the public path near-Village Hill Road Intersection Indicating access to Beech Tree Park ■.fir �� . GeoTMS®2013 Des Lauders Municipal Solutions,Inc. Initial Construction Control Document _ To be submitted with the building permit application by a j a Registered Design Professional ` for work per the 8t' edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Village Hill—Upper Ridge Flats East Date: June 4, 2015 Property Address: Northampton,MA Project: Check(x)one or both as applicable: X New construction Existing Construction Project description: New construction, R-2, Six condo apts. 1, Mark Felgate, MA Registration Number:47531 Expiration date: June 30, 2016, am a registered design pr(�fessional. and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: Architectural Structural Mechanical Fire Protection X Electrical Other: for the above named project and that to the best of my knowledge, information, and belief such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted engineering practices for the proposed project. I understand and agree that I (or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official, I shall submit field/progress reports (see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, I shall submit to the building official a `Final Construction Control Document'. ski"OFiygs Enter in the space to the right a"wet"or �a� s9e, Q MARK W. yG electronic signature and seal: FELGATE v ELECTRICAL --4+ NO.47531 y Phone number: (413) 732-4336 Email: mfelgate(alindgrensharples.cotnos r��$ 4� ANAL E �' Building Official Use Only Building Official Name: Permit No.: Date: Note 1. Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised. If'other' is chosen, provide a description. Version 06 11 2013 Initial Construction Control Document u To be submitted with the building permit application by a _ Registered Design Professional for work per the 8`" edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Village Hill—Upper Ridge Flats East Date: June 4, 2015 Property Address: Northampton,MA Project: Check (x)one or both as applicable: X New construction Existing Construction Project description: New construction, R-2, Six condo apts. I, Charles P. Sharples , MA Registration Number: 28940 Expiration date: June 30, 2016, am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: Architectural Structural X Mechanical Fire Protection Electrical Other: for the above named project and that to the best of my knowledge, information, and belief such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted engineering practices for the proposed project. I understand and agree that I(or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official, I shall submit field/progress reports (see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, 1 shall submit to the building official a `Final Construction Control Document'. Enter in the space to the right a"wet"or r electronic signature and seal: � . .R F Phone number: (413)732-4336 Email: esharples @lindgrensharples.com �£ Building Official Use Only Building Official Name: Permit No.: Date: Note 1. Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised. If`other'is chosen, provide a description. Version 06 11 2013 • RYAN S. HELLWIG, PE • STRUCTURAL ENGINEER • Secondary Construction Control Document June 8, 2015 Louis Hasbrouck- Building Commissioner Northampton Department of Building Inspections 212 Main Street- Municipal Building Northampton MA 01060 Project Title: Upper Ridge Flats East Project Location: Village Hill Scope of Project: New Building Architect: Kuhn Riddle Architects General Contractor: Wright Builders In accordance with the 8' Edition of the Massachusetts State Building Code §107.6.2, I hereby certify that I have personally prepared the STRUCTURAL design drawings S 1.1 - S 1.4 & S2.0 - S2.2 dated June 8, 2015 for this project. To the best of my knowledge, these drawings conform to the applicable provisions of the Massachusetts State Building Code and to accepted best engineering practices. I further certify that I shall personally perform the necessary professional services during the construction of that portion of the work as shown in the above-mentioned design drawings, including: 1. Be present at the site at appropriate intervals during construction to determine that the work is being performed in a manner consistent with the design drawings; 2. Review, for conformance with the design concept, submittals made by the Contractor as required by the design documents; 3. Review reports for Special Tests and Inspections as required by the design documents. I shall submit progress reports to the Architect after any site visit. I shall also submit to you a final report upon the completion of this portion of the project. tN OF Aj4 Respectfully, RYAN S. Ryan S. Hellwig i ELLWIG STRUCTURAL N No. 37300 Massachusetts Professional Engineer#37300 - STRUCTURAL s I • 18 LINDEN AVENUE • GREENFIELD,MA 01301 • • VOICE=413-774-7444 • EMAIL=rshpe @crocker.com • Initial Construction Control Document z To be submitted with the building permit application by a off d Registered Design Professional for work per the 81h edition of the r Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Village Hill—Upper Ridge Flats East Date: June 2, 2015 Property Address: Northampton,MA Project: Check(x)one or both as applicable: X New construction Existing Construction Project description: New construction,R-2, Six condo apts. I, Charles Roberts,MA Registration Number: 10107 Expiration date: 8/31/2015, am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': X Architectural Structural Mechanical Fire Protection Electrical Other: for the above named project and that to the best of my knowledge,information,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, I shall submit to the building official a `Final Construction Control Document'. ADO Enter in the space to the right a"wet"or �S •Rpy�� electronic signature and seal: 0101 � T Phone number: (413)259-1630 Email: croberts @kuhnriddle.com Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an `x'project design plans,computations and specifications that you prepared or directly supervised.if`other'is chosen, provide a description. Version 06 11 2013 MUNICIPAL SEWER/AVAILABILITY APPLICATION Northampton Streets Department 125 Locust Street Northampton, MA 01060 587-1570 A Department of Public Works Trench Permit and Sewer Entry Permit shall be required prior to any construction or connection activity associated with this application. Location: 73 Village Hill Road Inquiry Made By: Wright Builders Linda 586-8287 Date of Inquiry: 5/5115 Reason for Request: New Construction 6 Unit Condo Hook into City Sewer Municipal Sewer Main in Front of Location: Yes No Municipal Storm Drain Available: 5'/z deep Yes No Size of Sewer Main: Material: Age: Depth of Sewer Main: Length of Sewer Main: Size of Service Connection: Type of Service Connection: Tie-in to Sanitary Main Tie-in to Sanitary Stub Comments: 41 =GF r iv G j c,re-, City Requires 6" cleanout installed at City Property Line Note: If this availability is for new construction, this form must be hand delivered to Building inspector. A corresponding"sewer entrance fee"shall be paid prior to making any connection to the municipal sewer system.Arrangements of such installation shall be made with the Northampton Streets Department with a minimum of 5 working days notification. All work shall conform to Northampton Streets Department specifications. "4 e�2�L 1 '1 i ohn Hall / ewer Department cc: Ned Huntley, Director DPW Louis Hasbrouck, Building Commissioner May, 12. 2015 12:01 PM Northampton Water Dept No. 038B P. 1 MUNICIPAL WATER AV'AILABILITY''APPLICATION Northampton Water Department 237 Prospect St. Northampton,MA 01060 587-1097 A Department of Public Works Trench Permit shall be required prior to any construction or connection activity associated with this application. Location; 73 Village Hill Road Inquiry Made By: Wright Builders Linda 586-8287 Date of Inquiry: 5 15/I5 Number of Type of Single Family X Type of Private Units: Unit(s): Apart Comm. Ownership, Condo X Multi-family Rental (Annlicstnt to f511 oz�t the ahov'e) Municipal Water Main in Existing service to Front of Location? Yes: X No: situ Yes:X No Size of Water Main: 8" Material: Ductile Iron Age: 2005 Approximate Static Street Flow Test Conducted.Yes. No:X Pressure: 80 psi If done attach results Size of Service Connection 1.5" Domestic-- 6" fire Suggested Meter Size: 6—5/8"domestic,I-1"irrigation(7 total) Comments: The Water Department cannot guarantee adequate water pressure during pear demand tunes at elevations above 320 feet, Backflow permit required for fire line:I"meter for Irrigation. Master deed must indicate common ownership of building service and irrigation meter. • A corresponding water entrance fee shall be paid prior to making any connection to the municipal water system. • Arrangements of such installation shall be made with the Northampton Water Department with a minimum of 5 working days notification. • AU o shall eonfozm to Northampton Water Department specifications. Gre ttelman, Superintendent of Water Dept Water Entry S 200 Meter S 960 Radio S 945 cc: Ned Huntley,Director Note: If'this availability is for a new construction,it must be hand delivered to the BuildinE / Inspector. \\siiibl\eldlllill\Permits\Water Application\Water A va ilabilhy.clot `� 3' C�1 �S�t�f ILJIIif�:! .� DEP A3i.14-E L OF BUILDLNG NSF°GTicYS . y. INSrGCIOR 312 Main SL-eet ' Municipal BuiIdz--ig Itiorthamptor., Mass. 01060 Scuare Fcctrce A-mcunt 'Easement @ 4 `0 35-36- 7a 7 1st =?ccr @ '50 1.3 30. S 2nd =,cor @ •3a . -- 1/2 ?lcors, Attic, Garage, aQ DedK, Por&,es �O _ 330 TC AL y 73 ✓1'114se H// le"4 arl 38. Deck ledgers and post must be appropriately attached, bolts or lags. 780 CMR R502.2.2.1 Note:Thrul-oks are engineered for post attachment supporting a railing. Lateral attachment is required for each deck per section 502.2.2.3. 39. Smoke and CO detectors as required.780 CMR R314 and R315. a. Smokes in each bedroom,within 10' of a bedroom door,and at the bottom of a stair leading to a finished floor above. b. CO within 10' of bedroom doors,at each level,for every 1500 sqft, (plumbing code in the mechanical room) Except if there are no fossil burning fuels. c. Heat detector in attached garage, and other large unfinished unconditioned spaces. 40. Closets beneath stair which have doors must be drywalled with%:".780 CMR R302.7 41. If there is mechanical equipment or a combustible roof,30 sqft of space, and 30" measured from top of ceiling joist to bottom of rafters an attic access of minimum RO of 22" x 30" is required to be located in an accessible place. It must be insulated,gasketed, and secured in place. Relevant items must be submitted to the building department for approvals before inspections and or Certificates of Occupancy can be issued. Feel free to call if you have any questions. My telephone number is 587-1240 and office hours are Monday through Friday, 8:30 am to 4:30 pm,excepting we close for walk-ins at 12:00 noon on Wednesdays. My email address is: cmiller nnorthamptonma.gov Thank you r your cooperation on these matters. Chuck Miller City of Northampton Assistant Commissioner and Zoning Enforcement 23. Guards 36" minimum height above walking surface, a bench is a walking surface, required for more than 30" above floor or grade within 36",4" sphere rule.780 CMR R312.1. 24. Floor joist systems that are not equal to 1%" nominal dimension must be covered with%" drywall or 5/8"wood structural panel or equivalent with some exceptions. 780 CMR R501.3 25. Educate the plumber and electrician about maximum notch and hole sizes, and placement.780 CMR R502.8 and R602.6. In bearing studs holes not larger than 40%of a stud no closer than 5/8 to the edge, In interior non-bearing studs holes not larger than 60%of a stud no closer than 5/8 to the edge, or holes in joist are a maximum 1/3 the depth not closer than 2"from the top or bottom or to any other hole. Notches are different. 26. Drilling or notching of more than 50%of the wall plate width of an exterior wall or load bearing partition requires a 16 GA 1%" strap across the area and 6" beyond each side with 8- 10nd nails. 780 CMR R602.6.1 27. Dryer ducts must terminate outside of the building, have a backdraft damper,cannot include a screen, and require 3' clearance from windows. 780 CMR M1502.3 28. Dryer duct transition is limited to 8' of aluminum flex, must be exposed, and the proper UL listing.780 CMR M1502.4.3 29. Dryer duct maximum equivalent length is 25' less 5' per 901 elbow or per manufacturer's specs.780 CMR M1502.4.4.1, no screwed connections. 30. Markup air is required for any exhaust hood of 400 CFM or more.780 CMR M1503.4 31. Fireplaces require all combustion air be provided from the exterior and below the firebox, duct work maintaining 1" clearance for 5' from the duct outlet for all fireplaces and airtight doors. 2009 IECC 402.4.3 32. Fire and draft stopping shall be completed before rough inspection.Typical locations,top (ceiling) and bottom (floor) plates, soffits, and every 10'within enclosed cavities.780 CMR R302. 33. Ignition barriers are required over all thermal plastics and must be in place before final. 780 CMR R316. 34. Dwelling/Garage fire separation. An attached garage (within 3' of main structure) is required to have%" drywall on the garage side of the separation wall and if there is a finished space above the garage all walls must have%2" drywall and the ceiling 5/8" drywall.780 CMR R302.6 35. Energy aspects shall comply with the stretch energy code.780 CMR Appendix 115AA or 2009 IECC. a. An initial HERS evaluation is required including insulation levels anticipated. b. A final HERS evaluation confirming code requirements have been met including duct testing. c. A signed copy of the Thermal Bypass Checklist. d. Energy information including mechanical equipment posted on the electric panel. e. Remodeling and Additions can be completed in accordance with IECC 2009 with Energy Star Windows and the Thermal Bypass Checklist. Duct blast testing when practicable. f. All band joist insulation must be enclosed within an air tight cavity,which you must create. 36. Vapor retarders.Although these are still in the code have exceptions, one must understand that there is a difference between a vapor retarder or barrier and an air barrier. An air barrier is intended to stop air flow (convection) a vapor retarder or barrier is intended to stop molecular moisture transfer(diffusion). A vapor retarder or barrier is effective even if there are some holes or gaps, however an air barrier has to be absolute and complete. If air can leak through an electrical device or through a crack it follows the path of least resistance and carries 99%of the moisture in a structure.This is evident every time one exposes fiberglass insulation and finds black insulation,which is dirt filter out of the air moving through the insulation. 780 CMR R601.2 for vapor retarders and Table N1102.4.2 for air sealing requirements. 37. Unvented attic assemblies. Hot roofs are allowed, but have specific requirements 780 CMR R806.4. 9. Crawl spaces can be treated in three different ways,vented (poor idea), exhausted (similar to exhaust only systems),or treating the space with supply and return.See 780 CMR R408 10. Ceiling joist are intended to prevent spread,once raised above the wall plate they become rafters ties and may require up sizing of rafters and increased nailing for example with a 4" slope 8-16nd common are required at each connection. 780 CMR R802.3.1. When there is neither of these a structural ridge is required with a load path to the foundation. 11. Steel straps over the ridge or 1x4 minimum collar ties are required 4'OC in the upper 1/3 d 780 CMR R802.3.1 12. Ridge boards must be the full depth of the cut.780 CMR R802.3. 13. A complete window and header schedule is required.780 CMR Table R502.5 for header sizing and number of jack studs required. 14. All framing materials which are not code prescriptive must have stamped engineering. a. LVLs b. 1-joist and or Floor Truss c. Roof truss 15. All [-Joist need to be protected from fire with%drywall or 5/8 wood structural panel. (R501.3) 16. A braced wall plan identifying appropriate braced wall areas where required (R301.1) and braced wall method being used. 780 CMR 602.10. a. Garage corners and large corner window/door layout may require special solutions. b. All corners must be appropriately attached to the foundation. c. When using PFH (R602.10.3.3) or PFG (R602.10.3.4)the nailing requirement is 4" and 3" respectively using 8d common nails or galvanized box nails. PNEUMATIC nails must be full headed with the temper and shank sizing meeting the strict code requirement. 17. When nailing sheathing make sure your pneumatic nailers' pressure is properly set. Nails set too deep perforate the sheathing weakening it and contribute to building damage in high wind events. 18. Ceiling heights minimum 7'for habitable spaces, 6'8" for bathrooms includes tub/shower area if a shower head is used, 6'8" for basements, 6'4" at beams/ducts.780 CMR R305.1. MA amended 19. Hazardous glazing locations,within 24" of a door, or within 60 of a stair, or across from hot tubs,spas, bathtubs within 60" if not 60" above the walking surface, and other locations.780 CMR R308.4 20. Windows over 72" above grade with the opening less than 24 above the finished floor shall meet the 4" sphere rule. Order restrictors.780 CMR R612.2 21. Egress and emergency escape requirements shall be strictly met. a. Basements, habitable attics, and all sleeping rooms require emergency escape. 780 CMR R310 b. Windows within 44" of floor, DH 3.3 sqft min window size,Casement 20"x41" exception 5 sqft at 15t floor. Minimum clear opening 20"x24" or 24"x20".780 CMR R310.1.1 c. Two doors remote as possible at the normal level of travel,opening measured from the face of the slab to the stop with door at 90 degrees, one 32" and one 28" minimum 78" high.780 CMR R311.2 d. Landing at each door 36" out and the width of the door minimum 36", maximum step 7 3/" from the top of the threshold and only in-swinging doors. 780 CMR R311.3 22. Stairs have critical standards, make sure you know the floor finishes when planning. Minimum tread 9", maximum riser 8%", maximum overall variance for the run is 3/8",4" sphere rule on risers except where the total rise is 30" or less 780 CMR R311.7.4.3 Exception,4 3/8" on balustrade, 6" in the triangle. Graspable rail 1 V minimum and 2" maximum rail, height minimum 34" maximum 38", required for 4 or more risers. Landing to landing constitutes a new run. Minimum 6'8" ceiling height from nosing. Rails must be continuous and returned to the wall if not to newel post.780 CMR R311.7. City of Northampton ' Massachusetts - { I } DEPARTMENT OF BUILDING INSPECTIONS r 212 Main street • Municipal Building ° Northampton, MA 01060 3�$ hF„ 4tit` INSPECTOR Wright Builders Inc. October 27, 2015 48 Bates Street Northampton, MA 01060 Subject Location:73 Village Hill Road Map Block: 38A-104 Mr. Heilman, Your building permit application dated 4-28-14 and plans dated 8-12-2013 have been approved as drawn and per this memo.All work must meet all applicable codes whether noted or not included within this memo. Please follow up on the following items: These items will need to be accomplished as the project moves forward and before rough inspections; 1. The proposed gas heating unit state approvals run out on 7-6-14. 2. Parlor Stoves are not likely a suitable replacement for the primary heating source,the energy requirements would need to be satisfied. 3. The manufacturer's clearance requirements as well as the gas company clearances have not been met at the north end 1"and 2nd floor exhaust locations. 4. Dryers exhausting 200 CFM require makeup air. 5. Clothes dryer closets require an opening of 100 square inches of make air. 6. Concealed dryer exhausts are required to have the equivalent length permanently labeled or tagged within 6'of the exit connection. Note August 16th 2013 begins the newest energy code 2012 IECC with MA amendments with a concurrency period until July 1,2014 and an expectation of a new Stretch Code. As of August 4th 2011 the 8th Edition MA code is the 2009 IRC with MA amendments. In the following are some generic requirements which seem to be problematic. This is not intended to be comprehensive, nor is it a substitute for purchasing and reading the MA codes. Read only international codes are available on line at http•//publicecodes.cyberregs.com/icod/one must also consider the MA amendments to these codes which can be found at www.mass.gov/dps/bbrs . The current relevant building codes are: 2009 IBC, 2009 IEBC, 2009 IMC,2009 IRC, 2009 or 2012 IECC,AA115, MA amendments. 1. Structures shall conform to 780 CMR 8th Edition 1 and 2 family building codes with MA amendments. 2. Grading plan for structures being constructed required.780 CMR R401.3 for drainage requirements. 3. A basement drainage system is required in all basements 780 CMR R405.2.3.except those in group soils(table R405.1) 4. Foundations that retain earth and enclose interior space require damp proofing 780 CMR R406.1. 5. Through wall form ties must be removed from both faces and patched with hydraulic cement. 780 CMR R406.2 of amendments. 6. Foundation anchor bolts must be Y2" and be embedded a minimum of 7" into the concrete. 10" bolts! 780 CMR R403.1.6 7. CMU foundations require 3/8" parging before damp proofing. 780 CMR R406.1 see exceptions. 8. Emergency escape is required out of every basement whether habitable or not.780 CMR R310.1 Versionl.7 Commercial Building Permit May 15,2000 SECTION 10-STRUCTURAL PEER REVIEW(780 CMR 110.11) Independent Structural Engineering Structural Peer Review Required Yes 0 No SECTION 11 -OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, Wri,A ►1 t 8(A l,lde.rs /Aark I-ccXoe-l1 as Owner of the subject property hereby authorize (,��I g f &A; r 5 to Ll act on my behalf, in all matters relative to work authorized y this building permit application. Signature of Owner Date I, l!9h l �LtJ fCX CrS as Owner/ uthorized Agen hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. s o o At'�n'14 n Print Name � / { - 3-6 Signature of Owner/Agent Date SECTION 12-CONSTRUCTION SERVICES 10.1 Licensed Construction Supervisor: / ' �/ Not Applicable ❑ Name of License Holder: r/`q 11 1 "Fki lde-s </1as o n L!C Or1 Q n -('� 7 0 4 1 License Number y$ Ba c.s S� �c ._. /t/a� �fcm _. 1R.3 Address Expiration Date Signature Telephone SECTION 13 WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152,§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes %,00 No Q Version I.7 Commercial Building Permit May 15,2000 SECTION 9-PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES-FOR BUILDINGS AND STRUCTURES SUBJECT TO CONSTRUCTION CONTROL PURSUANT TO 780 CMR 116(CONTAINING MORE THAN 35,000 C.F.OF ENCLOSED SPACE) 9.1 Registered Architect: Not Applicable ❑ Name(Registrant): Registration Number Address Expiration Date Signature Telephone 9.2 Registered Professional Engineer(s): asJe,s r, Name Area of Responsibility . -51 — , q.S-jetle4 � - - 289�a Address Registration Number Sign lure Telephone Expiration Date Name Area of Responsibility 143'-( C5t�e 5�-. , '6'f�ng selt9 , MA'. 4 7 �57 31 Address Registration Number '-S"w-tfi; 34, Signatur Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date 9.3 General Contractor Not Applicable❑ Company Name: Responsible In Charge of Construction Address Signature Telephone Version 1.7 Commercial Building Permit May 15,2000 SECTION 9-PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES-FOR BUILDINGS AND STRUCTURES SUBJECT TO CONSTRUCTION CONTROL PURSUANT TO 780 CMR 116(CONTAINING MORE THAN 36,000 C.F.OF ENCLOSED SPACE) 9.1 Registered Architect: Not Applicable ❑ Name(Registrant): Registration Number Address Expiration Date Signature Telephone 9.2 Registered Professional Engineer(s): '004"li Name Area of Responsibility Address Registration Number L--- I O .-Z421 J v SignatureV v Telephone Expiration Date Name w Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date 9.3 General Contractor Not Applicable ❑ Company Name: Responsible In Charge of Construction Address Signature Telephone Versionl.7 Commercial Building Permit May 15,2000 SECTION 9-PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES-FOR BUILDINGS AND STRUCTURES SUBJECT TO CONSTRUCTION CONTROL PURSUANT TO 780 CMR 116(CONTAINING MORE THAN 35,000 C.F.OF ENCLOSED SPACE) 9.1 Registered Architect: : Charles Roberts Not Applicable 10107 Name(Registrant): __ ..._ Kuhn Riddle Architects, 28 Amity St. , Ste. 2B, Amherst, MA Registration Number Address August 31, 2015 413-259-1630 Expiration e Signature Telephone 9.2 Registered Professional Engineer(s): Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date 9.3 General Contractor aw bf —_&Il //e.r5. Not Applicable ❑ CompaiKy Name: mason 17G LM4l1 Responsible In Charge of Constructi MA Address Signature Telephone pease See Qf1acke.d MCADC-OU PB de-c► Sio n Versionl.7 Commercial Building Permit May 15,2000 8. NORTHAMPTON ZONING Existing Proposed Required by Zoning This column to be filled Building Departure Lot Size Frontage Setbacks Front Side L: R: L: Rear Building Height Bldg. Square Footage % Open Space Footage % (Lot area minus bldg&paved parking) #of Parking S ces Fil olume&Location A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO 0 DONT KNOW Q YES Q IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO Q DONT KNOW 0 YES 0 IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO a DONT KNOW Q YES Q IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Q Obtained 0 , Date Issued: C. Do any signs exist on the property? YES NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES © NO IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading,excavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES & NO Q IF YES,then a Northampton Storm Water Management Permit from the DPW is required. S� PPP R,�ej Qk D� J Vn ) 0 1 QLs /c3 by �ec re De-5 Versionl.7 Commercial Building Permit May 15,2000 SECTION 4-CONSTRUCTION SERVICES FOR PROJECTS LESS THAN 35,000 CUBIC FEET OF ENCLOSED SPACE Interior Alterations ❑ Existing Wall Signs ❑ Demolition❑ Repairs❑ Additions ❑ Accessory Building❑ Exterior Alteration ❑ Existing Ground Sign❑ New Signs❑ Roofing❑ Change of Use❑ Other C9 Brief Description Enter a brief description here. &A,'10( new 3 story, an�'t �o pan ti o m Of Proposed Work: G (p�t1 I/1 W J "l A o no(a a -------] ti-NttrDA- r SECTION 5-USE GROUP AND CONSTRUCTION TYPE USE GROUP(Check as applicable) CONSTRUCTION TYPE A Assembly ❑ A-1 ❑ A-2 ❑ A-3 ❑ 1A ❑ A-4 ❑ A-5 ❑ 1B ❑ B Business ❑ 2A ❑ E Educational ❑ 2B I ❑ F Factory ❑ F-1 ❑ F-2 ❑ 2C ❑ H High Hazard ❑ 3A ❑ I Institutional ❑ 1-1 ❑ 1-2 ❑ 1-3 ❑ 3B ❑ M Mercantile ❑ 4 ❑ R Residential R-1 ❑ R-2 R-3 ❑ 5A ❑ S Storage ❑ S-1 ❑ S-2 ❑ 5B �. U Utility ❑ Specify: M Mixed Use ❑ Specify: S Special Use ❑ Specify: COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS,ADDITIONS AND/OR CHANGE IN USE IS Existing Use Group: Proposed Use Group: GblO4A h'Q 1 Existing Hazard Index 780 CMR 34): Proposed Hazard Index 780 CMR 34): SECTION 6 BUILDING HEIGHT AND AREA BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION OFFICE USE ONLY Floor Area per Floor(so 1st at 36 6.l 5 F 2nd 2nd F 3rd 3rd b I S F 4m 4 m Total Area(sf) Total Proposed New Construction(sf) _ 10j %3 5F Total Height(ft) Total Height it oZ fi 7.Water Supply(M.G.L.c.40,§54) 7.1 Flood Zone Information: 7.3 Sewage Disposal System: Public to II Private ] Zone Outside Flood Zone[S Municipal E§ On site disposal system❑ Ann lQ 61'Y Ies A4 - Versionl.7 Commercial Building Permit May 15,2000 Department use only r"" ty of Northampton Status of Permit; {✓(�,, "Iding Department Curb�Cut/Dnu y Permit 212 Main Street Sewer/Septio Avalt abltl tY Room 100 Water/Wet[Availability North pton, MA 01060 'Two Seta of Structural Plana 1240 Fax 413-587-1272 Piot/Ste Plates btu;;uin9 MA 01060 Other Spa* APP IC CONSTRUCT, REPAIR, RENOVATE,CHANGE THE USE OR OCCUPANCY OF,OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING Upper X'ot t V4'�fa�e Hil� SECTION 1 -SITE INFORMATION P t~1Q c3 S g Ids. 1.1 Property Address: p This section to be completed by office 7 3 Vi)IQ q E ���� 26 gp� Map 3 1 C Lot 14(1 Unit Nor th o0.rn Pfo f1 t � f{ Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Ur.jht �uIWe rs //11c rk_ Leotoe `�� qte S ! fMp.-t 1V0rtAamp+oA AA Name(Print) Current Mailing Address: Signature Telephone 2.2 Authorized Agent: 1 W Qt .s Y-14 14CiVma11 W8 84fes S+reef Nor+lrcmro far), ^4 Name(Print) Current Mailing Address: Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building / (a)Building Permit Fee r 2. Electrical (b)Estimated Total Cost of Construction from 6 3. Plumbing A�4 / Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection d. 6. Total=(1 +2+3+4+5) '}', Check Number (� This Section For Official Use Only Building Permit Number Date Issued Signature: Building Commissioner/Inspector of Buildings Date File#BP-2015-1280 APPLICANT/CONTACT PERSON WRIGHT BUILDERS ADDRESS/PHONE 48 Bates St NORTHAMPTON01060(413)586-8287(116) / >I PROPERTY LOCATION 73 VILLAGE HILL RD-UPPER RIDGE,VILLAGE HILL PHASE III/FLATS EAST MAP 3 1 C PARCEL 046 001 ZONE PV THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid Typeof Construction: CONSTRUCT 3 STORY 6 UNIT TOWNHOUSE W/2 DET GARAGES New Construction Non Structural interior renovations Addition to Existine Accessory Structure Building Plans Included: Owner/Statement or License 070417 3 sets of Plans/Plot Plan AeL-&/�; THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORINATION PRESENTED: /104proved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management o " e Signature of Building Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning&Development for more information. 73 VILLAGE HILL RD-UPPER RIDGE,VILLAGE HILL PHASE III/FLATS EAST BP-2015-1280 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 3 1 C-046 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category:New townhouses BUILDING PERMIT Permit# BP-2015-1280 Project# JS-2015-002345 Est. Cost: $1520943.00 Fee: $4801.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: WRIGHT BUILDERS 070417 Lot Size(sq. ft.): Owner: WRIGHT BUILDERS Zoning: PV Applicant. WRIGHT BUILDERS AT. 73 VILLAGE HILL RD - UPPER RIDGE VILLAGE HILL PHASE III/FLATS EAST Applicant Address: Phone: Insurance: 48 Bates St (413) 586-8287 (116) Workers Compensation NORTHAMPTONMA01060 ISSUED ON.1012812015 0:00:00 TO PERFORM THE FOLLOWING WORK.-CONSTRUCT 3 STORY 6 UNIT TOWNHOUSE W/2 DET GARAGES POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType• Date Paid: Amount: Building 10/28/2015 0:00:00 $4801.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner ow i �W x a] C K +1 3 3 N 5 m n R a rn y 50 8" a 84 cD O 44,0" �.(D RRR g C 42'4" 1'8" 9 o N x CL 1 F23L F21 / 1 1 1/4" I / I I a_ 4, !< ', _ ' r a N a I F T / O t j A t / _ t r p ' J r r F22B J O 4-i r _. - u __C 00 O 1 X65/8 T o F22B 1-4- f - / O j 4 F 2 3A o ,� i I (/ 3 . r L _ - F23L F22L L O N'nl 14-8" 13'0" 14'8' $ O $.A to Cn i n m ji - I 3 °_° r _ V F23L F22L rra y IQ AN 0 p C.3 N Cx a R — , ~ a Cx n I I g o l o Q y O - 24G lc 1 " l* a - 1 1 x F22B 14" f a:: .. _ - N N � O 1'8% N T y T f N t tV �N N •. J. 01 L {Ir_Y o I o O I F22B - -- - - _ - a u N I' ^2 w o o --I r v N I O I N I N O � 1'1t7 1/a" 1'101!4' I''I - F21 1 8" 14'8" 13'0" 14'8' _ X1'8"�__.. 6'6' U7 a1 4 W N OD U1 00 - -- HIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as mdividual building components to Upper Ridge Flats East ncorporated into the building design at the specification of the building designer. See individual design sheets for ea russ design identified on the placement drawing. The building designer is responsible for temporary and permanent brat t the roof and Floor system and for the overall structure. The design of the truss support structure including headers,bea Village Hill Rd. Northampton, MA ails,and columns is the responsibility of the building designer. For general guidance regarding bracing,consult"Bracing UFP Belchertown, LLC cod trusses"available from the Truss Plate Institute 583 D'Onss l Drive;Madison,WI final It is the construction of It 6/2/15 eneral Contractor/Superintendent to verify that the provided truss layout shall match the final intended construction plans Ming conditions,and use.If they do not,it is the responsiblility of the General Contractor/Superintendent to provide ® A Universal Forest Products Company hanges by containing the latest specifications and designs. Universal Forest Products will not be responsible for eon-it 3rd Flr.Trusses-For Permit/Approval hanges by others after final approval ofshop drawings,nor will they be responsible for errors or modifications made on-sit 155 Ba AeaA,PD Box 9Y+ BekBeAoHV,nL4.9100^ Pho>ae:313-: 3-T2�7 Pat-113-323-578 uring construction.DO NOT CUT,NOTCH,DRILL,OR OTHERWISE"REPAIR"MANUFACTURED TRUSSES IN ANY N 3 / // / ITHOUT PRIOR WRITTEN AUTHORIZATION BY A LICENSED PROFESSIONAL DESIGNATED BY UFP. UFP WILL I, 140119596 E HELD RESPONSIBLE FOR ANY MODIFICATIONS OR"CHARGE BACKS"DONE WITHOUT PRIOR WRITTEN UTHORIZATION FROM UFP ga \ N W e 4 Il �W 4 U' -1 CD 50'8" T 3 54, 8'4„ CD CL i, FD- 44'0" 3 0 42'4" 1'8" N F13L F11L C I l I o O P a I . k O - O-- \ N r / O A \ " p p , + Q i N J` o a F128 r - 1,8" � I a; !T1 A U O N_ F12B 1'4" < 1 4 � O *T- 4 i W v o I r - N O N lY % A ' l F12L \ w -nj 14'8" 13'0" 14'8" A I i i 1 I ��� m o H• m m O O � I I � I � yr-1. y I N v F1 9� g ° N 3L �Q F12L (/! ° lie s, 7h pp ?gg� �' ./ _-' O C I p is g- i N B _ 1 x n 0 CIEIS r __- 4_ _ - O Z S 0 0 I Nl N N O O -. _.. 14G .. - -- - - - -- - --.-- — T � F126 1 _ rn - 11 N N o O ' 1 N �? _ — _ 1 O a- F12B- Cfl I ._ 4G v N N--------------- W O 1 O O I) • O � � r r II N I N K I k p I p r 1'10 114" ill 1/4" ML 11 F13L F11L I I 1'8" F L 14'8' - 13'0* 14'8" 1,8„ 8�8 Qp(n d0 --- - ---- --- - HIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to t Upper Ridge Flats East ncorporated into the building design at the specification of the building designer. See individual design sheets for ea russ design identified on the placement drawing. The building designer is responsible for temporary and permanent brac A the roof and Floor system and for the overall structure. The design of the truss support structure including headers,bee Village Hill Rd. Northampton, MA ails,and columns is the responsibility of the building designer. For general guidance regarding bracing,consult"Bracing UFP Belchertown, LLCood trusses"available from the Truss Plate Institute,583 D'Ouss l Dove:Madison,WI 53179 It is the re construction of tr 5/29/15 eneral Contractor/Superintendent to verify that the provided truss layout shall match the final intended const action plans oading conditions,and use.If they do not,it is the responsiblility of the General Contractor/Superintendent to provide A Universal Forest Products Company oangeans containing the latest specifications and designs. Universal Forest Products will not be responsible for a on-la 2nd Flr.Trusses-For Permit/Approval hanges by others after final approval NOTCH, drawings,nor will they be responsible for errors or ED TRUSSES made on-sit wring construction.DO NOT CUT,NOTCH,DRILL,OR OTHERWISE"REPAIR"MANUFACTURED TRUSSES IN ANY H 155 Bap R9 a4,FD Box 995/Sekhedoim,nL4.Q1007/Bhoae:�lA3:3-7217/Fax:413.323.5780 ITHOUT PRIOR WRITTEN AUTHORIZATION BY A LICENSED PROFESSIONAL DESIGNATED BY UFP. UFP WILL I, 14011959B E HELD RESPONSIBLE FOR ANY MODIFICATIONS OR"CHARGE BACKS"DONE WITHOUT PRIOR WRITTEN UTHORIZATION FROM UFP --------------------------- FIE go 50'8" 8-4- 44-0- 42'4" II ----------- OD % J ,n 14'8" 13'0" 14'8* 0 1, . DI _ZE W :E 0? c) 9 i9 '�' // \ I i � ' it n 1. tb C) M FO -4 F03L 2L ff ---------- 01 2 H �4 3 19 c? . - i tag 0 ;I c;IN 9 It 9 r3 ------------- 9 N O 9 zz N 02' 9 —------------ -n ------- - --------- L 9 9 N 9 N 9 !9 V0 1/4" I i t3: 14'8" 13'0* 14'8" 1.84 6-8- 41. 00 C-11 --- ------ HIS is-A TRUSS s_P LACEMIENT-D DIAL - ef-build in-4-_cmiponiiiiii to I _�a ncorporated into the building design at the specification of the building designer. See individual design sheets for at H UpperU - 4 Ridge Flats East f as design identified on the placement drawing. The building designer is responsible for temporary and permanent brac the roof and floor system and for the overall structure. The design of the truss support structure including headers,bea Village Hill Rd. Northampton, MA ails,and columns is the responsibility of the building designer. For general guidance regarding bracing,consult"Bracing ood trusses"available from the Truss Plate Institute,583 D'Oniftio Drive;Madison,WI 53179.It is the responsiblility of it eneral Contractor/Superintendent to verify that the provided trues layout shall match the final Intended construction plans UFP Belchertown, LL C 5/29/15 oading conditions,and use.If they do not it is the responsiblifity,of the General Contractor/Superintendent to provide rintalplans containing the latest specifications and designs. Universal Forest Products will not be responsible for print/pla ® A Universal Forest Products Company 1st Flr.Trusses-For Permit/Approval angel by others after final approval ofshop drawings,nor will they be responsible for errors or modifications made on-si r'I'ng construction.DO NOT CUT,NOTCH,DRILL,OR OTHERWISE"REPAIR"MANUFACTURED TRUSSES IN ANY V 155 BayRoaj,ro Bex*45/&kheAovvn,D6LJL.tIC07,1 rhose:413-3123-72147/F".413-r-1-57SO u'HOUT PRIOR WRITTEN AUTHORIZATION BY A LICENSED PROFESSIONAL DESIGNATED BY UFP. UFP WILL I` 140119596 LE"IHELD RESPONSIBLE FOR ANY MODIFICATIONS OR*CHARGE BACKS"DONE WITHOUT PRIOR WRITTEN UTHORIZATIONF RO.U FP