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38A-124 (9) KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton, MA Revised 12/08/09 square #est room. Maximum protection area per sprinkler head in Data Center#218 shall be 130 square feet, and 80 square feet for the retractable telescoping pendent sprinklers in Anechoic Chamber#279. Hose allowance shall be 250 GPM. K. The following hydrant flow test data has been provided by the Northampton Water Authority and FM Global. The test was conducted on April 21, 2009, at the hydrants located on site. Results were as follows: 1. Nozzle size = 2 '/2' 2. Discharge Coefficient = .90 3. Flow = 1,247 GPM 4. Static Pressure = 106 psi 5. Residual Pressure = 91 psi K. Provide a new hydrant flow test. Use the results of this new hydrant flow test to hydraulically design the sprinkler systems within the building. \\Fs3\g_drive\Projects\2009-Boston\N0112-003.00\Specifications\Fire\FP Spec Revision 1 -12-08-09.doc FIRE PROTECTION 21 0000-34 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton, MA Revised 12/08/09 shall be 225 square feet for upright and pendent sprinkler heads, and 196 feet for sidewall sprinkler heads. Hose allowance shall be 250 GPM. C. Automatic sprinkler systems in mechanical rooms, boiler rooms, electrical/tel data rooms, storage rooms, janitor's closets, coat closets, IDF Rooms, staging rooms, environmental chambers room, future clean room, and similar spaces shall be designed to ordinary hazard occupancy Group I and shall be capable of providing a minimum design density of 0.15 GPM per square foot over the hydraulically most remote 1,500 square feet. Maximum protection area per sprinkler head shall be 130 square feet. Hose allowance shall be 250 GPM. D. Automatic sprinkler systems in machine shops, testing labs, printing/repro room, manufacturing/assembly areas, stab assembly, 2nd floor Open Storage Room, and similar spaces shall be designed to ordinary hazard occupancy Group 2 and shall be capable of providing a minimum design density of 0.20 GPM per square foot over the hydraulically most remote 2,500 square feet. Maximum protection area per sprinkler head shall be 130 square feet. Hose allowance shall be 500 GPM. E. Automatic sprinkler systems in paint room, waste storage, and chemical storage shall be designed to extra hazard occupancy Group 2 and shall be capable of providing a minimum design density of 0.40 GPM per square foot over the hydraulically most remote 2,500 square feet. Maximum protection area per sprinkler head shall be 100 square feet. Hose allowance shall be 500 GPM. F. Automatic sprinkler systems in 1st floor shipping receiving area, finished stores room, and GFM/Depot/Stores room shall be designed to NFPA 13 and FM Global requirements for 10 foot high solid piled, bin box and shelf storage of uncartoned and unexpanded plastics with 14 foot high ceilings and shall be capable of operating 15 sprinklers @ 22psi when using Tyco Model ULTRA K17 control Mode SPECIFIC APPLICATION K- factor 16.8 upright sprinkler heads. Maximum protection area per sprinkler head shall be 100 square feet. Hose allowance shall be 500 GPM. Install sprinkler deflectors 6" below deck above in all 3 areas. Sprinklers shall meet all obstruction rules criteria for large drop sprinklers in 2007 NFPA 13. G. Automatic dry pipe sprinkler system for the exterior covered shipping and receiving and seGured shippiRg shed areas shall be designed in accordance with Ordinary Hazard Group 2 occupancy requirements and shall be capable of providing a minimum design density of 0.20 GPM per square foot over the hydraulically most remote 1,950 square feet. Maximum protection area per sprinkler head shall be 130 square feet. Hose allowance shall be 250 GPM. H. Automatic dry pipe sprinkler system for the exterior covered Secured Shipping Shed area shall be designed in accordance with Extra Hazard Group 2 occupancy requirements and shall be capable of providing a minimum design density of 0.40 GPM per square foot over the entire area. Maximum protection area per sprinkler head shall be 100 square feet. Hose allowance shall be 500 GPM. Install Tyco Model ELO-231 upright sprinklers with K-factor of 11.2,or equal. I. Automatic dry pipe sprinkler system for the tower shall be designed in accordance with Ordinary Hazard Group 1 occupancy requirements and shall be capable of providing a minimum design density of 0.15 GPM per square foot over the hydraulically most remote 1,950 square feet. Maximum protection area per sprinkler head shall be 130 square feet. Hose allowance shall be 250 GPM. J. Separate automatic single interlock preaction sprinkler systems in Data Center #218 and Anechoic Chamber #279 on the 2nd Floor shall be designed to Ordinary Hazard Group 1 occupancy with a minimum design density of 0.15 GPM per square foot over the entire 6W FIRE PROTECTION 210000 -33 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton, MA Revised 12/08/09 3.03 VALVES A. All valves shall be located in a manner to allow proper access for service and repair. B. In no case shall valve stems and handles be installed below the center line of the pipe it serves. C. Double check valve assembly shall be installed in the horizontal position complete with OS&Y valves and supervisory switches. This Contractor shall act as the Owner's agent in seeking approval from the Department of Environmental Protection or its designee. Submit all plans, specifications and applications required for approval and pay all fees. Approval shall be secured prior to the purchase and installation of the double check valve assembly. 3.04 WATER FLOW SWITCHES A. All flow switches shall be located in a manner to allow proper access for service and repair. All switches shall be set with the control box on the top of the pipe. Devices may be mounted on a horizontal or vertical pipe. On horizontal pipe, they should be installed on the top side of the pipe where they will be accessible. The units should not be installed within 6 inches of a fitting which changes the direction of waterflow or within 24 inches of a valve or drain. 3.05 SUPERVISORY SWITCHES A. All supervisory switches shall be located in a manner to allow proper access for service and repair. 3.06 PRESSURE SWITCHES A. All pressure switches shall be located in a manner to allow proper access for service and repair. 3.07 FIRE DEPARTMENT CONNECTION A. Fire Department connections shall be set no less than V-6" nor more than T-6" above outside grade. 3.08 ACCESS PANELS A. Furnish and deliver access panels for access to all concealed parts of the fire protection systems that require accessibility for the proper operation and maintenance of the system. Access panels shall be installed by the appropriate trades. 3.09 DESIGN CRITERIA A. Sprinkler systems shall be hydraulically designed and calculated by the Fire Protection Contractor. The Fire Protection Contractor shall submit all required hydraulic calculations to prove the hydraulically most remote areas are being protected. Maintain a minimum of 10 psi cushion between required pressure and available pressure. Comply with all Underwriters' and code authorities*requirements including maximum water flow velocity in the fire protection system. Fire Protection shop drawings and hydraulic calculations shall bear the seal of a Registered Fire Protection Professional Engineer in the Commonwealth of Massachusetts. B. Automatic sprinkler systems in toilets/shower rooms, corridors, vestibules, lobbies, reception/waiting areas, cafe, offices, open office areas, conference rooms, fitness rooms, shell spaces (future office areas), and similar spaces shall be designed to light hazard occupancy shall be designed with a minimum design density of 0.10 GPM per square foot over the hydraulically most remote 1,500 square feet. Maximum protection area per sprinkler head FIRE PROTECTION 210000 -32 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton, MA Revised 12/08/09 TABLE B SEISMIC BRACING TABLE ON CENTER SPACING(Max) WITHIN EACH CHANGE EQUIPMENT OF DIRECTION (LARGER OF. . .) TRANSVERSE I LONGITUDINAL PIPE(Threaded, Welded, Soldered or Grooved) To 16" 40 Feet 80 Feet 10 Feet or 15 Diameters 2.15 TESTS AND APPROVALS A. Upon completion and prior to acceptance of the installation and before any piping is concealed, the Fire Protection Contractor shall subject the system to tests required by the latest versions of NFPA 13, and the Insurance Underwriters and shall arrange for approval of installation. A certificate of approval and acceptance by authorities having jurisdiction shall be submitted to the Architect. All tests shall be witnessed by the Architect and Underwriters' Representative. PART 3- EXECUTION 3.01 FIRE PROTECTION SYSTEMS A. All piping shall be cut accurately to measurements obtained at the site of the system and shall be installed without springing or forcing. All piping shall be protected against mechanical injury in manner satisfactory to authorities having jurisdiction. Provide`UL/FM valved pressure gauge assemblies at the top of all risers. Assembly shall include needle shutoff valve and snubber. B. All piping shall be located to avoid conflict with structure, all other trades and as required to maintain the maximum possible headroom. All service pipes, fittings and valves shall be kept at sufficient distance from other work to permit not less than 1/2 inch from finished coverings and such other work and not less than 1/2 inch between finished coverings on the different services. Provide swing joint assembly to sprinkler heads to be located in the center of ceiling tiles. C. Pipe shall be run parallel and graded evenly to draining points. Provide a drain valve at each low point in piping so that all parts of the sprinkler system can be drawn off. D. Piping shall not be installed in or through Electrical Rooms, Electrical Closets, Transformer Rooms, Telephone Rooms, Elevator Machine Rooms, or stairwells unless the piping is intended to serve these rooms. No piping shall be installed over electrical panels. 3.02 SPRINKLER HEADS A. The Fabrication Drawings are to be prepared by the Fire Protection Contractor and shall indicate all light fixtures, ductwork, smoke or heat detectors, speakers, diffusers and ceiling tracks in relation to the proposed location of sprinkler heads. Provide additional sprinkler heads over and above the code minimums as required to obtain symmetrical ceiling layouts. FIRE PROTECTION 21 0000-31 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton, MA Revised 12/08/09 (c) Pipe in pipe shafts require structural steel attached in a seismically approved manner at each floor level and a riser clamp at each floor level on top of, and fastened to the structural steel. The riser clamp and structural steel must be capable of withstanding all thermal, static and seismic loads. (7) All floor or wall mounted equipment and tanks shall use RESTRAINT TYPE III or V. (8) Where base anchoring of equipment is insufficient to resist seismic forces, restraint TYPE III shall be located above the units center of gravity to suitably resist"G"forces specified. (a) Vertically mounted tanks may require this additional restraint. (9) A rigid piping system shall not be braced to dissimilar parts of a building or two dissimilar building systems that may respond in a different mode during an earthquake. Examples: Wall and roof; solid concrete wall and a metal deck with lightweight concrete fill or pipes crossing a building expansion joint. 4. Exclusions For Seismic Restraints On Life Safety Equipment a. Piping (1) Fire protection standpipe, risers, mains and branches less than 2 inches diameter. G. Inspection 1. Upon completion of installation of all vibration isolation and seismic restraint devices, the owner may elect to contract and outside consultant at the owner's expense to review the installation. Any deficiencies in the installation will be corrected immediately at the contractor's expense. FIRE PROTECTION 21 0000-30 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton, MA Revised 12108/09 1. Seismic restraint systems must be installed in strict accordance with the manufacturer's written instructions and all submittal data. 2. Equipment Installation a. Housekeeping pads for equipment in this section must be properly doweled or bolted, using wedge type expansion bolted to the structure to meet the acceleration criteria. Anchor equipment or isolators to housekeeping pads, see RELATED WORK. 3. Seismic Restraints a. Installation (1) All floor mounted equipment shall be snubbed, anchored, bolted or welded to the structure to comply with the required acceleration. Calculations that determine that equipment movement may be less than the operating clearance of snubbers (restraints) do not preclude the need for snubbers. All equipment must be positively attached to the structure. (2) All suspended equipment shall be two or four point independently braced with TYPE III restraints. Rod bracing shall be installed as per approved submittals and shop drawings. Equipment less than 50 lbs. Is excluded. (3) All horizontally suspended pipe shall use RESTRAINT TYPE III. Spacing of seismic bracing shall be as per TABLE B at the end of this section. (4) For all trapeze supported piping the individual pipes must be transversely and vertically restrained to the trapeze support at the designated restraint locations. (5) For overhead supported equipment, over stress of the building structure must not occur. Bracing may occur from: (a) Flanges of structural beams. (b) Upper truss chords in bar joists. (c) Cast in place inserts or drilled and shielded inserts in concrete structures. (6) Pipe Risers (a) Where pipes pass through cored holes, core diameters to be a maximum of 2 inches larger than pipe O.D., including insulation. Cored holes must be packed with resilient material or fire stop as specified in other sections of this specification and/or state and local codes. No additional horizontal seismic bracing is required at these locations. (b) Pipe risers through cored holes require a riser clamp at each floor level on top of the slab attached in a seismically approved manner for vertical restraint. FIRE PROTECTION 210000-29 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton, MA Revised 12/08/09 systems strictly comply with intent, structural design and performance of the Base Manufacturer. 2. Seismic Restraint Types a. All seismic restraint devices shall be capable of accepting, without failure, the "G" forces as determined by the seismic certification and calculations as described in the "SUBMITTAL DATA REQUIREMENTS" section of these specifications. b. All seismic restraint devices (1) Shall maintain the equipment in a captive position. (2) Shall have provisions for bolting and/or welding to the structure. 3. Seismic Restraint Types a. TYPE I: Not Used b. TYPE II: Not Used C. TYPE III: Restraints for suspended systems (1) Multiple 7 x 19 strand galvanized cable rope. Mason Industries Type SCB (2) Structural steel strut type with approved fastening devices to equipment and structure. Mason Industries Type SSB (3) Steel angles (by contractor) shall be provided to prevent rod bending of hung equipment where indicated by the Seismic Restraint vendor's submittals. Steel angles shall be attached to the rods with a minimum of three ductile iron clamps at each restraint location. Welding of support rods to angles is not acceptable. Rod clamp assemblies shall have Anchorage Preapproval"R" number from California OSHPD. Mason Ind. Model"SRC'. (4) Pipe clevis cross braces are required at all restraint locations. They shall be special purpose preformed channels deep enough to be held in place by bolts passing over the clevis cross bolt. Clevis cross braces shall have Anchorage Preapproval"R" number from California OSHPD. Mason Ind. Model"CCB". d. TYPE IV: Not Used e. TYKE V: Rigid attachment to structure utilizing wedge type expansion anchors for bolting and steel plates, either cast-in or anchored with wedge type expansion bolts, for welding. Powder shots are not acceptable. Concrete anchor bolt spacing shall be in accordance with manufacturer's published standards. F. Installation FIRE PROTECTION 21 0000-28 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton, MA Revised 12/08/09 d. An in force, $500,000.00 coverage limit seismic design Errors and Omissions insurance certificate must accompany submittals. Manufacturer's product liability insurance certificates are not acceptable. C. Manufacturer's Responsibility 1. Manufacturer of seismic control equipment shall have the following responsibilities: a. Determine seismic restraint sizes and locations. b. Provide equipment seismic restraints as specified. C. Provide installation instructions, drawings and field supervision to insure proper installation and performance of systems. D. Related Work 1. Housekeeping Pads a. Housekeeping pad attachment shall be by the project structural engineer. Material and labor required for attachment and construction shall be by the Concrete section contractor. b. Housekeeping pads shall be coordinated with the Seismic Restraint vendor and sized to provide a minimum edge distance of 10 bolt diameters of clearance all around the outermost anchor bolt to allow for the use of full anchor ratings. 2. Supplementary Support Steel a. Contractor shall supply supplementary support steel and connections for all equipment and as required or specified. 3. Attachments a. Contractor shall provide restraint attachment plates cast into housekeeping pads, concrete inserts, double sided beam clamps, etc. in accordance with the requirements of the Seismic Restraint vendor. TABLE A "G" FORCES FOR VARIOUS CONDITIONS (SEISMIC ZONE 2 - AV>0.1 <0.2) PIPE RIGIDLY MOUNTED ALL LIFE SAFETY EQUIPMENT EQUIPMENT 25 .40 .60 E. Materials 1. Devices a. All seismic restraint devices described in this section shall be the product of a single manufacturer. Mason Industries is the base manufacturer of these specifications; products of other manufacturers are acceptable provided their FIRE PROTECTION 21 0000-27 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton, MA Revised 12/08/09 8. Longitudinal Bracing a. Restraint(s) applied to limit motion along the centerline of the pipe, duct, conduit etc. B. Submittal Data Requirements 1. Submittals a. Catalog cuts or data sheets on specific restraints to be utilized detailing compliance with the specification. Reference "TYPE" as per "PRODUCTS" section of this specification. b. An itemized list of all equipment. Detailed schedules showing seismic restraints proposed for each piece of equipment, referencing material and seismic calculation drawing numbers. 2. Shop Drawings a. When walls and slabs are used as seismic restraint locations, details of acceptable methods must be included. b. Provide specific details of seismic restraints and anchors; include number, size and locations for each piece of equipment. C. Coordinated or contract drawings shall be marked-up with the specific locations and types of restraints shown for all pipe. Rod bracing at various installation angles and assigned load at each restraint location shall be clearly delineated. Any and all tributary loads, Eg: Fire Protection pipe runouts shall be considered for proper restraint sizing. d. For ceiling suspended equipment provide minimum/maximum installation angle allowed for restraint system as well as braced and unbraced rod lengths at each allowable installation condition. 3. Seismic Certification and Analysis a. Seismic restraint calculations must be provided for all connections of equipment to the structure. Performance of all products(such as; strut, cable, anchors, clips, etc.) associated with restraints must be supported with manufacturer's data sheets or certified calculations. b. Seismic restraint calculations must be based on the acceleration criteria shown in Table A acting through the equipment's center of gravity. C. Certification of calculations to support seismic restraint designs must be stamped by a registered professional engineer in Massachusetts. (1) Analysis must indicate calculated dead loads, derived loads and materials utilized for connections to equipment and structure. Analysis must detail anchoring methods, bolt diameter, embedment and/or weld length. FIRE PROTECTION 210000-26 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton, MA Revised 12/08109 1. Introduce smoke into the detector assembly to provide a basic Go / No-Go functional test. 2. Verify that transport time from farthest sampling port does not exceed the local code requirements. Refer to NFPA 72 for transport time requirements. 3. Activate the appropriate Fire Alarm zones and advise all concerned that the system is fully operational. Fill out the logbook and commissioning report accordingly. 2.14 SEISMIC RESTRAINTS A. General 1. This section provides Seismic Control for the"equipment"as listed below. 2. It is the intent of this specification to provide restraint of non-structural building components. Restraint systems are intended to withstand the stipulated seismic accelerations applied through the component's center of gravity. 3. The work in this section includes the following: a. Seismic restraints for equipment. b. Certification of seismic restraint designs and installation supervision. 4. Definitions a. The term EQUIPMENT will be used throughout this specification and it includes ALL non-structural components within the facility and/or serving this facility, such as equipment located in outbuildings or outside of the main structure on grade within five feet of the foundation wall. Equipment buried underground is excluded but entry of services through the foundation walls is included. Equipment referred to below is a partial list of equipment for reference. (Equipment not listed are still included in this specification) Electrical Panels Piping Pumps(All types) Tanks(All types) 5. Life safety systems defined a. All systems involved with fire protection including sprinkler piping, fire pumps, jockey pumps, fire pump control panels, service water supply piping, water tanks. b. All systems involved with and/or connected to emergency power supply including all circuits to fire protection, systems. 6. Positive Attachment a. Positive attachment is defined as a support location with a cast-in or wedge type expansion anchor, a double sided beam clamp, a welded or through bolted connection to the structure. 7. Transverse Bracing a. Restraint(s) applied to limit motion perpendicular or angular to the centerline of the pipe, duct, or conduit. FIRE PROTECTION 21 0000-25 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton, MA Revised 12/08/09 P. Air Sampling Pipe Network Calculations 1. Pre-engineered pipe work setups are provided in the VESDA LaserFOCUS VLF-500 Product Guide. For specific performance requirements that fall outside the pre- engineered designs, a sampling pipe aspiration-modeling program such as ASPIRE2 shall provide air sampling pipe network calculations. Pipe calculations shall be supplied with the proposed pipe layout design to indicate the following performance criteria. 2. Transport Time a. The manufacturer's recommended transport time (i.e. the time taken by smoke sampled to reach the detector)for the least favorable sampling point is less than 60 seconds for open hole sampling and less than 90 seconds for capillary tubes. b. Local codes and standards may also apply. For example: • NFPA 72 120 Seconds The maximum transport time must never exceed the local codes. Q. Commissioning Tests 1. The contractor shall allow for the manufacturer's representative to attend commissioning of the entire installation in the presence of the owner and/or its representative. 2. The Contractor shall provide all necessary instrumentation, equipment, materials and labor. 3. The Contractor shall record all tests and system calibrations and a copy of these results shall be retained on site in the System Log Book. R. System Checks 1. Visually check all pipes to ensure that all joints, fittings, bends, sampling points, etc., comply with the Specification. 2. Check the system to ensure the following features are operational and programmed in accordance with the specification. a. Alarm threshold levels b. Detector address C. Time and date d. Time delays e. Air flow fault thresholds f. External button operable(Reset/Disable) g. Units set to U.S./S.I. h. Referencing 3. Check to ensure that all ancillary warning devices operate as specified. 4. Check interconnection with Fire Alarm Control Panel to ensure correct operation. S. Tests FIRE PROTECTION 210000-24 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton, MA Revised 12/08/09 C. All joints in the sampling pipe must be air tight and made by using solvent cement, except at entry to the detector. d. The pipe shall be identified as Air Sampling/Aspirating Smoke Detector Pipe (or similar wording) along its entire length at regular intervals not exceeding the manufacturers recommendation or that of local codes and standards. e. All pipes should be supported at not less than 5 ft centers, or at a distance described in local codes and standards. f. The far end of each trunk or branch pipe shall be fitted with an end cap (no sampling hole) and made air-tight by using solvent cement. Use of an end vent will be dependent on pre-engineered pipe design or ASPIRE2 calculations. 2. Sampling Points a. Sampling holes shall not be separated by more than the maximum distance allowed for conventional point detectors as specified in the local codes and standards. Intervals may vary according to calculations. For NFPA 72 the maximum allowable distance is 30 ft. b. Each sampling point port shall be identified in accordance with Codes or Standards. C. Consideration shall be given to the manufacturer's recommendations and standards in relation to the number of sampling points and the distance of the sampling points from the ceiling or roof structure and forced ventilation systems. d. Sample port size shall be as specified by pre-engineered design requirements or by ASPIRE2 calculations for custom sample pipe networks. N. The Detection system 1. The contractor shall install the system in accordance with the manufacturer's System Design Manual. 0. The Capillary Sampling Network 1. The sampling pipe shall be installed above the ceiling, and capillary-sampling points shall be installed on the ceiling and connected by means of a capillary tube. 2. The typical internal diameter of the capillary tube shall be 3/8", the maximum length of the capillary tube shall be 26 ft unless the manufacturer in consultation with the engineer have specified otherwise. 3. The capillary tube shall terminate at a ceiling sampling point specifically designed and approved by the manufacturer. The performance characteristics of the sampling points shall be taken into account during the system design. FIRE PROTECTION 21 0000-23 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton, MA Revised 12/08/09 2. Initial Detection Alarm Settings a. Initial settings for the alarm levels shall be determined by the requirements of the fire zone. b. Default settings of the unit shall be: • Alarm Level 1 (Alert) 0.025%obs/ft • Alarm Level 2 (Action) 0.0448%obs/ft • Alarm Level 3 (Fire 1) 0.0625%obs/ft 3. Initial(factory default)Alarm Delay Thresholds a. Initial (factory default)settings for the alarm delay threshold shall be: • Alarm Level 1 (Alert) 10 seconds • Alarm Level 2 (Action) 10 seconds • Alarm Level 3 (Fire 1) 10 seconds • Fault Alarm 5 seconds 4. Fault Alarms a. The detector fault relay shall be connected to the appropriate alarm zone on the Fire Alarm Control Panel in such a way that a detector fault would register a fault condition on the FACP. The fault relay shall also be connected to the appropriate control system. b. Check local Codes, Standards or Regulations to determine whether compliance with this set-up is required. 5 Power Supply and Batteries a. The system shall be powered from a regulated supply of nominally 24V DC. The battery charger and battery shall comply with the relevant Codes and Standards. b. Local Power Supply Standards that may apply include: C. UL 1481 Listed -provided the power supply and standby batteries have been appropriately sized/rated to accommodate the system's power requirements. d. US Telecommunication Central Office Power Supply- the system shall operate on negative 48 VDC (provided continuously from the telephone central office power source)converted to 24VDC. M. Sampling Pipe Design 1. Sampling Pipe a. The sampling pipe shall be smooth bore. Normally, pipe with an outside diameter of OD 1.05" and internal diameter of W should be used. b. The pipe material shall be UL 1887 Plenum rated CPVC VESDA Pipe and otherwise be suitable for the environment in which it is installed, or of material as required by the Specifying Body. FIRE PROTECTION 21 0000-22 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton, MA Revised 12/08/09 J. Displays 1. The detector will be provided with LED indicators. 2. Each Detector shall provide the following features at a minimum: a. Alert, Alarm, Fire 1 and Fire 2 corresponding to the alarm thresholds of the detector b. Circular Smoke Dial display to represent the level of smoke present in protected space C. Fault indicator d. Power indicator e. Disabled indicator f. Buttons supporting the following features shall be accessible to authorized personnel: (1) Reset—(press and release)un-latches all latched alarm and faults. (2) Disable — (press and release) disables the fire relay outputs from actuating and indicates a fault. (3) Test—(press and release) simulates a Fire 1 condition. K. Digital Communication Port 1. An RS 232 compatible serial port will be provided on the detector for configuration, status monitoring, command input, event log extraction and software upgrades. It shall comply with EIA RS232 Protocol. L. Application 1. Detection Alarm Levels a. The standard laser based air sampling detection system is supplied with two alarm outputs (Alert and Fire 1). For four-relay alarm levels use the optional relay interface card. b. The standard alarm outputs may be used as follows: (1) Alert(Alarm Level 1) -activate a visual and audible alarm in the fire risk area. (2) Fire 1 (Alarm Level 3) - activate an alarm condition in the Fire Alarm Control Panel to call the Fire Dept.and activate all warning systems. FIRE PROTECTION 21 0000-21 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton, MA Revised 12/08/09 H. Manufactured Units 1. The VESDA LaserFOCUS air sampling smoke detection system is available in the following configurations: Part Number Description VLF-500-00 LaserFOCUS Detector I. Detector Assembly 1. The detector, filter, aspirator and relay outputs shall be housed in an enclosure and shall be arranged in such a way that air is drawn from the fire risk area and a sample of air is passed through the dual stage filter and detector by the aspirator. 2. The detector shall be laser-based type and shall have an obscuration sensitivity range of 0.008—6.25%obs/ft. 3. The detector shall have four independent field programmable smoke alarm thresholds across its sensitivity range with adjustable time delays for each threshold between 0 - 60 seconds. 4. The detector shall also incorporate the facility to transmit a fault either via a relay or via a VESDAnet card as an option. 5. The detector shall have a single pipe inlet that must contain an ultrasonic flow sensor. High flow fault (urgent and non-urgent) and low flow fault(urgent and non-urgent) can be reported. 6. The filter must be a two-stage disposable filter cartridge. The first stage shall be capable of filtering particles in excess of 20 microns from the air sample. The second stage shall be ultra- fine, removing more than 99% of contaminant particles of 0.3 microns or larger, to provide a clean air barrier around the detector's optics to prevent contamination and increase service life. 7. The aspirator shall be a purpose-designed aspirator assembly. 8. VESDA LaserFOCUS (VLF-500) when using pre-engineered sampling pipe networks shall be capable of supporting a single pipe run of 150 ft., or two pipe runs of 90 ft.,with a transport time per NFPA 72 or as appropriate local codes dictate. Custom sampling pipe network designs shall be supported using ASPIRE2 calculation software. 9. The assembly must contain relays for basic alarm and fault conditions. The relays shall be software programmable (latching or non-latching). The relays must be rated at 2 A at 30 VDC. Remote relays shall be offered as an option with a VESDAnet Interface card and either configured to replicate those on the detector or programmed differently. 10. The assembly shall have built-in event and smoke logging. It shall have separate event log storage for smoke levels, alarm conditions, operator actions and faults. The date and time of each event shall be recorded. Each detector (zone) shall be capable of storing up to 18,000 events. FIRE PROTECTION 21 0000-20 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton, MA Revised 12/08/09 • Preventing large particles from affecting the true smoke reading. • Monitoring contamination of the filter (dust & dirt etc.) to automatically notify when maintenance is required. Note: The particle counting circuitry shall not be used for the purpose of smoke density measurement. (2) The laser detection chamber shall incorporate a separate secondary clean air feed from the filter to provide clean air barriers across critical detector optics to eliminate internal detector contamination. (3) The detector shall not use adaptive algorithms to adjust the sensitivity from that set during commissioning. A learning tool shall be provided to ensure the best selection of appropriate alarm thresholds during the commissioning process. 3 Equipment Supplier a. The equipment supplier shall be authorized and trained by the manufacturer to calculate, design, install, test and maintain the air sampling system and shall be able to produce a certificate stating such on request. G Manufacturer 1. Air Sampling Smoke Detection System:Acceptable Manufacturer: Regional Offices: THE AMERICAS Telephone: 1 781 740 2223 Fax: 1 781 740 4433 Toll Free(in the US) 800 229 4434 Website: www.visionusa.com/vesda FIRE PROTECTION 21 0000- 19 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton, MA Revised 12/08/09 j. The detector shall consist of an air sampling pipe network to transport air to the detection system and support pre-engineered designs. Complex designs are supported by calculations from a computer-based design-modeling tool. k. The detector shall incorporate an ultrasonic flow sensor in the pipe inlet port for airflow monitoring purposes. 2. Performance Requirements a. The VESDA LaserFOCUS (VLF-500) shall be NRTL listed and approved to cover up to 5,000 ft2. b. The detector shall be approved to provide very early smoke detection and provide up to four output levels corresponding to Alert,Action, Fire 1 (and Fire 2, not used). The Alert, Action, Fire 1 thresholds shall be programmable and able to be set at sensitivities ranging from 0.008 to 6.25%obs/ft. C. The detector shall provide fault indication on the unit using the Instant Fault Finder function. d. The detector shall be self-monitoring for filter contamination. e. The detector shall provide staged airflow faults via the use of an ultrasonic flow sensor in the pipe inlet port. E. Submittals 1. Product data and site drawings shall be submitted and shall include pipe layout, operational calculations and performance criteria. A copy of the manufacturer's product manual shall be supplied to customer upon completion of the installation. System commissioning data shall be supplied (in a format recommended by the manufacturer and per the instructions provided by the manufacturer) within 30 days of completion of the installation. F. Quality Assurance 1. Manufacturer Qualifications a. The manufacturer shall have a minimum of 15 years production experience in the manufacture and design of high sensitivity air sampling smoke detection systems. b. The manufacturer shall be certified as meeting ISO 9001:2000 for manufacturing. 2. Technology a. Both light scattering and particle counting shall be utilized in this device as follows: (1) The laser detection chamber shall be of the mass light scattering type and capable of detecting a wide range of smoke particle types of varying size. A particle counting method shall be employed for the purposes of: FIRE PROTECTION 21 0000- 18 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton, MA Revised 12/08/09 C. FM Global(Factory Mutual), and FM approved for Hazardous Locations, d. Class 1, Div.2, Groups A,B,C,D(3020906), USA e. CSFM (California State Fire Marshall, USA) C. Codes, Standards or Regulations 1. The LaserFOCUS smoke detector shall be installed to comply with one or more of the following codes or standards: a. NFPA Standards b. NEC Standard C. Local codes and standards D. System Description 1. Design Requirements a. The detector shall consist of a highly sensitive laser based smoke detector, an aspirator, and a dual-stage filter cartridge. b. The detector shall have control switches for Reset, Disable, Test and restricted access switches for Alarm Setup and Flow Setup. C. The detector shall have individual illuminated indicators for: (1) Four alarm levels (Alert,Action, Fire1 (&Fire 2, not used). (2) Fault, Power& Disabled. (3) Alarm Setup and Flow Setup. d. The detector shall have a front-panel, 10 segment, illuminated, yellow-colored circular smoke dial for the purpose of indicating current smoke level and detector status. e. The detector shall have individual relay outputs for Fault,Action and Fire 1 f. The detector shall have an RS232-compatible serial control port for the purpose of configuration, control, status monitoring, event log extraction and upgrade. g. The detector shall provide for the addition of one interface card. h. The detector shall provide a general-purpose input to allow either: Reset, Disable, Disable & Reset, Standby & Reset or External (external equipment trigger). i. The detector may also be configured by a PC and allow programming of four smoke threshold alarm levels, time delays, faults including airflow, detector, power and filter as well as an indication of the urgency of the fault and three relay outputs for remote indication of alarm and fault. FIRE PROTECTION 21 0000- 17 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton, MA Revised 12/08/09 B. Size shall be sufficient for the purpose, but no less than 12 inches by 18 inches. Particular attention shall be exercised in the selection of doors for masonry walls in order that frame sizes used will match the courses of brick or block. C. Access doors shall be prime coated of rust inhibitive paint, continuous hinge and manufactured by Inland Steel Products Company `Milcor, Miami-Carey or Walsh-Hannon-Gladwin, Incorporated "Way Loctor". Type shall be based upon "Milcor'as follows: 1. Suspended Drywall Ceilings: Style ATR with 16 gauge frame, 18 gauge panel and flush screwdriver operated cam locks. 2. Plastered Walls and Ceilings: Style K with 16 gauge frame, 14 gauge panel and flush screwdriver operated cam locks. 3. Masonry Non-Rated Walls: Style M with 16 gauge frame, 14 gauge panel and flush screwdriver operated cam locks. 4. Masonry Fire Rated Walls: Fire rated with UL 1-1/2 hour"B" rating, 16 gauge frame, 20 gauge sandwich type insulated panel, self-latching lock having interior release mechanism and key operated cylinder lock keyed as required to suit requirements of the Architect. 5. Non-Rated Drywall Walls: Style DW with 16 gauge frame, 14 gauge panel and flush screwdriver operated cam locks. D. Point out to the Ceiling Subcontractor exactly which tile units are to be marked with a colored button to indicate equipment above. 2.13 VESDA AIR SAMPLING SMOKE DETECTION A. General 1. The VESDA LaserFOCUS, very early warning air sampling smoke detector, shall be installed in the 2nd Floor Anechoic Chamber. The system consists of highly sensitive laser based smoke detector using aspirated pipe inlet, internal flow monitoring, smoke detection and a facility for exhaust pipe connection. Reset, disable, test and fault determination functions will be available via the field service access door. System configuration will be provided through AutoLearn Smoke and Flow functions, also available via the field service access door. The system shall support Pre-Engineered sampling pipe network designs with verified calculations in addition to custom sampling pipe network designs using a computer based design modeling tool. Sampling pipe material shall be UL 1887 approved for use in air sampling smoke detection systems. B. Approvals 1. The Very Early Smoke Detection System must be of a type submitted to, tested, approved, and/or listed by a Nationally Recognized Testing Laboratory (NRTL) as follows: a. UL(Underwriters Laboratories Inc), USA b. ULC (Underwriters Laboratories Canada), Canada FIRE PROTECTION 210000- 16 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton, MA Revised 12/08/09 K. Do not provide sprinkler protection for the tops of elevator shafts, elevator machine rooms, or elevator pits. 2.10 SPARE HEADS A. Spare sprinkler heads shall be provided for each type and temperature rating of sprinkler head installed. Spare heads along with proper sprinkler head wrenches shall be packed in a metal container and located as directed by the Owner. Spare sprinkler heads shall be supplied in proportion to the style and temperature rating of the heads installed. Up to 300 heads Not less than 6 of each type 300 to 1000 heads Not less than 12 of each type More than 1000 heads Not less than 24 of each type 2.11 PIPE IDENTIFICATION AND VALVE TAGS A. All piping, except that piping which is within inaccessible chases, shall be identified with semi- rigid plastic identification markers equal to Seton Setmark pipe markers. Direction of flow arrows are to be included on each marker. Each marker background shall be appropriately color coded with a clearly printed legend to identify the contents of the pipe in conformance with the "Scheme for the Identification of Piping Systems" (ANSI A13.1-1981). Setmark snap- around markers shall be used for overall diameters up to six (6) inches and strap-around markers shall be used above six(6) inch overall diameter. Markers shall be located adjacent to each valve, at each branch, at each cap for future, at each riser take off, at each pipe passage through wall, at each pipe passage through floors, at each pipe passage to underground and on all vertical and horizontal piping at 20 foot intervals maximum. B. All valves shall be designated by distinguishing numbers and letters carefully coordinated with a valve chart. Valve tags shall be 19 gauge polished brass, 1-1/2 inch diameter with stamped black filled letters similar to Seton Style No. 4522, or approved equal. Lettering shall be 1/4 inch high for type service and 1/2 inch for valve number. Tag shall be attached to valves with approved brass "S" hooks, or brass jack chain. Whenever a valve is above a hung ceiling, the valve tag shall be located immediately above the hung ceiling. C. Furnish a minimum of two typed valve lists to be framed under glass or Plexiglas. Each chart shall be enclosed in an approved .015 inch thick plastic closure for permanent protection. Valve numbers shall correspond to those indicated on the Record Drawings and on the printed valve lists. The printed list shall include the valve number, location and purpose of each valve. It shall state other necessary information such as the required opening or closing of another valve when one valve is to be opened or closed. Printed frame valve lists shall be displayed in each Mechanical Room or in a location designated by the Owner. D. Equipment nameplates shall be 3/4 inch by 2-1/2 inch long .02 inch aluminum with a black enamel background with engraved natural aluminum letters similar to Seton Style 2065-20. Nameplate shall have pressure sensitive taped backing. E. Provide a brass wall plaque, minimum .020 inch thickness, secured to the exterior wall just above the grade line for all service entrances and exits that are buried. Sample of the label shall be FIRE SERVICE BELOW. 2.12 ACCESS PANELS A. Furnish access panels for access to all concealed parts of the fire protection systems that require accessibility for the proper operation and maintenance of the system. FIRE PROTECTION 21 0000- 15 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton, MA Revised 12108/09 C. Auxiliary drain connections shall be provided when a change in piping direction prevents drainage of sections of branch lines or mains through the main drain valve. The drain shall consist of a valve not smaller than 3/4 inch size and plug, at least one of which shall be brass. D. Dry sprinkler system auxiliary drains - Where the capacity of trapped sections of piping is less than 5 gallons, an auxiliary drain consisting of not less than a V valve and plug shall be provided. Where the capacity of trapped sections of piping is more than 5 gallons, a drain consisting of two 1"valves and a 2" by 12"condensate nipple(drum drip)shall be provided. 2.08 FIRE DEPARTMENT CONNECTION A. New Fire Department connection shall be similar to Potter Roemer Series 5795-4"flush mount Storz style inlet body with hard coated aluminum with Storz on one end and female national pipe thread on the other. Chrome plate lettered with the approved signage. Provide Potter Roemer Series 5799 blind cap and chain. The connection's lettering and threads shall match Local Fire Department requirements. Lettering shall be minimum 1" white lettering on red background. Confirm finish with Architect prior to ordering. 2.09 SPRINKLER HEADS A. Sprinkler heads shall be UL listed, FM Approved, and of the automatic closed type and of the temperature rating required. Sprinkler heads shall be located in the center of ceiling tiles. When the ceiling tile is divided into sections by grooved depressions, the sprinkler head shall be located in the center of one of the panels. Sprinklers shall also be aligned with other ceiling mounted architectural features, such as lighting. Body shall be die cast brass,with hex-shaped wrench boss cast into the body to facilitate installation and reduce the risk of damage during installation. B. All recessed and concealed style sprinkler heads shall be of the two-piece type that allows ceiling panels to be removed without shutting down the sprinkler system. All recessed and concealed style sprinkler heads shall be of the 1/2 inch field adjustable type. C. All new sprinklers shall be installed on minimum 1"outlets. D. All sprinklers in new Light and Ordinary Hazard occupancies shall be Quick Response type. E. Sprinkler heads in Mechanical Rooms, Storage Rooms and Gymnasiums or installed at an elevation above finished floors of T-0"or less shall have hard-wire sprinkler guard cages. F. Sprinkler heads in areas to be finished with ceilings shall be both semi recessed pendent sprinklers with white finish and white escutcheons and concealed pendent style with white cover plate escutcheons as indicated on Contract Drawings. Sprinkler heads in spaces finished without ceilings shall be bronze upright or pendent. Sidewall sprinkler heads shall be horizontal style with escutcheon,white finish. Confirm finish with Architect prior to ordering. G. Provide sprinkler protection for electric and telephone rooms as indicated on Contract Drawings. H. Install dry concealed pendent sprinklers on preaction sprinkler systems where suspended ceilings are present. I. Install FM Global Approved retractable telescoping pendent sprinkler heads in the anechoic chamber as indicated on Contract Drawings. J. Install dry concealed pendent sprinklers in the entry vestibule 131. Install dry recessed pendent sprinklers with chrome escutcheons in all remaining vestibules. FIRE PROTECTION 21 00 00- 14 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton, MA Revised 12/08/09 Department of Environmental Protection or its designee. The double check valve assembly shall be installed in a horizontal position with the top of the check valves a minimum of 30 inches and a maximum of 53 inches from the floor. There must be at least 12 inches clearance from any wall. Pressure gauge assemblies, including needle shutoff valve and a snubber, shall be installed on the supply and discharge side of each backflow preventer assembly. Test and certify double check valve device. Submit all plans, specifications and applications required for approval, pay all fees. Approvals shall be secured prior to the purchase and installation of the double check valve assembly. Secure all local permits that also may be required. 0. All valves shall be Underwriters' listed and FM Global approved. 2.04 WATER FLOW SWITCHES A. Water flow switches shall be System Sensor Model WFD FM Global approved, UL listed equipped with two (2) SPDT contacts, adjustable retard dial, cast aluminum saddle, flexible polyethylene paddle, rubber gasket and dust proof cover. 2.05 SUPERVISORY SWITCHES A. Supervisory switches for OS&Y valves shall be System Sensor Model OSY2, FM approved, UL listed equipped with two (2) SPDT contacts, housed in a cast aluminum case with a red enameled finish tapped for a 1/2 inch NPT conduit connection. B. Supervisory switches for Post Indicator Valves (PIV) shall be System Sensor Model PIBV2, FM approved, UL listed equipped with one (1) SPDT contact, housed in a cast aluminum case with a red enameled finish tapped for a 1/2 inch NPT conduit connection. 2.06 PRESSURE SWITCHES A. Pressure switches shall be System Sensor Model EPS10 or EPS40, FM approved, UL listed equipped with two (2) SPDT contacts, housed in an aluminum case, a brass bellows sensing element, nickel plated brass bellows housing with 1/2 inch NPT male pipe thread. Switches shall be factory set to transfer between 4 psi to 8 psi and shall be adjustable from 2 psi to 20 psi. 2.07 INSPECTORS TEST AND DRAIN CONNECTIONS A. Inspector's test connections shall be Test Master II Alarm Test Module Style 720 or equal with grooved ends 1-1/4"-2" or threaded V-2" (optional pressure relief valve for threaded), bronze body, dual polycarbonate sight glasses, Bronze valve bonnet, and Malleable Iron handwheel. The assembly shall be rated for service up to 300 psi working pressure. Each floor, area or each hydraulically calculated area on floors with multiple hydraulically most remote areas shall be provided with an inspector's test assembly at the hydraulically most remote point. Each test connection valve shall be ready accessible and labeled. Each floor control valve assembly shall be connected to a drain riser, and this drain riser should discharge to outdoors in a location where water damage will not result. B. Dry pipe system and preaction system test pipe shall not be less than 1 inch in diameter, terminating in a smooth bore corrosion resisting orifice to provide a flow equivalent to one sprinkler of a type installed on the particular system installed on the end of the most distant sprinkler pipe in the upper story and be equipped with a readily accessible 1 inch shut-off valve, brass nipple and brass cap. FIRE PROTECTION 21 0000- 13 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton, MA Revised 12/08/09 L. The pre-action alarm valve assembly, located in Preaction Closet #219 for protection of Data Center #218, shall be UL listed, FM approved, Victaulic Series 758, or equal, electrically supervised single-interlock, automatic pre-action system, closed head system with deluge valve, release valve, secondary check valve above deluge valve, trim kit, pilot kit, glycerin filled pressure gauges, single area counting zoned addressable releasing control panel, supervisory air compressor panel with air compressor, alarm bell, alarm switch, trouble bell, and manual pull station. A control valve shall be located above the preaction valve to facilitate testing. The Electrical Contractor shall provide power wiring to the pre-action cabinet for the releasing control panel and air compressor. The Fire Protection Contractor shall furnish and install associated "counting zoned" system of 135°F heat detectors, including control wiring (in accordance with Division 16000) for the area served by the pre-action sprinkler system. Detector circuit wiring shall provide control wiring from pre-action control panel to shut down power to computer equipment in the event of an alarm condition. The first detector shall produce a local alarm and an alarm signal at the base building fire alarm panel. Subsequent activation of a second detector will cause the releasing control panel to energize the pre-action alarm valve and shut down computer room HVAC equipment and smoke dampers in the room. When the pre-action alarm valve is energized, it will release water into the piping, but not from any sprinkler head until the sprinkler head's fusible link melts. Preaction system Waterflow shall initiate automatic EPO of the room. The opening of an automatic sprinkler OR damage to system piping without electrical detection will initiate the sounding of a warning device and the activation of an alarm contact but will not cause the piping system to fill with water. Pressure loss on the sprinkler system will activate an auxiliary contact indicating same. Operation of the emergency manual release will depressurize the priming chamber of the deluge valve, causing the system to fill the piping network with water, and activate alarm and water flow contacts for auxiliary functions. M. The pre-action alarm valve assembly, located in Storage Closet#281 for protection of Anechoic Chamber #279, shall be UL listed, FM approved, Victaulic Series 758, or equal, electrically supervised single-interlock, automatic pre-action system, closed head system with deluge valve, release valve, secondary check valve above deluge valve, trim kit, pilot kit, glycerin filled pressure gauges, supervisory air compressor panel with air compressor, alarm bell, alarm switch, trouble bell, and manual pull station. A control valve shall be located above the preaction valve to facilitate testing. The Electrical Contractor shall provide power wiring to the pre-action valve assembly for the releasing control panel and air compressor. Supply a complete electrical detection system including system tubing, wiring, VESDA air sampling smoke detection system, signaling devices and connections to auxiliary functions (excluding wiring). The installation and wiring of the detection and control system shall be by the Fire Protection Contractor. The VESDA system shall be interfaced with the addressable preaction releasing control panel located outside Preaction Closet #219. Provide release modules(s)as required compatible with the preaction releasing control panel. Refer to section 2.13 for VESDA smoke detection requirements. Refer to FP drawings for sequence of operation for activation of the single interlock Preaction system. N. Double check valve assembly shall be Watts Model 757 or equal, UL listed FM approved, complete with test kit and spare parts kit. The Double Check Valve Assembly shall consist of two independent tri-link check modules within a single housing, sleeve access port, four test cocks and two drip tight shut-off valves. Tri-link checks shall be removable and serviceable, without the use of special tools. The housing shall be constructed of 304 Schedule 40 stainless steel pipe with groove end connections. Tri-link checks shall have reversible elastomer discs and in operation shall produce drip tight closure against reverse flow caused by backpressure or backsiphonage. This Contractor shall act as the Owner's agent in seeking approval from the FIRE PROTECTION 210000- 12 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton, MA Revised 12/08/09 2.03 VALVES A. Type "A": Gate valve shall have iron body, bronze mounted, straightway pattern, OS&Y, flanged ends, suitable for a minimum of 175 lbs. working pressure, similar to Nibco Figure No. F-607-OTS. B. Type "B": Gate valve shall have bronze body with threaded ends, OS&Y, for 175 lbs. working water pressure, similar to Nibco Figure No. T-104-0. C. Type"C,,: Globe valve shall be bronze body with threaded ends, suitable for 175 lbs. non-shock cold water, similar to Nibco Figure No. KT-211-W-UL. D. Type "D": Check valve shall be swing type with cast iron body, bronze mounted, flanged ends, suitable for 175 lbs. working water pressure, similar to Nibco Figure No. F-908-W, tapped for automatic ball drip as required. E. Type"E": Valve shall be manufactured out of bronze and be pressure rated to 125psi WSP, 200psi WOG non-shock. Valve shall have metal-to-metal seating, Wye pattern design and threaded IPS end connections. Valve shall be a Nibco Figure No. T-453-B. F. Type "F": Check valve shall be spring-assisted type with ductile iron body, aluminum bronze or elastomer encapsulated ductile iron disc, stainless steel spring and shaft, grooved ends, suitable for 250 psi working water pressure,Victaulic Series 717. G. Type "G": Butterfly valve shall be manufactured with ductile iron body, EPDM encapsulated ductile iron disc with integrally cast stem, grooved ends, suitable for 300 psi working water pressure, Victaulic Series 705. H. Valves shall be installed in accordance with the following: 1. Gate Valves 2-1/2"and Larger Type"A" 2. Gate Valves 2"and Smaller Type"B" 3. Globe Valves Type"C" 4. Check Valves 2-1/2"and Larger Type"D" &"F" 5. Check Valves 2"and Smaller Type"E" 6. Butterfly Valves 2-1/2" and Larger Type"G" 7. Inspector Test Connection Type"C" 8. Fire Department Connection Type"D" I. All threads shall meet the requirements of the Local Fire Department. J. Wet alarm check valves shall be approved vertical type for wet systems, complete with retard chamber, alarm switch, drain valve, glycerin filled pressure gauges, electric alarm bell and other required trimmings. Valve internal components shall be replaceable without removing valve from the installed position. Similar to Victaulic Series 751 or equal as approved; and UL/FM Global approved. K. Dry alarm check valves shall be approved vertical type for dry systems, complete with accelerator, alarm switch, drain valves, glycerin filled pressure gauges, air pressure maintenance system, air compressor of a size which can refill the system within 30 minutes, dryer and other required trimming. Valve shall be externally resetable, and internal components shall be replaceable without removing valve from the installed position. Similar to Victaulic Series 756 or equal as approved; and UUFM Global approved. FIRE PROTECTION 21 0000- 11 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton, MA Revised 12/08/09 Flanged or Grooved Valves and to Underground Entrance Type C 4. Wet Sprinkler System Type D& E 5. Dry Sprinkler System Type F 6. Preaction Sprinkler System Type F 7. Sprinkler Test Drain Type D& E 8. Pipe exposed to the outside and/or weather Type F H. Grooved End joints: 1. All grooved couplings, fittings, valves, and specialties shall be the products of a single manufacturer. Grooving tools shall be of the same manufacturer as the grooved components. 2. The gasket style and elastomeric material (grade) shall be verified as suitable for the intended service as specified. Gaskets shall be molded and produced by the grooved coupling manufacturer. 3. Grooved ends shall be clean and free from indentations, projections, and roll marks in the area from pipe end to groove. 4. Grooved coupling manufacturer's factory trained field representative shall provide on- site training for contractor's field personnel in the proper use of grooving tools, application of groove, and installation of grooved piping products. 5. Factory trained representative shall periodically inspect the product installation. shall remove and replace any improperly installed products. 2.02 PIPE SLEEVES, HANGERS AND SUPPORTS A. Hangers for piping of sizes 4 inches and smaller shall be Carpenter& Paterson Figure No. 800 adjustable swivel ring, Crane Company, Tolco Company or approved equal, black steel and hanger rods with machine threads. Hangers for piping of sizes larger than 4 inches shall be the adjustable clevis hanger type, steel with extension rod to structure, Carpenter-Paterson Figure No. 100. All hangers shall be UL/FM approved. B. Pipe sleeves shall be installed and properly secured at all points where pipes pass through masonry, concrete or wood. Pipe sleeves shall be of sufficient diameter to provide approximately 1/4 inch clearance. Pipe sleeves through masonry partitions and floors shall be Schedule 40 galvanized pipe. Wall sleeves shall have chromium-plated escutcheons with set screws or clips for firmly holding in place. Sleeves through walls shall end flush with surface of walls. Sleeves in floors shall extend one inch above the floor and after installation of piping shall be packed and made water tight. Provide core drilling. Core openings shall have Link- Seal fire rated penetration closures. Sleeves in exterior walls shall have water stop plates, shall end flush with the surface of the walls and shall have Link-Seal penetration closures. C. Where pipes penetrate fire rated floors and partitions, the openings shall be packed with a material which will maintain the integrity of the fire rating. FIRE PROTECTION 21 0000- 10 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton, MA Revised 12/08/09 C. Provide name, address and telephone number of the Manufacturer's Representative and service company for each piece of equipment so that the source of replacement parts and service for each item of equipment can be readily obtained. 1.20 SEISMIC RESTRAINTS A. Installation of Fire Protection equipment, accessories and components shall be in accordance with the Seismic Requirements identified in the Massachusetts State Building Code, Seventh (7th) Edition. Refer to Part Two(2)of the Specifications for further information. PART2 -PRODUCTS 2.01 PIPE AND FITTINGS A. Type A: Mechanical joint ductile iron, Class 52, with mechanical joint ductile iron fittings; pipe and fittings shall be 350 psi rated. Pipe and fittings shall be coated on the outside, cement lined on the inside. All changes in direction shall have tie rods and clamps anchored to thrust blocks. B. Type B: Cast iron flanged pipe and fittings; pipe shall conform to Federal Specification WW-P-421, Class 150; flanges faced and drilled for 125 psi service. Pipe and fittings shall be coated on the outside, cement lined on the inside. C. Type C: Schedule 40 black steel pipe, black cast iron screwed companion flanges and flanged cast iron fittings, all suitable for 175 psi working water pressure (300 psi when static water pressures are expected to exceed 175 psi). D. Type D: Schedule 40 black steel pipe with black cast iron screwed sprinkler fittings suitable for 175 psi working water pressure (300 psi when static water pressures are expected to exceed 175 psi). E. Type E: Schedule 10 welded and seamless steel pipe in accordance with ASTM-135 joined with groove fittings and couplings approved for service with grooves rolled on the pipe by an approved groove rolling machine. Minimum wall thickness shall be Schedule 10 for sizes up to 5 inch pipe, 0.134 inch for 6 inch pipe and 0.188 inch for 8 inch pipe and 10 inch pipe. Fittings and couplings shall be designed specifically for use in grooved piping systems and suitable for 175 psi minimum working pressure (300 psi when static water pressures are expected to exceed 175 psi) . Fittings, couplings and gaskets shall be of the same manufacturer. 1. Rigid Type Couplings: Coupling housings cast with offsetting, angle-pattern bolt pads shall be used to provide system rigidity and support and hanging in accordance with NFPA 13.Victaulic Style 009. 2. Flexible Type: Use in locations where vibration attenuation and stress relief are required. Victaulic Style 75/77. 3. Flange Adapter: Flat face, for direct connection to ANSI Class 125 and 150 flanged components.Victaulic Style 741/744. F. Type F: Schedule 10/40 galvanized interior and exterior steel pipe with standard iron screwed or standard grooved fittings as listed for Type E suitable for 175 psi working water pressure (300 psi when static water pressures are expected to exceed 175 psi). G. Pipe and fittings shall be in accordance with the following: 1. For Exterior Water Service Type A 2. For Service Entrance into Building Type B 3. For Above Ground Piping where Making Connections to FIRE PROTECTION 21 0000-9 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton, MA Revised 12/08/09 1.17 FINAL COMPLETION A. When Subcontractor considers Work under this Section is complete, submit through the General Contractor written certification that: 1. Contract documents have been reviewed. 2. Work has been inspected for compliance with Contract Documents. 3. Work has been completed in accordance with Contract Documents and deficiencies listed with Certificate of Substantial Completion have been corrected. 4. Equipment and systems have been tested, adjusted and balanced and are fully operational. The contractor shall attach the NFPA Aboveground and Underground Test Certificates, as applicable. 5. Work is complete and ready for final Engineer/Architect review. B. Should Architect and/or his Engineer observe and find work incomplete, he will promptly suspend his review and notify Subcontractor in writing through the General Contractor. C. Subcontractor shall complete his work, remedy deficiencies and send a second certification of final completion. D. Architect and/or his Engineer shall, upon receipt of a second certification of completion, make a second review and shall notify the Subcontractor in writing through the General Contractor listing observed deficiencies. E. When Architect and/or his Engineer finds work complete, he will consider close out submittals. 1.18 REOBSERVATION A. Should status of completion of Work require additional services by Architect and/or his Engineer due to failure of Work to conform with Subcontractor's claims on initial Architect and/or Engineer's review for Substantial Completion or for Final Completion, Owner will deduct the amount of Architect and/or his Engineer's compensation for additional services from final payment to Subcontractor. 1.19 OPERATING INSTRUCTIONS AND MAINTENANCE MANUALS A. Give detailed instructions, prior to the completion of the work, to the responsible personnel designated by the Architect in the operation and maintenance of all work installed under this Section. A letter with two (2)copies containing the name of the person or persons to whom the instructions were given and the dates of the instruction period shall be submitted to the Architect at the completion of the project. B. In addition, prepare three (3) sets of manufacturer's catalogs, other similar data including the necessary photographic equipment cuts, wiring diagrams covering all mechanical equipment and devices furnished and installed under this Section. These manuals shall provide complete instructions for the proper operation and use of the equipment together with instructions for lubrication and periodic maintenance and for trouble shooting. Operating instructions shall be specific for each system and shall include copies of posted specific instructions. This manual shall contain only that information which specifically applies to this project and all unrelated material shall be deleted. During the instruction period this manual shall be used and explained. The material shall be bound in note book form and indexed. FIRE PROTECTION 21 0000 -8 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton, MA Revised 12/08/09 1.13 GUARANTEE A. Manufacturers shall provide their standard warranties for material and equipment furnished under this Section. Such warranties shall be in addition to and not in lieu of all liabilities which the manufacturer and Contractor may have by law or by provisions of the Contract Documents. B. All materials, equipment and work furnished under this Section shall be guaranteed against all defects in materials and workmanship for a period of one (1)year commencing with the date of Substantial Completion. Any failure due to defective material, equipment or workmanship which may develop, shall be corrected at no expense to the Owner including all damage to areas, materials and other systems resulting from such failures. C. Upon receipt of notice from the Owner of failure of any part of the systems during the guarantee period, the affected parts shall be replaced. Any equipment requiring excessive service shall be considered defective and shall be replaced. 1.14 CONTINUITY OF SERVICE AND SCHEDULING OF WORK A. Continuity of all services shall be maintained in all areas which will be occupied during the construction period. When an interruption of service becomes necessary, such shall be made only upon consent of the Owner and at a time outside normal working hours as he shall designate. B. Refer to the overall scheduling of the work of the project. Schedule work to conform to this schedule and install work to not delay nor interfere with the progress of the project. 1.15 CERTIFICATES OF APPROVAL A. Upon completion of all work, furnish, in duplicate, certificates of inspections from all inspectors and authorities having jurisdiction, notarized letters from the manufacturers stating that authorized factory engineers have inspected and tested the operation of their respective equipment and found same to be in satisfactory operating condition. 1.16 SUBSTANTIAL COMPLETION A. When Subcontractor considers Work under this Section (or designated portion of Work) is substantially complete, submit written notice through the General Contractor with a list of items remaining to be completed or corrected. B. Should Architect and/or his Engineer observe and find Work is not substantially complete, he will promptly notify Subcontractor through the General Contractor in writing, listing observed deficiencies. C. Subcontractor shall remedy deficiencies and send a second written notice of substantial completion. D. When Architect and/or his Engineer finds work is substantially complete he will prepare a Certificate of Substantial Completion in accordance with provisions of General Conditions. FIRE PROTECTION 21 0000-7 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton, MA Revised 12/08/09 brochures will not be reviewed and will be returned to the Contractor unchecked unless they are certified. E. It is intended that the Contractor submit complete and accurate data at the first submission. If the shop drawing is returned marked "Resubmit", or "Not Accepted", only one (1) additional submission will be permitted. F. Equipment shall be of proper size for its allotted space. Equipment shall be disassembled as required, without invalidating the manufacturers' warranty, so that it can be installed through regular window, door, and/or louver openings. G. The shop drawings and manufacturer's data shall be submitted in a timely manner sufficiently in advance to give ample time for checking, correcting, resubmitting and rechecking if necessary. No claim for delay will be granted for failure to comply with this requirement. H. A minimum period of two weeks, exclusive of transmittal time, will be required in the Engineer's office each time shop drawings, layout drawings, and catalog data and brochures are submitted or resubmitted for review. This time period shall be considered by the Contractor when scheduling his work. I. Fabrication drawings and hydraulic calculations shall be submitted and stamped approved by the local fire department and insurance underwriters prior to submitting to the Architect for review. Fabrication drawings and hydraulic calculations shall bear the seal of registration of a qualified Registered Professional Fire Protection Engineer. J. LEED Certification Documentation: Submit documentation from the manufacturer highlighting LEED requirements for materials and products of this Section. Comply with requirements of Section 01315, LEED submittals. 1.12 MATERIAL AND EQUIPMENT STANDARDS A. Where materials or equipment are specified by patent proprietary name, or name of the manufacturer, such Specification shall be deemed to be used for the purpose of establishing a standard for that particular item. No equipment or material shall be used unless previously approved by the Architect. B. Substitutions may be offered for review provided the material, equipment or process offered for consideration is equal in every respect to that indicated or specified and only if the term "approved equal" appears. The request for each substitution must be accompanied by complete specifications together with drawings or samples to properly appraise the materials, equipment or process. C. If a substitution of materials or equipment in whole or in part is made, the Contractor shall bear the cost of any changes necessitated by any other trade as a result of said substitution. D. Manufacturer's directions shall be followed in the delivery, storage and installation of any equipment. Notify the Architect/Engineer, in writing, of any conflict between the Contract Drawings and the manufacturer's requirements and obtain a written response prior to proceeding with work. Should the Subcontractor fail to comply with this, he/she shall bear the costs of any corrections which may be required. E. The Subcontractor shall furnish and install all equipment, accessories, connections and incidentals to complete the work under this Section. FIRE PROTECTION 21 0000-6 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton, MA Revised 12/08109 1.09 PERMITS, FEES, RULES AND REGULATIONS A. Give the proper Authorities all requisite notices or information relating to the work under this Section. Obtain and pay for all fees, licenses, permits and certificates. Comply with the rules and regulations of all Local, State and Federal Authorities having jurisdiction, the Codes, Standards, recommended practices and manuals of the National Fire Protection Association, the Insurance Underwriters and the Public Utilities Companies serving the building. 1.10 PROTECTION OF WORK AND PROPERTY A. Be responsible for the care and protection of all work included under this Section until it has been tested and accepted. B. Protect all equipment and materials from damage from all causes including theft. All materials and equipment damaged or stolen shall be repaired or replaced with equal material or equipment. C. Protect all equipment, outlets and openings with temporary plugs, caps and covers. Protect work and materials of other trades from damage that might be caused by work or workmen and make good damage thus caused. D. When open flame or spark producing tools such as blower torches, welding equipment, etc., are required in the process of executing the work, the General Contractor will be notified not less than twenty-four (24) hours in advance of the time that the work is to began and the location where the work is to be performed. E. Provide, where necessary, fire protective covering and maintain a constant non-working fire watch where work is being performed and until it is completed. F. All exposed piping in parking garages, warehouses and similar type occupancies shall be permanently protected against physical damage from any type of vehicle. 1.11 SUBMITTAL REQUIREMENTS A. Submit for approval, within thirty(30) days after signing the Contract and prior to the submission of any shop drawings, an itemized list of manufacturers of material and equipment and of Subcontractors proposed to be used under this Section. B. After approval of the list, submit for review a minimum of eight (8) sets of detailed shop drawings. All shop drawings for equipment submitted for review shall include complete Specifications, including type of materials, operating pressures, capacities, performance and power requirements to determine compliance with Contract Documents. All data submitted shall be complete for all equipment and shall apply only to this specific project. C. Regardless of any information included in the shop drawing submitted for review, the requirements of the Drawings and Specifications shall not be superseded in any way by the shop drawing review. D. Each submittal shall be reviewed, stamped and certified prior to submission to the Architect. Such certification shall be made by the Owner, or Corporate Officer of the Contractor, or by a person duly authorized by the Owner to sign binding agreements for the Contractor. The certification shall state that the data and details contained on each shop drawing, layout drawing, catalog data and brochure has been reviewed by the Contractor and that it complies with the Contract Documents in all respects. Shop drawings, layout drawings, catalog data and FIRE PROTECTION 21 0000- 5 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton, MA Revised 12/08/09 B. The Coordination Drawings shall be produced on AutoCAD Release 2000 minimum or compatible system. A disc and one(1) set of reproducible sepias (all-trade composite) shall be provided to the Architect/Engineer for review. C. Coordination Drawings shall be 3/8" = 1'-0" scale. Prepare and submit for review, at that scale or larger, plans and sections. D. The cost of preparing and reproducing these Drawings will be included as part of this Contract. The HVAC Subcontractor shall prepare the initial Drawings and circulate the Drawings to the other trades(Fire Protection, Plumbing and Electrical)so they can indicate their work. E. Coordination Drawings shall not be construed as replacing any Shop Drawings. 1.08 RECORD DRAWINGS A. Purchase and maintain at the job site a complete and separate black line set of prints of the approved Working Drawings on which accurately indicate daily progress by coloring materials and apparatus as installed. Schedules shall be modified to reflect data consistent with that of the installed equipment. Clearly show all changes to the work as a result of change orders, instructions issued by the Architect or conditions encountered in the field. Accurately indicate the location, size,type and elevation of new utilities and their relationship to existing utilities. B. The marked up and colored in prints will be used as a guide for determining the progress of the work installed. They shall be inspected weekly and shall be corrected immediately if found inaccurate or incomplete. Requisitions for payment will not be approved until the Drawings are accurate and up-to-date. C. At the completion of the work submit one (1) set of the marked up prints for review and comment. After review and comment, these marked up prints shall be used in the preparation of the Record Drawings. D. Obtain and pay for one (1) set of reproducible mylars and CAD disks (AutoCAD Release 2000 minimum or compatible system) applicable to this Section. Make all modifications to these reproducibles as shown on the marked up prints. Remove all superseded data to show the completed installation. E. The Record Drawings may be made from the originals of the Contract Drawings. Arrange with the Architect to have these reproducibles made from the originals. F. Deliver the completed reproducible Record Drawings, Record Hydraulic Calculations and/or CAD disks properly titled and dated to the Architect. These Record Drawings shall become the property of the Owner. G. The Fire Protection Contractor's Design Engineer shall certify that the completed installation complies with all applicable codes and underwriters' requirements. FIRE PROTECTION 21 0000-4 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton, MA Revised 12/08/09 13. Factory Mutual(FM). 14. Industrial Risk Insurers(IRI). 15. National Electrical Manufacturers Association (NEMA). 16. American Gas Association(AGA). 17. Underwriters' Laboratories, Inc. (UL). 18. U.S. Department of Health and Human Services, Guidelines for Construction and Equipment for Hospital and Medical Facilities. 1.05 OBTAINING INFORMATION A. Obtain from the manufacturer the proper method of installation and connection of the equipment that is to be furnished and installed. Obtain all information that is necessary to facilitate the work and to complete the project. 1.06 COOPERATION AND COORDINATION WITH OTHER TRADES A. The Contract Drawings are diagrammatic only intending to indicate general routing and location of piping and equipment. The Drawings are not intended to show every offset and accessory required, nor every structural difficulty that may be encountered. B. Where requirements of the applicable codes, plans and/or specifications are in conflict, the most stringent requirement will be included in the Contract. Prior to ordering and/or installing any portion of the work which appears to be in conflict, the work shall be brought to the Arch itect/Engineer's attention for direction as to what is provided. C. Final location of sprinkler heads, valve cabinets, fire department valves, siamese connections, roof manifolds, etc., shall be coordinated with the Architectural Plans. Additional offsets, fittings, etc., shall be provided as needed to meet this requirement at no extra cost to the Owner. D. If discrepancies exist in the scope of work as to what trade provides items, they shall be reported to the Architect/Engineer prior to signing the Contract. If the discrepancies are not reported, the Fire Protection Subcontractor shall furnish such items as needed for a complete and operable system. E. All work shall be installed in cooperation with other trades. Fire protection systems shall be so located as to not interfere with access doors of HVAC units or the required space for maintenance staff to service these units. F. Keep fully informed as to the shape, size and position of all openings required for all apparatus and give information in advance to build openings into the work. Furnish and set in place all sleeves, pockets, supports and incidentals. G. All distribution systems which require pitch or slope such as plumbing drains, steam and condensate piping shall have the right of way over those which do not. Confer with other trades as to the location of pipes, ducts, lights and apparatus and install work to avoid interferences. H. Prepare and submit for review coordinated Plans and sections, clearly showing how the work is to be installed in relation to the work of other trades. Work that is installed before coordination with other trades, or that causes interference with the work of other trades shall be changed to correct condition. 1.07 COORDINATION DRAWINGS A. Prior to the purchasing and fabrication of materials, each Subcontractor shall prepare Coordination Drawings for all floors/areas showing the size and location of his/her equipment and lines. FIRE PROTECTION 21 0000 - 3 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton, MA Revised 12/08/09 6. Hydrant flow testing. 7. Hydraulic calculations. 8. Furnishing of access panels. 9. Backflow Prevention 1.03 RELATED WORK IN OTHER SECTIONS A. The following work is not included as work in this Section and is to be performed under other Sections: 1. All Cutting and Patching. 2. Temporary Water, Heat, Fire Protection and Toilet Facilities. 3. Temporary Light and Power. 4. Excavation and Backfilling. 5. Foundations and Trenching. 6. Concrete Bases for Equipment. 7. Flashing of Holes through Roof. 8. Painting. 9. Food Service Equipment. 10. Laboratory Equipment. 11. Heating,Ventilating and Air Conditioning. 12. Plumbing. 13. Electrical. 14. Utilities Beyond 10' -0"from the Building. 15. Installation of Access Panels. 16. Fire Extinguishers. 17. Electric Heat Tracing. 18. Kitchen Hood Fire Suppression System. 1.04 CODES, STANDARDS AND REFERENCES A. All materials and workmanship shall comply with the latest editions of all applicable Codes, Local and State Ordinances, Industry Standards and Regulations. B. The Fire Protection Subcontractor shall notify the Architect/Engineer of any discrepancies between the Contract Documents and applicable Codes, Standards, etc. C. In the event of a conflict,the most stringent requirements shall apply. D. The following Codes, Standards and References shall be utilized as applicable: 1. Massachusetts State Building Code, 780 CMR, 7th edition. 2. National Electric Code(NEC). 3. Environmental Protection Agency(EPA). 4. Commonwealth of Massachusetts Department of Environmental Protection(DEP). 5. Local Ordinances, Regulations of City of Northampton. 6. National Fire Protection Association (NFPA). 7. Insurance Services Organization (ISO). 8. American National Standards Institute(ANSI). 9. American Society of Mechanical Engineers(ASME). 10. American Society of Testing Materials(ASTM). 11. American Welding Society(AWS). 12. Commercial Standards, U.S. Department of Commerce(CS). FIRE PROTECTION 21 0000 -2 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton, MA Revised 12/08/09 SECTION 21 00 00 FIRE PROTECTION PART 1 -GENERAL 1.01 GENERAL REQUIREMENTS 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 of 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 work of this Section. Cooperate with such trades to assure the steady progress of all work under the Contract. D. The Owner will be submitting this building for certification under the U.S. Green Building Council's LEED program. To that end, all systems and equipment must be installed and operate to comply with the requirements of ASHRAE 90.1-2007 or the local energy code, whichever is more stringent. In addition, several systems and pieces of equipment are specified to comply with the requirements of the LEED program. An outside commissioning authority will commission the building at the completion of construction. Refer to separate commissioning authority scope of work and specifications for systems affected and Fire Protection contractor interface required. 1.02 WORK INCLUDED A. The work under this Section shall include the furnishing of all material, labor, equipment and supplies and the performance of all operations to provide a complete working system as required by the drawings and details and as specified herein. 1. All equipment and systems shall be Year 2000 compatible as part of the project. Any additional components required for compatibility shall be provided as part of the scope of work. B. The Specifications and Drawings describe the minimum requirements that must be met by the Fire Protection Subcontractor for the installation of all work as shown on the Drawings and as specified hereinunder to include the following items: 1. Complete new automatic wet pipe sprinkler protection throughout the building in accordance with 2007 edition NFPA 13, Massachusetts State Building Code—780CMR 7th Edition, and all requirements of all local authorities having jurisdiction. 2. Complete automatic dry pipe sprinkler protection for exterior covered shipping and receiving, secured shipping shed, and tower. 3. Installation of a complete automatic single interlocked pre-action sprinkler system with counting zoned heat detection for the 2nd Floor Data Center #218 as indicated on Contract Drawings. 4. Installation of a complete automatic single interlocked pre-action sprinkler system with VESDA air sampling smoke detection for the 2nd Floor Anechoic Chamber 279 as indicated on Contract Drawings. 5. Seismic protection. FIRE PROTECTION 21 00 00 - 1 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton, MA Revised 12/08109 3.08 ACCESS PANELS........................................................................................................................ 32 3.09 DESIGN CRITERIA...................................................................................................................... 32 FIRE PROTECTION 21 00 00-ii KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton, MA Revised 12/08/09 SECTION 21 00 00 FIRE PROTECTION TABLE OF CONTENTS PART1 -GENERAL..................................................................................................................................... 1 1.01 GENERAL REQUIREMENTS......................................................................................................... 1 1.02 WORK INCLUDED.......................................................................................................................1. 1 1.03 RELATED WORK IN OTHER SECTIONS..................................................................................... 2 1.04 CODES, STANDARDS AND REFERENCES................................................................................. 2 1.05 OBTAINING INFORMATION.......................................................................................................... 3 1.06 COOPERATION AND COORDINATION WITH OTHER TRADES................................................ 3 1.07 COORDINATION DRAWINGS....................................................................................................... 3 1.08 RECORD DRAWINGS................................................................................................................... 4 1.09 PERMITS, FEES, RULES AND REGULATIONS........................................................................... 5 1.10 PROTECTION OF WORK AND PROPERTY................................................................................ 5 1.11 SUBMITTAL REQUIREMENTS...................................................................................................... 5 1.12 MATERIAL AND EQUIPMENT STANDARDS................................................................................ 6 1.13 GUARANTEE ................................................................................................................................. 7 1.14 CONTINUITY OF SERVICE AND SCHEDULING OF WORK....................................................... 7 1.15 CERTIFICATES OF APPROVAL................................................................................................... 7 1.16 SUBSTANTIAL COMPLETION ...................................................................................................... 7 1.17 FINAL COMPLETION..................................................................................................................... 8 1.18 REOBSERVATION......................................................................................................................... 8 1.19 OPERATING INSTRUCTIONS AND MAINTENANCE MANUALS................................................ 8 1.20 SEISMIC RESTRAINTS................................................................................................................. 9 PART2- PRODUCTS.................................................................................................................................. 9 2.01 PIPE AND FITTINGS...................................................................................................................... 9 2.02 PIPE SLEEVES, HANGERS AND SUPPORTS........................................................................... 10 2.03 VALVES........................................................................................................................................ 11 2.04 WATER FLOW SWITCHES......................................................................................................... 13 2.05 SUPERVISORY SWITCHES........................................................................................................ 13 2.06 PRESSURE SWITCHES.............................................................................................................. 13 2.07 INSPECTORS TEST AND DRAIN CONNECTIONS.................................................................... 13 2.08 FIRE DEPARTMENT CONNECTION .......................................................................................... 14 2.09 SPRINKLER HEADS.................................................................................................................... 14 2.10 SPARE HEADS ............................................................................................................................ 15 2.11 PIPE IDENTIFICATION AND VALVE TAGS................................................................................ 15 2.12 ACCESS PANELS........................................................................................................................ 15 2.13 VESDA AIR SAMPLING SMOKE DETECTION........................................................................... 16 2.14 SEISMIC RESTRAINTS...............................................................................................................25 2.15 TESTS AND APPROVALS........................................................................................................... 31 PART3- EXECUTION............................................................................................................................... 31 3.01 FIRE PROTECTION SYSTEMS................................................................................................... 31 3.02 SPRINKLER HEADS.................................................................................................................... 31 3.03 VALVES........................................................................................................................................ 32 3.04 WATER FLOW SWITCHES......................................................................................................... 32 3.05 SUPERVISORY SWITCHES........................................................................................................ 32 3.06 PRESSURE SWITCHES.............................................................................................................. 32 3.07 FIRE DEPARTMENT CONNECTION .......................................................................................... 32 FIRE PROTECTION 21 00 00- i KOLLMORGEN ELECTRO-OPTICAL BH+A Project No.2883 Northampton,MA D. Remove material and equipment from areas of work and storage areas. END OF SECTION \\Fs3\g_drive\Projects\2009-Boston\A0112-003.00\Specifications\Fire\FA Spec 10-30-09.doc FIRE ALARM 2601 00 -37 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton, MA E. All supplementary steel and channels shall be installed in a neat and workmanlike manner parallel to the walls, floor and ceiling construction. All turns shall be made with 90 degrees and 45 degrees fittings, as required to suit the construction and installation conditions. F. All supplementary steel, channels, supports, and fittings, shall be Underwriters' Laboratories, Incorporated, approved, be galvanized steel and be manufactured by Steel City, Unistrut, Power-Strut, T. J. Cope, Chalfant or approved equal. 3.09 TESTING AND INSPECTION A. Test and inspect all parts of the work provided under this Section and as required by codes, standards or authorities having jurisdiction. Conduct all tests and inspections to the complete satisfaction of the Architect and all authorities. Notify the Architect and all involved authorities at least 48 hours prior to testing or inspection. Do not cover work prior to testing or inspection. B. Prior to the date of acceptance, furnish the Architect with certificates of testing and inspection for all systems indicating the approval of all authorities having jurisdiction and conformance with all requirements of the Contract Documents. C. All systems shall test free from short circuits and grounds, shall be free from mechanical and electrical defects, and shall show an insulation resistance between phase conductors and ground of not less than the values recommended by the manufacturers. D. Test all circuits for proper neutral connections. E. Testing recommended by manufacturers shall be required;see Fire Alarm System. F. Failure or defects in workmanship or materials revealed by tests or inspection shall be corrected promptly and retested. Defective material shall be replaced at no additional expense to the Owner. G. Provide all temporary connections, necessary testing equipment, labor and materials, required for the testing of the systems and equipment. All systems shall be prepared for testing and protected from damage. The cost of all tests shall be included in the contract price. 3.10 PAINTING A. All equipment installed under this Section shall have as a minimum a shop coat of non-lead gray paint. Finish painting where required shall be done under other Sections. 3.11 CLEANING UP A. Upon completion of all installation, and testing, thoroughly inspect all exposed portions of the fire alarm installation and completely remove all exposed labels, markings, and foreign material. B. The interior of all boxes and cabinets shall be left clean; exposed surfaces shall be cleaned and plated surfaces polished. C. Repair damage to finish surfaces resulting from work under this section. FIRE ALARM 16700 -36 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton,MA 3.07 MOUNTING HEIGHTS AND SPECIAL REQUIREMENTS A. All electrical equipment shall be mounted at the following heights unless noted or detailed otherwise on the Fire Alarm Drawings or Architectural Drawings. Notes or details on the Architectural Drawings pertaining to mounting heights or locations of electrical equipment shall supersede those noted below or detailed on the Fire Alarm Drawings. If the mounting height of any electrical component is questionable, obtain a clarification from the Architect before installation. All mounting heights shall comply with the Federal ADA (Americans with Disabilities Act) and the State of Massachusetts Publication 521 CMR: Architectural Barriers Board for(Buildings, Facilities, etc. for the Visually and Physically Handicapped). 1. Equipment located in lobbies shall be as detailed on the Architectural Drawings or as directed by the Architect. 2. Interior wall brackets shall be as detailed on the Architectural Drawings or as directed by the Architect. 3. Fire Alarm Pull Stations: 4'-0" above finished floor to the top of the activating lever. 4. Fire Alarm Signals: (Horn/Strobes) 6'-8" above finished floor or 6" below ceiling to the bottom of the strobe lens,whichever is lower. 5. FACP and ANN: 6'-0"AFF to the top of the panel B. Provide information to the Contractor, for all required access panels in walls, ceilings and floors, for access to concealed electrical equipment, pull/junction boxes and fittings. The exact sizes and physical locations shall be to suit accessibility and construction conditions. C. Furnish and install all power and control and alarm wiring to include connections for plumbing and fire protection systems equipment to be wired and connected by the Contractor. D. Obtain from Heating, Ventilating and Air Conditioning, Plumbing and Fire Protection Specification Sections complete wiring and connection diagrams of all equipment which is to be wired and connected before installing raceways or wiring for same. 3.08 SUPPLEMENTARY STEEL, CHANNEL AND SUPPORTS A. Furnish and install all supplementary steel, channels and supports required for the proper installation, mounting and support of all lighting fixtures and electrical equipment to be installed under this Contract, as required. B. All supplementary steel, channels and supports shall be furnished, installed and secured with all fittings, support rods and appurtenances required for a complete support or mounting system. C. Supplementary steel and channels shall be firmly connected to the building construction in a manner approved by the Architect prior to the installation of same. Submit to the Architect, via the Contractor, the locations proposed for using supplementary steel and channels for the support of equipment, fixtures and raceways. The submittal shall indicate the mounting methods, size and details of the supports, channels and steel; it shall indicate also that weight which the supports, channels and supplementary steel is to carry. D. The type and size of the supporting channels and supplementary steel shall be of sufficient strength and size to allow only a minimum deflection in conformance with the channel and supplementary steel manufacturer's requirements for loading. FIRE ALARM 2601 00 -35 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton, MA b. Colored coatings. 2. When limited quantities of cable are involved, the Architect may permit the use of the following methods in lieu of cable manufacturer's color coding. Each cable must be coded at all terminal points, in all manholes, boxes or other similar enclosures by: a. Spiral application of 3/4 inch wide, colored, pressure sensitive plastic tape, half-lapped for a distance of not less than 6 inches. To prevent unwinding, the last two (2) wraps of taps shall be applied with no tension. The tape shall be applied so as not to obliterate identification markings on the cable. b. Application of three (3) 3/16 inch wide colored, fungus inert, self-extinguishing, self-locking, nylon cable ties spaced 3 inches apart. The ties shall be snugly applied with a special tool or pliers, and any excess removed. B. The same colored cable shall be connected to the same phase throughout the project. C. Submit for approval all color coding, phase identification and positioning schemes that he intends to use at all terminations, etc., before actual connections are made. D. In the event that electrical conflicts arise in the field, they shall be referred to the Architect immediately before the Contractor proceeds with the work. Physical orientation or placement of conductors shall be secondary to the electrical consistency, integrity and continuity. 3.06 OUTLET, PULL AND JUNCTION BOXES A. Install as a part of the raceway system all outlet, pull and junction boxes required for the proper installation of all components of the electrical system. B. The locations of all wall boxes shall be coordinated with the Architectural Drawings before installation of same. All boxes, unless specifically noted otherwise on the Drawings, shall be opposite the hinged side of the door for all single doors. C. Locations of outlets shown on Drawings are approximate. The Contractor shall study the Building Plans in relating to the spaces and equipment surrounding each outlet so that receptacles, switches, lighting fixtures devices or other electrical components are symmetrically located and mounted in or on the walls, ceiling and floor. D. Outlet, junction or pull boxes, shown on the Drawings, that interfere with the installation of mechanical equipment, structural or architectural features or that will be inaccessible due to the work of other trades shall be relocated accordingly as a part of construction conditions encountered during the course of the construction program at no cost to the Owner. E. All outlet, pull and junction boxes shall be installed in a rigid and satisfactory manner and shall be supported by bar hangers in frame construction or shall be fastened directly with wood screws on wood, bolts with expansion shields on concrete or brick toggle bolts on hollow masonry units, and machine screws or welded threaded studs on metal. Threaded studs of the proper type and holding capacity driven in by a power charge and provided with lock washers and nuts are acceptable for mounting of boxes on solid concrete walls or slabs. Preset inserts of the proper type and holding capacity shall be used in overhead slab construction wherever possible for the support of pull and junction boxes. FIRE ALARM 16700- 34 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No.2883 Northampton,MA Q. Wire and cable shall be carefully handled during installation so as to avoid mechanical injury to the conductor, insulation, or covering. R. All raceways shall be carefully cleaned, blown and swabbed dry inside before installation of wires and cables. The Architect reserves the right to have all wiring in a raceway or raceways removed for inspection should the presence of moisture or dirt be suspected in same at no additional expense to the Architect. If moisture or dirt is found in the raceway system during the inspection of same, it shall be thoroughly cleaned and dried to the complete satisfaction of the Owner at no additional expense to the Owner. S. All vertical risers for power and auxiliary systems passing through floor slabs shall be properly supported at each floor level. T. Wiring shall not be pulled into a raceway system until it is mechanically complete in all details. The ends of the raceway shall be tightly plugged to exclude dust, moisture, or mortar, or plaster while building is under the process of construction. 3.04 WIRE AND CABLES A. Joints and splices shall be made in an approved manner and be at least equivalent electrically and mechanically to the conductor itself. Whenever the conductors is bared for splicing, it shall be taped with a good grade of rubber splicing compound and friction or plastic tape so as to form at least the equivalent of the original insulation and covering. B. Pressure connectors with "wrap caps" or insulating caps of a type approved by the local inspecting authorities may be used by joints on branch circuits with conductor sizes up to and including #10 AWG. Connectors shall be manufactured by Buchanan, Eagle, Ideal, or approved equal. C. Insulating compounds, unless indicated or specified otherwise, for cable joints, boxes, terminals and other similar items, shall have bituminous base and shall be free from granular content, creosote alkali, acid, free of sulphur and water. D. Conductors or cables shall not be pulled into the raceway systems until all work which could cause injury to the conductors or insulation has been completed. A lubricant manufactured by Ideal, General Electric, Dow Corning or approval equal, shall be used when necessary for the pulling of conductors or cables into the raceway systems except that no pulling compound shall be used for the isolated power system circuits. E. Wires and cables shall be carefully handled during installation so as to avoid kinks, twists, and mechanical injury to the conductor, insulation or covering. F. Where conductors are to be connected directly to devices with the use of terminal screws, and other wiring devices or screw type terminations the wires shall be formed into a loop to fit around the screws in a clockwise direction so as to be tightly locked in place with same. G. At no time shall more than one(1)conductor terminate under or on terminal screw. 3.05 COLOR CODING A. Color coding shall be achieved by one(1) of the following methods: 1. The insulation or covering shall be coded during manufacture by use of one (1) of the following methods: a. Color compounds. FIRE ALARM 260100 -33 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton, MA D. Dual rated FPLP/MC Multi-Conductor Fire Alarm and Control Metal-Clad cable with full size insulated separator ground wire may be used as permitted by State and Local Codes for fire alarm wiring concealed above hung ceilings and in studded partitions. E. Flexible metal conduit of short lengths (maximum 18 inch) shall be provided at all equipment subject to vibration or movement. Liquid-tight flexible conduit shall be used in wet locations. F. All raceways shall be properly fastened in accordance with the applicable Articles of the Electrical Code. Spacing between supports shall not exceed 7 feet unless specifically approved by the Architect. Conduit installed above suspended ceilings shall be supported from the building structure. Conduit supports fastened to the roof decking will not be allowed. G. Conduit joints shall be cut square, threaded, reamed smooth, and drawn up tight. Bends or offsets shall be made with standard conduit ells; field bends shall be made with an approved bender or hickey. Pipe threads cut in the field for exterior or underground use shall be painted with red lead or a similar approved substance before being made up. H. Conduit terminals at cabinets and boxes shall be rigidly secured with locknuts and bushings as required by the Electrical Code and local authorities. On all conduit 1-1/4 inch trade size and larger, bushings shall be insulated with double locknut. I. Conduit fittings shall be galvanized treated or cadmium plated. Rigid steel conduit and intermediate metal conduit shall use only threaded connections. Steel supports or racks shall be galvanized steel channel and fittings, by Unistrut, Steel City or approved equal. J. Minimum size conduit shall be 1/2 inch. Other sizes shall be as indicated on the Drawings or required by the Electrical Code for number and size of conductors installed. K. Conduit runs are shown diagrammatically. The exact routing and means of support shall be determined in the field. Exposed conduits shall be installed parallel with or at right angles to the building walls, structural members or architectural features. L. All conduit ends shall be plugged or capped as soon as they are installed to prevent entrance of moisture or other debris during construction. No wire shall be pulled into any conduit until the conduit system is complete in all details. All spare conduits shall have a nylon pull line inserted. M. Expansion fittings shall be furnished and installed wherever building expansion joints occur. Expansion joints shall be provided for non-metallic conduit to compensate for thermal expansion and contraction as recommended by the manufacturer. Conduit, fittings and outlet boxes supported on walls, columns or steel work shall be held in place by caulking anchors, power-driven studs, expansion shields, beam clamps or concrete inserts. Nails or screws used in conjunction with wood plugs in lieu of toggle or expansion bolts will not be accepted. N. Connections between conduits of different types shall be made in an approved manner, using adapters or other materials and methods recommended or the purpose by the conduit manufacturers. O. No splices or joints shall be permitted in either feeders or branches except at outlets or accessible junction boxes. Splices in wire shall be standard pigtail, made mechanically tight. P. Joints and splices shall be made in an approved manner with mechanical type devices of a design that will not cause separation of the cable strands or distortion of the cable. Joints and splices shall be covered with good grade of splicing compound and plastic tape so as to form the equivalent of original insulation and covering. FIRE ALARM 16700 -32 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton,MA PART 3-EXECUTION 3.01 SLEEVING A. Conduit and openings shall be laid out in advance to permit their provision in the work. Sleeves and conduit shall be set in forms before concrete is poured. Any extra work required where sleeves or conduits have been omitted or improperly placed shall be performed at the expense of the Contractor which made the error or omission. B. Sleeves provided for conduit between floors and through fire walls, or smoke partitions shall be installed with approved packing between sleeves and conduit to provide for fire stop. C. Where conduits pass through footings, beams, or slabs they shall be provided with waterproof sleeves. D. Except as required below, sleeves shall be made of galvanized sheet metal to finish flush with building finish lines. E. Provide acoustic sealer in sleeves between occupied spaces. Sleeves installed in floors of toilet rooms and apparatus rooms shall extend two inches above the finished floor. 3.02 GROUNDING A. All systems shall test free of grounds. Exception: Parts of circuits or equipment that are intentionally and permanently grounded to provide ground fault detection, noise suppression, emergency ground signaling, and circuit protection grounding. B. Materials manufactured within the scope of the Underwriters' Laboratories (grounding and bonding materials)shall conform to UL Standards and shall carry UL approval. C. Ground conductors shall be of electrical grade copper except where otherwise indicated. Grounding connectors shall be uninsulated unless otherwise specified. D. Connections shall be made readily accessible for inspection. No connections shall be made concealed in floors or walls. 3.03 WIRING METHODS A. Generally, unless specified below and approved by the authorities having jurisdiction, wiring shall consist of insulated conductors installed in rigid steel conduit or intermediate metal conduit. B. Electrical metallic conduit may be used as permitted by State or Local Codes for feeders, branch circuits, signal instrumentation and control circuits. 1. EMT may be used as permitted in ceiling or floor cavity spaces, void spaces of masonry walls, in equipment rooms, in mechanical chases, in electrical chases, in closets, in exposed locations 8 feet above finished floor and where not subject to accidental damage or abuse. Where subject to accidental damage or abuse, install in rigid steel conduit or intermediate metal conduit. 2. Set screw connectors shall be galvanized steel,white metal is not acceptable. C. Metal clad cable with a full size, insulated, separate ground wire may be used as permitted by state and local codes for branch circuit wiring concealed above hung ceilings and in studded partitions. FIRE ALARM 2601 00 - 31 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton, MA (7) Ceiling mounted panel light fixtures shall be attached to lay-in ceilings with earthquake clips or other approved means of positive attachment to T-bar structure. (8) All non-isolated floor or wall-mounted equipment shall use RESTRAINT TYPE III or V. (9) Where base anchoring of equipment is insufficient to resist seismic forces, restraint TYPE III shall be located above the units' center of gravity to suitably resist"G"forces specified. (10) A rigid piping system shall not be braced to dissimilar parts of a building or two dissimilar building systems that may respond in a different mode during an earthquake. Examples: Wall and roof; solid concrete wall and a metal deck with lightweight concrete fill, bus duct, conduit, etc. crossing a building expansion joint. b. Exclusions For Seismic Restraints On Non-Life Safety Systems: (1) All conduit less than 2-112 inch diameter. (2) All clevis or trapeze supported conduit, cable tray or bus duct suspended by hangers with positive attachment to the structure that are less than 12 inches in length as measured from the top of the conduit, cable tray or bus duct to the point of attachment to the structure. If the 12 inch limit is exceeded by any hanger in the run, seismic bracing is required for the run. C. Exclusions for Seismic Restraints On Life Safety Equipment. (1) Critical, Standby or Emergency power conduit less than 1 inch nominal diameter. 4. Inspection a. Upon completion of installation of all vibration isolation and seismic restraint devices, the owner may elect to contract and outside consultant at the owner's expense to review the installation. Any deficiencies in the installation will be corrected immediately at the contractor's expense. TABLE C SEISMIC BRACING TABLE ON CENTER SPACING (Max) WITHIN EACH CHANGE EQUIPMENT OF DIRECTION TRANSVERSE LONGITUDINAL CONDUIT 40 Feet 80 Feet 10 Feet FIRE ALARM 16700 -30 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton, MA 3. Seismic Restraints a. Installation (1) All floor mounted equipment whether isolated or not shall be snubbed, anchored, bolted or welded to the structure to comply with the required acceleration. Calculations that determine that isolated equipment movement may be less than the operating clearance of snubbers (restraints) do not preclude the need for snubbers. All equipment must be positively restrained to the structure. (2) All suspended equipment shall be two or four point independently braced with TYPE III restraints, installed taught for non-isolated equipment and slack with '/2' cable deflection for isolated equipment. Rod bracing shall be installed as per approved submittals and shop drawings. Equipment less than 50 lbs. Is excluded. (3) All horizontally suspended cable trays, bus duct and conduit shall use RESTRAINT TYPE III. Spacing of seismic bracing shall be as per TABLE C at the end of this Section. (4) For all trapeze supported piping and conduit, the individual pipes and conduits must be transversely and vertically restrained to the trapeze support at the designated restraint locations. (5) For overhead supported equipment, over stress of the building structure must not occur. Bracing may occur from: (a) Flanges of structural beams. (b) Upper truss chords in bar joists. (c) Cast in place inserts or drilled and shielded inserts in concrete structures. (6) Conduit Risers (a) Where conduits pass through cored holes, core diameters to be a maximum of 2 inches larger than pipe O.D. Cored holes must be packed with resilient material or fire stop as specified in other Sections of this Specification and/or State and Local Codes. No additional horizontal seismic bracing is required at these locations. (b) Conduit risers through cored holes require a riser clamp at each level on top of the slab attached in a seismically approved manner for vertical restraint. (c) Conduit risers in pipe shafts require structural steel attached in a seismically approved manner at each floor level and a riser clamp at each floor level on top of, and fastened to the structural steel. The riser clamp and structural steel must be capable of withstanding all static and seismic loads. FIRE ALARM 2601 00 -29 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton, MA C. TYPE C: NOT USED d. TYPE D: Double deflection neoprene isolator encased in ductile iron or steel casing. (1) Mountings shall have Anchorage Pre-approval "R" number from California OSHPD, certifying the horizontal and vertical seismic load ratings. Mason Industries Type RC or BR. e. TYPE E: Elastomer Hanger Isolator (1) Molded neoprene element with an integral bushing to insulate lower support rod from the hanger box. (a) Steel hanger box shall withstand three times the rated load without failure. Mason Industries Type HD. F. Installation 1. General a. Isolation and seismic restraint systems must be installed in strict accordance with the manufacturer's written instructions and all submittal data. b. Vibration isolators shall not cause any change of position of equipment resulting in stress on equipment connections. 2. Equipment Installation a. Equipment shall be isolated as indicated in TABLE B at the end of this section. b. Additional Requirements: (1) Spring isolators shall be installed after all equipment is installed without changing equipment elevations. (2) After the entire installation is complete and under full operational load, the spring isolators shall be adjusted so that the load is transferred from the blocks to the isolators. (3) Remove all debris from beneath the equipment and verify that there are no short circuits of the isolation. The equipment shall be free in all directions. (4) Install equipment with flexibility in wiring. (5) Housekeeping pads for equipment in this Section must be properly doweled or bolted, using wedge type expansion bolted to the structure to meet the acceleration criteria. Anchor equipment or isolators to housekeeping pads, See D. RELATED WORK. FIRE ALARM 16700 -28 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton,MA (4) Pipe clevis cross braces are required at all restraint locations. They shall be special purpose preformed channels deep enough to be held in place by bolts passing over the clevis cross bolt. Clevis cross braces shall have Anchorage Pre-approval"R" number from California OSHPD. Mason Ind. Model"CCB". d. TYPE IV: Double deflection neoprene isolator encased in ductile iron or steel casing. 1) Mountings shall have Anchorage Pre-approval "R" number from California OSHPD, certifying the horizontal and vertical seismic load ratings. Mason Industries Type RC or BR. e. TYPE V: Rigid attachment to structure utilizing wedge type expansion anchors for bolting and steel plates, either cast-in or anchored with wedge type expansion bolts, for welding. Powder shots are not acceptable. Concrete anchor bolt spacing shall be in accordance with manufacturer's published standards. 4. Vibration Isolator Types a. TYPE A: Spring Isolator-Free Standing (1) Spring shall have a minimum outer diameter to overall height ratio of 0.8 : 1 at rated deflection. (2) Reserve deflection (from published load ratings to solid height) of 50% of the rated deflection. (3) Ductile top cup with adjusting bolt tapped for equipment attachment locking cap screw. (4) Minimum 1/4" thick neoprene acoustical base pad or cup on underside, unless designated otherwise. Mason Industries Type SLF. b. TYPE B: Spring Isolator-Restrained (1) Shall be the same as TYPE A with the following additional features. (a) Integral restraining bolts with elastomeric cushions preventing metal-to-metal contact. (b) Internal spring adjusting nut or bolt with leveling capability. (c) Built-in all-directional limit stops with minimum 1/4"clearance under normal operation. (d) Mountings shall have Anchorage Pre-approval "R" number from California OSHPD, certifying the horizontal and vertical seismic load ratings. Mason Industries Type SLR, SSLFH. FIRE ALARM 2601 00-27 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton, MA their systems strictly comply with intent, structural design, performance and deflections of the Base Manufacturer. 2. Seismic Restraints And Vibration Isolation Types a. All isolation and seismic restraint devices shall be capable of accepting, without failure, the "G"forces as determined by the seismic certification and calculations as described in the "SUBMITTAL DATA REQUIREMENTS" section of these specifications. b. Corrosion protection for outdoor applications shall be as follows: (1) Springs cadmium plated,zinc electroplated or powder coat. (2) Hardware cadmium plated. (3) All other metal parts hot spray or hot dipped galvanized. C. Ali seismic restraint devices (1) Shall maintain the equipment in a captive position and not short circuit isolation devices during normal operating conditions. (2) Shall have provisions for bolting and/or welding to the structure. d. Welding of springs to isolator housing, base plates, etc. is strictly prohibited. 3. Seismic Restraint Types a. TYPE I: Same as Type B. Cast or aluminum housings, (except ductile iron) are not acceptable. Mason Ind. TYPE SLR. b. TYPE II: Where required, each corner or side of equipment base shall incorporate a seismic restraint snubber having an all directional resilient pad limit stop. Restraints shall be fabricated of plate, structural members or square metal tubing. Angle bumpers are not acceptable. Mason Ind. Type Z-1225/Z-1011. C. TYPE III: Restraints for suspended systems. (1) Vibration isolated systems braced with multiple 7 x 19 strand galvanized cable rope. Mason Industries Type SCB. (2) Non-isolated systems braced with structural steel strut type with approved fastening devices to equipment and structure. Mason Ind. Type SSB. (3) Steel angles (by contractor) shall be provided to prevent rod bending of hung equipment where indicated by the Seismic Restraint vendor's submittals. Steel angles shall be attached to the rods with a minimum of three ductile iron clamps at each restraint location. Welding of support rods to angles is not acceptable. Rod clamp assemblies shall have Anchorage Pre-approval "R" number from California OSHPD. Mason Ind. Model"SRC". FIRE ALARM 16700 -26 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton,MA 4. Manufacturer's Responsibility a. Manufacturer of vibration and seismic control equipment shall have the following responsibilities: (1) Determine vibration isolation and seismic restraint sizes and locations. (2) Provide equipment vibration isolation and seismic restraints as specified. (3) Guarantee specified isolation system deflections. (4) Provide installation instructions, drawings and field supervision to insure proper installation and performance of systems. (5) Certify correctness of installation upon completion. D. Related Work 1. Housekeeping Pads a. Housekeeping pad attachment shall be by the Project Structural Engineer. Material and labor required for attachment and construction shall be by the Concrete Section Contractor. b. Housekeeping pads shall be coordinated with the Seismic Restraint vendor and sized to provide a minimum edge distance of 10 bolt diameters of clearance all around the outermost anchor bolt to allow for the use of full anchor ratings. 2. Supplementary Support Steel a. Contractor shall supply supplementary support steel and connections for all equipment and piping, as required. 3. Attachments a. Contractor shall provide restraint attachment plates cast into housekeeping pads, concrete inserts, double sided beam clamps, etc. in accordance with the requirements of the Seismic Restraint vendor. TABLE A "G"FORCES FOR VARIOUS CONDITIONS (SEISMIC ZONE 2 - AV>0.1 <0.2) CONDUIT RIGIDLY MOUNTED FLEXIBLY MOUNTED ALL LIFE SAFETY EQUIPMENT EQUIPMENT 25 .40 .40 .60 E. Materials 1. Devices a. All vibration isolation and seismic devices described in this section shall be the product of a single manufacturer. Mason Industries is the base manufacturer of these specifications; products of other manufacturers are acceptable provided FIRE ALARM 2601 00 -25 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton, MA C. Submittal Data Requirements 1. Submittals a. Catalog cuts or data sheets on specific vibration isolators and restraints to be utilized detailing compliance with the specification. Reference "TYPE" as per "MATERIALS"Section of this specification. b. An itemized list of all isolated and non-isolated equipment. Detailed schedules showing isolator and seismic restraints proposed for each piece of equipment, referencing material and seismic calculation drawing numbers. 2. Shop Drawings a. When walls and slabs are used as seismic restraint locations, details of acceptable methods for ducts, conduit and pipe must be included. b. Indicate isolation devices selected with complete dimensional and deflection data before condition is accepted for installation. C. Provide specific details of seismic restraints and anchors; include number, size and locations for each piece of equipment. d. Coordinated or contract drawings shall be marked-up with the specific locations and types of restraints shown for all conduits, bus duct and cable tray. Rod bracing and assigned load at each restraint location shall be clearly delineated. Any and all tributary loads shall be considered for proper restraint sizing. e. For ceiling suspended equipment, provide minimum/maximum installation angle allowed for restraint system as well as braced and unbraced rod lengths at each allowable installation condition. 3. Seismic Certification and Analysis a. Seismic restraint calculations must be provided for all connections of equipment to the structure.All performance of products(such as; strut, cable, anchors, clips, etc.) associated with restraints must be supported with manufacturer's data sheets or certified calculations. b. Seismic restraint calculations must be based on the acceleration criteria shown in Table A acting through the equipment's center of gravity. C. Certification of calculations to support seismic restraint designs must be stamped by a registered professional engineer in Massachusetts. d. Analysis must indicate calculated dead loads, derived loads and materials utilized for connections to equipment and structure. Analysis must detail anchoring methods, bolt diameter, embedding and/or weld length. e. An in force, $500,000.00 coverage limit Seismic Design Errors and Omissions insurance certificate must accompany submittals. Manufacturer's product liability insurance certificates are not acceptable. FIRE ALARM 16700-24 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton,MA a. Battery Chargers b. Battery Racks C. Conduit d. Control Panel(s) 5. Life safety systems defined a. All systems involved with fire protection systems. b. All systems involved with and/or connected to emergency power supply including all generators, transfer switches,transformers, panelboards and all circuits to fire protection, smoke evacuation and/or emergency lighting systems. C. All medical and life support systems. d. Fresh air relief systems on emergency control sequence including conduit, dampers, etc. 6. Positive Attachment a. Positive attachment is defined as a support location with a cast-in or wedge type expansion anchor, a double sided beam clamp, a welded or through bolted connection to the structure. 7. Transverse Bracing a. Restraint(s) applied to limit motion perpendicular or angular to the centerline of the conduit. 8. Longitudinal Bracing a. Restraint(s)applied to limit motion along the centerline of the conduit. B. OEM Equipment Isolation Packages 1. Internal and/or External Systems a. Substitution of internally or externally isolated and restrained equipment in lieu of the isolation and restraints specified in this section is acceptable provided all conditions of this section are met. The equipment manufacturer shall provide a letter of guarantee from their Engineering Department stamped and certified per the section on Seismic Restraints and Analysis stating that the seismic restraints are in full compliance with these specifications. Letters from field offices or representatives are unacceptable. b. All costs for converting to the specified vibration isolation and/or restraints shall be borne by the equipment manufacturer in the event of non compliance with the preceding. C. In the event that the equipment is internally isolated and restrained, the entire unit assembly must be seismically attached to the structure. This attachment and certification thereof shall be by this section. FIRE ALARM 2601 00-23 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton, MA F. Sealants, foams or caulking materials for use with non-combustible items including rigid steel conduit and electrical metallic tubing (EMT) and flexible cable or cable bundles , the following products shall be used: 1. Intumescent Firestop Sealant 2. Fire Foam 3. Flexible Firestop Sealant 4. Elastomeric Firestop Sealant G. Wall opening protective materials for use with U.L. listed metallic and specified nonmetallic outlet boxes, the following product shall be used: 1. Firestop Putty Pad H. Provide a firestop system with a"F" Rating as determined by UL 1479 or ASTM E 814 which is equal to the time rating of construction being penetrated. I. Manufacturer's Instructions: Comply with manufacturer's instructions for installation of through- penetration materials. 1. Seal all holes or voids made by penetrations to ensure an air and water resistant seal. 2. Protect materials from damage on surfaces subjected to traffic. 2.08 VIBRATION ISOLATION AND SEISMIC RESTRAINTS A. General 1. This dual purpose section provides for vibration isolation and seismic control for the "equipment"as listed below. 2. It is the intent of the seismic restraint portion of this specification to provide restraint of non-structural building components. Restraint systems are intended to withstand the stipulated seismic accelerations applied through the component's center of gravity. 3. The work in this section includes the following: a. Vibration isolation elements for equipment. b. Seismic restraints for isolated equipment. C. Seismic restraints for non-isolated equipment. d. Certification of seismic restraint designs and installation supervision. 4. The term EQUIPMENT will be used throughout this specification and it includes ALL non-structural components within the facility and/or serving this facility, such as equipment located in outbuildings or outside of the main structure on grade within five feet of the foundation wall. Equipment buried underground are excluded but entry of services through the foundation walls are included. Equipment referred to below is a partial list of equipment for reference. (Equipment not listed is still included in this specification) FIRE ALARM 16700 -22 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton,MA elevator, and fire alarm system. All keys shall have 1 %4' engraved yellow plastic key tags. W. As-Built Drawing Cabinet 1. Provide a complete set of as-built drawings housed in a red cabinet clearly marked "As-Built Drawings". The cabinet shall be installed in a location per the Authority Having Jurisdiction. X. Electronic LED Graphic Display Annunciator: ANN 1. The ANN shall display an illustrated graphic representation of the building. 2. The ANN shall display all initiating device locations. When an intiating device is activated, the LED shall light up on the ANN. 3. The ANN shall be clearly marked "Fire Alarm Annunciator Panel" with 1" engraved white letters on a red background. Zone descriptions shall be of the same design with the text being approximately%" in size. 4. The ANN is required to be located next to the Fire Alarm Control Panel in the east entry vestibule. This graphic annunciator panel shall be properly labeled with engraved labels consisting of 1"white letters on a red background "Fire Alarm Annunciator Panel". The following guidelines shall apply to the construction of graphic representation and graphic panel: a. The building name and address along with the wording"Fire Alarm b. Graphic Annunciator" must be at the top. C. All structural outlines are to be in black. d. All fire alarm zones and devices are to be indicated in red. e. The means of egress(common areas leading to an exit)are to be shaded in light blue. f. The graphic map must be framed(for consistency, a red frame is preferred)and permanently mounted on the wall at eye level. 2.07 FIRE STOPPING A. Firestop System installation must meet requirements of ASTM E 814 or UL 1479 tested assemblies that provide a fire rating equal to that of construction being penetrated. B. Proposed firestop materials and methods shall conform to applicable governing codes having local jurisdiction. C. Submit Product Data: Manufacturer's specifications and technical data for each material including the composition and limitations, documentation of UL firestop systems to be used and manufacturer's installation instructions. D. Engage an experienced Installer who is certified, licensed, or otherwise qualified by the firestopping manufacturer as having been provided the necessary training to install manufacturer's products per specified requirements. E. Cast-in place firestop devices are installed prior to concrete placement for use with non- combustible and combustible plastic pipe (closed and open systems), conduit, or Fire Alarm cable bundles penetrating concrete floors. FIRE ALARM 2601 00-21 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton, MA R. Visual Only Unit 1. The device shall provide field selectable candela output of 15, 75 and 110 candela. The strobe shall be listed to UL 1971. The strobe shall meet or exceed the requirements of the Americans with Disabilities Act(ADA)and shall be of such rating as shown on the drawings. The device shall be rated at 24 VDC and shall have a flash rate of 1 HZ. 2. All strobes shall be synchronized. 3. Provide strobe only units as required and shown on the plans S. Exterior Beacon 1. Each weatherproof exterior strobe light shall be listed with Underwriter's Laboratories and accepted by the local Authority Having Jurisdiction. Each exterior strobe shall also be of weather-resistant rain tight construction. 2. The strobe shall have a minimum rated light output of 100 candela (900,000 foot candles). The strobe light shall be mounted a minimum of 2'-0" and maximum of 8'-0" above the knox box key repository. 3. Provide weatherproof backbox as required. T. Magnetic Door Holders 1. Furnish and install magnetic door holders as shown on the plans and on the Door Schedule and Door Hardware specification located in the Architectural Documents. 2. The housing and contact plates shall be brushed zinc finish. Units shall have a holding force of approximately 35 pounds. 3. Operating voltage shall be 120 VAC. U. Municipal Reporting 1. Provide a DACT for alarm, trouble and supervisory reporting to Northampton Fire Department. The Northampton Public Safety Monitoring Division will furnish the dialer. The Fire Alarm Contractor shall be responsible for programming the dialer. 2. The DACT panel shall be clearly marked"Fire Alarm Digital Communicator"with 1"engraved white letters on a red background.Zone descriptions shall be of the same design with the text being approximately '/2" in size. V. Knox Box 1. Provide a hazardous materials Knox Box (model 1308) where shown and approved in accordance with the Authority Having Jurisdiction. 2. The knox box shall be mounted 4'-6" above finished grade. 3. The hazardous materials knox box shall contain building plans, MSDS sheets, laminated emergency contact phone number list and key tags for the following: doors, FIRE ALARM 16700-20 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No.2883 Northampton,MA N. Intelligent and Addressable Photoelectric Smoke Detectors 1. The Intelligent Photoelectric Detectors shall connect with two wires to one of the Fire Alarm Control Panel Signaling Line Circuit Loops. The detectors shall use the photoelectric principal to measure smoke density and shall, on command from the control panel, send data to the panel representing the analog level of smoke density. 2. The detectors shall be ceiling-mount and shall include a twist-lock base. The detectors shall provide a test means whereby they will simulate an alarm condition and report that condition to the control panel. The detectors shall provide address-setting means on the detector head using rotary decimal switches. 3. The detector sensitivity shall be set through the Fire Alarm Control Panel, and shall be adjustable in the field through the field programming of the system. There shall be 9 levels of alarm sensitivity and 9 levels of pre-alarm sensitivity to choose from. 4. Provide photoelectric smoke detectors as required and shown on the plans. O. Intelligent Addressable Duct Smoke Detector 1. The Intelligent Addressable Photoelectric Duct Detectors shall be connected with two wires to one of the Fire Alarm Control Panel Signaling Line Circuits. 2. When sufficient smoke is sensed, an alarm signal is initiated at the fire alarm control panel and appropriate action is taken to shut off fans and blowers and change over air handling systems, throughout the areas served by the duct system. 3. Remote Test Station with key switch shall be provided as shown on the plans. 4. Provide duct smoke detectors as required and shown on the plans. Coordinate exact quantities and locations of duct smoke detectors with the HVAC contractor. P. Intelligent Heat Detectors 1. The Intelligent Heat Detectors shall connect with two wires to one of the Fire Alarm Control Panel Signaling Line circuits. 2. The detectors shall use an electronic sensor to measure thermal condition caused by a fire and shall, on command from the control panel, send data to the panel representing the analog level of such thermal measurements. The heat detector shall provide a Fixed 135°F detection as indicated on the drawings. 3. The detectors shall be ceiling-mount and shall include a twist-lock base. Q. Audio-Visual Alarm Indicating Appliances 1. The device shall provide field selectable candela output of 15, 75 and 110 candela. Horn/strobes shall be listed to UL 464 and UL 1971. 2. All strobes shall be synchronized. FIRE ALARM 2601 00 - 19 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton, MA 3. Provide monitor modules as required and shown on the plans. K. Control/Relay Module 1. Control Modules shall provide the system with a dry-contact output for activating a variety of auxiliary devices, such as fans, dampers, control equipment, door holders, electric door locks, etc. Addressability allows the dry contact to be activated, either manually or through panel programming. 2. The Control Module shall provide address-setting means using rotary decimal switches. An LED shall be provided which shall flash under normal conditions, indicating that the Control Module is operational and is in regular communication with the Control Panel. 3. Provide control modules as required and shown on the plans. L. Isolator Module 1. Isolator Modules shall be provided to automatically isolate wire-to-wire short circuits on an SLC loop. The Isolator Module shall limit the number of modules or detectors that may be rendered inoperative by a short circuit fault on the SLC Loop. If a wire-to-wire short occurs, the Isolator Module shall automatically open-circuit (disconnect) the SLC loop. When the short circuit condition is corrected, the Isolator Module shall automatically re-connect the isolated section of the SLC loop. The Isolator Module shall not require any address setting, and its operations shall be totally automatic. It shall not be necessary to replace or reset an Isolator Module after its normal operation. It shall provide a single LED, which shall flash, to indicate that the Isolator is operational and shall illuminate steadily to indicate that a short circuit condition has been detected and isolated. 2. Provide isolator modules as required and per specifications. M. Addressable Manual Stations 1. Dual Action Manual Fire Alarm Stations shall be non-crush tube type with a key operated test-reset lock, and shall be designed so that after actual Emergency Operation, they cannot be restored to normal use except by the use of a key. All operated stations shall have a positive, visual indication of operation and shall clearly show the word"ACTIVATED" upon activation. 2. Manual Stations shall be UL 38 Listed, red finish, constructed of LEXAN with clearly visible operating instructions provided on the cover. Stations shall be suitable for surface mounting on matching backbox, or semi-flush mounting on a standard single gang box, and shall be installed within the limits defined by the American with Disabilities Act (ADA). The station shall provide a key reset. The key shall be the same as used for the fire control panel. 3. Provide manual pull stations as required and shown on the plans. FIRE ALARM 16700 - 18 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton,MA (LEDs) that will indicate the status of the following system parameters: POWER, FIRE ALARM, PRE-ALARM, SECURITY, SUPERVISORY, SYSTEM TROUBLE, SIGNALS SILENCED and POINT DISABLED. (4) The Display shall provide a full QWERTY key touch pad with control capability to command all system functions, entry of any alphabetic or numeric information, and field programming. Two different password levels shall be provided to prevent unauthorized system control or programming. (5) The Display shall include the following operator functions: SIGNAL SILENCE, RESET, DRILL,ACKNOWLEDGE and LAMP TEST. f. System Circuit Supervision (1) The FACP shall supervise all circuits to intelligent devices, remote panels, annunciators and peripheral equipment and annunciate loss of communications with these devices. The CPU shall continuously scan above devices for proper system operation and upon loss of response from a device shall sound an audible trouble, indicate which device or devices are not responding and print the information in the history buffer and on the printer. (2) Sprinkler system valves, control valves, and main gate valve shall be supervised for off-normal position. H. Notification Power Expander Panel: 1. The NPE shall offer up to 6.0 amps or 8.0 amps of regulated 24-volt DC power. It shall include an integral charger designed to charge 18.0 amp hour batteries and to support 24-hour standby with 5 minutes of alarm output. Provide 20% increased capacity for safety and battery degradation. The standby batteries shall be gelled-electrolyte type, maintenance free. 2. The NPE shall have two input triggers. The input trigger shall be a Notification Appliance Circuit(from the fire alarm control panel)or a relay. 3. It shall provide four Class A Notification Appliance Circuits. I. Field Wiring Terminal Blocks 1. For ease of service, all wiring terminal blocks shall be the plug-in/removable type and be capable of terminating up to 12 AWG wire. Fixed terminal blocks are not acceptable. J. Monitor Module 1. Monitor modules shall be provided to connect any N.O. dry contact device, including 4- wire smoke detectors, manual pull stations, waterflow devices and supervisory devices), to one of the Fire Alarm Control Panel Signaling Line Circuit(SLC) Loops. 2. The Monitor module shall provide address-setting means using rotary decimal switches. An LED shall be provided which shall flash under normal conditions, indicating that the Monitor module is operational and in regular communication with the control panel. FIRE ALARM 2601 00 - 17 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton, MA C. Visually indicate the device type and location via the LCD display located at the Fire Alarm Control Panel. G. Main Fire Alarm Control Panel: 1. The FACP shall contain a microprocessor based Central Processing Unit (CPU). The CPU shall communicate with and control the following types of equipment used to make up the system: addressable detectors, addressable modules, printer, annunciators, and other system controlled devices. 2. System Capacity and General Operation a. The control panel shall provide minimum 318 intelligent addressable devices and be expandable to 636 intelligent addressable devices per FACP. b. The Fire Alarm Control Panel shall include a full featured operator interface control and annunciation panel that shall include a backlit Liquid Crystal Display, individual, color coded system status LEDs, and an alphanumeric keypad for the Field Programming and Control of the Fire Alarm System. C. All programming or editing of the existing program in the system shall be achieved without special equipment and without interrupting the alarm monitoring functions of the Fire Alarm Control Panel. d. The FACP shall provide the following features: (1) Drift Compensation to extend detector accuracy over life. (2) Sensitivity Test, meeting requirements of NFPA 72. (3) Maintenance Alerts to warn of excessive compensation. (4) System Status Reports to display or printer. (5) Alarm Verification,with verification counters. (6) PAS pre-signal, meeting NFPA 72 requirements. (7) Rapid manual station reporting (less than 2 seconds). (8) Non-Alarm points for general (non-fire)control. (9) Periodic Detector Test,conducted automatically by software. (10) Pre-alarm for advanced fire warning. (11) Temporal coding. (12) Walk Test, with check for two detectors set to same address. (13) Control-By-Time for non-fire operations,with holidays. (14) Day/Night automatic adjustment of detector sensitivity. (15) Device Blink Control for sleeping areas. e. Display (1) The Display shall provide all the controls and indicators used by the system operator and may also be used to program all system operational parameters. (2) The Display shall include status information and custom alphanumeric labels for all Intelligent Detectors, Addressable Modules, and Software zones. (3) The Display shall provide an 80-character backlit alphanumeric Liquid Crystal Display (LCD). It shall also provide 8 Light-Emitting-Diodes FIRE ALARM 16700 - 16 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No.2883 Northampton, MA d. Verified automatic alarm operation of smoke detectors. e. Automatic sprinkler system water flow. f. Automatic preaction sprinkler system operation. 2. The fire alarm signal initiation shall immediately result in the following: a. Initiate the transmission of an alarm to the Northampton Fire Station via digital dialer reporting system as directed by the Authority Having Jurisdiction. b. Sound all audible devices throughout the building with a temporal evacuation signal. C. Flash all visual devices throughout the building in a synchronized fashion. 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 on the LED electronic graphic annunciator located immediately adjacent to the fire alarm control panel in the east entry vestibule. f. Activate outputs to release all electro-magnetically held smoke doors and electro-magnetically locked egress doors throughout the building. g. Activate output relays to shut down effected supply and return air handlers, and initiate smoke exhaust fans as required. h. Activate the outside weatherproof beacon. i. Active the exterior 6"-24VDC electric alarm bell upon sprinkler system waterflow only. 3. The operation of any tamper switch, duct mounted smoke detector, or activation of any other device designated to initiate a system Supervisory condition shall cause the following to occur: a. Flash a Supervisory LED and sound an audible at the Fire Alarm Control Panel. Upon Acknowledgment, the LED shall light steadily and the audible shall silence. Subsequent Supervisory conditions shall re-initiate this sequence. b. Initiate reporting of the event to a 24-hour staffed location. C. Visually indicate the device type and location via the LCD display located at the Fire Alarm Control Panel. 4. In the event of any System Trouble condition such as a device removed, loss of AC Power, wiring fault or any other supervised system trouble condition the following shall occur: a. Flash a System Trouble LED and sound and audible tone at the Fire Alarm Control Panel. Upon Acknowledgment, the LED shall light steadily and the audible shall silence. Subsequent Trouble conditions shall re-initiate this sequence. b. Initiate reporting of the event to a 24-hour staffed location. FIRE ALARM 26 01 00- 15 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton, MA 3. The contractor shall furnish and install a full Microprocessor Based, Fire Alarm System according to the following specifications and as shown on the drawings. The system will permit maximum system expansion and owner flexibility with a minimum of additional field wiring. The system shall be wired, connected, tested, and left in first class operating condition. The system shall be totally solid state, microprocessor based, to ensure reliable operation, low maintenance costs, and long life. 4. The equipment and completed installation shall meet the approval of the Local Fire Department, the Authorities having jurisdiction, and in accordance with applicable sections of the latest edition of NFPA 72 for Auxiliary Fire Alarm Systems, and National Fire Codes. 5. The system shall be supported by standby batteries. In the event of a loss of primary power, the batteries shall support 24 hours of full supervisory operation followed by 5 minutes of alarm. Provide increased capacity of 20%for safety and battery degradation 6. All fire alarm control panels shall be red in color and have a white label with the words FIRE ALARM CONTROL PANEL on the front of the panel with a minimum one (1) inch engraved white letters on a red background. No other functions shall be allowed in the panel (e.g. security system). Zone descriptions shall be of the same design with the text being approximately%' in size. 7. All equipment shall be listed by Underwriters Laboratories. 8. All equipment shall be new and unused. All equipment, materials and accessories covered by these requirements shall be provided by a single manufacture or, if provided by different manufacturers, recognized as compatible by both manufactures. 9. Circuiting Guidelines: Each manual and automatic detection device shall be individually addressed. Circuit wiring shall be as follows: a. Individual addressable monitor modules shall be used for each individual waterflow and tamper switch and for any other indications from related systems. b. Addressable loop wiring (signaling line circuits)shall be wired in a Class A, Style 6 fashion and shall allow for 25%spare capacity. C. Addressable relay modules shall provide auxiliary control functions. d. All audible and visual notification appliance circuits and respective power supplies shall be wired Class A, Style Z fashion and shall allow for 25% spare capacity. Wire the audible circuit separate from the visual circuit to facilitate silencing of the system without deactivating the visual notification appliances. e. Provide isolation modules in each addressable loop to automatically isolate wire- to-wire short circuits. Isolator modules shall be used on the addressable loop every 25 addressable devices and at least one for each floor of the building. F. Sequence of Operation 1. Fire alarm signal initiation shall be by one or more of the following devices: a. Manual stations. b. Heat detectors. C. Smoke detectors. FIRE ALARM 16700- 14 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No.2883 Northampton,MA b. Complete system drawings drawn using AutoCAD 2000 or compatible version, to a scale no less than 1/8"=1'-0"showing all system components by: (1) Locations and addresses of all alarm initiation devices, audio and visual devices, status monitoring devices, and auxiliary control devices. (2) Conduit layout and size (3) Location of end of line devices (4) Point-to-point wiring with number/size/type of conductors (5) Large scale drawings of the FACP and remote panels showing module placement and spare capacity allowances. C. The contractor shall submit complete documentation for the Fire Alarm System showing the Model Number, type, rating, size, style, Manufacturer's Names, and Manufacturer's Catalog Data Sheets for all items to ensure compliance with these specifications. d. Addresses for all field devices shown on floor plans and key lists. Key lists shall include device type, address, location and corresponding LCD message text. The installing contractor shall coordinate message assignments with the owner and local authorities prior to system programming. e. Provide battery size calculations 3. Operation and Maintenance Manuals: Comply with NFPA 72 Appendix A, recommendations for Owner's manual. D. Equipment Manufacturers 1. Provide equipment by one of the following manufacturers: a. Edwards Systems Technology/EST: A GE Security company b. Notifrer:A Honeywell Company C. Siemens/Cerberus Pyrotronics:A Siemens Company d. FCI/Gamewell—A Honeywell Company e. SimplexGrinnell : A Tyco Company E. General Requirements 1. All control panel components and field peripherals shall be designed for continuous duty without degradation of function or performance. All equipment covered by this specification or noted on Installation Drawings shall be the best equipment suited for the application and shall be provided by a single manufacturer or be recognized and U.L. listed as compatible by both manufacturers. 2. The fire alarm equipment shall carry a Manufacturer's 3-year warranty. A letter from the equipment manufacture confirming this warranty shall be provided as part of the submittal package. FIRE ALARM 2601 00- 13 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton, MA 2. All wiring types and sizes shall be as follows or as otherwise required by the equipment manufacturer: a. Addressable loop wiring shall be via#16 AWG(minimum). b. Visual notification appliance circuits shall utilize a minimum#14 AWG 3. Fire Alarm control systems and equipment shall be connected to separate dedicated branch circuits, sized as required for proper service. Circuits shall be labeled "FIRE ALARM". 2.06 FIRE ALARM SYSTEM A. Scope: 1. Provide complete addressable fire detection, alarm and control system with horn/strobe occupant notification in compliance with the Contract Documents. The system shall interface to other building systems to conduct monitoring and control functions as described herein. 2. Each initiating device shall have full analog sensing capabilities; will identify the exact type and location of every device, and shall operate as described elsewhere in these Specifications. The Contractor shall furnish and install an addressable fire alarm system as indicated on the drawings and as herein described. B. The system and all components shall be listed by Underwriters Laboratories, Inc.for use in Fire Protective Signaling Systems under the following standards as applicable: 1. UL864 Control Units for Fire Protective Signaling Systems. 2. UL268 Smoke Detectors for Fire Protective Signaling Systems. 3. UL 268A Smoke Detectors for Duct Applications. 4. UL 217 Smoke Detectors, Single and Multiple Station. 5. UL 521 Heat Detectors for Fire Protective Signaling Systems. 6. UL 228 Door Closers-Holders for Fire Protective Signaling Systems. 7. UL 464 Audible Signaling Appliances. 8. UL 1638 Visual Signaling Appliances. 9. UL 38 Manually Actuated Signaling Boxes. 10. UL 1481 Power supplies for Fire Protective Signaling Systems. C. Submittals 1. Shop Drawings shall be prepared by persons with the following minimum qualifications: a. Trained and certified by manufacturer in the fire alarm system design. b. Fire alarm certified by NICET, minimum level III. 2. System Shop Drawings are required to be submitted for approval, containing the following information: a. System Operation Description: Detailed description for this project, including method of operation and supervision of each type of circuit and sequence of operations for manually and automatically initiated system inputs and outputs. Manufacturer's standard descriptions for generic systems are not acceptable. FIRE ALARM 16700 - 12 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton,MA 2.05 WIRE AND CABLE A. All wire and cable shall have copper conductors. Copper wires shall be soft drawn, annealed, 98 percent conductivity, and insulated for 600 volts and shall be color-coded as specified below: 120/208 Volts Phase Black A Red B Blue C White Neutral Green Ground B. Wire sizes #14 through #6 AWG shall be type THHN-THWN. Conductors installed in conduit lines below grade shall be type USE. C. Fire-protective signaling wiring shall be in accordance with the Electrical Code, Article 760, Fire Prevention Systems for Building Fire Alarm Systems, and as indicated on the Drawings. All wires for the local fire alarm system shall be color-coded and sized as recommended by the manufacturer of the fire alarm system, and shall be installed as recommended in drawings. The combined cross-sectional area of all conductors or cables installed in conduit shall not exceed the percentage of fill specified in Table 1, Chapter 9 of the Electrical Code. D. Minimum wire size shall be no. 12 AWG for power and no. 14 AWG for control wiring. 120-volt branch circuits of more than 100 feet from center of load to panel shall be no. 10 AWG. E. All circuit phases shall be color coded at terminations, splices, and pull boxes with UL-listed electrical plastic vinyl tape such as 3M Scotch Brand No. 35 color-coding tape. F. Wire connectors for copper wire 600 volts and lower (105°C rated and below), sizes #18 through #6 AWG, solid or stranded, shall be screw-on type pressure connectors (of the "SCOTCHLOK" type) incorporating a non-restricted, zinc coated spring, insulated with a vinyl jacket having a flexible skirt. Connectors for larger size wires shall be as manufactured by Thomas&Betts Co. or approved equal. Connectors shall be UL-listed for use at 600 volts. G. Wire connectors for copper wire 600 volts and below used in manholes and hand-holes shall be of the waterproof type and shall be made with 3M Scotch kit waterproof direct burial splice connectors. H. Flexible metal clad (MC) 90°C rated cable with galvanized steel armor (aluminum armor unacceptable) shall have the required number of phase conductors, neutral and full size insulated (green) ground conductor. Conductors shall be#12 AWG. minimum, type THHN as manufactured by AFC in New Bedford, MA or approved equal. I. Armored (AC) 90°C rated cable with galvanized steel armor (aluminum armor unacceptable) shall have the required number of phase conductors, neutral and full size insulated (green) ground conductor. Conductors shall be copper #12 AWG. minimum, type THHN as manufactured by AFC in New Bedford, MA or approved equal. J. All cables in air plenum spaces that are not installed within protective conduit system shall be of type approved for air plenum installation. This shall include signal and communication cables. 1. Provide complete wiring and conduit between all equipment. All devices shall be mounted upon and terminations made in terminal cabinets. Wiring splices and transposing or changing of colors will not be permitted. FIRE ALARM 2601 00 - 11 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton, MA 6. Outlet boxes for normally wet locations and surface or pendent mounted in all locations, shall be of the proper cast metal type and shall be manufactured by Crouse-Hinds, Appleton, Red Dot, Russell and Stoll, or approved equal. C. Pull and junction boxes shall, in general, be as follows: 1. Pull and junction boxes shall be constructed of code gauge galvanized sheet metal, of not less than minimum size required by the Electrical Code or other applicable Specification "Standards" and shall be furnished with screw fastened covers. Boxes exceeding 48 inches in any direction shall be properly reinforced with angle iron stiffeners. 2. Pull and junction boxes to be installed in normally wet location areas shall be of the cast type with threaded hub and gasketed cover plate. The cast pull and junction boxes shall be manufactured by Crouse-Hinds, Appleton, Russell and Stoll, or approved equal. D. Fittings shall, in general, be as follows: 1. Adequate expansion fittings shall be used where crossing building expansion joints. Expansion fitting shall have grounding jumpers, and shall be manufactured by O.Z., Inc. or approved equal. 2. Sleeves and openings through fire-rated floors and walls in which cable or conduit pass shall be sealed by UL Classified fire-stop fittings with elastomeric rings to seal off cold smoke and toxic fumes. Fittings shall have heat-activated intumescent material which expands to fill the voids left by destroyed cable insulation. Fire-stop devices shall be O.Z./Gedney Fire-Seal fittings, with UL-classified hourly fire ratings equal to the fire rating of the floor or wall through which the cables or conduit pass. Mineral wool or oakum stuffed in the penetration shall not be employed. E. All fire alarm outlet boxes,junction boxes and pull boxes shall be painted RED. 2.04 WIREWAYS A. Wireways shall be of sheet steel with hinged spring latched covers, galvanized or painted to protect against corrosion conforming to industry standards and specifications. All necessary bends, couplings, connectors, etc., shall be provided. B. Wireway shall be suitable for lay in conductors with connector covers permanently attached so that removal is not necessary to utilize lay in feature. C. Interior parts shall be smooth and free of sharp edges and burrs. D. Wireways shall be as manufactured by Square D Co. or approved equal. FIRE ALARM 16700 - 10 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No.2883 Northampton,MA 1.22 CONSTRUCTION WASTE MANAGEMENT A. Comply with the requirements of Section 01570, Construction Waster Management, for removal and disposal of construction debris and waste. PART2-PRODUCTS 2.01 GENERAL A. All products used on this project shall be new and conform, unless otherwise specifically noted, to applicable standards as listed in CODES, STANDARDS AND REFERENCES in Part 1 and be approved for the service and application. 2.02 CONDUIT AND RACEWAYS A. Galvanized rigid steel conduit shall be zinc-coated steel conforming to industry standards and specifications and shall be as manufactured by Allied Tube & Conduit Corp., Republic Steel Corp.,Wheatland Tube Co., or approved equal. B. Intermediate Metal Conduit shall be zinc-coated steel conforming to industry standards and specifications and shall be as manufactured by Allied Tube & Conduit Corp., Triangle/PWC, Inc., or approved equal. C. Electrical Metallic Tubing shall be zinc-coated steel conforming to industry standards and specifications and shall be as manufactured by Allied Tube & Conduit Corp., Republic Steel Corp., Triangle/PWC, Inc., and Wheatland Tube Co. D. Flexible conduit shall be galvanized, spiral wrapped metallic conduit (Greenfield) or liquid-tight flexible metal conduit as herein specified for specific equipment. 2.03 OUTLET, PULL AND JUNCTION BOXES,AND FITTINGS A. Furnish and install as a part of the raceway system all outlet, pull and junction boxes required for the proper installation of all components of the Fire Alarm System. B. Outlet boxes shall, in general, be as follows: 1. Exposed, surface and pendant mounted outlet boxes or outlet boxes installed in normally wet locations shall be of the cast metal type with threaded hubs. 2. Recessed outlet boxes for dry locations shall be of the pressed sheet steel, zinc coated, cadmium plated type. 3. Outlet boxes shall not be less than 1-1/2 inch deep unless shallower boxes are required by structural conditions and are especially approved by the Architect. 4. Ceiling and bracket outlet boxes shall not be less than 4 inch octagonal except that smaller boxes may be used where required by the particular fixture to be installed. Flush or recessed fixtures shall be provided with separate outlet boxes where required by the fixture terminal temperature requirements. 5. Outlet boxes for general use, flush mounted in concrete work and walls in normally dry locations, shall be manufactured by Steel City, Appleton, Raco or approved equal. FIRE ALARM 260100-9 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton, MA instructions were given and the dates of the instruction period shall be submitted to the Architect at the completion of the project. B. In addition, prepare three (3) sets of manufacturer's catalogs, other similar data including the necessary photographic equipment cuts, wiring diagrams covering all mechanical equipment and devices furnished and installed under this Section. These manuals shall provide complete instructions for the proper operation and use of the equipment together with instructions for lubrication and periodic maintenance and for trouble shooting. Operating instructions shall be specific for each system and shall include copies of posted specific instructions. This manual shall contain only that information which specifically applies to this project, and all unrelated material shall be deleted. During the instruction period this manual shall be used and explained. The material shall be bound in notebook form and indexed. C. Provide name, address and telephone number of the manufacturer's representative and service company for each piece of equipment so that the source of replacement parts and service for each item of equipment can be readily obtained. D. Training: 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 on the operation and routine maintenance of the system. 1.20 IDENTIFICATION A. All equipment shall be properly identified by means of clear and concise nameplates, tags, signs or directories. B. Provide tags identifying each cable, wire or group of wire comprising a circuit in all control panels, annunciators, pull boxes, troughs and terminal boxes through which such wires run and at equipment at which they terminate. Tags shall be flameproof linen fiber or pressure sensitive types. The circuit of feeder designation shall be as approved by the Architect. C. Provide tags indicating address and loop number of each detector, module etc. on the device. D. Provide three (3) ply black bake-lite nameplates with 1/4 inch high engraved white letters on the following equipment. Wording of the nameplates shall be in conformance with the respective schedules and notes on the Drawings. 1. Fire Alarm Control Panel(s), Notification Power Extender Panels and Fire Alarm Terminal Cabinets: Nameplates shall be provided on the exterior of each panel and terminal cabinet door identifying same. Nameplates shall read as indicated on the Drawings and shall be mounted on the exterior of the panel and terminal cabinet doors 1/3 of the way down from the top of same. 2. Nameplates shall be provided for each remote operating station, disconnect switch, starter, and pilot light and control device identifying the units controlled or protected. 1.21 VIBRATION ISOLATION AND SEISMIC RESTRAINTS A. Installation of mechanical and electrical equipment, accessories and components shall be in accordance with the seismic requirements identified in the Massachusetts State Building Code, Seventh Edition (7th Edition). Refer to Part 2 of the Specifications for further information. FIRE ALARM 16700 - 8 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No.2883 Northampton,MA 1.16 SUBSTANTIAL COMPLETION A. When Subcontractor considers Work under this Section (or designated portion of Work) is substantially complete, submit written notice through the General Contractor with a list of items remaining to be completed or corrected. B. Should Architect and/or his Engineer observe and find work is not substantially complete, he will promptly notify Subcontractor through the General Contractor in writing, listing observed deficiencies. C. Subcontractor shall remedy deficiencies and send a second written notice of substantial completion. D. When Architect and/or his Engineer finds work is substantially complete he will prepare a Certificate of Substantial Completion in accordance with provisions of General Conditions. 1.17 FINAL COMPLETION A. When Subcontractor considers Work under this Section is complete, submit through the General Contractor written certification that: 1. Contract documents have been reviewed. 2. Work has been inspected for compliance with Contract Documents. 3. Work has been completed in accordance with Contract Documents and deficiencies listed with Certificate of Substantial Completion have been corrected. 4. Equipment and systems have been tested, adjusted and balanced and are fully operational. 5. Work is complete and ready for final Engineer/Architect review. B. Should Architect and/or his Engineer observe and find work incomplete, he will promptly suspend his review and notify Subcontractor in writing through the General Contractor. C. Subcontractor shall complete his work, remedy deficiencies and send a second certification of final completion. D. Architect and/or his Engineer shall, upon receipt of a second certification of completion, make a second review and shall notify the Subcontractor in writing through the General Contractor listing observed deficiencies. E. When Architect and/or his Engineer finds work complete, he will consider close out submittals. 1.18 REOBSERVATION A. Should status of completion of Work require additional services by Architect and/or his Engineer, due to failure of Work to conform with Subcontractor's claims on initial Architect and/or Engineer's review for Substantial Completion, or for Final Completion, Owner will deduct the amount of Architect and/or his Engineer's compensation for additional services from final payment to Subcontractor. 1.19 OPERATING INSTRUCTIONS AND MAINTENANCE MANUALS A. Give detailed instructions, prior to the completion of the work, to the responsible personnel designated by the Architect in the operation and maintenance of all work installed under this Section. A letter with two(2) copies containing the name of the person or persons to whom the FIRE ALARM 2601 00 -7 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton, MA I. LEED Certification Documentation: Submit documentation from the manufacturer highlighting LEED requirements for materials and products of this Section. Comply with requirements of Section 01315, LEED submittals. 1.12 MATERIAL AND EQUIPMENT STANDARDS A. Where materials or equipment are specified by patent proprietary name, or name of the manufacturer, such specification shall be deemed to be used for the purpose of establishing a standard for that particular item. No equipment or material shall be used unless previously approved by the Architect. B. Substitutions may be offered for review provided the material, equipment or process offered for consideration is equal in every respect to that indicated or specified and only if the term "approved equal' appears. The request for each substitution must be accompanied by complete specifications together with drawings or samples to properly appraise the materials, equipment or process. C. If a substitution of materials or equipment in whole or in part is made, the Contractor shall bear the cost of any changes necessitated by any other trade as a result of said substitution. 1.13 GUARANTEE A. Manufacturers shall provide their standard warranties for material and equipment furnished under this Section. Such warranties shall be in addition to and not in lieu of all liabilities which the manufacturer and Contractor may have by law or by provisions of the Contract Documents. B. All materials, equipment and work furnished under this Section shall be guaranteed against all defects in materials and workmanship for a period of one(1)year commencing with the date of Substantial Completion. Any failure due to defective material, equipment or workmanship which may develop, shall be corrected at no expense to the Owner including all damage to areas, materials and other systems resulting from such failures. C. Upon receipt of notice from the Owner of failure of any part of the systems during the guarantee period, the affected parts shall be replaced.Any equipment requiring excessive service shall be considered defective and shall be replaced. 1.14 CONTINUITY OF SERVICE AND SCHEDULING OF WORK A. Continuity of all services shall be maintained in all areas, which will be occupied during the construction period. If an interruption of service becomes necessary, such shall be made only upon consent of the Owner and at a time outside normal working hours as he shall designate. B. Refer to the overall scheduling of the work of the project. Schedule work to conform to this schedule and install work to not delay nor interfere with the progress of the project. 1.15 CERTIFICATES OF APPROVAL A. Upon completion of all work, furnish, in duplicate, certificates of inspections from the manufacturers stating that authorized factory engineers have inspected and tested the operation of their respective equipment and found same to be in satisfactory operating condition. FIRE ALARM 16700 -6 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton,MA 1.10 PROTECTION OF WORK AND PROPERTY A. Be responsible for the care and protection of all work included under this Section until it has been tested and accepted. B. Protect all equipment and materials from damage from all causes including theft. All materials and equipment damaged or stolen shall be repaired or replaced with equal material or equipment. C. Protect all equipment, outlets and openings with temporary plugs, caps and covers. Protect work and materials of other trades from damage that might be caused by work or workmen and make good damage thus caused. 1.11 SUBMITTAL REQUIREMENTS A. Submit for approval, within thirty(30)days after signing the Contract and prior to the submission of any shop drawings, an itemized list of manufacturers of material and equipment and of Subcontractors proposed to be used under this Section. B. After approval of the list, submit for review a minimum of eight (8) sets of detailed shop drawings. All shop drawings for equipment submitted for review shall include complete Specifications, including type of materials, electrical characteristics, capacities, performance and power requirements to determine compliance with Contract Documents. All data submitted including wiring diagram shall be complete for all equipment and shall apply only to this specific project. All extraneous material shall be deleted. C. Regardless of any information included in the shop drawing submitted for review, the requirements of the Drawings and Specifications shall not be superseded in any way by the shop drawing review. D. Each submittal shall be reviewed, stamped and certified prior to submission to the Architect. Such certification shall be made by a Corporate Officer of the Contractor, or by a person duly authorized to sign binding agreements for the Contractor. The certification shall state that the data and details contained on each shop drawing, layout drawing, catalog data and brochure has been reviewed by the Contractor and that it complies with the Contract Documents in all respects. Shop drawings, layout drawings, catalog data and brochures will not be reviewed and will be returned to the Contractor unchecked unless they are certified. E. It is intended that shop drawing data be complete and accurate at the first submission. If the shop drawing is returned marked "Resubmit" only one (1) additional submission will be permitted. F. A minimum period of two (2) weeks, exclusive of transmittal time, will be required in the Engineer's office each time shop drawings, layout drawings, and catalog data and brochures are submitted or resubmitted for review. This time period shall be considered when scheduling the work. G. The shop drawings and manufacturer's data shall be submitted in a timely manner sufficiently in advance to give ample time for checking, correcting, resubmitting and rechecking if necessary. No claim for delay will be granted for failure to comply with this requirement. H. Equipment shall be of proper size for its allotted space. Equipment shall be disassembled as required, without invalidating the manufacturer's warranty, so that it can be installed through regular window, door, and/or louver openings. FIRE ALARM 2601 00 - 5 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton, MA D. The cost of preparing and reproducing these Drawings will be included as part of this Contract. The HVAC Subcontractor shall prepare the initial Drawings and circulate the Drawings to the other trades (Plumbing, Fire Protection, Electrical and Fire Alarm) so they can indicate their work. E. Coordination Drawings shall not be construed as replacing any Shop Drawings. 1.08 RECORD DRAWINGS A. Purchase and maintain at the job site a complete and separate black line set of prints of the approved Working Drawings on which accurately indicate daily progress by coloring materials and apparatus as installed. Schedules shall be modified to reflect data consistent with that of the installed equipment. Clearly show all changes to the work as a result of change orders, instructions issued by the Architect or conditions encountered in the field. Accurately indicate the location, size, type and elevation of new utilities and their relationship to existing utilities. B. The marked-up and colored-in prints will be used as a guide for determining the progress of the work installed. They shall be inspected weekly and shall be corrected immediately if found inaccurate or incomplete. Requisitions for payment will not be approved until the Drawings are accurate and up-to-date. C. At the completion of the work, submit one (1) set of marked-up prints for review and comment. After review and comment, these marked-up prints shall be used in the preparation of the Record Drawings. The Record Drawings shall consist of these prints (corrected) previously indicated, as well as two (2) CAD disks of the Final Coordination Drawings, corrected on the basis of the Architect/Engineer's final comments. D. Obtain and pay for one (1) set of reproducible prints and/or CAD disks (AutoCAD 2000 or compatible system) applicable to this Section. Make all modifications to these reproducibles as shown on the marked up prints. Remove all superseded data to show the completed installation. E. The Record Drawings may be made from the originals of the Contract Drawings. Arrange with the Architect to have these reproducibles made from the originals. F. Deliver the completed reproducible Record Drawings and/or CAD disks properly titled and dated to the Architect. These Record Drawings shall become the property of the Owner. 1.09 PERMITS, FEES, RULES AND REGULATIONS A. Give the proper Authorities all requisite notices, detailed shop drawings bearing the stamp of the Fire Alarm Contractor's Registered Engineer, riser diagrams, and any other information relating to the work under this Section that is required by the Authorities to obtain a permit. Obtain and pay for all fees, licenses, permits and certificates. Comply with the rules and regulations of all Local, State and Federal Authorities having jurisdiction, the rules and regulations of the National Board of Fire Underwriters and the Public Utilities Companies serving the building. B. The Fire Alarm Contract Drawings can be made available to the Fire Alarm contractor by the Engineer to assist the Contractor with the permitting process. A nominal fee of$250 per sheet up to a maximum fee of $2500 will be charged to the Fire Alarm contractor for the Drawings. The cost shall be paid solely by the Fire Alarm contractor, and shall be included as part of this contract. This expense shall not be billed to the Owner. FIRE ALARM 16700-4 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton,MA 1.05 OBTAINING INFORMATION A. Obtain from the manufacturer the proper method of installation and connection of the equipment that is to be furnished and installed. Obtain all information that is necessary to facilitate the work and to complete the project. 1.06 COOPERATION AND COORDINATION WITH OTHER TRADES A. The Contract Drawings are diagrammatic only intending to indicate general routing and location of piping, conduit and equipment. The Drawings are not intended to show every offset and accessory required, nor every structural difficulty that may be encountered. B. To carry out the intent and purpose of the Drawings, all necessary parts to make complete, approved working systems ready for use shall be furnished without extra charge. C. Where requirements of the plans and/or specifications are in conflict, the most stringent requirement will be included in the Contract. Prior to ordering and/or installing any portion of the work, which appears to be in conflict, the work shall be brought to the Architect/Engineer's attention for direction as to what is provided. D. Final location of system components, accessories and control devices, etc. shall be coordinated with the Architectural Plans. Additional offsets, fittings, etc., shall be provided as needed to meet this requirement at no extra cost to the Owner. E. If discrepancies exist in the scope of work as to what trade provides items (i.e., duct smoke detectors), they shall be reported to the Architect/Engineer prior to signing the Contract. If the discrepancies are not reported, the Fire Alarm Subcontractor shall furnish such items as needed for a complete and operable system. F. All work shall be installed in cooperation with other trades. G. Keep fully informed as to the shape, size and position of all openings required for all apparatus and give information in advance to building openings into the work. Furnish and set in place all sleeves, pockets, supports and incidentals. H. Routing and locations of pipes, conduit and equipment shall be adjusted to accommodate the work with interferences anticipated and encountered. The Fire alarm Subcontractor shall determine the exact routing and location of his/her systems prior to fabrication and/or installation of any system component. 1.07 COORDINATION DRAWINGS A. Prior to the purchasing and fabrication of materials, each Subcontractor shall prepare Coordination Drawings for all floors/areas showing the size and location of his/her equipment and lines. B. The Coordination Drawings shall be produced on AutoCAD 2000 or compatible system. A disc and one (1) set of reproducible sepias (all-trade composite) shall be provided to the Architect/Engineer for review. C. Coordination Drawings shall be 3/8 inch = 1'-0" scale. Prepare and submit for review, at that scale or larger, plans and sections of Electrical Rooms. FIRE ALARM 2601 00 -3 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton, MA 1.03 RELATED WORK IN OTHER SECTIONS A. The following work is not included as work in this Section and is to be performed under other Sections: 1. Cutting and Patching. 2. Temporary Water, Heat and Fire Protection. 3. Temporary Light and Power. 4. Excavation and Backfill. 5. Foundations and Trenching. 6. Concrete Bases for Equipment. 7. Flashing and Caulking. 8. Painting. 9. Plumbing. 10. Heating,Ventilating and Air Conditioning. 11. Electrical. 12. All automatic temperature control system components, wiring and interlock wiring associated with the heating, ventilating and air conditioning system will be furnished, mounted,wired and connected by the HVAC Contractor. 13. Mounting of electrical equipment having mechanical connections. Refer to work involving mechanical trades. 14. Installation, wiring and connecting of automatic temperature controls unless otherwise noted or specified. 1.04 CODES, STANDARDS AND REFERENCES A. All materials and workmanship shall comply with the latest editions of all-applicable Codes, Local and State Ordinances, Industry Standards and Regulations. B. The Fire Alarm Subcontractor shall notify the Architect/Engineer of any discrepancies between the Contract Documents and applicable Codes, Standards, etc. C. In the event of a conflict,the most stringent requirements shall apply. D. The following Codes, Standards and References shall be utilized as applicable: 1. Massachusetts State Building Code, CMR 780 7th Edition 2. National Electric Code (NEC), as amended by CMR 527, CH. 12 3. All requirements of local Authority Having Jurisdiction 4. National Fire Alarm Code NFPA 72, 2007 Edition. 5. Massachusetts Architectural Access Board, CMR 521 6. Massachusetts Fire Prevention Regulations, CMR 527 7. Massachusetts Elevator Regulations, CMR 524 8. American National Standards Institute(ANSI). 9. American Society of Testing Materials(ASTM). 10. Commercial Standards, U.S. Department of Commerce(CS). 11. Factory Mutual(FM). 12. Industrial Risk Insurers(IRI). 13. National Electrical Manufacturers Association(NEMA). 14. Underwriters' Laboratories, Inc. (UL). 15. U.S. Department of Health and Human Services, Guidelines for Construction and Equipment for Hospital and Medical Facilities. FIRE ALARM 16700-2 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No.2883 Northampton,MA SECTION 26 01 00 FIRE ALARM SYSTEM PART 1 -GENERAL 1.01 GENERAL REQUIREMENTS A. Include GENERAL CONDITIONS, SUPPLEMENTARY GENERAL CONDITIONS and Division 1, General Requirements, as they apply to work specified in this Section. B. Examine all other Sections of the Specifications for requirements, which effect work of this Section whether or not,such work is specifically mentioned in this Section. C. Coordinate work with that of all other trades effecting or effected by work of this Section. Cooperate with such trades to assure the steady progress of all work under the Contract. D. The Owner will be submitting this building for certification under the U.S. Green Building Council's LEED program. To that end, all systems and equipment must be installed and operate to comply with the requirements of ASHRAE 90.1-2007 or the local energy code, whichever is more stringent. In addition, several systems and pieces of equipment are specified to comply with the requirements of the LEED program. An outside commissioning authority will commission the building at the completion of construction. Refer to separate commissioning authority scope of work and specifications for systems affected and Fire Alarm contractor interface required. 1.02 WORK INCLUDED A. The work under this Section shall include the furnishing of all material, labor, equipment and supplies and the performance of all operations to provide a complete working system as required by the drawings and details and as specified herein. B. The Specifications and Drawings describe the minimum requirements that must be met by the Electrical Subcontractor for the installation of all work as shown on the Drawings and as specified hereinunder to include the following items: 1. Raceway Systems. 2. Wireways. 3. Outlets and Pull Boxes. 4. Wire and Cable. 5. Complete New Addressable Fire Alarm System. 6. Alarm wiring to include connections for heating, ventilating and air conditioning system equipment. 7. Power, control and alarm wiring to include connections for the Fire Protection Systems Equipment shall be wired and connected by the Electrical Contractor. 8. Supplementary Steel, Channel and Supports. 9. Supervision and approval of Excavation and Backfilling for Fire Alarm Work. 10. Operation and Maintenance Instructions and Manuals for Fire Alarm Equipment. 11. Nameplates, Labels and Tags. 12. Testing. 13. Vibration Isolation and Seismic Restraints. 14. Interface new addressable single interlock preaction sprinkler system releasing control panel for 2nd Floor Data Center#218 and Anechoic Chamber#279 to the base building fire alarm system. Points to monitor are Alarm,Trouble, and Supervisory signals. 15. Interface the smoke evacuation system in the Tower to the base building fire alarm system. Upon activation of any fire alarm initiating device, initiate the smoke evacuation system fans and close the two overhead garage doors on the 1s'Floor. FIRE ALARM 2601 00 - 1 KOLLMORGEN ELECTRO-OPTICAL BH+A Project No. 2883 Northampton,MA SECTION 26 01 00 FIRE ALARM TABLE OF CONTENTS PART1 -GENERAL......................................................................................................................................1 1.01 GENERAL REQUIREMENTS..........................................................................................................1 1.02 WORKINCLUDED...........................................................................................................................1 1.03 RELATED WORK IN OTHER SECTIONS.......................................................................................2 1.04 CODES, STANDARDS AND REFERENCES..................................................................................2 1.05 OBTAINING INFORMATION............................................................................................................3 1.06 COOPERATION AND COORDINATION WITH OTHER TRADES..................................................3 1.07 COORDINATION DRAWINGS.........................................................................................................3 1.08 RECORD DRAWINGS.....................................................................................................................4 1.09 PERMITS, FEES, RULES AND REGULATIONS.............................................................................4 1.10 PROTECTION OF WORK AND PROPERTY..................................................................................5 1.11 SUBMITTAL REQUIREMENTS .......................................................................................................5 1.12 MATERIAL AND EQUIPMENT STANDARDS.................................................................................6 1.13 GUARANTEE...................................................................................................................................6 1.14 CONTINUITY OF SERVICE AND SCHEDULING OF WORK.........................................................6 1.15 CERTIFICATES OF APPROVAL.....................................................................................................6 1.16 SUBSTANTIAL COMPLETION............................................................:...........................................7 1.17 FINAL COMPLETION' .......................... ............................................................................7 1.18 REOBSERVATION..:........................................................................................................................7 1.19 OPERATING INSTRUCTIONS AND MAINTENANCE MANUALS..................................................7 1.20 IDENTIFICATION................ ............................................8 .................................................................. 1.21 VIBRATION ISOLATION AND SEISMIC RESTRAINTS .................................................................8 1.22 CONSTRUCTION WASTE MANAGEMENT....................................................................................9 PART2- PRODUCTS...................................................................................................................................9 2.01 GENERAL.........................................................................................................................................9 2.02 CONDUIT AND RACEWAYS...........................................................................................................9 2.03 OUTLET, PULL AND JUNCTION BOXES, AND FITTINGS............................................................9 2.04 WIREWAYS....................................................................................................................................10 2.05 WIRE AND CABLE.........................................................................................................................11 2.06 FIRE ALARM SYSTEM..................................................................................................................12 2.07 FIRE STOPPING............................................................................................................................21 2.08 VIBRATION ISOLATION AND SEISMIC RESTRAINTS ...............................................................22 PART3- EXECUTION................................................................................................................................31 3.01 SLEEVING..................... ....................31 ............................................................................................. 3.02 GROUNDING ....................... ......................................31 .................................................................... 3.03 WIRING METHODS.......................................................................................................................31 3.04 WIRE AND CABLES .................... .........................33 ......................................................................... 3.05 COLOR CODING ...........................................................................................................................33 3.06 OUTLET, PULL AND JUNCTION BOXES.....................................................................................34 3.07 MOUNTING HEIGHTS AND SPECIAL REQUIREMENTS............................................................35 3.08 SUPPLEMENTARY STEEL, CHANNEL AND SUPPORTS ..........................................................35 3.09 TESTING AND INSPECTION ........................................................................................................36 3.10 PAINTING........................... ..36 .......................................................................................................... 3.11 CLEANING UP...............................................................................................................................36 FIRE ALARM 26 0100 - i Final Calculations - Hazen-Williams Fire Protection Page 7 Kollmorgen - Northampton, MA Date 10-30-09 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn - -- -- --------- -- - 14 0.0 8.249 1G 4.698 272.000 50.136 to 120.0 0.0 4.698 0.0 12 875.64 0.0062 0.0 276.698 1.703 Vel-=--5.26 12 0.0 8.249 3E 63.423 90.000 51.839 to 120.0 0.0 63.423 4.114 11 875.64 0.0062 0.0 153.423 0.944 Vel = 5.26 11 0.0 8.249 1 G 4.698 10.000 56.897 to 120.0 1 AN 34.061 .79.867 0.0 10 875.64 0.0062 1 T 41.108 89.867 0.553 Vel = 5.26 10 0.0 8.249 0.0 3.000 57.450 to 120.0 0.0 0.0 0.0 20 875.64 0.0063 0.0 3.000 0.019 Vel = 5.26 20 0.0 8.249 2E 42.282 10.000 57.469 to 120.0 1Zca 0.0 42.282 3.597 * Fixed loss= 3.597 FLG 875.64 0.0062 0.0 52.282 0.322 Vel = 5.26 -- -------------- FLG 500.00 7.98 4F 47.851 670.000 61.388 Qa = 500 to 140.0 3T 139.565 240.584 1.732 HYD 1375.64 0.0125 2E 47.851 910.584 11.418 Vel = 8.82 1G 5.317 0.0 1375.64 74.538 K Factor,=-159.34 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Fire Protection Page 6 Kollmorgen - Northampton, MA Date 10-30-09 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. .'C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 218.01 21.580 K Factor= 46.93 S16 40.61 2.067 1T 10.0 11.000 13.144 K Factor= 11.20 to 120.0 0.0 10.000 0,0 _ S17 40.61 0.0178 0.0 21.000 0.373 Vel = 3.88 S17 41.17 2.067 1T 10.0 10.000 13.517 K Factor= 11.20 to 120.0 0.0 10.000 0.0 SIB 81.78 0.0648 0.0 20.000 1.295 Vel = .7.82 S18 43.11 2.067 IT 10.0 10.000 14.812 K Factor= 11.20 to 120.0 0.0 10.000 0.0 S19 124.89 0.1417 0.0 20.000 2.835 Vel = 11.94 S19 47.05 2.635 IT 16.474 10.000 17.647 K Factor= 11.20 to 120.0 0.0 16.474 0.0 S20 171.94 0.0785 0.0 26.474 2.078 Vel= 10.12 S20 49.74 2.635 IT 16.474 4.000 19.725 K Factor= 11.20 to 120.0 0.0 16.474 0.0 32 221.68 0.1256 0.0 20.474 2.572 Vel = 13.04 0.0 221.68 22.297 K Factor= 46.95 35 219.70 3.26 0.0 8.000 20.891 to 120.0 0.0 0.0 0.0 34 219.7 0.0439 0.0 8.000 0.351 Vel = 8.44 34 216.25 4.26 0.0 8.000 21.242 to 120.0 0.0 0.0 0.0 33 435.95 0.0422 0.0 8.000 0.338 Vel = 9.81 33 218.01 4.26 0.0 8.000 21.580 to 120.0 0.0 0.0 0.0 32 653.96 0.0896 0.0 8.000 0.717 Vel = 14.72 32 221.68 4.26 0.0 8.000 22.297 to 120.0 0.0 0.0 0.0 31 875.64 0.1538 0.0 8.000 1.230 Vel = 19.71 31 0.0 6.357 IT 37.72 65.000 23.527 to 120.0 0.0 37.720 0.0 _30 875,64 0.0219 0.0 102.720 2.247____ Vel = 8.85 30 0.0 6.357 1E 17.603 3.000 25.774 to 120.0 0.0 17.603 4.114 18 875.64 0.0219 0.0--- 20.603 0.452 Vel = 8.85 18 0.0 6.357 1 3.772 10.000 30.340 to 120.0 1 D 59.095 80.470 -4.114 17 875.64 0.0219 1 E 17.603 - 90.470 8.85 17 0.0 4.26 2E 26.334 15.000 28.205 to 120.0 0.0 26.334 0.0 16 0.1537 0.0 41.334 6.354 Vel = 19.71 16 0.0 4.26 2E 26.334 y 31.000 34.559 to 120.0 0.0 26.334 0.0 15 875.64 0.1537 O.O___ 57.334 __-8.813 Vel = 19.71 15 0.0 4.26 0.0 44.000 43.372 'ic, 120.0 0.0 0.0 0.0 14 875.64 0.1537 0.0 44.000 6.764 Vel = 19.71 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Fire Protection Page 5 Kollmorgen- Northampton, MA Date 10-30-09 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *''**** Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S1 40.24 2.067 IT 10.0 11.000 12.908 K Factor= 11.20 to 120.0 0.0 10.000 0.0 S2 40.24 0.0174 0.0 21.000 0.366 Vel = 3.85 S2 40.80 2.067 IT 10.0 10.000 13.274 K Factor= 11.20 to 120.0 0.0 10.000 0.0 S3 81.04 0.0637 0.0 20.000 1.274 Vel = 7.75 S3 42.72 2.067 IT 10.0 10.000 14.548 K Factor= 11.20 to 120.0 0.0 10.000 0.0 S4 123.76 0.1394 0.0 20.000 2.788 Vel = 11.83 S4 46.63 2.635 IT 16.474 10.000 17.336 K Factor= 11.20 to 120.0 0.0 16.474 0.0 S5 170.39 0.0772 0.0 26.474 2.043 Vel = 10.02 S5 49.31 2.635 1E 8.237 4.000 19.379 K Factor= 11.20 to 120.0 0.0 8.237 0.0 35 219.7 0.1236 0.0 12.237 1.512 Vel = 12.93 0.0 - --- 219.70 20.891 K Factor= 48.07 S6 39.60 2.067 1 T 10.0 11.000 12.501 K Factor= 11.20 to 120.0 0.0 10.000 0.0 S7 39.6 0.0170 0.0 21.000 0.356 Vel = 3.79 S7 40.16 2.067 IT 10.0 10.000 12.857 K Factor= 11.20 to 120.0 0.0 10.000 0.0 S8 79.76 0.0618 0.0 20.000 1.237 Vel= 7.63 S8 42.05 2.067 1T 10.0 10.000 14.094 K Factor= 11.20 to 120.0 0.0 10.000 0.0 S9 121.81 0.1353 0.0 20.000 2.706 Vel = 11.65 S9 45.90 2.635 1T 16.474 10.000 16.800 K Factor= 11.20 to 120.0 D.0 16.474 0.0 S10 167.71 0.0750 0.0 26.474 1.985 Vel= 9.87 S10 48.55 2.635 IT 16.474 4.000 18.785 K Factor= 11.20 to 120.0 0.0 16.474 0.0 34 216.26 0.1200 0.0 20.474 2.457 Vel= 12.72 0.0 216.26 21.242 K Factor= 46.92 S11 39.93 2.067 IT 10.0 11.000 12.707 K Factor= 11.20 to 120.0 0.0 10.000 0.0 S12 39.93 0.0172 0.0 21.000 0361 Vel= 3.82 S12 40.48 2.067 IT 10.0 10.000 13.068 K Factor= 11.20 to 120.0 0.0 10.000 0.0 S13 80.41 0.0628 0.0 20.000 1.256 Vel= 7.69 S13 42.39 2.067 1T 10.0 10.000 14.324 K Factor= 11.20 to 120.0 0.0 10.000 0.0 S14 122.8 0.1374 0.0 20.000 2.748 Vel= 11.74 S14 46.28 2.635 1T 16.474 10.000 17.072 K Factor= 11.20 to 120.0 0.0 16.474 0.0 S1 169.08 0.0761 0.0 _26.474 _2.015 _ Vel= 9.95 _ S1 } 48.93 2.635 IT 16.474 4.000 19.087 K Factor= 11.20 f , 120.0 0.0 16.474 0.0 33 218.01 0.1218 0.0 20.474 2.493 Vel= 12.83 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD Fire Protection Page 4 Kollmorgen - Northampton, MA Date 10-30-09 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req........... S1 13.5 11.2 12.91 na 40.24 0.4 99 12.5 S2 13.5 11.2 13.27 na 40.81 0.4 99 12.5 S3 13.5 11.2 14.55 na 42.72 0.4 99 12.5 S4 13.5 11.2 17.34 na 46.63 0.4 99 12.5 S5 13.5 11.2 19.38 na 49.3 0.4 99 12.5 S6 13.5 11.2 12.5 na 39.6 0.4 99 12.5 S7 13.5 11.2 12.86 na 40.16 0.4 99 12.5 S8 13.5 11.2 14.09 na 42.05 0.4 99 12.5 S9 13.5 11.2 16.8 na 45.91 0.4 99 12.5 S10 13.5 11.2 18.79 na 48.54 0.4 99 12.5 S11 13.5 11.2 12.71 na 39.93 0.4 99 12.5 S12 13.5 11.2 13.07 na 40.49 0.4 99 12.5 S13 13.5 11.2 14.32 na 42.39 0.4 99 12.5 S14 13.5 11.2 17.07 na 46.28 0.4 99 12.5 S15 13.5 11.2 19.09 na 48.93 0.4 99 12.5 S16 13.5 11.2 13.14 na 40.61 0.4 99 12.5 S17 13.5 11.2 13.52 na 41.18 0.4 99 12.5 S18 13.5 11.2 14.81 na 43.1 0.4 99 12.5 S19 13.5 11.2 17.65 na 47.05 0.4 99 12.5 S20 13.5 11.2 19.73 na 49.74 0.4 99 12.5 35 13.5 20.89 na 34 13.5 21.24 na 33 13.5 21.58 na 32 13.5 22.3 na 31 13.5 23.53 na 30 13.5 25.77 na 18 4.0 30.34 na 17 13.5 28.21 na 16 13.5 34.56 na 15 13.5 43.37 na 14 13.5 50.14 na 12 13.5 51.84 na 11 4.0 56.9 na 10 4.0 57.45 na 20 4.0 57.47 na FLG 4.0 61.39 na 500.0 HYD 0.0 74.54 na The maximum velocity is 19.71 and it occurs in the pipe between nodes 32 and 31 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 r 00 M N N, OO(ONrr O s O O O r o C? 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O N cn O V) f' 0)n` E >aM O r N Q 7 7 O C' Q.V F O U cu N N O S t z L(nww O f' n i a) I i N CUrNN ay o °v ° N ° 00 0 0 0 0 0 0 0 0 0 O M I- W u') - M N �- W U U D O� W LL 0 t • Fire Protection Page 1 Kollmorgen -Northampton, MA Date 10-30-09 Hydraulic Design Information Sheet Name - Kollmorgen - Secured Shipping Shed Dry Pipe System Date - 10-30-09 Location - Northampton, MA Building - System No. - Contractor - Contract No. - Calculated By - Jim Desmarais Drawing No. - Construction: ( ) Combustible (X) Non-Combustible Ceiling Height - 14 Occupancy - Extra Hazard Group 2 S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 (X) 2 ( ) 3 (x) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other Secured Shipping shed Dry System T Specific Ruling Made By Date E M Area of Sprinkler Operation - 1, 660 System Type Sprinkler/Nozzle Density - 0.40 ( ) Wet Make TYCO D Area Per Sprinkler - 99 (X) Dry Model ELO-231 E Elevation at Highest Outlet - 13.5 ( ) Deluge Size S Hose Allowance - Inside - 0 ( ) Preaction K-Factor 11.2 I Rack Sprinkler Allowance - ( ) Other Temp.Rat. G Hose Allowance - Outside - 500 N Note Calculation Flow Required - 1,375 Press Required - 74.5 Summary C-Factor Used: 120 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 4-21-09 Cap. - T Time of Test - 10:00 AM Rated Cap.- Elev.- E Static Press - 106 @ Press - R Residual Press - 91 Elev. - Well Flow - 1,247 Proof Flow S Elevation - U P Location - Chapel & Prince Street, Northampton, MA P L Source of Information - Northampton Water Authority Y C Commodity Group A Plastics Class Location 0 Storage Ht. 10 Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M ( ) Single Row g ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( } Mult. Row ( ) Open Shelf O C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 s A A rwv L) CONSULTING . ENGINEERS Boston 0 Atlanta 10 Maguire Road, Suite 121 Lexington, hr1A 0221 (781,)372-3600;(791)372-3 1 00fax www.aha-engineers.com H OF A#ASS pOMENIC A. N CIOLINO ^.�° Fire Protection 0 RRE PROTEG" y Hydraulic Calculation No.41830 Summary Report Job Name Kollmorgen - Northampton, MA Building Location Northampton, MA System Contract Data File Secured Shipping Shed Dry System.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Fire Protection Page 9 Kollmorgen - Northampton, MA Date 10-30-09 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 177 0.0 4.26 2E 26.334 104.000 55.148 to 120.0 1T 26.334 52.668 4.331 176 414.11 0.0385 0.0 156.668 6.027 Vel = 9.32 -- 176 0.0 4.26 1 G 2.633 10.000 65.506 to 120.0 1 D 36.868 65.835 -4.331 175 414.11 0.0385 1 T 26.334 75.835 2.917 Vel = 9.32 - - -_ 175 0.0 4.26 2E 26.334 14.000 64.092 to 120.0 0.0 26.334 0.0. 16 _ 414.11 0.0385 0.0 40.334 1.551 Vel= 9.32 16 0.0 4.26 2E 26.334 31.000 65.643 to 120.0 0.0 26.334 0.0 15 414.11 0.0385 0.0 57.334 2.206 Vel = 9.32 -------- -- ----- 15 0.0 4.26 0.0 44.000 67.849 to 120.0 0.0 0.0 0.0 14 41411 0.0385 0.0 44.000 1.692 Vel= 9.32 ------------- 14 0.0 8.249 1 G 4.698 272.000 69.541 to 120.0 0.0 4.698 0.0 12 414.11 0.0015 0.0 276.698 0.426 Vel= 2.49 - - 12 0.0 8.249 3E 63.423 90.000 69.967 to 120.0 0.0 63.423 3.898 11 414.11 0.0015 0.0 153.423 -- 0.237 Vel= 2.49 ------------------- --------- -- ---- 11 0.0 8.249 1 G 4.698 10.000 74.102 to 120.0 1 Alv 34.061 79.867 0.0 10 414.11 0.0015 1T 41.108 89.867 0.138 Vel= 2.49 - - ---------- ----------------------- 10 0.0 8.249 0.0 3.000 74.240 to 120.0 0.0 0.0 0.0 20 414.11 0.0013 0.0 3.000_ 0.004 Vel= 2.49 - 20 - _ 0.0 8.249 -_-2E 42.282 10.000 ------74.244 to 120.0 1 Zca 0.0 42.282 3.070 * Fixed loss= 3.07 FLG _ ______414.11__ 0.0015 0.0 52.282 0.081 - Vel= 2.49 - FLG 250.00 7.98 4F 47.851 670.000 77.395 Qa=250 to 140.0 3T 139.565 240.584 1.732 HYD 664.11 0.0033 2E 47.851 910.584 2.968 Vel= 4.26 1 G 5.317 -- - --- - - 0.0 82.095 K Factor= 73.30 664.11 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Firm Protection Page 8 Kollmorgen - Northampton, MA Date 10-30-09 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ****"** Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 50.43 23.929 K Factor= 10.31 181 53.30 1.38 1T 6.0 1.000 24.743 to 120.0 0.0 6.000 0.433 180 53.3 0.2097 0.0 7.000 1.468 Vel= 11.43 0.0 53.30 26.644 K Factor-= 10.33 198 31.91 1.38 0.0 10.000 9.931 to 120.0 0.0 0.0 0.0 196 31.91 0.0813 0.0 10.000 0.813 Vel= 6.84 196 33.26 1.61 0.0 10.000 10.744 to 120.0 0.0 0.0 0.0 194 6_5.17 _ 0.1436 0.0 10.000 1.436 Vel= 10.27 194 35.53 1.61 0.0 10.000 12.180 to 120.0 0.0 0.0 0.0 192 100.7 0.3214 0.0 10.000 3.214 Vel = 15.87 192 40.14 2.067 0.0 10.000 15.394 to 120.0 0.0 0.0 0.0 190 140.84 0.1771 0.0 10.000 1.771 Vel= 13.47 0.0 140.84 17.165 K Factor= 33.99 188 40.32 1.38 0.0 10.000 15.523 to 120.0 0.0 0.0 0.0 186 _ 40.32 0.1252 _ 0.0 10.000 1.252 Vel= 8.65- _ 186 41.98 1.61 0.0 10.000 16.775 to 120.0 0.0 0.0 0.0 184 82.3 0.2213 0.0 10.000 2.213 Vel = 12.97 ---------.._-_- 184 44.76 1.61 0.0 10.000 18.988 to 120.0 0.0 0.0 0.0 182 _ 1.27.06 0.4941 0.0 10.000 4.941 Vel= 20.02 182 50.43 2.067 0.0 10.000 23.929 to 120.0 0.0 0.0 0.0 180 177.49 0.2715 0.0 10.000 2.715 Vel= 16.97 0.0 _ 177.49 26.644 K Factor= 34.39 190 183.33 2.067 1E 5.0 24.000 17.165 to 120.0 1T 10.0 15.000 0.0 179 183.33 0.2883 0.0 39.000 11.245 Vel= 17.53 0.0 _ 183.33 28.410 K Factor= 34.40 - ---- ----.___.-._---- --- 180 230.78 2.067 0.0 4.000 26.644 to 120.0 0.0 0.0 0.0 1'r,3 230.78_ 0.4415 0.0 4.000 1.766 Vel= 22.07 179 183.33 3.26 1 E 9.408 6.000 28.410 to 120.0 0.0 9.408 0.0 178 __ __414.11 0.1416_ _ 0.0 ___15.408_____ 2.182 - Vel= 15.92 178 0.0 4.26 1 E 13.167 51.000 30.592 to 120.0 0.0 13.167 22.088 177 414.11 0.0385 0.0 64.167 2.468 Vel= 9.32 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Fire Protection Page 7 Kollmorgen - Northampton, MA Date 10-30-09 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S219 26.83 1.049 1 E 2.0 6.000 22.950 K Factor= 5.60 to 120.0 0.0 2.000 0.0 181 2.6.83 0.2241 0.0 8.000 1.793 Vel= 9.96 0.0 _ 26.83 24.743 K Factor= 5.39 199 31.91 1.38 1T 6.0 1.000 8.930 to 120.0 0.0 6.000 0.433 198 _______ 31.91 0.0811 0.0 7.000 0.568 Vel= 6.84 . 0.0 31.91 9.931 K Factor= 10.13 ----- - ------------.--- 197 33.26 1.38 1 T 6.0 1.000 9.697 to 120.0 0.0 6.000 0.433 196 33.26 0.0877 0.0 7.000 0.614 Vel= 7.13 0.0 _ 33.26 10.744 K Factor= 10.15 195 35.53 1.38 1T 6.0 1.000 11.054 to 120.0 0.0 6.000 0.433 194 35.53 0.0990 0.0 7.000 0.693 Vel= 7.62 - 0.0 35.53 12.180 K Factor-= 10.18 193 40.15 1.38 1T 6.0 1.000 14.092 to 120.0 0.0 6.000 0.433 192 40.15 0.1241 0.0 7.000 0.869 Vel= 8.61 0.0 40.15 15.394 K Factor= 10.23 191 42.48 1.38 1T 6.0 1.000 15.766 to 120.0 0.0 6.000 0.433 190 42.48 0.1380 0.0 7.000 0.966 - -Vel= 9.1-1 17.165 K Factor-= 10.25 189 40.32 1.38 1T 6.0 1.000 14.213 to 120.0 0.0 6.000 0.433 188 40.32 0.1253 0.0 7.000 0.877 -_ Vel = 8.65 0.0 _ 40.32 15.523 K Factor=_,_1 0.23 187 41.98 1.38 1T 6.0 1.000 15.398 to 120.0 0.0 6.000 0.433 186 41.98 0.1349 0.0 7.000 0.944 Vel= 9.00 0.0 41.98 16.775 K Factor= 10.25 ------------ --------------------- 185 44.76 1.38 1T 6.0 1.000 17.491 to 120.0 0.0 6.000 0.433 184 44.76 0.1520 0.0 7.000 - 1.064 Vel = 9.60 0.0 44.76 18.988 K Factor=1 0.27 -- - -- - -- ---- - - 183 50.43 1.38 1T 6.0 1.000 22.170 to 120.0 0.0 6.000 0.433 182 50.43 0.1894 0.0 7.000 1.326 Vel= 10.82 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Fire Protection Page 6 Kollmorgen - Northampton, MA Date 10-30-09 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 21.39 15.766 K Factor= 5.39 S210 20.02 1.049 1 E 2.0 4.000 12.779 K Factor= 5.60 to 120.0 1T 5.0 7.000 0.0 189 20.02 0.1304 0.0 11.000 1.434 Vel = 7.4 0.0 20.02 14.213 K Factor= 5.31 S211 20.30 1.049 1 E 2.0 6.000 13.143 K Factor= 5.60 to 120.0 0.0 2.000 0.0 189 20.3 0.1338 0.0 8.000 1.070 Vel = 7.54 0.0 20.30 14.213 K Factor= 5.38 S212 20.84 1.049 1 E 2.0 4.000 13.853 K Factor= 5.60 to 120.0 1T 5.0 7.000 0.0 187 20.84 0.1405 0.0 11.000 1.545 Vel= 7.74 0.0 20.84 15.398 K Factor= 5.31 S213 21.14 1.049 1 E 2.0 6.000 14.244 K Factor= 5.60 to 120.0 0.0 2.000 0.0 187 21.14 0.1442 0.0 8.000 1.154 _ Vel_= 7.85 21.14 15.398 K Factor= 5.39 S214 22.23 1.049 1E 2.0 4.000 15.751 K Factor= 5.60 to 120.0 1T 5.0 7.000 0.0 185 22.23 0.1582 0.0 11.000 ____1.740 ---Vel=---8.2-5- 22.23 17.491 K Factor= 5.32- S215 22.53 1.049 1 E 2.0 6.000 16.193 K Factor= 5.60 to 120.0 0.0 2.000 0.0 185 _22.53 0.1622 0.0 8.000 1198 Vel = 8.36 0.0 22.53 _ 17.491 - K Factor= 5.39 S216 25.04 1.049 1 E 2.0 4.000 20.000 K Factor= 5.60 to 120.0 1 T 5.0 7.000 0.0 183 25.04 0.1973 0.0 _ 11.000 - 2.170 Vel = 9.30 0.0 25.04 22.170 K Factor=5.32 S217 25.39 1.049 1 E 2.0 6.000 20.551 K Factor= 5.60 to 120.0 0.0 2.000 0.0 183 25.39 0.2024 0.0 8.000 1.619 Vel = 9.43 0.0 _ 25.39 _ 22.170_ K Factor= 5.39 S218 26.47 1.049 1E 2.0 4.000 22.339 K Factor= 5.60 to 120.0 1 T 5.0 7.000 0.0 -181 26.47 0.2185 0.0 11.000 2.404 Vel = 9.83 --------------- 0.0 26.47 24.743 K Factor= 5.32 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Fire Protection Page 5 Kollmorgen - Northampton, MA Date 10-30-09 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S200 15.84 1.049 1 E 2.0 4.000 8.000 K Factor= 5.60 to 120.0 IT 5.0 7.000 0.0 199 15.84 0.0845 0.0 11.000 0.930 Vel = 5.88 0.0 15.84 8.930 K Factor= 5.30 S201 16.07 1.049 1E 2.0 6.000 8.235 K Factor= 5.60 to 120.0 0.0 2.000 0.0 199 16.07 0.0869 0.0 8.000 0.695 Vel = 5.97 0.0 16.07 8.930 K Factor.=__5.38_,______ S202 16.51 1.049 1E 2.0 4.000 8.693 K Factor= 5.60 to 120.0 IT 5.0 7.000 0.0 197 16.51 0.0913 0.0 11.000 1.004 Vel = 6.13 0.0 16.51 9.697 K Factor= 5.30 S203 16.75 1.049 1E 2.0 6.000 8.947 K Factor= 5.60 to 120.0 0.0 2.000 0.0 197 16.75 0.0938 0.0 8.000 0.750 Vel= 6.22 0.0 16.75 9.697 K Factor= 5.38 S204 17.64 1.049 1E 2.0 4.000 9.919 K Factor= 5.60 to 120.0 IT 5.0 7.000 0.0 195 17.64 0.1032 0.0 11.000 1.135 Vel= 6.55 0.0 17.64 11.054 K Factor= 5.31 S205 17.89 1.049 1E 2.0 6.000 10.207 K Factor= 5.60 to 120.0 0.0 2.000 0.0 195 17.89 0.1059 0.0 8.000 0.847 Vel= 6.64 - 0.0 17 89 _ 11.054 K Factor= 5.38 S206 19.93 1.049 1 E 2.0 4.000 12.669 K Factor= 5.60 to 120.0 IT 5.0 7.000 0.0 193 19.93 0.1294 0.0 11.000 1.423 Vel= 7.40 - 0.0 19.93 14.092 K Factor= 5.31 - -- ---- ------------ S207 20.21 1.049 1 E 2.0 6.000 13.030 K Factor= 5.6 to 120.0 0.0 2.000 0.0 193 20.21 0.1328 0.0 8.000 1.062 Vel= 7.50 0.0 20.21 14.092 K Factor= 5.38 S208 21.09 1.049 1 E 2.0 4.000 14.187 K Factor= 5. to 120.0 IT 5.0 7.000 0.0 191_ 21.09 0.1435 0.0 11.000 1.579 -- Vel= 7.83- - 0.0 15.766 K Factor= 5.31 21.09 -------- - --- - - -- S209 21.39 1.049 1E 2.0 6.000 14.588 K Factor= 5.60 to 120.0 0.0 2.000 0.0 '191 21.39 0.1472 0.0 8.000 1.178 Vel= 7.94 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD Fire Protection Page 4 Kollmorgen - Northampton, MA Date 10-30-09 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. S200 65.0 5.6 8.0 na 15.84 0.15 105 8.0 S201 65.0 5.6 8.24 na 16.07 0.15 105 8.0 S202 65.0 5.6 8.69 na 16.51 0.15 105 8.0 S203 65.0 5.6 8.95 na 16.75 0.15 105 8.0 S204 65.0 5.6 9.92 na 17.64 0.15 105 8.0 S205 65.0 5.6 10.21 na 17.89 0.15 105 8.0 S206 65.0 5.6 12.67 na 19.93 0.15 105 8.0 S207 65.0 5.6 13.03 na 20.21 0.15 105 8.0 S208 65.0 5.6 14.19 na 21.09 0.15 105 8.0 S209 65.0 5.6 14.59 na 21.39 0.15 105 8.0 S210 65.0 5.6 12.78 na 20.02 0.15 105 8.0 S211 65.0 5.6 13.14 na 20.3 0.15 105 8.0 S212 65.0 5.6 13.85 na 20.84 0.15 105 8.0 S213 65.0 5.6 14.24 na 21.14 0.15 105 8.0 S214 65.0 5.6 15.75 na 22.23 0.15 105 8.0 S215 65.0 5.6 16.19 na 22.53 0.15 105 8.0 S216 65.0 5.6 20.0 na 25.04 0.15 105 8.0 S217 65.0 5.6 20.55 na 25.39 0.15 105 8.0 S218 65.0 5.6 22.34 na 26.47 0.15 105 8.0 S219 65.0 5.6 22.95 na 26.83 0.15 105 8.0 199 65.0 8.93 na 197 65.0 9.7 na 195 65.0 11.05 na 193 65.0 14.09 na 191 65.0 15.77 na 189 65.0 14.21 na 187 65.0 15.4 na 185 65.0 17.49 na 183 65.0 22.17 na 181 65.0 24.74 na 198 64.0 9.93 na 196 64.0 10.74 na 194 64.0 12.18 na 192 64.0 15.39 na 188 64.0 15.52 na 186 64.0 16.77 na 184 64.0 18.99 na 182 64.0 23.93 na 190 64.0 17.16 na 180 64.0 26.64 na 179 64.0 28.41 na 178 64.0 30.59 na 177 13.0 55.15 na 176 3.0 65.51 na 175 13.0 64.09 na 16 13.0 65.64 na 15 13.0 67.85 na 14 13.0 69.54 na 12 13.0 69.97 na 11 4.0 74.1 na 10 4.0 74.24 na 20 4.0 74.24 na FLG 4.0 77.39 na 250.0 HYD 0.0 82.1 na The maximum velocity is 22.07 and it occurs in the pipe between nodes 180 and 179 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Nt! reDMN N! 0 0(O N r r O O CD O V r O M N O O N N r r O M r I C1 (0 (0 Q of o0 o o v wm III 0 0 c) 1� N OON—(O(OO r O N r O OONrL0 LO r 0 O) M (O OOI NOr0)�M O M O (O I N<t�f-MM I = i h N LCO Z t 0 r O r�O N N N t I � V-I r-N0V'NN C r r Mf O O 00 M r r r r I � N N D r 1- N O M N r 1 Mrr U N r Q)M Mrr U N N O LL N O O LO N r r O = a N N 00 V•NOOOm E O \i O U(D O OOMrO(O'O C d 7 X C N N LL f6 7 f0 O OONr0�0 Q.� E O m U) U C c O O OONrO V' M M CU (n �(� a 0) O Y V C U N (n O O o N r o co LL C LL n- Q (SS C a)>m E O > 3 > 7 E > O_'� > N :3 m E ar a)�_ t o Q o C 0 0 °o U U C O U 0 N �' fn (n C Z N �D.L�' O U � •= •= O a N NZ C7CDrnV (DO)U ? C N = q Y V! 07 0) N C p J 5 r C dE O)W U) E � 3N := N LL FL Y- E# QowLLC7HN -j LL , rn C) 0 M N r Lo —00 O Lnr0) rN N r r 0 N OO�N CD N O NCO NOr N N d � N -O 7 C cn N 0 (D a) LL a- Co C O O E EU E E.� O cu N a) p N (6 fA f4 Q fn W U)Un (n �rNN O OM (p (U0CO220Un E N r o M O O U) (O r 2 Z E m L C O r O —d' � r � O C� U N C U � LO CR co C) r a Z E O LL o a, C) C) a• r E O U 0 r co O r N r 0)r cl 7 O O N O (nn it E >,a m a o :3 :3 o ca Cl L'r CL o o c(U fA n 0 O 0 U f M NN U.; 2 rn ?UUU O ` LO OM N Or O O O O O O O O O O r 0) co (l- CO LO 11 Cl) N r Cu N = d UY W w w D W ii Y , Fire Protection Page 1 Kollmorgen - Northampton, MA Date 10-30-09 Hydraulic Design Information Sheet Name - Kollmorgen - Tower Dry Pipe System Date - 10-30-09 Location - Northampton, MA Building - System No. - Contractor - Contract No. - Calculated By - Jim Desmarais Drawing No. - Construction: ( ) Combustible (X) Non-Combustible Ceiling Height - Occupancy - Ordinary Hazard Group 1 S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 (X) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other Tower Dry System T Specific Ruling Made By Date E _ _ M Area of Sprinkler Operation - 1, 660 System Type Sprinkler/Nozzle Density - 0.15 ( ) Wet Make D Area Per Sprinkler - 105 (X) Dry Model E Elevation at Highest Outlet - 65 ( ) Deluge Size S Hose Allowance - Inside - 0 ( ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - ( ) Other Temp.Rat. G Hose Allowance - Outside - 250 N Note Calculation Flow Required - 664 Press Required - 82 Summary C-Factor Used: 120 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 4-21-09 Cap. - T Time of Test - 10:00 AM Rated Cap.- Elev.- E Static Press - 106 @ Press - R Residual Press - 91 Elev. - Well Flow - 1,247 Proof Flow S Elevation - U ------ — -------- P Locati—on — Chapel & Prince Street, Northampton, MA P L Source of Information - Northampton Water Authority Y C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M _ __ _ ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf 0 C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 s CONSULTING ]ENGINEERS ]Boston 0 Atlanta. 10 Maguire Road, Suite 1.21 Lexington, MA 02421 (781)372-3000;(781)372-3 1 00fax www-ah a-engineers_c om 1%OF hMM4 � oy z NMENr P Gm CtpL.I o RRE PWT 8W Fire Protection Hydraulic Calculation $ �- Summary Report Job Name Kollmorgen- Northampton, MA Building Location Northampton, MA System Contract Data File Tower Dry System.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I Final Calculations - Hazen-Williams Fire Protection Page 7 Kollmorgen - Northampton, MA Date 10-30-09 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 40 0.0 8.249 0.0 41.000 36.508 to 120.0 0.0 0.0 0.0 14 1263.33 0.0121 0.0 41.000 0.497 Vel = 7.58 14 0.0 8.249 1 B 14.094 272.000 37.005 to 120.0 0.0 14.094 0.0 12 1263.33 0.0121 0.0 286.094 3.468 Vel = 7.58 - 12 0.0 8.249 3E 63.423 90.000 40.473 to 120.0 0.0 63.423 2.599 11 1263.33 0.0121 0.0 153.423 1.860 Vel= 7_58 11 0.0 8.249 1 G 4.698 10.000 44.932 to 120.0 1 T 41.108 79.867 0.0 10 1263.33 0.0121 1AIv 34.061 89.867 1.089 Vel= 7.58 10 0.0 8.249 0.0 3.000 46.021 to 120.0 0.0 0.0 0.0 20 1263.33 0.0123 0.0 3.000 0.037 Vel= 7.58 --__- 20 0.0 8.249 2E 42.282 10.000 46.058 to 120.0 1 Zca 0.0 42.282 4.594 * Fixed loss=4.594 FLG_ 1_2.6.3.33 0.0121 _ 0.0 52.282_ 0.633 ----Vel=, 7.58 FLG 0.0 7.98 4F 47.851 670.000 51.285 to 140.0 3T 139.565 240.584 1.732 HYD 1263.33 0.0107 2E 47.851 910.584 9.755 Vel= 8.10 1 G 5.317 - --- 500.00 Qa= 500.00 1763.33 62.772 K Factor=222.56 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Fire Protection Page 6 Kollmorgen - Northampton, MA Date 10-30-09 Hyd, Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv "****** Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S32 85.16 4.26 1T 26.334 7.000 25.694 K Factor= 16.80 to 120.0 0.0 26.334 0.0 S33 330.78 0.0254 0.0 33.334 0.846 Vel = 7.45 S33 86.54 4.26 1T 26.334 10.000 26.540 K Factor= 16.80 to 120.0 0.0 26.334 0.0 S34 417.32 0.0390 0.0 36.334 1.418 Vel= 9.39 S34 88.83 4.26 1T 26.334 7.000 27.958 K Factor= 16.80 to . 120.0 0.0 26.334 . 0.0 S35 506.15 0.0557 0.0 33.334 1.858 Vel = 11.39 S35 91.74 4.26 1T 26.334 13.000 29.816 K Factor= 16.80 to 120.0 0.0 26.334 1.299 50 597,89. 0.0759 0.0 39.334 2.986 Vel= 13.46 0.0 597.89 34.101 -------------- K-Factor-=.102.39------- 51 665.44 6.357 0.0 12.000 33.943 to 120.0 0.0 0.0 0.0 5_0______1_______665.44 0.0132 0.0 12.000 0.158 Vel= 6.73 50 597.89 6.357 0.0 8.000 34.101 to 120.0 0.0 0.0 0.0 49 1263.33 0.0431 0.0 8.000 0.345 Vel= 12.77 49 0.0 6.357 0.0 4.000 34.446 to 120.0 0.0 0.0 0.0 48 1263.33 0.0430 0.0 4.000 0.172 Vel= 12.77 48 0.0 6.357 0.0 11.000 34.618 to 120.0 0.0 0.0 0.0 47 1263.33 0.0431 0.0 11.000 0.474 Vel= 12.77 47 0.0 6.357 0.0 10.000 35.092 to 120.0 0.0 0.0 0.0 46 1263.33 0.0431 0.0 10.000 0.431 Vel= 12.77 46 0.0 6.357 0.0 13.000 35.523 to 120.0 0.0 0.0 0.0 120_ 1_263.33 0.0432 0.0 13.000__________ 0.561 Vel= 12.77 120 0.0 8.249 0.0 5.000 36.084 to 120.0 0.0 0.0 0.0 45 126_3.33 0.0120 0.0 5.000 0.060 Vel= 7.58 45 0.0 8.249 0.0 1.000 36.144 to 120.0 0.0 0.0 0.0 44 1263.33 0.0130 0.0 1.000 0.013 Vel= 7.58 -44----- 0.0 8.249 -------- -- 0.0 --- 9.000- -- 36.157 --- - --' to 120.0 0.0 0.0 0.0 _43 1263.33 0.0121 0.0 9.000 0.109 Vel= 7.58 43 0.0 - 8.249 0.0 1.000 36.266 to 120.0 0.0 0.0 0.0 42 1263.33 0.0120 0.0 1.000 0.012 Vel= 7.58 42 - 0.0 8.249 _------ -0.0 -- 11.000 ---- 36.278 to 120.0 0.0 0.0 0.0 4.i 1263.33 0.0121_ _ 0.0 11.000_ _ 0.133_ __ Vel= 7.58 0.0 8.249 0.0 8.000 36.411 to 120.0 0.0 0.0 0.0 40 1263.33 0.0121 0.0 8.000 0.097 Vel = 7.58 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Fire Protection Page 5 Kollmorgen - Northampton, MA Date 10-30-09 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv **** *' Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S21 78.80 3.26 1E 9.408 10.000 22.000 K Factor= 16.80 to 120.0 IT 20.159 29.567 0.0 S22 78.8 0.0066 0.0 39.567 0.260 Vel = 3.03 S22 79.26 4.26 IT 26.334 7.000 22.260 K Factor= 16.80 to 120.0 0.0 26.334 0.0 S23 158.06 0.0065 0.0 33.334 0.216 Vel = 3.56 S23 79.65 4.26 2E 26.334 11.000 22.476 K Factor= 16.80 to 120.0 IT 26.334 52.668 0.0 S24 237.71 0.0138 __ 0.0 63.668 0.877 Vel = 5.35 S24 81.19 4.26 1 T 26.334 7.000 23.353 K Factor= 16.80 to 120.0 0.0 26.334 0.0 S25 318.9 0.0237 0.0 33.334 0.791 Vel= 7.18 S25 82.54 4.26 1T 26.334 10.000 24.144 K Factor= 16.80 to 120.0 0.0 26.334 0.0 S26 _ 401.44 0.0363 0.0 36.334 1.320 Vel= 9.04 S26 84.78 4.26 1 T 26.334 7.000 25.464 K Factor= 16.80 to 120.0 0.0 26.334 0.0 S27 486.22 0.0517 0.0 33.334 1.725 Vel= 10.94 S27 87.60 4.26 1T 26.334 10.000 27.189 K Factor= 16.80 to 120.0 0.0 26.334 0.0 S28 573.82 0.0703 0.0 36.334 2.556 Vel=_12.92 S28 91.62 4.26 1T 26.334 5.000 29.745 K Factor= 16.80 to 120.0 0.0 26.334 1.299 51 665.44 0.0925 0.0 31.334 2.899 Vel= 14_98 - 0.0 665.44 _ _ 33.943- K Factor=_114.22_ - S29 81.75 2.067 1 E 5.0 7.000 23.676 K Factor= 16.80 to 120.0 IT 10.0 15.000 0.0 61 81.75 0.0647 0.0 22.000 1.424 Vel_ 7_82- _ - 61 0.0 3.26 0.0 8.000 25.100 to 120.0 0.0 0.0 0.0 62 _ 81.75 0.0071 0.0 8.000 0.057 Vel = 3.14 0.0 81.75 _ 25.157 --_ K Factor=-16.30 S30 81.84 2.067 1 E 5.0 7.000 23.730 K Factor= 16.80 to 120.0 IT 10.0 15.000 0.0 62 81.84 0.0649 0.0 22.000 1.427 Vel = 7.82- 62 81.74 4.26 0.0 5.000 25.157 to 120.0 0.0 0.0 0.0 63 163.58 0.0068 0.0 5.000 0.034__ Vel =- 3.68 - - 0.0 163.58 - -_ 25.191- K Factor= 32.59 82.03 2.157 1E 6.153 7.000 23.844 K Factor= 16.80 to 120.0 IT 12.307 18.460 0.0 63 82.03 0.0529 0.0 25.460 -_ 1.347 _ Vel = 7.20 - - G3 163.59 4.26 1 T 26.334 8.000 25.191 t; 120.0 0.0 26.334 0.0 245.62 0.0147 0.0 34.334 0.503 Vel = 5.53 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD Fire Protection Page 4 Kollmorgen - Northampton, MA Date 10-30-09 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual _ R?9 S21 13.0 16.8 22.0 na 78.8 0.4 96 22.0 S22 13.0 16.8 22.26 na 79.26 0.4 96 22.0 S23 13.0 16.8 22.48 na 79.65 0.4 96 22.0 S24 13.0 16.8 23.35 na 81.19 0.4 96 22.0 S25 13.0 16.8 24.14 na 82.55 0.4 96 22.0 S26 13.0 16.8 25.46 na 84.78 0.4 96 22.0 S27 13.0 16.8 27.19 na 87.6 0.4 96 22.0 S28 13.0 16.8 29.74 na 91.62 0.4 96 22.0 S29 13.0 16.8 23.68 na 81.75 0.4 96 22.0 61 13.0 25.1 na S30 13.0 16.8 23.73 na 81.84 0.4 96 22.0 62 13.0 25.16 na S31 13.0 16.8 23.84 na 82.03 0.4 96 22.0 63 13.0 25.19 na S32 13.0 16.8 25.69 na 85.16 0.4 96 22.0 S33 13.0 16.8 26.54 na 86.55 0.4 96 22.0 S34 13.0 16.8 27.96 na 88.83 0.4 96 22.0 S35 13.0 16.8 29.82 na 91.74 0.4 96 22.0 51 10.0 33.94 na 50 10.0 34.1 na 49 10.0 34.45 na 48 10.0 34.62 na 47 10.0 35.09 na 46 10.0 35.52 na 120 10.0 36.08 na 45 10.0 36.14 na 44 10.0 3616 na 43 10.0 36.27 na 42 10.0 36.28 na 41 10.0 36.41 na 40 10.0 36.51 na 14 10.0 37.01 na 12 10.0 40.47 na 11 4.0 44.93 na 10 4.0 46.02 na 20 4.0 46.06 na FLG 4.0 51.29 na HYD 0.0 62.77 na 500.0 The maximum velocity is 14.98 and it occurs in the pipe between nodes S28 and 51 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 V r-WMN N OO(ON O) C) i C? N1 OOLON�� O M � a0 to O O Ci N 0) Q)� (0 (13 d CD O O V 0 W M i VIII ooc) t` I N f O L-M NN�(0 O(0 Oj O N O O�N Lo� I- 00 co Lo 00 N- O'T M O M O I O O U) (01 N MM I = r N Z N 0)�LO NN E (d I � V "tNN I MI 0000 CY) � r _ O M C) LO W C r-� N I-t-(OM� U N 3 N O O LL � O = T N .0 N N O O�N O 00 m E N (9 O - U O O M :3.-O(o C �- X c� d LL G N 7 f6 L 3 Q OON CD LO Q� E O iv cn U C c O Q- OON�OV• cn a> � N M LL OO '-O C U- a Q N $ C > O N 30 > E > Fj > N r4 d N O 0 gy Q m'p 3 Op U U C O U y N �' N N (? 'p E C CALL CLLU E C +n C :" C C (p N N O N p O = C N o J > N _ cn CL E rn a) E 0) 3 cn co LE_ LL Y iz Q m IL U- N rn C) 0 O M Cl)LO N MMf- M1- �(D O(O 4 L6NCD Of- O r to r M (6 d 0 7 C (n (II co O ��UN C(La,+T. CQ C O O D (� OOD E 'E E ` T Tv�T W(n U) (n >' M 1 I 1 N (n 1 -0 04NOOMM m0U) E N r Q 00 O M O O Cl) O � r S Z E M t 0 >c 0 0 0 N U N O C U 0 LO 0 o� '0 0< S Z > E O m i rn U- o a O C) 0 0 E 0 U 0 co O-N O r� 7 O C Cl O N O CL N a LL E >+� M (0 p U L Q7 7 V"O2 dp' O =3 CA o r (nfu NN O CJ i i N -6 C (U-N N C. cD ( i>>UUU a -CD O o 0 o O o (1) *- O LO d M N O O Cl O O O O O O O a- E •- O M r- CO LO 'It M N Cu N = 4 w W 0 w W iL Y l=ire Protection Page 1 Kollmorgen - Northampton, MA Date 10-30-09 Hydraulic Design Information Sheet Name - Kollmorgen -Finished Stores Wet System-1st Floor Date - 10-30-09 Location - Northampton, MA Building - System No. - Contractor - Contract No. - Calculated By - Jim Desmarais Drawing No. - Construction: ( ) Combustible (X) Non-Combustible Ceiling Height - 13.5 Occupancy - Storage S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y (X) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other Finished Stores Wet System - lst Floor T Specific Ruling Made By Date E M Area of Sprinkler Operation - N/A System Type Sprinkler/Nozzle Density - N/A ( ) Wet Make TYCO D Area Per Sprinkler - 96 (X) Dry Model Ultra K17 E Elevation at Highest Outlet - 13 ( ) Deluge Size 3/4" S Hose Allowance - Inside - 0 ( ) Preaction K-Factor 16.8 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.155F G Hose Allowance - Outside - 500 N Note Calculation Flow Required - 1763gpm Press Required - 62.8psi Summary C-Factor Used: 120 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 4-21-09 Cap. - T Time of Test - 10:00 AM Rated Cap.- Elev.- E Static Press - 106 @ Press - R Residual Press - 91 Elev. - Well Flow - 1,247 Proof Flow S Elevation - U P Location - Chapel & Prince Street, Northampton, MA P L Source of Information - Northampton Water Authority Y C Commodity Group A Plasitcs Class Location 0 Storage Ht. 10 Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M - ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf 0 C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G - ----- — ---- -- --- E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 s CONSULTING ENGINEERS Boston i Atlanta 10 Maguire Road, Suite 121 Lexington, MA 02421 (78 1)3 72-3000;(78 1)3 72-3 1 00fax www_aha-engineers.con->< Of Mgss9 C 9 powt*c A' G� Fire Protection Ctot-NO -4 CA Hydraulic Calculation PR4m Summary Report S 1►1.� Job Name Kollmorgen- Northampton, MA Building Location Northampton, MA System Contract Data File Finished Stores Wet System 1st floor.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I Final Calculations - Hazen-Williams Fire Protection Page 7 Kollmorgen - Northampton, MA Date 10-30-09 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 41 0.0 8.249 0.0 8.000 35.575 to 120.0 0.0 0.0 0.0 40 1320.98 0.0132 0.0 8.000 0.106 Vel = 7.93 40 0.0 8.249 0.0 41.000 35.681 to 120.0 0.0 0.0 0.0 14 1320.98 0.0131 0.0 41.000 0.539 Vel = 7.93 14 0.0 8.249 1 B 14.094 272.000 36.220 to 120.0 0.0 14.094 0.0 12 1320.98 0.0132 0.0 286.094 3.767 Vel = 7.93 12 0.0 8.249 3E 63.423 90.000 39.987 to 120.0 0.0 63.423 2.599 11 1320.98 0.0132 0.0 153.423 2.020 Vel = 7.93 11 0.0 8.249 1G 4.698 10.000 44.606 to 120.0 1T 41.108 79.867 0.0 10 1320.98 0.0132 1Aly 34.061 89.867 1.183 Vel = 7.93 10 0.0 8.249 0.0 3.000 45.789 to 120.0 0.0 0.0 0.0 20 1320.98 0.0130 0.0 3.000 0.039 Vel= 7.93 20 0.0 8.249 2E 42.282 10.000 45.828 to 120.0 1 Zca 0.0 42.282 4.743 * Fixed loss=4.743 FLG 1320.98 0.0132 0.0 52.282 0.689 Vel = 7.93 FLG 0.0 7.98 4F 47.851 670.000 51.260 to 140.0 3T 139.565 240.584 1.732 HYD 1320.98 0.0116 2E 47.851 910.584 10.594 Vel = 8.47 1G 5.317 __--- _-- -_- 500.00 Qa = 500.00 1820.98 63.586 K Factor= 228.36 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Fire Protection Page 6 Kollmorgen - Northampton, MA Date 10-30-09 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S142 91.22 3.26 1 T 20.159 7.000 29.478 K Factor= 16.80 to 120.0 0.0 20.159 0.0 S143 182.03 0.0310 0.0 27.159 0.841 Vel = 7.00 S143 92.50 3.26 0.0 9.000 30.319 K Factor= 16.80 to 120.0 0.0 0.0 0.650 125 274.53 0.0661 0.0 9.000 0.595 Vel = 10.55 125 269.97 6.357 1T 37.72 0.500 31.564 to 120.0 0.0 37.720 0.0 124 544.5 0.0091 0.0 38.220 0.347 Vel = 5.50 544.50 31.911 K Factor= 96.39 S144 92.28 2.635 1 E 8.237 8.000 30.172 K Factor= 16.80 to 120.0 1T 16.474 24.711 0.433 128 92.28 0.0248 0.0 32.711 0.812 Vel = 5.43 128 0.0 3.26 1T 20.159 23.000 31.417 to 120.0 0.0 20.159 0.217 123 92.28 0.0088 0.0 43.159 0.380 Vel = 3.55 123 0.0 6.357 1T 37.72 0.500 32.014 to 120.0 0.0 37.720 0.0 122 92.28 0.0003 0.0 38.220 0.012 Vel= 0.93 92.28 32.026 K Factor= 16.31 126 684.21 8.249 0.0 10.000 31.872 to 120.0 0.0 0.0 0.0 124 684.21 0.0039 _ 0.0 10.000 0.039 Vel= 4.11 124 544.49 8.249 0.0 10.000 31.911 to 120.0 0.0 0.0 0.0 122 1228.7 0.0115 0.0 10.000 0.115 Vel= 7.38 122 92.28 8.249 1 T 41.108 34.000 32.026 to 120.0 0.0 41.108 0.0 121 __1320.98 0.0132 0.0 75.108 0.989 - Vel= 7.93 121 0.0 8.249 1T 41.108 78.000 33.015 to 120.0 0.0 41.108 0.650 120 _ 1320.98 0.0132 0.0 119.108 1.568 - Vel 7.93 120 0.0 8.249 0.0 4.000 35.233 to 120.0 0.0 0.0 0.0 45 1320.98 0.0132 0.0 4.000 0.053 Vel= 7.93 45 0.0 8.249 0.0 1.000 35.286 to 120.0 0.0 0.0 0.0 44 1320.98 0.0130__ 0.0 1.000 0.013 Vel= 7.93 44 0.0 8.249 0.0 9.000 35.299 to 120.0 0.0 0.0 0.0 43 1320.98 0.0131 0.0 - 9.000 0.118 Vel= 7.93 - 43 0.0 8.249 0.0 1.000 35.417 to 120.0 0.0 0.0 0.0 42. 1320.98 _ 0.0140 0.0 1.000 0.014 Vel= 7.93 _ 42 0.0 8.249 0.0 11.000 35.431 120.0 0.0 0.0 0.0 41 1320.98 0.0131 0.0 11.000 0.144 Vel= 7.93 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Fire Protection Page 5 Kollmorgen - Northampton, MA Date 10-30-09 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S130 78.80 2.635 1E 8.237 7.000 22.000 K Factor= 16.80 to 120.0 1T 16.474 24.711 0.433 129 78.8 0.0185 0.0 31.711 0.588 Vel= 4.64 0.0 78.80 23.021 K Factor= 16.42 S131 79.44 2.635 1 E 8.237 4.000 22.358 K Factor= 16.80 to 120.0 0.0 8.237 0.433 129 79.44 0.0188 0.0 12.237 0.230 Vel= 4.67 129 78.80 3.26 1 T 20.159 8.000 23.021 to 120.0 0.0 20.159 -0.433 S132 158.24 _0.0239 0.0 28.159 0.672 Vel= 6.08 S132 81.02 3.26 1T 20.159 10.000 23.260 K Factor= 16.80 to 120.0 0.0 20.159 0.0 S133 239.26 0.0513 0.0 30.159 1.548 Vel= 9.20 S133 83.68 3.26 1T 20.159 8.000 24.808 K Factor= 16.80 to 120.0 0.0 20.159 0.0 S134 322.94_ 0.0893 0.0 28.159 2.516 Vel= 12.41 S134 87.81 3.26 1T 20.159 4.000 27.324 K Factor= 16.80 to 120.0 0.0 20.159 0.650 127 410.75 0.1394 0.0 24.159 3.368 Vel= 15.79 0.0 410.75 31.342 K Factor=,--73.3-7 S135 90.44 3.26 1T 20.159 10.000 28.981 K Factor= 16.80 to 120.0 0.0 20.159 0.0 S136 _ 90.44_ _0.0085 0.0 30.159 0.256 Vel= 3.48 S136 90.84 3.26 1T 20.159 8.000 29.237 K Factor= 16.80 to 120.0 0.0 20.159 0.0 S137 181.28 0.0307_ _ 0.0 28.159 0.865 Vel= 6.97 S137 92.17 3.26 0.0 9.000 30.102 K Factor= 16.80 to 120.0 0.0 0.0 0.650 127 _ 273.45 0.0656 0.0 9.000 0.590 _ Vel= 10.51 127 410.76 6.357 1T 37.72 0.500 31.342 to 120.0 0.0 37.720 0.0 126 684.21 0.0139 0.0 _-38.220 0.530 Vel= 6.92 0.0 684.21 _ _- _ 31.872 - ___ _K Factor= 121.20 - S138 89.20 3.26 1 E 9.408 10.000 28.193 K Factor= 16.80 to 120.0 1T 20.159 29.567 0.0 S139_ 89.2 0.0083_ 0.0 _ 39.567 0.328 -_ Vel= 3.43 S139 89.72 3.26 1 T 20.159 8.000 28.521 K Factor= 16.80 to 120.0 0.0 20.159 0.0 S140 178.92 0.0300 0.0 -28.159 0.844 Vel= 6.88 _ S140 91.04 3.26 1 T 20.159 4.000 29.365 K Factor= 16.80 to 120.0 0.0 20.159 0.650 125 269.96 0.0641 - 0.0 24.159 1.549 - Vel= 10.38 _ 269.96 -_ 31.564 K Factor= 48.05---- 17141 90.81 3.26 1T 20.159 10.000 29.221 K Factor= 16.80 to 120.0 0.0 20.159 0.0 S142 90.81 0.0085 0.0 30.159 0.257 Vel= 3.49 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD Fire Protection Page 4 Kollmorgen -Northampton, MA Date 10-30-09 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req_ S130 13.0 16.8 22.0 na 78.8 0.4 96 22.0 S131 13.0 16.8 22.36 na 79.44 0.4 96 22.0 129 12.0 23.02 na S132 13.0 16.8 23.26 na 81.02 0.4 96 22.0 S133 13.0 16.8 24.81 na 83.68 0.4 96 22.0 S134 13.0 16.8 27.32 na 87.82 0.4 96 22.0 S135 13.0 16.8 28.98 na 90.44 0.4 96 22.0 S136 13.0 16.8 29.24 na 90.84 0.4 96 22.0 S137 13.0 16.8 30.1 na 92.17 0.4 96 22.0 127 11.5 31.34 na S138 13.0 16.8 28.19 na 89.2 0.4 96 22.0 S139 13.0 16.8 28.52 na 89.72 0.4 96 22.0 S140 13.0 16.8 29.36 na 91.04 0.4 96 22.0 S141 13.0 16.8 29.22 na 90.81 0.4 96 22.0 S142 13.0 16.8 29.48 na 91.21 0.4 96 22.0 S143 13.0 16.8 30.32 na 92.51 0.4 96 22.0 125 11.5 31.56 na S144 13.0 16.8 30.17 na 92.28 0.4 96 22.0 128 12.0 31.42 na 123 11.5 32.01 na 126 11.5 31.87 na 124 11.5 31.91 na 122 11.5 32.03 na 121 11.5 33.02 na 120 10.0 35.23 na 45 10.0 35.29 na 44 10.0 35.3 na 43 10.0 35.42 na 42 10.0 35.43 na 41 10.0 35.58 na 40 10.0 35.68 na 14 10.0 36.22 na 12 10.0 39.99 na 11 4.0 44.61 na 10 4.0 45.79 na 20 4.0 45.83 na FLG 4.0 51.26 na HYD 0.0 63.59 na 500.0 The maximum velocity is 15.79 and it occurs in the pipe between nodes S134 and 127 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 n [t r00 c) N 00(O Cl O) O i O 0'. 0VrO M N OOLONrr O M r I c 00'LIT) N�O (o (0 0- 0 (O O O) r� OOVr co 00 V N r rl 00(Mr I•I` N r O(V N co r0 O N aO LO 0 N r r p) M 0 001 Cl) O Q (O N I,-M M 2 t` N Z r O)r t n N N� .0 n r M O O CO Mrr r N LO j M N r I-M U n N C NCI I`I`CD CY) U 3 � o o L- N O O LO N r r C O = -p T N W N 00<t NO co m L m J O U O OOMrO(O'p j � d N X c " 47 U- G � (O = O.Cr 0 I QU) E O to �' U O C N c O O- 00Nr0 V � to Co Cl) CY) C w. 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Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y (X) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other GFM/Depot/ Stores Wet System T Specific Ruling Made By Date E M Area of Sprinkler Operation - N/A System Type Sprinkler/Nozzle Density - N/A (X) Wet Make TYCO D Area Per Sprinkler - 96 ( ) Dry Model Ultra K17 E Elevation at Highest Outlet - 13 ( ) Deluge Size 3/4" S Hose Allowance - Inside - 0 ( ) Preaction K-Factor 16.8 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.155F G Hose Allowance - Outside - 500 N Note Calculation Flow Required - 1,821 Press Required - 63. 6psi Summary C-Factor Used: 120 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 4-21-09 Cap. - T Time of Test - 10:00 AM Rated Cap.- Elev.- E Static Press - 106 @ Press - R Residual Press - 91 Elev. - Well Flow - 1,247 Proof Flow S Elevation - U P Location - Chapel & Prince Street, Northampton, MA P L Source of Information - Northampton Water Authority Y C Commodity Group A Plasitcs Class Location 0 Storage Ht. 10 Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M _ ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf 0 C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G _ E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 CONSULTING ENGINEERS Boston 0 Ntlanta 10 Maguire Road, Suite 121 Lexington, MA 02421 (791)372-3000;(781 )372-3 1 00fax www-aha-engineers.com H OF Mgrs O� DoMENtC A. CIOLINO WE PROTECTIOt1 Fire Protection " No.M&V Hydraulic Calculation Summary Report gS Job Name Kollmorgen - Northampton, MA Building Location Northampton, MA System Contract Data File GFM-Depot-Stores Wet System 1st floor.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Fire Protection Page 6 Kollmorgen - Northampton, MA Date 10-30-09 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 543.97 35.946 K Factor= 90.73 45 681.10 8.249 0.0 1.000 35.897 to 120.0 0.0 0.0 0.0 44 681.1 0.0040 0.0 1.000 0.004 Vel = 4.09 44 99.22 8.249 0.0 9.000 35.901 to 120.0 0.0 0.0 0.0 43 780.32 0.0050 0.0 9_.000 0.045 Vel = 4.68 43 543.96 8.249 0.0 1.000 35.946 to 120.0 0.0 0.0 0.0 42 1324.28 0.0130 0.0 1.000 0.013 Vel = 7.95 42 0.0 8.249 0.0 11.000 35.959 to 120.0 0.0 0.0 0.0 41 1324.28 0.0133 0.0 11.000 0.146 Vel = 7.95 41 0.0 8.249 0.0 8.000 36.105 to 120.0 0.0 0.0 0.0 40 1324.28 0.0131 0.0 8.000 0.105 Vel = 7.95 40 0.0 8.249 0.0 41.000 36.210 to 120.0 0.0 0.0 0.0 14 1324.28 0.0132 0.0 _41.000 0.543 Vel = 7.95 14 0.0 8.249 1 B 14.094 272.000 36.753 to 120.0 0.0 14.094 0.0 12 1324.28 0.0132 _ 0.0_ 286.094 3.784 Vel = 7.95 12 0.0 8.249 3E 63.423 90.000 40.537 to 120.0 0.0 63.423 2.599 11 1324.28 0.0132 0.0 153.423 2.029 Vel-=-- 7.95 11 0.0 8.249 1 G 4.698 10.000 45.165 to 120.0 1 T 41.108 79.867 0.0 10 1324.28 0.0132 1AIv 34.061 89.867 1.188 Vel = 7.95 10 0.0 8.249 0.0 3.000 46.353 to 120.0 0.0 0.0 0.0 20 1324.28 0.0133 0.0 3.000 0.040 Vel = 7.95 20 0.0 8.249 2E 42.282 10.000 46.393 to 120.0 1 Zca 0.0 42.282 4.751 * Fixed loss =4.751 FLG 1324.28 0.0132 0.0 52.282 0.692 Vel = 7.95 FLG 0.0 7.98 4F 47.851 670.000 51.836 to 140.0 3T 139.565 240.584 1.732 HYD 1324.28 0.0117 2E 47.851 910.584 10.642 Vel = 8.50 1G 5.317 500.00 Qa = 500.00 1824.28 64.210 K Factor=227.66 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Fire Protection Page 5 Kollmorgen - Northampton, MA Date 10-30-09 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "****** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S150 78.80 2.635 1E 8.237 10.000 22.000 K Factor= 16.80 to 120.0 1T 16.474 24.711 0.0 S151 78.8 0.0185 0.0 34.711 0.643 Vel = 4.64 S151 79.94 3.26 1T 20.159 7.000 22.643 K Factor= 16.80 to 120.0 0.0 20.159 0.0 S152 158.74 0.0240 0.0 27.159 0.653 Vel = 6.10 S152 81.09 3.26 1T 20.159 10.000 23.296 K Factor= 16.80 to 120.0 0.0 20.159 0.0 S153 239.83 0.0515 0.0 30.159 1.554 Vel = 9.22 S153 83.75 4.26 1T 26.334 7.000 24.850 K Factor= 16.80 to 120.0 0.0 26.334 0.0 S154 323.58 0.0244 0.0 33.334 0.812 Vel = 7.28 S154 85.10 4.26 1T 26.334 10.000 25.662 K Factor= 16.80 to 120.0 0.0 26.334 0.0 S155 408.68 0.0375 0.0 36.334 1.364 Vel S155 87.34 4.26 1T 26.334 7.000 27.026 K Factor= 16.80 to 120.0 0.0 26.334 0.0 S156 496.02 0.0537 0.0 33.334 1.791 Vel = 11.17 S156 90.18 4.26 1T 26.334 10.000 28.817 K Factor= 16.80 to 120.0 0.0 26.334 0.433 S157 586.2 0.0732 0.0 36.334 2.658 Vel = 13.20 S157 94.90 4.26 1T 26.334 6.000 31.908 K Factor= 16.80 to 120.0 0.0 26.334 0.866 45 681.1 0.0966 0.0 32.334 3.123 Vel = 15.3 0.0 681.10 35.897 K Factor= 113.68 S158 99.21 4.26 2T 52.668 6.000 34.875 K Factor= 16.80 to 120.0 0.0 52.668 0.866 44 99.21 0.0027 0.0 58.668 0.160 Vel = 2.23 99.21 35.901 K Factor= 16.56 S159 85.42 2.635 1 E 8.237 10.000 25.854 K Factor= 16.80 to 120.0 1T 16.474 24.711 0.0 S160 85.42 0.0215 0.0 34.711 0.747 Vel = 5.03 - S160 86.65 3.26 1T 20.159 7.000 26.601 K Factor= 16.80 to 120.0 0.0 20.159 0.0 S161 172.07 0.0279 0.0 27.159 0.757 Vel = 6.61 S161 87.87 3.26 1 T 20.159 10.000 27.358 K Factor= 16.80 to 120.0 0.0 20.159 0.0 S162 _ 259.94 0.0598 0.0 30.159 1.804 Vel = 9.99 S162 90.73 4.26 1T 26.334 8.000 29.162 K Factor= 16.80 to 120.0 0.0 26.334 4.331 S163' 350.67 0.0283 0.0 34.334 _ 0.971 _ Vel = 7.89 - S163 98.62 4.26 1 T 26.334 10.000 34.464 K Factor= 16.80 to 120.0 0.0 26.334 -4.331 S1n4 449.29 0.0447 0.0 36.334 1.625 Vel = 10.11 `'164 94.68 4.26 1 T 26.334 19.000 31.758 K Factor= 16.80 120.0 0.0 26.334 1.299 543.97 0.0637 0.0 45.334 2.889 Vel = 12.24 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 s Pressure / Flow Summary - STANDARD Fire Protection Page 4 Kollmorgen - Northampton, MA Date 10-30-09 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. S150 13.0 16.8 22.0 na 78.8 0.4 96 22.0 S151 13.0 16.8 22.64 na 79.94 0.4 96 22.0 S152 13.0 16.8 23.3 na 81.09 0.4 96 22.0 S153 13.0 16.8 24.85 na 83.75 0.4 96 22.0 S154 13.0 16.8 25.66 na 85.11 0.4 96 22.0 S155 13.0 16.8 27.03 na 87.34 0.4 96 22.0 S156 13.0 16.8 28.82 na 90.18 0.4 96 22.0 S157 12.0 16.8 31.91 na 94.9 0.4 96 22.0 S158 12.0 16.8 34.87 na 99.21 0.4 96 22.0 S159 13.0 16.8 25.85 na 85.42 0.4 96 22.0 S160 13.0 16.8 26.6 na 86.65 0.4 96 22.0 S161 13.0 16.8 27.36 na 87.87 0.4 96 22.0 S162 13.0 16.8 29.16 na 90.72 0.4 96 22.0 S163 3.0 16.8 34.46 na 98.63 0.4 96 22.0 S164 13.0 16.8 31.76 na 94.68 0.4 96 22.0 45 10.0 35.9 na 44 10.0 35.9 na 43 10.0 35.95 na 42 10.0 35.96 na 41 10.0 36.1 na 40 10.0 36.21 na 14 10.0 36.75 na 12 10.0 40.54 na 11 4.0 45.16 na 10 4.0 46.35 na 20 4.0 46.39 na FLG 4.0 51.84 na HYD 0.0 64.21 na 500.0 The maximum velocity is 15.33 and it occurs in the pipe between nodes S157 and 45 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 N O O(0 N O O M NI O O LO N T O O M �- 001 LA N OOV N�CA 0) M (B d co C)M 0 0 0000 LO N O0 c) -1-1z N 1-c) O e- O N N (O(0 i I O ONr O c- O�N�(nLO I O N 00 LO 00 00 04 -r0)V M O Cl) O Q co N�e�--h MOM (n Lo LO �0)U')NN E a) L V V'N N >C M 0000 Mr-r- it Lq � O .-O U2 M N.-f�M O�--�-- \ 0 U C'41 I-�L-(O(M C U o O V- '0 N O O LO N C > O N N N O O'V'N O 00 m E � N a5 ca Q1 J O U O OOM—O(O'p j C d x C N a) LL co (0 O_ r 0 0 Nr0 U') N Q. E2 L O a) U C O a n OON O V m N fA O) N ++ (7 C .c U fn O OON 0MLL C LL Z) d Q a) Ct� C > m C.7 > 3: j TQ @ a) 2 (6 E (D W a)~ O CO L l0 cu n Q m 3 :E O CD C U U C O U 3 N ( a E c c�W cF2 c: c: aa))Z C7C9rn�C7rnU E " Z) � � a) t. 4( C, J U -C O N = C N (6 C p O iT L, Y iTQ QmWLLC7f-N D 0 JLLd r rn O 6 O C) C) N� NT �I-fN �V N O N to Cl)� O OC) T U)T T O a3 ao a) _0 � c cn cm cn O a) aEi c LL p c Cl) O CD •°— EEUEE'rn coo (D a)L a) m Co u> rn< c� a) >1>1 w T U)cn cn -TNN O OM (a E a) 00 O Cl) O °O U) T z E m L >C_ r O O � 'V' m T � O U N C U ^ � L m Oo O T O < _ r Z > E O T J p) LL O O N O O Q T E O U O ti Oo O T N T O)T a) N O j c CO f O v1 a_0 e� Q cnaw � aaDD D— cn c o CU a) a) O k. } c Z of w O r: O 1 . 1 N I s c a)TNN C o� UUU a) O O O O O O O LO q M N O O O O O O CD O O O LL E T T T' T T T 0) CO Il- (0 U') V Cl) N T c i a) O d w fn fn w ILL. Y a Fire Protection Page 1 Kollmorgen - Northampton, MA Date 10-30-09 Hydraulic Design Information Sheet Name - Kollmorgen -Shipping-Receiving Wet System-lst Floor Date - 10-30-09 Location - Northampton, MA Building - System No. - Contractor - Contract No. - Calculated By - Jim Desmarais Drawing No. - Construction: ( ) Combustible (X) Non-Combustible Ceiling Height - 13.5' Occupancy - Storage S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y (X) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other Shipping/Receiving Wet System T Specific Ruling Made By Date E M Area of Sprinkler Operation - N/A System Type Sprinkler/Nozzle Density - N/A (X) Wet Make TYCO D Area Per Sprinkler - 96 ( ) Dry Model Ultra K17 E Elevation at Highest Outlet - 13 ( ) Deluge Size 3/4" S Hose Allowance - Inside - 0 ( ) Preaction K-Factor 16.8 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.155F G Hose Allowance - Outside - 500 N Note Calculation Flow Required - 1,824 Press Required - 64.2psi Summary C-Factor Used: 120 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 4-21-09 Cap. - T Time of Test - 10:00 AM Rated Cap.- Elev.- E Static Press - 106 @ Press - R Residual Press - 91 Elev. - Well Flow - 1,247 Proof Flow S Elevation - U P Location - Chapel & Prince Street, Northampton, MA P L Source of Information - Northampton Water Authority Y C Commodity Group A Plasitcs Class Location 0 Storage Ht. 10 Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G F. Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 CONSULTING ]ENGINEERS Boston i Atlanta 10 Maguire Road., Suite 121 Lexington, MA 02421 (781)372-3000;(781)372-3100fax www.aha-engineers.com Of IWA.Q � '9cti pOMENIC A GN CIOLINO 4 Fire Protection FIRE PROTECTION vim, Hydraulic Calculation No.41630 Summary Report SS�ONAIE Job Name Kollmorgen- Northampton, MA Building Location Northampton, MA System Contract Data File Shipping-Receiving Wet System 1st floor.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Fire Protection Page 6 Kollmorgen -Northampton, MA Date 10-30-09 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 82 0.0 6.357 3T 113.16 133.000 48.569 to 120.0 0.0 113.160 0.0 81 42.08 0.0001 0.0 246.160 0.020 Vel = 0.43 0.0 42.08 48.589 K Factor= 6.04 113 -42.08 6.357 2T 75.44 191.000 48.564 to 120.0 0.0 75.440 0.0 _83 -42.08 -0.0001 0.0 266.440 -0.022 Vel = 0.43 83 127.74 6.357 1E- 17.603 139.000 48.542 to 120.0 0.0 17.603 0.0 81 85.66 0.0003 0.0 156.603 0.047 Vel = 0.87 81 42.08 6.357 3E 52.808 175.000 48.589 to 120.0 1B 12.573 65.381 4.331 80 127.74 0.0006 0.0 240.381 0.149 Vel = 1.29 80 0.0 6.357 1 E 17.603 14.000 53.069 to 120.0 0.0 17.603 0.0 13 127.74 0.0006 0.0 31.603 0.020 Vel = 1.29 13 0.0 6.357 1 T 37.72 18.000 53.089 to 120.0 0.0 37.720 0.0 12 127.74 0.0006 -0-.0 55.720 0.035 Vel = 1.29 12 0.0 8.249 3E 63.423 90.000 53.124 to 120.0 0.0 63.423 4.331 11 127.74 0.0002 0.0 153.423 0.026 Vel = 0.77 11 0.0 8.249 1G 4.698 10.000 57.481 to 120.0 1T 41.108 79.867 0.0 10 127.74 1AIv 34.061 89.867 0.016 Vel = 0.77 10 0.0 8.249 0.0 3.000 57.497 to 120.0 0.0 0.0 0.0 20 127.74 0.0003 0.0 3.000 _ 0.001 Vel = 0.77 20 0.0 8.249 2E 42.282 10.000 57.498 to 120.0 1 Zca 0.0 42.282 6.373 * Fixed loss=6.373 FLG 127.74 0.0002 0.0 52.282 0.008 Vel = 0.77 FLG 0.0 7.98 4F 47.851 670.000 63.879 to 140.0 3T 139.565 240.584 1.732 HYD 127.74 0.0002 2E 47.851 910.584 0.141 Vel = 0.82 _ 1G 5.317 250.00 Qa= 250.00 377.74 65.752 K Factor= 46.58 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Fire Protection Page 5 Kollmorgen - Northampton, MA Date 10-30-09 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S50 19.69 1.049 1 E 2.0 14.000 12.361 K Factor= 5.60 to 120.0 1T 5.0 7.000 0.0 S51 19.69 0.1264 0.0 21.000 2.655 Vel= 7.31 S51 21.70 1.38 1E 3.0 15.000 15.016 K Factor= 5.60 to 120.0 1T 6.0 9.000 0.0 87 41.39 0.1314 0.0 24.000 3.154 Vel= 8.88 0.0 41.39 18.170 K Factor= 9.71 S52 19.50 1.049 1 E 2.0 14.000 12.125 K Factor= 5.60 to 120.0 1T 5.0 7.000 0.0 S53 19.5 0.1242 0.0 21.000 2.608 Vel= 7.24 S53 21.49 1.049 0.0 7.000 14.733 K Factor= 5.60 to 120.0 0.0 0.0 0.0 87 40.99 0.4910 0.0 7.000 3.437 Vel= 15.22 0.0 40.99 18.170 K Factor,=_ 9.62 S54 21.59 1.049 1 E 2.0 14.000 14.867 K Factor= 5.60 to 120.0 1T 5.0 7.000 0.0 S55 21.59 0.1500 0.0 21.000 3.149 Vel= 8.01 S55 23.77 1.049 0.0 7.000 18.016 K Factor= 5.60 to 120.0 0.0 0.0 3.465 86 4.5.36 0.5919 0.0 7.000 4.143 Vel= 16_84 0.0 45.36 _ _ 25.624 K Factor= 8.96 87 82.38 1.61 1 T 8.0 10.000 18.170 to 120.0 0.0 8.000 3.465 86 82.38 0.2216 0.0 18.000 3.989 Vel= 12.98 86 45.36 1.61 2E 8.0 13.000 25.624 to 120.0 1 Eql 20.0 28.000 -3.465 85 127.74 0.4991_ 0.0 41.000 20.462 Vel= 20.13 85 0.0 2.157 2E 12.307 12.000 42.621 to 120.0 0.0 12.307 0.0 84 127.74 0.1201 0.0 24.307 2.919 _____Vel= 11.22 84 0.0 2.157 0.0 25.000 45.540 to 120.0 0.0 0.0 0.0 83 _127.74 0.1201 0.0 25.000 3_002 Vel= 11.22 0.0 _ 127.74 48.542 - K Factor= 18.33 113 42.08 6.357 0.0 11.000 48.564 to 120.0 0.0 0.0 0.0 112 42.08 0.0 0.0 11.000--.- 0.0 Vel= 0.43 1,12 0.0 6.357 0.0 8.000 48.564 to 120.0 0.0 0.0 0.0 1' 'i 42.08 0.0001 0.0 8.000 0.001 Vel= 0.43 111 0.0 6.357 0.0 10.000 48.565 ,j 120.0 0.0 0.0 0.0 r, � :: 42.08 0.0001 0.0 10.000 0.001 _ Vel= 0.43 0.0 6.357 1T 37.72 4.000 48.566 to 120.0 0.0 37.720 0.0 82 42.08 0.0001 0.0 41.720 0.003 Vel= 0.43 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD Fire Protection Page 4 Kollmorgen -Northampton, MA Date 10-30-09 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rey. S50 24.0 5.6 12.36 na 19.69 0.15 130 12.1 S51 24.0 5.6 15.02 na 21.7 0.15 130 12.1 S52 24.0 5.6 12.13 na 19.5 0.15 130 12.1 S53 24.0 5.6 14.73 na 21.49 0.15 130 12.1 S54 24.0 5.6 14.87 na 21.59 0.15 130 12.1 S55 24.0 5.6 18.02 na 23.77 0.15 130 12.1 87 24.0 18.17 na 86 16.0 25.62 na 85 24.0 42.62 na 84 24.0 45.54 na 113 24.0 48.56 na 112 24.0 48.56 na 111 24.0 48.57 na 110 24.0 48.57 na 82 24.0 48.57 na 83 24.0 48.54 na 81 24.0 48.59 na 80 14.0 53.07 na 13 14.0 53.09 na 12 14.0 53.12 na 11 4.0 57.48 na 10 4.0 57.5 na 20 4.0 57.5 na FLG 4.0 63.88 na HYD 0.0 65.75 na 250.0 The maximum velocity is 20.13 and it occurs in the pipe between nodes 86 and 85 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 V, r(OMN N 0 0(O N r r O1 O O O O'TrO M N O O LD N r r O M r aO I�, (p r O r M 00 V N r 0 Ol M Co O OO V O r2wz tf)r r O O 0 r f� I C�0- O rl ONN (p(O i i O ONr O OrNrNtn n co NCj cc)O V'M O M O rl-i Q O O (n 04 O� N I-Cl)M � I 1` N L,) Z III rOr tnNN E M t a O V N _ �t II N O c M O O Co Mrr r r 11� 7 I r O t0 U MI Mrr a' tj I C N� I-f-(O Mrr U N O LL a N O Cl,Ul N r C O = a � O O N O w m N c N N a O U O OOCMr O(O X C N LL M 7 r M CL o0NrO�n 0 � E a 0 c c O Q- e�i O O N r O V d) N N O C U N (n O OONr OML.L S LL. �- 3 � >�� CU— cu E o _ CO M� m Q (j ma 3U °O 0. (-. U U C O U 3 N N N n� f) N co.'C O U co a_ w.+ E C Caw a)FL C C N N pEr) N D O •C CU NZ ��d)V'�OU L •- N G' tm O N C E c LL liY E< QmwLLC9�-N � _(UjEd rn 0 0 �t �t ? V- N T O O t(> O N T Mrl- ~(O O r—6 0 O r—O LO rl- N O Tr N(MM LA. (6 (a a. o N -O j C co (a CA E O a) a) CU-ILY CQ C O OEEUEE � 000 M (D (D 1 N 2 fa r NOQOcn N A>1 W U)U) lA y N �TNN O OM (6 E N co 0 M O O (n O T 2 Z E ca 2C l� O O r a) T N0 I.L N LO N Oo m o T O< _ Z > E O m i m LL o 0. O .O. O O fl r CE O U 0 0 ti co O r N -0) T Q . O O N fn p N3 m f- 3 N Ch C; Nn LL E a (a (6 O ca a 0 C:i a.� a 3 o m a) o �� c� r m p p O C c Z ix of N U c (o TNN t1: rn 3:UUU C O t°C) ch M N O O O O O O O O O O .}., Q. E U r r r r T r m M 1- 0 In Q- M N T (t3 N 0 m a' W w w D W Fire Protection Page 1 Kollmorgen -Northampton, MA Date 10-30-09 Hydraulic Design Information Sheet Name - Kollmorgen -2nd Floor Data Center Preaction - west Date - 10-30-09 Location - Northampton, MA Building - System No. - Contractor - Contract No. - Calculated By - Jim Desmarais Drawing No. - Construction: ( ) Combustible (X) Non-Combustible Ceiling Height - 10 Occupancy - Ordinary Hazard Group 1 S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. (X) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other 2nd Floor Data Center Preaction System-west T Specific Ruling Made By Date E --- -- - - ----- Area of Sprinkler Operation - 600 System Type Spri-nk—ler/Nozzle Density - 0.15 ( ) Wet Make D Area Per Sprinkler - 130 ( ) Dry Model E Elevation at Highest Outlet - 24 ( ) Deluge Size S Hose Allowance - Inside - 0 (X) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - ( ) Other Temp.Rat. G Hose Allowance - Outside - 250 N Note Calculation Flow Required - Press Required - Summary C-Factor Used: 120 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 4-21-09 Cap. - T Time of Test - 10:00 AM Rated Cap.- Elev.- E Static Press - 106 @ Press - R Residual Press - 91 Elev. - Well Flow - 1,247 Proof Flow S Elevation - U P Location - Chapel & Prince Street, Northampton, MA P L Source of Information - Northampton Water Authority Y C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M ( ) Single Row ( ) Conven. Palle—t( ) Auto. Storage ( ) Enca S R ( ) Double Row ( ) Slave Pallet P ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf 0 C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G --- --- ----- --- - --- — - - -- -- E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 t CONSULTING i N-GINE R Boston 0 Atlanta 10 Maguire Road, Suite 1.21 Lexington, MA 02421 (781)372-3000;(781)372-3 1 00fax www.aha-eiigineers.com OF Mq DOMENIC A. N CIOLINO FIRE PROTECTION y Fire Protection No.41M Hydraulic Calculation Summary Report ALE Job Name Kollmorgen- Northampton, MA Building Location Northampton, MA System Contract Data File Data Center Preaction System 2nd floor west.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams :=ire Protection Page 8 Kollmorgen - Northampton, MA Date 10-30-09 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 82 0.0 6.357 3T 113.16 133.000 32.747 to 120.0 0.0 113.160 0.0 81 463.85 0.0068 0.0 246.160 1.663 Vel = 4.69 -- - 0.0 463.85 34.410 K Factor= 79.07 113 378.28 6.357 2T 75.44 191.000 32.450 to 120.0 0.0 75.440 0.0 83 378.28 0.0046 0.0 266.440 1.234 Vel.= 3.82 83 0.0 6.357 1 E 17.603 139.000 33.684 to 120.0 0.0 17.603 0.0 81 378.28 0.0046 0.0 156.603 0.726 Vel = 3.82 81 463.85 6.357 3E 52.808 175.000 34.410 to 120.0 1 B 12.573 65.381 6.063 80 842.13 0.0204 0.0 240.381 4.894 Vel = 8.51 80 0.0 6.357 1 E 17.603 14.000 45.367 to 120.0 0.0 17.603 0.0 13 842.13 0.0204 0.0 31.603 0.644 Vel = 8.51 13 0.0 6.357 1T 37.72 18.000 46.011 to 120.0 0.0 37.720 0.0 12 842.13 0.0204 0.0 55.720 1.134 Vel = 8.51 12 0.0 8.249 3E 63.423 90.000 47.145 to 120.0 0.0 63.423 4.331 11 842.13 - 0.0057 0.0 153.423 0.878 Vel = 5.06 11 0.0 8.249 1G 4.698 10.000 52.354 to 120.0 1T 41.108 79.867 0.0 10 842.13 0.0057 1Aly 34.061 89.867 0.515 Vel = 5.06 10 0.0 8.249 0.0 3.000 52.869 to 120.0 0.0 0.0 0.0 20 842.13 0.0057 0.0 3.000 0.017 Vel = 5.06 20 0.0 8.249 2E 42.282 10.000 52.886 to 120.0 1 Zca 0.0 42.282 3.510 *Fixed loss =3.51 FLG 842.13 _ 0.0057 0.0 52.282 0.299 Vel = 5.06 FLG 0.0 7.98 4F 47.851 670.000 56.695 to 140.0 3T 139.565 240.584 1.732 HYD 842.13 0.0051 2E 47.851 910.584 4.607 Vel = 5.40 1G 5.317 ------------ __ __ 500.00 Qa = 500.00 1342.13 _ -- 63.034 K Factor= 169.05 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ;':ire Protection Page 7 Kollmorgen - Northampton, MA Date 10-30-09 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 115 116.58 2.635 IT 16.474 1.000 30.527 to 120.0 0.0 16.474 0.0 111 205.9 0.1096 0.0 17.474 1.915 Vel= 12.11 0.0 205.90 32.442 K Factor= 36.15 S115 19.74 1.049 1 E 2.0 8.500 12.420 K Factor= 5.60 to 120.0 IT 5.0 7.000 0.0 S116 19.74 .0.1270 0.0 15.500 1.968 Vel= 7.33 S116 21.24 1.38 IT 6.0 8.500 14.388 K Factor= 5.60 to 120.0 0.0 6.000 0.0 S117 40.98 0.1290 0.0 14.500 1.870 Vel= 8.79 S117 22.58 1.38 IT 6.0 8.500 16.258 K Factor= 5.60 to 120.0 0.0 6.000 0.0 S118 63.56 0.2906 0.0 14.500 4.214 Vel= 13.63 S118 25.33 1.61 IT 8.0 8.500 20.472 K Factor= 5.60 to 120.0 0.0 8.000 0.0 S119 88.89 0.2552 0.0 16.500 4.210 Vel= 14.01 S119 27.83 1.61 1 T 8.0 6.000 24.682 K Factor= 5.60 to 120.0 0.0 8.000 0.0 114 116.72 0.4223 0.0 14.000 5.912 Vel= 18.39 0.0 116.72 30.594 K Factor= 21.10 S122 27.17 1.049 1T 5.0 8.000 23.546 K Factor=5.60 to 120.0 0.0 5.000 0.0 S121 27.17 0.2295 0.0 13.000 _ 2.98_3 _ Vel= 10.09 S121 28.85 1.38 1 T 6.0 8.500 26.529 K Factor=5.60 to 120.0 0.0 6.000 0.0 S120 56.02 0.2301 0.0 14.500 3.336 Vel= 12.02 S120 30.60 1.61 0.0 3.000 29.865 K Factor= 5.60 to 120.0 0.0 0.0 0.0 114 86.62 0.2430 _ 0.0 3.000 0.729 Vel= 13.65 114 116.72 2.635 IT 16.474 1.000 30.594 to 120.0 0.0 16.474 0.0 110 203.34 0.1071 0.0 17.474 1.871 Vel= 11.96 0.0 203.34 32.465 K Factor= 35.69 113 -151.28 6.357 0.0 11.000 32.450 to 120.0 0.0 0.0 0.0 112 _ -151.28 -0.0008 _ 0.0 11.000 -0.009 Vel = 1.53 112 205.90 6.357 0.0 8.000 32.441 to 120.0 0.0 0.0 0.0 _ 111 54.62 0.0001 0.-0 8.000 0.001 Vel= 0.55 111 205.90 6.357 0.0 10.000 32.442 to 120.0 0.0 0.0 0.0 110 260.52 0.0023 0.0 10.000 0.023 Vel= 2.63 110 203.33 6.357 IT 37.72 4.000 32.465 to 120.0 0.0 37.720 0.0 02 463.85 0.0068 0.0 41.720 0.282 Vel= 4.69 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Fire Protection Page 6 Kollmorgen - Northampton, MA Date 10-30-09 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S102 25.31 1.61 IT 8.0 8.500 20.426 K Factor= 5.60 to 120.0 0.0 8.000 0.0 S103 88.79 0.2546 0.0 16.500 4.201 Vel = 13.99 S103 27.79 1.61 1 T 8.0 6.000 24.627 K Factor= 5.60 to 120.0 0.0 8.000 0.0 116 116.58 0.4214 0.0 14.000 5.899 Vel = 18.37 0.0 116.58 30.526 K Factor= 21.10 S106 29.25 1.61 IT 8.0 8.000 27.274 K Factor=5.60 to 120.0 0.0 8.000 0.0 S105 29.25 0.0326 0.0 16.000 0.522 Vel= 4.61 S105 29.52 1.61 1T 8.0 8.500 27.796 K Factor= 5.60 to 120.0 0.0 8.000 0.0 S104 58.77 0.1187 0.0 16.500 1.958 Vel = 9.26 S104 30.55 1.61 0.0 3.000 29.754 K Factor= 5.60 to 120.0 0.0 0.0 0.0 116 89.32 0.2573 0.0 3.000 0.772 Vel = 14.08 116 116.58 2.635 1 T 16.474 1.000 30.526 to 120.0 0.0 16.474 0.0 112 205.9 0.1096 0.0 17.474 1.915 Vel = 12.11 ----------------- ----- ------- 0.0 205.90 32.441 K Factor= 36.15 S107 19.71 1.049 1E 2.0 8.500 12.391 K Factor= 5.60 to 120.0 IT 5.0 7.000 0.0 S108 19.71 0.1267 0.0 15.500 1.964 Vel = 7.32 S108 21.22 1.38 IT 6.0 8.500 14.355 K Factor= 5.60 to 120.0 0.0 6.000 0.0 S109 40.93 0.1287 0.0 14.500 1.866 Vel = 8.78 S109 22.55 1.38 IT 6.0 8.500 16.221 K Factor=5.60 to 120.0 0.0 6.000 0.0 S110 63.48 0.2900 0.0 14.500_ 4.205 Vel = 13.62 silo 25.31 1.61 1 T 8.0 8.500 20.426 K Factor=5.60 to 120.0 0.0 8.000 0.0 S111 88.79 0.2547 0.0 16.500 4.202 Vel = 13.99 Sill 27.79 1.61 IT 8.0 6.000 24.628 K factor= 5.60 to 120.0 0.0 8.000 0.0 115 116.58 0.4214 0.0 14.000 5.899 Vel = 18.37 0.0 116.58 30.527 K Factor= 21.10 S114 29.25 1.61 1 T 8.0 8.000 27.275 K Factor= 5.60 to 120.0 0.0 8.000 0.0 5113 29.25 0.0326 0.0 16.00_0_ 0.522 Vel = 4.61 S113 29.52 1.61 IT 8.0 8.500 27.797 K Factor=5.60 to 120.0 0.0 8.000 0.0 S112 58.77 0.1187 0.0 16.500 1.958 Vel = 9.26 S112 30.55 1.61 0.0 3.000 29.755 K Factor= 5.60 to 120.0 0.0 0.0 0.0 115 89.32 0.2573 0.0 3.000 0.772 Vel = 14.08 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Fire Protection Page 5 Kollmorgen - Northampton, MA Date 10-30-09 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S90 18.70 1.049 1E 2.0 7.000 11.151 K Factor= 5.60 to 120.0 1 T 5.0 7.000 0.0 88 18.7 0.1149 0.0 14.000 1.609 Vel= 6.94 0.0 18.70 12.760 K Factor= 5.23 S91 19.80 1.049 0.0 2.000 12.504 K Factor= 5.60 to 120.0 0.0 0.0 0.0 88 19.8 0.1280 0.0 2.000 0.256 Vel= 7.35 88 18.70 1.38 1T 6.0 5.000 12.760 to 120.0 0.0 6.000 0.0 S92 38.5 0.1149 0.0 11.000 1.264 Vel= 8.26 S92 20.97 1.38 1T 6.0 8.500 14.024 K Factor=5.60 to 120.0 0.0 6.000 0.0 S93 59.47 0.2570 0.0 14.500 3.727 Vel-= 12.76 S93 23.60 1.61 1T 8.0 8.500 17.751 K Factor= 5.60 to 120.0 0.0 8.000 0.0 S94 - 83.07 0.2251 0.0 16.500 3.714 Vel = 13.09 S94 25.94 1.61 1T 8.0 8.500 21.465 K Factor= 5.60 to 120.0 0.0 8.000 0.0 S95 109.01 0.3722 0.0 16.500 6.141 Vel = 17.18 S95 29.43 2.157 1T 12.307 6.000 27.606 K Factor= 5.60 to 120.0 0.0 12.307 0.0 117 138.44 0.1393 0.0 18.307 2.551 Vel = 12.15 0.0 _138.44 30.157 K Factor= 25.21 S96 28.84 1.38 1T 6.0 8.000 26.530 K Factor= 5.60 to 120.0 0.0 6.000 0.0 S97 28.84 0.0674 0.0 14.000 0.944 Vel = 6.19 S97 29.36 1.61 1T 8.0 8.500 27.474 K Factor=5.60 to 120.0 0.0 8.000 0.0 S98 58.2 0.1165 0.0 16.500 1.923 Vel = 9.17 S98 30.36 1.61 0.0 3.000 29.397 K Factor=5.60 to 120.0 0.0 0.0 0.0 117 88.56 0.2533 0.0 3.000 0.760 Vel = 13.9.6 117 138.44 2.635 1 T 16.474 1.000 30.157 to 120.0 0.0 16.474 0.0 113 227.0 0.1312 0.0 17.474 2.293 Vel = 13.36 227.00 32.450 K Factor= 39.85 S99 19.71 1.049 1E 2.0 8.500 12.391 K Factor=5.60 to 120.0 1 T 5.0 7.000 0.0 S100 19.71 0.1266 0.0 15.500 1.963 Vel = 7.32 S100 21.22 1.38 1T 6.0 8.500 14.354 K Factor= 5.60 to 120.0 0.0 6.000 0.0 S101 40.93 0.1288 _ _ 0.0 14.500 1.867 _ Vel =_8.78 5101 22.55 1.38 1 T 6.0 8.500 16.221 K Factor=5.60 to 120.0 0.0 6.000 0.0 6102 63.48 0.2900 0.0 14.500 4.205 Vel = 13.62 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD Dire Protection Page 4 Kollmorgen - Northampton, MA Date 10-30-09 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. S90 28.0 5.6 11.15 na 18.7 0.2 93.5 11.1 S91 28.0 5.6 12.5 na 19.8 0.2 93.5 11.1 88 28.0 12.76 na S92 28.0 5.6 14.02 na 20.97 0.2 93.5 11.1 S93 28.0 5.6 17.75 na 23.59 0.2 93.5 11.1 S94 28.0 5.6 21.46 na 25.94 0.2 93.5 11.1 S95 28.0 5.6 27.61 na 29.42 0.2 93.5 11.1 S96 28.0 5.6 26.53 na 28.84 0.2 93.5 11.1 S97 28.0 5.6 27.47 na 29.35 0.2 93.5 11.1 S98 28.0 5.6 29.4 na 30.36 0.2 93.5 11.1 117 28.0 30.16 na S99 28.0 5.6 12.39 na 19.71 0.2 93.5 11.1 S100 28.0 5.6 14.35 na 21.22 0.2 93.5 11.1 S101 28.0 5.6 16.22 na 22.55 0.2 '93.5 11.1 S102 28.0 5.6 20.43 na 25.31 0.2 93.5 11.1 S103 28.0 5.6 24.63 na 27.79 0.2 93.5 11.1 S106 28.0 5.6 27.27 na 29.25 0.2 93.5 11.1 S105 28.0 5.6 27.8 na 29.52 0.2 93.5 11.1 S104 28.0 5.6 29.75 na 30.55 0.2 93.5 11.1 116 28.0 30.53 na S107 28.0 5.6 12.39 na 19.71 0.2 93.5 11.1 S108 28.0 5.6 14.35 na 21.22 0.2 93.5 11.1 S109 28.0 5.6 16.22 na 22.55 0.2 93.5 11.1 S110 28.0 5.6 20.43 na 25.31 0.2 93.5 11.1 S111 28.0 5.6 24.63 na 27.79 0.2 93.5 11.1 S114 28.0 5.6 27.27 na 29.25 0.2 93.5 11.1 S113 28.0 5.6 27.8 na 29.52 0.2 93.5 11.1 S112 28.0 5.6 29.75 na 30.55 0.2 93.5 11.1 115 28.0 30.53 na S115 28.0 5.6 12.42 na 19.74 0.2 93.5 11.1 S116 28.0 5.6 14.39 na 21.24 0.2 93.5 11.1 S117 28.0 5.6 16.26 na 22.58 0.2 93.5 11.1 S118 28.0 5.6 20.47 na 25.34 0.2 93.5 11.1 S119 28.0 5.6 24.68 na 27.82 0.2 93.5 11.1 S122 28.0 5.6 23.55 na 27.17 0.2 93.5 11.1 S121 28.0 5.6 26.53 na 28.84 0.2 93.5 11.1 S120 28.0 5.6 29.86 na 30.6 0.2 93.5 11.1 114 28.0 30.59 na 113 28.0 32.45 na 112 28.0 32.44 na 111 28.0 32.44 na 110 28.0 32.47 na 82 28.0 32.75 na 83 28.0 33.68 na 81 28.0 34.41 na 80 14.0 45.37 na 13 14.0 46.01 na 12 14.0 47.15 na 11 4.0 52.35 na 10 4.0 52.87 na 20 4.0 52.89 na FLG 4.0 56.7 na HYD 0.0 63.03 na 500.0 The maximum velocity is 18.39 and it occurs in the pipe between nodes S119 and 114 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 v 00 MN N 0 0(D C\l C C) i 6 o o q'-o M N. C)C)tO N�� O M e- a0 � O �� M 16 0 (D O O v.-0000 v O O CIO)I h 1� N 1I O ONN (Do �.. o N tpN CY) LO W, N lA v Cl) p M O (O N-�I--M(9 U) U'). cn-0) to N N Z E (0 L I N O O N >C M. 000DM.-- .~ Uf U c O t0 Mi N�I�M�� ti N C N', f--(O M�� U o m U- N, 0 0 0 N C �. O _ �I cn o o v Nocom E m m t �! J O OOMe-0(O o O — rI x (D c ` V- G (a 0 0 N 0U) a a c E o N U Q cn m L (� C N =3 a .5 U O V! O OONr-OMLL LL a i Q co c > _ ca> 3 > �- m m s_ E > >'a m Cq = ! cam 2z_ p Qm� " ° o n 3CU� o Z . N OU {(n- - •=o o j u m 2 EI C .2 C � ))I �: o D mZi (D00 00 E ;N N N C i O co CA L% iLY :t::Q' QmwiLC�HN � OJLLa- W O O CM ti rY M r O NMM rM N r rr0 NL- NNM Oft() co C:)C)O a) 00 LO r (0 N ao U in O �TOaEi clid= c:p O � EEVE' Em CO r; �5< �5 >1a va w cn U)" cn 1 I N N 4?CrNN O OM m E a) co r 0 M O O co cD Z) r 2 Z E m L >C r O r O r' a) r 7 O co Q U N c LO C O r j n E O m J O LL O CL` O O o a r E O U N O r O O W C) 04 r 0)r Q � . L 1 C � N lr) O N " O Q 0) E as is (a a o L a.2:2:2 0 .0 a) a) €a c Z U) (U a) � � � o O N ej C NrNN U U U 1 O L 0 0 0 0 0 0 t) a 0 tp q' M N r O O O O O O O O O O E V r r r r r r 0) CO r- (D LO 'V' M N r � p Q W (n (n W ii Y Fire Protection Page 1 Kollmorgen - Northampton, MA Date 10-30-09 Hydraulic Design Information Sheet Name - Kollmorgen -2nd Floor Open Storage - west Date - 10-30-09 Location - Northampton, MA Building - System No. - Contractor - Contract No. - Calculated By - Jim Desmarais Drawing No. - Construction: ( ) Combustible (X) Non-Combustible Ceiling Height - 28 Occupancy - Ordinary Hazard Group 2 S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 (X) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other 2nd Floor Open Storage Wet System-west T Specific Ruling Made By Date E M Area of Sprinkler Operation 2, 500 System Type Sprinkler/Nozzle Density - 0.20 (X) Wet Make D Area Per Sprinkler - 94 ( ) Dry Model E Elevation at Highest Outlet - 28 ( ) Deluge Size S Hose Allowance - Inside - 0 ( ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - ( ) Other Temp.Rat. G Hose Allowance - Outside - 500 N Note Calculation Flow Required - Press Required - Summary C-Factor Used: 120 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 4-21-09 Cap. - T Time of Test - 10:00 AM Rated Cap.- Elev.- E Static Press - 106 @ Press - R Residual Press - 91 Elev. - Well Flow - 1,247 Proof Flow S Elevation - U P Location - Chapel & Prince Street, Northampton, MA P L Source of Information - Northampton Water Authority Y C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf 0 C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • CONSULTING ENGINEERS Boston 0 Atlanta 10 Maguire Read, Suite 121 Lexington, MA 02421 (781)372-3000;(781)372-3 1 00fax www.aha-engi.neers.com .�1H OF rygs DOMENIC A. o CIOLINO FIRE PROTECTION No.418W Fire Protection Hydraulic Calculation SSIIDNALE Summary Report Job Name Kollmorgen - Northampton, MA Building Location Northampton, MA System Contract Data File Open storage Wet System 2nd floor west.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams F;re,Protection Page 8 Kollmorgen - Northampton, MA Date 10-30-09 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 103 0.0 6.357 1 T 37.72 261.000 41.333 to 120.0 0.0 37.720 0.0 91 402.53 0.0052 0.0 298.720 1.552 Vel = 4.07 91 417.23 6.357 1 E 17.603 37.000 42.885 to 120.0 1 B 12.573 30.176 3.465 90 819.76 0.0194 0.0 67.176 1.301 Vel = 8.29 90 0.0 6.357 1E 17.603 8.000 47.651 to 120.0 0.0 17.603 0.0 22 81.9.76 _0.0194 0.0 25.603_ 0.496 Vel = 8.29 22 0.0 6.357 3E 52.808 112.000 48.147 to 120.0 0.0 52.808 4.331 21 819.76 0.0194 0.0 164.808 3.192 Vel = 8.29 21 0.0 6.357 1G 3.772 10.000 55.670 to 120.0 1T 37.72 75.440 0.0 20 819.76 0.0194 1AIv 33.948 85.440 1.656 Vel = 8.29 20 0.0 8.249 2E 42.282 10.000 57.326 to 120.0 1Zca 0.0 42.282 3.453 *Fixed loss = 3.453 FLG 819.76 0.0055 0.0 52.282 0.285 Vel = 4.92 FLG 0.0 7.98 4F 47.851 670.000 61.064 to 140.0 3T 139.565 240.584 1.732 HYD 819.76 0.0048 2E 47.851 910.584 4.382 Vel = 5.26 1G 5.317 500.00 - --- -- ------- -- Qa= 500.00 1319.76 67.178 K Factor= 161.02 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Fire.Protection Page 7 Kollmorgen - Northampton, MA Date 10-30-09 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ***`*" Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 109.61 36.474 K Factor= 1815 S67 25.91 1.049 1 E 2.0 12.000 21.411 K Factor=5.60 to 120.0 1 T 5.0 7.000 0.0 S66 25.91 0.2101 0.0 19.000 3.992 Vel = 9.62 S66 28.23 1.38 1T 6.0 12.000 25.403 K Factor= 5.60 to 120.0 0.0 6.000 0.0 96 54.14 0.2159 0.0 18.000 3.887 Vel = 11.61 0.0 54.14 29.290 K Factor= 10.00 S65 29.47 1.049 1E 2.0 4.000 27.691 K Factor= 5.60 to 120.0 0.0 2.000 0.0 96 29.47 0.2665 0.0 6.000 1.599 Vel = 10.94 96 54.14 1.38 1T 6.0 3.000 29.290 to 120.0 0.0 6.000 0.0 95 83.61 0.4827 0.0 9.000 4.344 Vel = 17.93 0.0 83.61 33.634 K Factor= 14.42 S64 30.63 1.049 2E 4.0 9.000 29.912 K Factor=5.60 to 120.0 0.0 4.000 0.0 95 30.63 0.2863 0.0 13.000 3.722 Vel-=.-11.37 95 83.60 1.61 0.0 7.000 33.634 to 120.0 0.0 0.0 0.0 _94 _ 114.23 0.4057 0.0 7.000 2.840 Vel= 18.00 94 109.61 2.157 1T 12.307 1.000 36.474 to 120.0 0.0 12.307 0.0 93 223.84 0.3390 0.0 13.307 4.511 Vel = 19.65 0.0 223.84 40.985 K Factor= 34.96 101 -203.87 6.357 0.0 8.000 40.981 to 120.0 0.0 0.0 0.0 99 -203.87 -0.0015_ 0.0 8.000 -0.012 Vel= 2.06 99 198.63 6.357 0.0 8.000 40.969 to 120.0 0.0 0.0 0.0 97 _-5.24 0.0 0.0 _ 8.000--.--- 0.0 Vel= 0.05 97 198.62 6.357 0.0 12.000 40.969 to 120.0 0.0 0.0 0.0 93 193.38 0.0013 0.0 12.000 0.016 Vel = 1.95 93 223.84 6.357 1T 37.72 72.000 40.985 to 120.0 0.0 37.720 0.0 92 417.22 0.0056 0.0 109.720 0.610 Vel= 4.22 92 0.0 6.357 2T 75.44 157.000 41.595 to 120.0 0.0 75.440 0.0 91 417.22 0.0055 0.0 232.440 1.290 Vel = 4.22 0.0 417.22 42.885 K Factor= 63.71 402.53 6.357 1 T 37.72 30.000 40.981 to 120.0 0.0 37.720 0.0 103 402.53 0.0052 0.0 67.720 0.352 Vel= 4.07 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Fire Protection Page 6 Kollmorgen - Northampton, MA Date 10-30-09 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S79 31.46 1.38 0.0 11.000 31.556 K Factor= 5.60 to 120.0 0.0 0.0 0.0 100 87.68 0.5270 0.0 11.000 5.797 Vel-= 18.81 100 110.95 2.157 IT 12.307 1.000 37.353 to 120.0 0.0 12.307 0.0 99 198.63 0.2717 0.0 13.307 3.616 Vel= 17.44 0.0 198.63 40.969 K Factor= 31.03 S68 24.30 1.049 1E 2.0 12.000 18.822 K Factor= 5.60 to 120.0 IT 5.0 7.000 -0.433 S69 24.3 0.1865 0.0 19.000 3.543 Vel = 9.02 S69 26.22 1.38 1 T 6.0 12.000 21.932 K Factor= 5.60 to 120.0 0.0 6.000 0.0 S70 50.52 0.1901 0.0 18.000 3.421 Vel= 10.84 S70 28.20 1.38 IT 6.0 12.000 25.353 K Factor= 5.60 to 120.0 0.0 6.000 0.0 S71 78.72 0.4317 0.0 18.000 7.771 Vel = 16.89 S71 32.23 1.61 IT 8.0 3.000 33.124 K Factor= 5.60 to 120.0 0.0 8.000 0.0 98 110.95 0.3845 0.0 11.000 4.229 Vel = 17.48 0.0 110.95 37.353 K Factor= 18.15 S74 26.92 1.049 1E 2.0 12.000 23.103 K Factor= 5.60 to 120.0 1 T 5.0 7.000 0.0 S73 26.92 0.2255 0.0 19.000 4.284 Vel = 9.99 S73 29.30 1.38 IT 6.0 12.000 27.387 K Factor= 5.60 to 120.0 0.0 6.000 0.0 S72 56.22 0.2316 0.0 18.000 4.169 Vel = 12.06 S72 31.46 1.38 0.0 11.000 31.556 K Factor= 5.60 to 120.0 0.0 0.0 0.0 98 87.68 0.527_0__ 0.0 11.000 5.797 Vel = 18.81 98 110.95 2.157 1 T 12.307 1.000 37.353 to 120.0 0.0 12.307 0.0 _97 198.63 0.2717 0.0 13.307 3.616 Vel = 17.44 198.63 40.969 K Factor= 31.03 S60 24.00 1.049 1E 2.0 12.000 18.367 K Factor= 5.60 to 120.0 1 T 5.0 7.000 -0.433 S61 24.0 0.1824 0.0 19.000 3.465 Vel = 8.91 S61 25.90 1.38 IT 6.0 12.000 21.399 K Factor= 5.60 to 120.0 0.0 6.000 0.0 S62 49.9 __ 0.18_5_8_ 0.0 18.000 3.344 Vel = 10.70 S62 27.86 1.38 1 T 6.0 12.000 24.743 K Factor= 5.60 to 120.0 0.0 6.000 0.0 S63 77.76 0.4220 0.0 18.000 7.596 Vel = 16.68 --- -- ---------------- ---- S63 31.85 1.61 1 T 8.0 3.000 32.339 K Factor= 5.60 to 120.0 0.0 8.000 0.0 Y 109.61 0.3759 0.0 11.000 4.135 Vel = 17.27 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Fire Protection Page 5 Kollmorgen - Northampton, MA Date 10-30-09 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S82 24.30 1.049 1 E 2.0 12.000 18.827 K Factor= 5.60 to 120.0 1 T 5.0 7.000 -0.433 S83 24.3 0.1866 0.0 19.000 3.545 Vel = 9.02 S83 26.23 1.38 IT 6.0 12.000 21.939 K Factor= 5.60 to 120.0 0.0 6.000 0.0 S84 50.53 0.1901 0.0 18.000 3.422 Vel = 10.84 S84 28.20 1.38 IT 6.0 12.000 25.361 K Factor= 5.60 to 120.0 0.0 6.000 0.0 S85 78.73 0.4318 0.0 18.000 7.772 Vel = 16.89 S85 32.23 1.61 IT 8.0 3.000 33.133 K Factor= 5.60 to 120.0 0.0 8.000 0.0 102 110.96 0.3846 0.0 11.000 4.231 Vel = 17.49 0.0 110.96 37.364 K Factor= 18.15 S88 26.92 1.049 1E 2.0 12.000 23.110 K Factor= 5.60 to 120.0 1 T 5.0 7.000 0.0 S87 26.92 0.2255 0.0 19.000 4.285 Vel = 9.99 S87 29.31 1.38 IT 6.0 12.000 27.395 K Factor=5.60 to 120.0 0.0 6.000 0.0 S86 56.23 0.2317 0.0 18.000 4.170 Vel = 12.06 S86 31.46 1.38 0.0 11.000 31.565 K Factor= 5.60 to 120.0 0.0 0.0 0.0 102 87.69 0.5272 0.0 11.000 5.799 Vel = 18.81 102 110.97 2.157 IT 12.307 1.000 37.364 to 120.0 0.0 12.307 0.0 101 198.66 0.2718 0.0 13.307 3.617 Vel = 17.44 0.0 198.66 40.981 K Factor= 31.03 S75 24.30 1.049 1 E 2.0 12.000 18.822 K Factor=5.60 to 120.0 1 T 5.0 7.000 -0.433 S76 24.3 0.1865 0.0 19.000 _3_.543 Vel = 9.02 S76 26.22 1.38 1 T 6.0 12.000 21.932 K Factor= 5.60 to 120.0 0.0 6.000 0.0 S77 50.52 0.1901 0.0 18.000 3.4_21 Vel = 10.84 S77 28.20 1.38 IT 6.0 12.000 25.353 K Factor=5.60 to 120.0 0.0 6.000 0.0 S78 78.72 0.4317 0.0 . 7.771 Vel = 16.89 - 18000 - ------------------------ S78 32.23 1.61 IT 8.0 3.000 33.124 K Factor= 5.60 to 120.0 0.0 8.000 0.0 100 110.95 0.3845 0.0 11.000 4.229 Vel = 17.48 0.0 110.95 37.353 K Factor= 18.15 S81 26.92 1.049 1 E 2.0 12.000 23.103 K Factor= 5.60 to 120.0 IT 5.0 7.000 0.0 S80 26.92 0.2255 0.0 19.000 4.284 Vel = 9.99 S80 29.30 1.38 IT 6.0 12.000 27.387 K Factor=5.60 to 120.0 0.0 6.000 0.0 79 56.22 0.2316 0.0 18.000 4.169 Vel = 12.06 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD Fire Protection Page 4 Kollmorgen - Northampton, MA Date 10-30-09 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. S82 21.0 5.6 18.83 na 24.3 0.2 80 8.1 S83 22.0 5.6 21.94 na 26.23 0.2 80 8.1 S84 22.0 5.6 25.36 na 28.2 0.2 80 8.1 S85 22.0 5.6 33.13 na 32.23 0.2 80 8.1 S88 22.0 5.6 23.11 na 26.92 0.2 80 8.1 S87 22.0 5.6 27.39 na 29.31 0.2 80 8.1 S86 22.0 5.6 31.57 na 31.46 0.2 80 8.1 102 22.0 37.36 na S75 21.0 5.6 18.82 na 24.3 0.2 80 8.1 S76 22.0 5.6 21.93 na 26.23 0.2 80 8.1 S77 22.0 5.6 25.35 na 28.2 0.2 80 8.1 S78 22.0 5.6 33.12 na 32.23 0.2 80 8.1 S81 22.0 5.6 23.1 na 26.92 0.2 80 8.1 S80 22.0 5.6 27.39 na 29.31 0.2 80 8.1 S79 22.0 5.6 31.56 na 31.46 0.2 80 8.1 100 22.0 37.35 na S68 21.0 5.6 18.82 na 24.3 0.2 120 18.3 S69 22.0 5.6 21.93 na 26.23 0.2 120 18.3 S70 22.0 5.6 25.35 na 28.2 0.2 120 18.3 S71 22.0 5.6 33.12 na 32.23 0.2 120 18.3 S74 22.0 5.6 23.1 na 26.92 0.2 120 18.3 S73 22.0 5.6 27.39 na 29.31 0.2 120 18.3 S72 22.0 5.6 31.56 na 31.46 0.2 120 18.3 98 22.0 37.35 na S60 21.0 5.6 18.37 na 24.0 0.2 120 18.3 S61 22.0 5.6 21.4 na 25.9 0.2 120 18.3 S62 22.0 5.6 24.74 na 27.86 0.2 120 18.3 S63 22.0 5.6 32.34 na 31.85 0.2 120 18.3 S67 22.0 5.6 21.41 na 25.91 0.2 120. 18.3 S66 22.0 5.6 25.4 na 28.22 0.2 120 18.3 S65 22.0 5.6 27.69 na 29.47 0.2 120 18.3 96 22.0 29.29 na S64 22.0 5.6 29.91 na 30.63 0.2 120 18.3 95 22.0 33.63 na 94 22.0 36.47 na 101 22.0 40.98 na 99 22.0 40.97 na 97 22.0 40.97 na 93 22.0 40.99 na 92 22.0 41.59 na 103 22.0 41.33 na 91 22.0 42.89 na 90 14.0 47.65 na 22 14.0 48.15 na 21 4.0 55.67 na 20 4.0 57.33 na FLG 4.0 61.06 na HYD 0.0 67.18 na 500.0 The maximum velocity is 19.65 and it occurs in the pipe between nodes 94 and 93 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 N', OO(O C1 CO O) O Cl) N I O O N N� O M � tp OO uV,) N�-Q> O1(V Q C) III OO V -GD 00 V L0 rl- OOM ' ONN.-(O(fl i O Oe-N ��M r O)N M to co 0 N O)V M O 0 M O Q 1-O V O U) co N I-M(M D tp! O)r tN CV N Z a5 I � C IT V N C-4 j i MI e� M� OOaD Me- N O MI N r- C', I U I- N C Ni hr-OMr r- V O @ LL a Ni OO LO N— C T O = N to .- 00 V NOa0 m E N O U O J C OO M d r �O(O'O O — X C O LL f9 j cu L1 OON '-Ow N Q� E O N (n V C Q_ C O OON �O<j• m N (B N .0 L) (n O ooN.-oML.L C LL 0- Q m > a > o > CL m ca E a) a)~ o (A v o Qm-0 3��0 cZ c) =�n� 0N a E c c�W cLL U C C -� s: c @ a) a)b in o o c u� u a) rn a)ZI (9C9rnVC9rnU a) D •� � E 0)a) N Ern cn L.L. v_ Y LLQ QmWLLU` HN � JLI.. d R O O LO Nr- fir— O)� O)P.� O r M) (C) O M N N O N ap O LO�-- CQ (0 .. .. .. .. .. .. .. N � j C cn ca co 0 C "0a) FL a- c C O 0 co C) E E O E & 00 (n cn< Z5� W fn U) U) N cn a) C—NN O OM ca E a) r 0 OD O Cl) O CO � (0 z E m c C) O a) O w U M C N LO U a) O C) C) _ 04 Z > E O m J OD LL O O � O 7 O r O U O O co v °O r O)r Q . 3 O N w Cl d U N �-� N n LL cu S.j ' +a (0 Co O C� L CC'.00O O �] ., O )"' a) U) Q Z (� O O c c cu�NN ( a) O) O �' m %;r OM N O O O O O O O O O O C' Q E M r W U) V M N p d w W w to D w W S EY Fire Protection Page 1 Kollmorgen - Northampton, MA Date 10-30-09 Hydraulic Design Information Sheet Name - Kollmorgen -2nd Floor Manufacturing-east Date - 10-30-09 Location - Northampton, MA Building - System No. - Contractor - Contract No. - Calculated By - Jim Desmarais Drawing No. - Construction: ( ) Combustible (X) Non-Combustible Ceiling Height - 22 Occupancy - Ordinary Hazard Group 2 S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 (X) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other Manufacturing Assembly Wet System-east T Specific Ruling Made By Date E M Area of Sprinkler Operation - 2,500 System Type Sprinkler/Nozzle Density - 0.20 (X) Wet Make D Area Per Sprinkler - 120 ( ) Dry Model E Elevation at Highest Outlet - 22 ( ) Deluge Size S Hose Allowance - Inside - 0 ( ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - ( ) Other Temp.Rat. G Hose Allowance - Outside - 500 N Note Calculation Flow Required - Press Required - Summary C-Factor Used: 120 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 4-21-09 Cap. - T Time of Test - 10:00 AM Rated Cap.- Elev.- E Static Press - 106 @ Press - R Residual Press - 91 Elev. - Well Flow - 1,247 Proof Flow S Elevation - U P Location - Chapel & Prince Street, Northampton, MA P L Source of Information - Northampton Water Authority Y C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf 0 C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 L A CONSULTING ENGINEERS Boston 0 Atlanta 10 Maguire Road, Suite 121 Lexington, MA 02421. (791)372-3000;(791)372-3 1 00fax www.aha-engineers.com 'A I1A -`� nF S . Sycy DOMENIC A. GN CIOLINO FIRE PROTECTI0r1 No.41830 Fire Protection �oiF Hydraulic Calculation S"10NAL� Summary Report Job Name Kollmorgen - Northampton, MA Building Location Northampton, MA System Contract Data File Manufacturing Wet System 2nd floor.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Kollmorgen Electro Optical October 30,2009 Northampton,MA HVAC Upon completion and prior to acceptance of the installation, smoke detection systems and operations will be thoroughly tested in accordance with the Massachusetts State Building Code, 7th edition, the International Mechanical Code and NFPA. A certificate of approval and acceptance will be submitted to the architect by the HVAC Contractor. All tests are to be witnessed by the Authority Having Jurisdiction and the Architect. Testing criteria will include, but not be limited to; confirmation of correct air flow at unit. Section 2—Equipment and Tools FIRE SPRINKLER SYSTEMS The sprinkler contractor will be responsible for providing all required equipment and tools including but not limited to: hydrostatic testing equipment, pressure gauges, hoses, nozzles, manufacturer's instructions,radios, etc. FIRE ALARM SYSTEM The Electrical Contractor will provide all tools necessary to complete the successful testing of the Fire Alarm systems. HVAC The HVAC Contractor will provide all tools necessary to complete the successful testing of the HVAC systems including, as necessary, lifts, gauges, pitot pressure sensors and other CFM reading and balancing equipment, adjustable and fixed sheave drives and belts (for adjusting fans), rpm and electrical meters, etc. HVAC Systems shall be balanced to be within 10% of design criteria. Section 3 —Approval Requirements Written approval of all acceptance testing from the Northampton Fire Department will be obtained. All system failures will be reported to the general contractor, Northampton Fire Department, and the design engineer. The Northampton Fire Department will be provided with copies of NFPA 13 and 72 testing certificates, instruction manuals and as-built drawings. The owner will submit to the Northampton Fire Department the names and telephone numbers of emergency contacts. GA\Projects\2009-Boston\A0112-003.00\Specifications\Fire\901 Narrative.doc Page 11 Kollmorgen Electro Optical October 30,2009 Northampton, MA FIRE SPRINKLER SYSTEMS The sprinkler contractor is responsible for setting up and coordinating all sprinkler system acceptance testing. All testing will be in accordance with NFPA 13, 24, the Massachusetts State Building Code, and contract specification 15300. FIRE ALARM SYSTEM Testing Criteria: The completed system will be subject to the final test and acceptance, UL certification and periodic inspection, testing and maintenance, in accordance with the City of Northampton, Massachusetts State Building Code and NFPA 72 as follows: • The test will be conducted by a UL certified testing company. Each and every device will be functionally tested. • Upon function test of each device, the corresponding programmed event sequences will be verified. Subsequent events will include system annunciation, elevator recall, HVAC control sequences, and municipal reporting. • Proper visual notification will be verified. • Audible sound pressure levels will be measured and recorded. • Fault conditions will be simulated and verified as to their proper reporting and system response. These will include loss of AC power, battery standby operation, and wiring faults of each and every circuit. • A complete report demonstrating the activation and subsequent acknowledgement of each activation will be generated. An annual test and inspection contract will be in evidence at the time of final testing. The final system acceptance test will be conducted by the holder of the test contract, and witnessed by the local authority having jurisdiction. Upon successful test and acceptance, a UL certificate and final report of compliance will be issued by the testing company. Testing and inspection will be conducted by the testing company of record as described and in accordance with NFPA 72. In addition to device testing, maintenance (sensitivity) reports will be generated directly from the system during each quarterly test. These reports will include a complete listing of each analog device in the system, their corresponding programmed sensitivity setting, and their current sensitivity level, and the number of times each device has entered alarm verification mode. Page 10 Kollmorgen Electro Optical October 30,2009 Northampton, MA • Flash an alarm LED and sound an audible signal at the FACP. • Upon Acknowledgment, the alarm LED will light steadily and the audible shall silence. Subsequent alarms will re-initiate this sequence. • Upon alarm initiation by an elevator lobby smoke detector or other designated recall device, recall elevator that serves the floor of initialization to the main egress level. If the alarm initiates on the main egress level, return the elevator to the alternate floor as directed by the authority having jurisdiction. • Visually indicate the alarm initiating device type and location via the LCD display located at the FACP and the remote LED electronic graphic annunciator located in the West Entry Vestibule. • Operate prioritized outputs to release all magnetically held smoke doors and magnetically locked egress doors throughout the building. • Automatically shut down HVAC functions and initiate smoke exhaust system functions as required. • Activate the outside weatherproof beacon. • Activate outside 24 VDC electric alarm bell upon waterflow alarm only. Activation of duct smoke detectors will cause a supervisory signal only at the fire alarm control panel and send a supervisory signal to the UL Listed Central Station. HVAC Sequence of Operation: Rooftop Unit Smoke Detection: Smoke detectors at the rooftop units are hard- wired to the fan starter and shall stop the supply fan, close the unit supply air smoke damper, close the outside air damper whenever smoke is detected. Smoke detectors are wired to the fire alarm panel by the Electrical Contractor. Activation of duct smoke detectors will cause a supervisory signal only at the fire alarm control panel and send a supervisory signal to the UL Listed Central Station. (I.c) TESTING CRITERIA Section 1 —General Testing Criteria The general contractor has overall responsibility for setting up and coordinating all acceptances testing with authorities having jurisdiction. All testing will be in accordance with NFPA requirements, the Massachusetts State Building Code, 7 1 Edition, the International Mechanical Code, the NFPA National Electrical Code, local authorities having jurisdiction and the contract specifications. Page 9 Kollmorgen Electro Optical October 30,2009 Northampton, MA Dry Pipe Sprinkler System: Heat produced from a fire melts the fusible link or glass bulb on a single sprinkler head or group of sprinkler heads causing the sprinkler(s) to open. Air from the air filled pipe is discharged immediately from the sprinkler head(s) to activate the dry alarm check valve. The dry alarm check valve opens and fills the piping with water which is then discharged from the open sprinkler head(s). The fire department may pump the fire department connection to supplement the system. Sprinkler system water flow alarms activate upon system flow and indicate to the FACP an alarm condition. The sprinkler(s) continue to flow water until manually shut off. Anechoic Chamber Pre-action Sprinkler System: smoke produced from a fire activates the VESDA air sampling smoke detection system. The pre-action system control panel activates the pre-action valve allowing the pipe to fill with water and notifies the base building fire alarm system. As heat increases from a fire, it melts the fusible link or glass bulb on a single sprinkler head or group of sprinkler heads causing the sprinkler(s) to open. Water from the water filled pipe is discharged immediately from the sprinkler head(s) to control the fire. The fire department may pump the fire department connection to supplement the system. Sprinkler system water flow alarms activate upon system flow and indicate to the FACP an alarm condition. The sprinkler(s) continue to flow water until manually shut off. Data Center Pre-action Sprinkler System: Heat produced from a fire activates any two heat detectors in the room. The pre-action system control panel activates the pre-action valve allowing the pipe to fill with water and notifies the base building fire alarm system. As heat increases from a fire, it melts the fusible link or glass bulb on a single sprinkler head or group of sprinkler heads causing the sprinkler(s) to open. Water from the water filled pipe is discharged immediately from the sprinkler head(s) to control the fire. The fire department may pump the fire department connection to supplement the system. Sprinkler system water flow alarms activate upon system flow and indicate to the FACP an alarm condition. The sprinkler(s) continue to flow water until manually shut off. FIRE ALARM SYSTEM Sequence of Operation: In accordance with the City of Northampton and the Massachusetts State Building Code, the operation of a manual station or activation of any automatic alarm initiating device (system smoke detectors, (except duct smokes) heat detectors, and waterflow switches) will cause the following to occur: • Transmit a signal to the Northampton Fire Department via digital dialer. • Sound a code 3 temporal evacuation signal throughout the building. • Flash all visual signals throughout the building in a synchronized manner. Page 8 Kollmorgen Electro Optical October 30, 2009 Northampton, MA mounted thermostat which turns on-off the fan based on the desired temperature setting. Some mechanical rooms are provided with cabinet electric or hot water heaters with integral or remote thermostats to control operation. These rooms include the vestibule, stairs, base building mechanical rooms and electrical rooms. Building rooftop unit smoke detection will be provided on the supply duct of all RTUs with airflows of 2,000cfm and above and on the return duct for RTUs with return airflows 15,000cfm and above. All RTUs designed for installation in this project have airflows 15,000cfm and above. All RTUs are supplied with smoke detectors in the supply duct. Smoke dampers shall be installed on roof top units with airflows 15,000cfm and above. A fire damper will be installed in ductwork where it penetrates fire-rated walls and where ductwork penetrates the floors in accordance with the Massachusetts Code 717.0 and NFPA 90A; damper rating will match the fire rating of the assembly penetrated. Upon detection of smoke by any one or more duct mounted smoke detectors,the rooftop unit will shut down automatically and transmit a supervisory signal to the fire alarm control panel. Section 5 —Features Used in the Design Methodoloy N/A Section 6— Special Consideration and Description There is no intent to deviate from the prescriptive code requirements of regulatory codes and standards with alternative methods. (Lb) SEQUENCE OF OPERATION FIRE SPRINKLER SYSTEMS Wet Pipe Sprinkler System: Heat produced from a fire melts the fusible link or glass bulb on a single sprinkler head or group of sprinkler heads causing the sprinkler(s) to open. Water from the water filled pipe is discharged immediately from the sprinkler head(s) to control the fire. Fire pump starts automatically on pressure drop and continues to run until manually shut off. The fire department may pump the fire department connection to supplement the system. Sprinkler system water flow alarms activate upon system flow and indicate to the FACP an alarm condition. The sprinkler(s) continue to flow water until manually shut off. Page 7 a Kollmorgen Electro Optical October 30,2009 Northampton, MA All area and duct-mounted smoke detectors, and heat detectors rated for 135- degree operation, will be analog/addressable devices. Each analog/addressable device will be subject to alarm verification and will be subject to environmental compensation in order to minimize false alarms. Microprocessor-based detectors will retain operating characteristics in non-volatile memory and conduct algorithms to distinguish real fire conditions from unwanted nuisance alarms. System wide response to a verified alarm is designed to take place within 3 seconds. Wiring Styles: • Signaling Line Circuits will be wired in a Class A, Style 6 manner, with outgoing and return wiring in separate risers. Related Systems Interface: The fire alarm system will interface with the fire protection system(s) by monitoring each individual waterflow and tamper switch via dedicated addressable modules. The fire alarm system will interface with the HVAC System in order to conduct the required fan shut down control functions via programmable control module outputs and initiate smoke exhaust fans as required. HVAC System Description: The base building HVAC system is designed in accordance with the Massachusetts Building Code, 7th Edition,the International Mechanical Code, and NFPA 90A. The HVAC system consists of rooftop top units (RTUs) with direct expansion cooling coils and gas fired heating. The building ductwork includes medium pressure supply and return ducts from the unit up to the VAV boxes this air distribution up to the supply and return air diffusers through low pressure ductwork system. Perimeter zone boxes have hot water reheat coils. Some perimeter zones also have fintube radiation. The lobby entrance area has hot water radiant floor. Three gas fired heating hot water boilers are located in the 2nd floor mechanical room. The building equipments include three RTUs: (RTU-1 through RTU-3) serving different zones in the building. The electrical rooms are provided with exhaust fan complete with duct connections and exhaust air grilles to provide the required ventilation to maintain the electrical room temperature below 95°F. Fan operation is controlled by wall Page 6 Kollmorgen Electro Optical October 30,2009 Northampton,MA main sprinkler risers will be installed in the sprinkler valve room, as the building's footprint exceeds 52,000 sq. ft. All sprinkler control valves will be provided with tamper switches and flow switches will be provided for each floor to be monitored by the base building fire alarm system. All sprinkler heads in Light Hazard Occupancy areas will be quick response type. All electric and telephone rooms will be sprinkler protected. Elevator shafts, elevator pits, and elevator machine rooms will not be sprinkler protected. All dry pipe and preaction system piping will be internally and externally galvanized. Dry pendent sprinklers will be installed in all entry vestibules, 2nd Floor Data Center preaction system, and at the top of the tower dry pipe system. The 2 Floor Anechoic Chamber will be provided with FM Global approved telescoping retractable sprinkler heads. The telescoping sprinkler heads require a preaction sprinkler system for activation. The preaction system will be activated by a VESDA air sampling smoke detection system. Air will be drawn in through CPVC tubing and analyzed at the VESDA control panel. Sprinklers will be installed under exposed ductwork greater than 4 feet in width. FIRE ALARM SYSTEM System Description: The building fire alarms stem shall operate in conjunction with the building fire protection system(s) in accordance with all-applicable codes and standards including NFPA 13, 72, 90A and 101 and the 7' Edition of the Massachusetts State Building Code (780CMR), and City of Northampton. The fire alarm system will be a microprocessor-based multiplex, analog/addressable system with complete audio and visual occupant notification, and municipal reporting via digital dialer reporting system as directed by the Authority Having Jurisdiction. Each initiating point (waterflow switch, smoke detector, heat detector or manual pull station) will be individually addressable. Upon activation, the specific device address, type, status and location will be presented at an LCD annunciator integral to the FACP and LED electronic graphic annunciator located in the West Entry Vestibule. Occupant notification will consist of audio/visual signaling. Audible signaling will be a general temporal-3 pulse evacuation tone throughout the building. Visual signaling will be by xenon strobes in accordance with NFPA 72 and the Americans with Disabilities Act. Page 5 Kollmorgen Electro Optical October 30,2009 Northampton,MA and unexpanded plastics with 14 foot high ceilings and shall be capable of operating 15 sprinklers @ 22psi when using Tyco Model ULTRA K17 control Mode SPECIFIC APPLICATION K-factor 16.8 upright sprinkler heads. Maximum protection area per sprinkler head shall be 100 square feet. Hose allowance shall be 500 GPM. Install sprinkler deflectors 6" below deck above in all 3 areas. Sprinklers shall meet all obstruction rules criteria for large drop sprinklers in 2007 NFPA 13. Automatic dry pipe sprinkler system for the exterior covered shipping and receiving areas will be designed in accordance with Ordinary Hazard Group 2 occupancy requirements and will be capable of providing a minimum design density of 0.20 GPM per square foot over the hydraulically most remote 1,950 square feet. Maximum protection area per sprinkler head will be 130 square feet. Hose allowance will be 250 GPM. Automatic dry pipe sprinkler system for the exterior covered Secured Shipping Shed area shall be designed in accordance with Extra Hazard Group 2 occupancy requirements and shall be capable of providing a minimum design density of 0.40 GPM per square foot over the entire area. Maximum protection area per sprinkler head shall be 100 square feet. Hose allowance shall be 500 GPM. Install Tyco Model ELO-231 upright sprinklers with K-factor of 11.2. Automatic dry pipe sprinkler system for the tower will be designed in accordance with Ordinary Hazard Group 1 occupancy requirements and will be capable of providing a minimum design density of 0.15 GPM per square foot over the hydraulically most remote 1,950 square feet. Maximum protection area per sprinkler head will be 130 square feet. Hose allowance will be 250 GPM. Separate automatic single interlock preaction sprinkler systems in Data Center #218 and Anechoic Chamber#279 on the 2nd Floor shall be designed to Ordinary Hazard Group 1 occupancy with a minimum design density of 0.15 GPM per square foot over the entire room. Maximum protection area per sprinkler head in Data Center #218 shall be 130 square feet, and 80 square feet for the retractable telescoping pendent sprinklers in Anechoic Chamber#279. Hose allowance shall be 250 GPM. A hydrant flow test was conducted on 4/21/09 by Northampton Water Authority and witnessed by FM Global. The results of the hydrant flow test were; 106psi static pressure, 91 psi residual pressure at a flow of 1,247gpm. The fire service for the building is a single 8" fire service with no post indicator valve and an 8" double check valve type backflow preventer located in the sprinkler valve room. Water is supplied from municipal water mains. A 4" Storz fire department connection will be installed on the exterior wall of the sprinkler valve room. Two Page 4 v Kollmorgen Electro Optical October 30,2009 Northampton,MA Section 4—Fire Protection Systems to be Installed FIRE SPRINKLER SYSTEMS System Description: Automatic sprinkler protection is provided throughout the entire building in accordance with NFPA 13, 2007 edition, as required by MGL 148 and 780 CMR, 7th edition, chapter 9. In accordance with all applicable current codes, an automatic wet pipe sprinkler system will be provided for all heated areas of the building. An automatic dry pipe system will be provided in the exterior loading dock area, secured shipping shed, and in the tower. A-standpipe system is not required for this building as permitted by The Massachusetts State Building Code, 780 CMR, 7th edition, Chapter 905.3. The sprinkler system installed in areas of the building having corridors, reception/lobbies, toilet rooms, lockers, offices, open office areas, conference rooms, cafe seating area, fitness area, and similar spaces will be hydraulically designed for Light Hazard occupancy requirements having a design criteria of 0.10gpm/sf over 1,500sf with 100gpm hose allowance. Maximum sprinkler spacing will be 225 sq. ft. Automatic sprinkler systems in mechanical rooms, boiler rooms, electrical/tel data rooms, storage rooms, janitor's closets, coat closets, IDF Rooms, staging rooms, environmental chambers room, future clean room, and similar spaces will be designed to ordinary hazard occupancy Group I and will be capable of providing a minimum design density of 0.15 GPM per square foot over the hydraulically most remote 1,500 square feet. Maximum protection area per sprinkler head shall be 130 square feet. Hose allowance shall be 250 GPM. Automatic sprinkler systems in machine shops, testing labs, printing/repro room, manufacturing/assembly areas, stab assembly, 2nd floor Open Storage Room, and similar spaces shall be designed to ordinary hazard occupancy Group 2 and shall be capable of providing a minimum design density of 0.20 GPM per square foot over the hydraulically most remote 2,500 square feet. Maximum protection area per sprinkler head shall be 130 square feet. Hose allowance shall be 500 GPM. Automatic sprinkler systems in paint room, waste storage, and chemical storage will be designed to extra hazard occupancy Group 2 and will be capable of providing a minimum design density of 0.40 GPM per square foot over the hydraulically most remote 2,500 square feet. Maximum protection area per sprinkler head will be 100 square feet. Hose allowance will be 500 GPM. Automatic sprinkler systems in 1 st floor shipping receiving area, finished stores room, and GFWDepot/Stores room shall be designed to NFPA 13 and FM Global requirements for 10 foot high solid piled, bin box and shelf storage of uncartoned Page 3 Kollmorgen Electro Optical October 30,2009 Northampton,MA G.a) BASIS (METHODOLOGY) OF DESIGN Section 1 —Building Description Refer to Architect Section 2—Applicable Laws, Regulations and Standards The following Laws, Regulations and Standards were reviewed in preparation of the fire protection and fire alarm system plans and specifications for this facility: a) 780 CMR code sections "Fire Protection.System Requirements" b) NFPA Standards for the design of the fire protection system. c) The applicability of Sections M.G.L., Chapter 148, "Fire Protection". d) The applicability of Section of 527 CMR"Fire Prevention Regulations". e) The applicability of Northampton, MA local by-laws and ordinances. f) The applicability of Federal Laws (OSHA, ADA) The applicable Laws, Regulations and Standards have been reviewed and incorporated in the design. Section 3 - Design Responsibility for Fire Protection Systems AHA Consulting Engineers, as the Professional Engineer (PE) will provide a partial (preliminary) design including design criteria and drawings, and calculations to be used by the installing subcontractor. The installing subcontractor will produce shop drawings and calculations of the proposed system installation as well as manufacturer's data sheets on products that will be installed. The PE will review and approve the installing contractor's final layout and equipment selection. AHA Consulting Engineers (PE) is the engineer of record and will review the system design and installation for code compliance. Fire Protection Systems & Domenic A. Ciolino Fire Alarm System: MA PE# 41630, Fire Protection AHA Consulting Engineers, Inc. 10 Maguire Road, Suite 121 Lexington, MA 02421 (781) 372-3000 HVAC: Thomas Wisnaskas MA PE# 41859, Mechanical AHA Consulting Engineers, Inc. 10 Maguire Road, Suite 121 Lexington, MA 02421 (781) 372-3000 Page 2 s FIRE PROTECTION SYSTEMS NARRATIVE REPORTS 780 CMR-901.7.1.1 KOLLMORGEN ELECTRO-OPTICAL Village Hill Northampton, Massachusetts Prepared By: AHIA CONSULTING ENGINEERS 10 Maguire woad, Suite 121 Lexington, MA 02421 (791)372-3000;(791)372-3 100fax www_aha-engi neers_com Prepared For: Northampton Fire Department 26 Carlon Drive Northampton, MA 01060 October 30, 2009 Total Proposed Watts= 111969 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Proposed Watts is greater than or equal to zero,the building complies. Total Allowed Watts= 142455 Total Proposed Watts= 111969 Project Compliance= 30486 Project Title: Kollmorgen Electro-Optical Report date: 11/02/09 Data filename:G:\Projects\2009-Boston\A0112-003.00\Calculations\ELEC\kollmorgen.cck Page 5 of 5 r Linear Fluorescent 1 copy 2:H2:2x4 Fluorescent/48"T8 32W/Electronic 2 13 65 845 Incandescent 1:W:Track/Other 1 1 1050 1050 HID 1 copy 3:C:4"Dia Metal Halide downlight/Other/Standard 1 3 39 117 Compact Fluorescent 2 copy 1:H:2x2 Fluorescent/Other/Electronic 1 3 57 171 Common Space Types:Corridor/Transition(11770 sq.ft.) Compact Fluorescent 1 copy 2:B:4 1/2"Aperture Downlight/Triple 4-pin 18W/ 1 111 16 1998 Electronic Compact Fluorescent 2 copy 1:H:2x2 Fluorescent/Other/Electronic 1 42 57 2394 Linear Fluorescent 1 copy 2:1-12:2x4 Fluorescent/48"T8 32W/Electronic 2 15 65 975 Linear Fluorescent 7:U:4'Hi-Bay Fluorescent Strip/48"T8 32W/Electronic 2 3 65 195 Linear Fluorescent 8:V:4x4 Fluorescent fixture/46"T5 HO 54W/Electronic 8 1 512 512 Compact Fluorescent 18:R:Wall Wash/Twin Tube 36/39W/Electronic 1 3 37 111 Linear Fluorescent 27 copy 1:D:2'Cove Fixture/22"T5 14W/Electronic 1 10 16 160 Common Space Types:ElectricaVMechanical(4716 sq.ft.) Compact Fluorescent 2 copy 2:H:2x2 Fluorescent/Other/Electronic 1 1 57 57 Linear Fluorescent 1 copy 3:H2:2x4 Fluorescent/48"T8 32W/Electronic 2 18 65 1170 Linear Fluorescent 7 copy 1:U:4'Hi-Bay Fluorescent Strip/48"T8 32W/Electronic 2 30 65 1950 Linear Fluorescent 7 copy 2:U1:4'Fluorescent Strip/48"T8 32W/Electronic 2 5 65 325 Common,Space Types:Restrooms(3060 sq.ft.) Compact Fluorescent 1 copy 3:B:41/2"Aperture Downlight/Triple 4-pin 18W/ 1 4 18 72 Electronic Compact Fluorescent 2 copy 2:H:2x2 Fluorescent/Other/Electronic 1 43 57 2451 Linear Fluorescent 1 copy 4:H2:2x4 Fluorescent/48"T8 32W/Electronic 2 1 65 65 Common Space Types1nactive Storage(155 sq.ft.) Compact Fluorescent 2 copy 3:H:2x2 Fluorescent/Other/Electronic 1 3 57 171 Common Space Types:Active Storage(20915 sq.ft.)', Compact Fluorescent 2 copy 4:H:2x2 Fluorescent/Other/Electronic 1 4 57 228 Linear Fluorescent 1 copy 5:H2:2x4 Fluorescent/48"T8 32W/Electronic 2 35 65 2275 Linear Fluorescent 7 copy 3:U1:4'Fluorescent Strip/48"T8 32W/Electronic 2 3 65 195 Linear Fluorescent 7 copy 2:U:4'Hi-Bay Fluorescent Strip/48"T8 32W/Electronic 2 157 65 10205 Compact Fluorescent 1 copy 3:B:41/2"Aperture Downlight/Triple 4-pin 18W 1 1 2 18 36 Electronic Common Space Types:Lounge/Recreation(11,70 sq.ft.) Compact Fluorescent 1 copy 4:B:41/2"Aperture Downlight/Triple 4-pin 18W/ 1 10 18 180 Electronic Linear Fluorescent 1 copy 6:H2:2x4 Fluorescent/48"T8 32W/Electronic 2 8 65 520 Gymnasium/Exercise Center:Exercfse Area(1240 sq.ft.) Linear Fluorescent 1 copy 7:H2:2x4 Fluorescent/48"T8 32W/Electronic 2 8 65 520 Common Space'Types:Food Preparation(470 sq.ft.) Linear Fluorescent 1 copy 8:1-12:2x4 Fluorescent/48"T8 32W/Electronic 2 4 65 260 Common,Space Types:Stairs=Active(970 sq.ft.) Compact Fluorescent 2 copy 5:H:2x2 Fluorescent/Other/Electronic 1 1 57 57 Compact Fluorescent 6 copy 1:P:Decorative Pendant/Triple 4-pin 32W/Electronic 2 6 70 420 Linear Fluorescent 7 copy 3:U:4'Hi-Bay Fluorescent Strip/48"T8 32W/Electronic 2 3 65 195 Linear Fluorescent 1 copy 8:H2:2x4 Fluorescent/48"T8 32W/Electronic 2 3 65 195 Common Space Types:Dressing/locker/Fitting Room(260 sq.ft.) Linear Fluorescent 1 copy 9:H2:2x4 Fluorescent/48"T8 32W/Electronic 2 2 65 130 Common Space Types:Laboratory(24605 sq.ft.) Linear Fluorescent 1 copy 9:H2:2x4 Fluorescent/48"T8 32W/Electronic 2 62 65 4030 Linear Fluorescent 7 copy 4:U:4'Hi-Bay Fluorescent Strip 148"T8 32W/Electronic 2 53 65 3445 Linear Fluorescent 7 copy 4:U1:4'Fluorescent Strip/48"T8 32W/Electronic 2 24 65 1560 Linear Fluorescent 27:H3:2x4 Fluorescent/46"T5 HO 54W/Electronic 2 93 128 11904 Common Space Types:Lobby(1130 sq.ft.) Linear Fluorescent 8 copy 1:V:44 Fluorescent fixture/46"T5 HO 54W/Electronic 8 4 512 2048 HID 1:C:4"Dia Metal Halide downlight/Other/Standard 1 4 39 156 Halogen 2:J:Halogen downlight/Other 1 14 20 280 Linear Fluorescent 27 copy 2:D:2'Cove Fixture/22"T5 14W/Electronic 1 30 16 480 Halogen 3:Z:Downlight/Halogen MR-16 50W 1 3 50 150 Common Space Types:Laboratory(11900 sq.ft.) Linear Fluorescent 8 copy 2:V:4x4 Fluorescent fixture/46"T5 HO 54W/Electronic 8 60 512 30720 HID 1 copy 1:C:4"Dia Metal Halide downlight/Other/Standard 1 26 39 1014 Project Title: Kollmorgen Electro-Optical Report date: 11/02/09 Data filename:G:\Projects\2009-BostonW0112-003.00\Calculations\ELEC\kollmorgen.cck Page 4 of 5 ,y COMcheck Software Version 3.6.1 Interior Lighting Application Worksheet 90.1 (2007) Standard Section 1: Allowed Lighting Power Calculation A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B x C) Common Space Types:Classroom/Lecture/Training 1845 1.4 2583 Common Space Types:Office-Enclosed 2710 1.1 2981 Common Space Types:Office-Open Plan 32500 1.1 35750 Common Space Types:Conference/Meeting/Multipurpose 6775 1.3 8808 Common Space Types:Dining Area-Bar Lounge/Leisure 2460 1.4 3444 Common Space Types:Corridor/Transition 11770 0.5 5885 Common Space Types:Electrical/Mechanical 4716 1.5 7074 Common Space Types:Restrooms 3060 0.9 2754 Common Space Types:lnactive Storage 155 0.3 47 Common Space Types:Lounge/Recreation 1170 1.2 1404 Gymnasium/Exercise Center:Exercise Area 1240 0.9 1116 Common Space Types:Food Preparation 470 1.2 564 Common Space Types:Active Storage 20915 0.8 16732 Common Space Types:Stairs-Active 970 0.6 582 Common Space Types:Dressing/Locker/Fitting Room 260 0.6 156 Common Space Types:Laboratory 24605 1.4 34447 Common Space Types:Lobby 1130 1.3 1469 Common Space Types:Laboratory 11900 1.4 16660 Total Allowed Watts= 142455 Section 2: Proposed Lighting Power Calculation A B C D E Fixture ID:Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Common Space Types:ClassrooMLecturefTraining(1845 sq ft.) Linear Fluorescent 1 copy 2:H2:2x4 Fluorescent/48"T8 32W/Electronic 2 15 65 975 Common Space Types-.Office=.Enclosed(2710 sq ft.) Compact Fluorescent 2 copy 1:H:2x2 Fluorescent/Other/Electronic 1 11 57 627 Linear Fluorescent 1 copy 1:H2:2x4 Fluorescent/48"T8 32W/Electronic 2 21 65 1365 Common Space Types:Office-Open Plan(32500.sq.ft.) Compact Fluorescent 1:B:41/2"Aperture Downlight/Triple 4-pin 18W/Electronic 1 61 18 1098 Compact Fluorescent 2:H:2x2 Fluorescent/Other/Electronic 1 14 57 798 Linear Fluorescent 1:H2:2x4 Fluorescent/48"T8 32W/Electronic 2 242 65 15730 HID 1 copy 2:C:4"Dia Metal Halide downlight/Other/Standard 1 10 39 390 Common Space Types:Conference/Meeting/Multipurpose(6775'sq.ft..) Compact Fluorescent 1 copy 1:B:41/2"Aperture Downlight/Triple 4-pin 18W/ 1 28 18 504 Electronic Linear Fluorescent 1 copy 1:H2:2x4 Fluorescent/48"T8 32W/Electronic 2 44 65 2860 Compact Fluorescent 2 copy 2:H:2x2 Fluorescent/Other/Electronic 1 6 57 342 Linear Fluorescent 27:D1:2'Cove Fixture/22"T5 14W/Electronic 1 34 16 544 Incandescent 2:Al:4"Aperture downlight/Incandescent 60W 1 10 60 600 Common Space Types:Dining Area-Bar Lounge/Leisure(2460 sq.ft.) Compact Fluorescent 1 copy 1:B:4 112"Aperture Downlight/Triple 4-pin 18W/ 1 8 18 144 Electronic Project Title: Kollmorgen Electro-Optical Report date; 11/02/09 Data filename:G:\Projects\2009-Boston\A0112-003.00\Calculations\ELEC\kollmorgen.cck Page 3 of 5 t 24 hour operation lighting;patient care areas;where auto shutoff would endanger safety or security. Li 6. Master switch at entry to hotel/motel guest room. 7. Separate control device for display/accent lighting,case lighting,task lighting,nonvisual lighting,lighting for sale,and demonstration lighting. F-I 8. Tandem wired one-lamp and three-lamp ballasted luminaires(No single-lamp ballasts). Exceptions: Electronic high-frequency ballasts; Luminaires not on same switch; Recessed luminaires 10 ft.apart or surface/pendant not continuous; Luminaires on emergency circuits. Voltage Drop: O 9. Feeder conductors have been designed for a maximum voltage drop of 2 percent. ❑ 10.Branch circuit conductors have been designed for a maximum voltage drop of 3 percent. Section 4: Compliance Statement Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed lighting system has been designed to meet the 90.1 (2007)Standard requirements in COM(c�h�eckk Version 3.6.1 and to comply with the mand tery�equire ents'n the Requirements Checklist. Name-Title ure Date Section 5: Post Construction Compliance Statement Record Drawings and Operating and Maintenance Manuals: 1. Construction documents with record drawings and operating and maintenance manuals provided to the owner. Lighting Designer or Contractor Name Signature Date Project Title: Kollmorgen Electro-Optical _ _ Report date: 11/02/09 Data filename:G:\Projects\2009-Boston\A0112-003.00\Calculations\ELEC\kollmorgen.cck Page 2 of 5 COM check Software Version 3.6.1 Interior Lighting and Power Compliance Certificate 90.1 (2007) Standard Section 1: Project Information Project Type: New Construction Project Title: Kollmorgen Electro-Optical Construction Site: Owner/Agent: Designer/Contractor: Villiage Hil kollmorgen Electro-Optical Chuck Lavallee Northampton,MA AHA Consulting Engineers 10 Maguire rd. Lexington,MA 02421 Section 2: General Information Building Use Description by: Activity Type Activity Type(s) Floor Area Common Space Types:Classroom/Lecture/Training 1845 Common Space Types:Office-Enclosed 2710 Common Space Types:Office-Open Plan 32500 Common Space Types:Conference/Meeting/Multipurpose 6775 Common Space Types:Dining Area-Bar Lounge/Leisure 2460 Common Space Types:Corridor/Transition 11770 Common Space Types:Electrical/Mechanical 4716 Common Space Types:Restrooms 3060 Common Space Types:lnactive Storage 155 Common Space Types:Lounge/Recreation 1170 Gymnasium/Exercise Center:Exercise Area 1240 Common Space Types:Food Preparation 470 Common Space Types:Active Storage 20915 Common Space Types:Stairs-Active 970 Common Space Types:Dressing/Locker/Fitting Room 260 Common Space Types:Laboratory 24605 Common Space Types:Lobby 1130 Common Space Types:Laboratory 11900 Section 3: Requirements Checklist Interior Lighting: 1. Total proposed watts must be less than or equal to total allowed watts. Allowed Watts Proposed Watts Complies 142455 111969 YES 2. Exit signs 5 Watts or less per sign. Controls, Switching,and Wiring: Ll 3. Independent manual or occupancy sensing controls for each space(remote switch with indicator allowed for safety or security). 4. Occupant sensing control in class rooms,conference/meeting rooms,and employee lunch and break rooms. Exceptions: Spaces with multi-scene control;shop classrooms,laboratory classrooms,and preschool through 12th grade classrooms. 5. Automatic shutoff control for lighting in>5000 sq.ft buildings by time-of-day device,occupant sensor,or other automatic control. Exceptions: Project Title: Kollmorgen Electro-Optical Report date: 11/02/09 Data filename:G:\Projects\2009-Boston\A0112-003.00\Calculations\ELEC\kollmorgen.cck Page 1 of 5 NORTHAMPTON October 30, 2009, MECHANICAL DESIGN AFFIDAVIT To the Building Commissioner of Northampton, MA. Re: Kollmorgen Electro Optical Village Hill,Northampton, MA I certify that to the best of my knowledge, information and belief, the plans and computations are in accordance with the requirements for the Massachusetts State Building Code and all other pertinent laws and ordinances. t11S1, ,s <�, MF r ` Thomas M. Wisnaskas, PE NX- Engineer—Massachusetts Reg. No. 41859 AHA Consulting Engineers - �®�, 1 r"�� 10 Maguire Road, Suite 121 , '��CRE.S Gp Notary Public Lexington, MA 02421 oii°N+ ;lld►�, _ Phone: 781-372-3000 �My Commission Expires Fax: 781-372-3100 �ivrv�ra G:\Projects\2009-Boston\A0112-003.00\AfSdavits\Design\Mechanical Design Affidavit 10-30-09.docx �. dt Y,y�aarrst�'�' NORTHAMPTON October 30, 2009, ELECTRICAL DESIGN AFFIDAVIT To the Building Commissioner of Northampton, MA. Re: Kollmorgen Electro Optical Village Hill,Northampton, MA I certify that to the best of my knowledge, information and belief,the plans and computations are in accordance wii dents for the Massachusetts State Building Code and all other pertinent laws c� nan '� � S mar Bruce D. Swanton,' 4 +A Engineer—Massachusetts Reg. No. 35501 AHA Consulting Engineers, In,,�.,»,,,,, 10 Maguire Road, Suite 121 'STIR •S Co Notary Publitc NO Lexington, MA 02421 �' ��© Ell Phone: 781-372-3000 y Commission Expires Fax: 781-372-3100 G:\Projects\2009-Boston\A0112-003.00\Affidavits\Design\Electrical Design Affidavit 10-30-09.docx Yom . NORTHAMPTON October 30, 2009, FIRE PROTECTION DESIGN AFFIDAVIT To the Building Commissioner of Northampton, MA. Re: Kollmorgen Electro Optical Village Hill,Northampton, MA I certify that to the best of my knowledge, information and belief,the plans and computations are in accordance with the requirements for the Massachusetts State Building Code and all other pertinent s an -.ordina ces. 9� CIOLiiJO a'.�1, FIF,F PROTECT10NM Domenic A. Ciolino, PE ru. " 4 11630 T� A4 Engineer—Massachusetts Reg. No. 41630 AHA Consulting Engineers, In 10 Maguire Road, Suite 121 JOXRL Notary P Lexington, MA 02421 Phone: 781-372-3000 Commission Expires Fax: 781-372-3100 G:\Projects\2009-Boston\A0112-003.MAffidavits\Design\FIRE PROTECTION Design Affidavit 10-30-09.docx NORTHAMPTON October 30, 2009, PLUMBING DESIGN AFFIDAVIT To the Building Commissioner of Northampton, MA. Re: Kollmorgen Electro Optical Village Hill, Northampton, MA so Awee I certify that to the best of my knowledge, information and belief, the plans and computations are in accordance with the requirements for the Massachusetts State Building Code and all other pertinent laws and ordinances. 1000 A10) I L evwo� C tMA ISO E# A. MECHAPOCAL a. Daniel A. Campia, PE Ito.3400 A. Engineer—Massachusetts Reg. No. 34040 AHA Consulting Engineers, & s 10 Maguire Road, Suite 121 �C�•� 4 Notary Pub is Lexington, MA 02421 r 4 Phone: 781-372-3000 Commission Expires Fax: 781-372-3100 �'na�ccce+ G:\Projects\2009-Boston\P.0112-003.00\Affidavits\Design\Plumbing Design Affidavit 10-30-09.docx