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11-001 (18) • All the horn/strobes alarms throughout the common spaces within the buildings will sound • All strobe alarms in bathrooms will be activated • Mini-horns in bedrooms and horn/strobes inside the living units. • The exterior beacon light will activate • The cellular notification function in the fire alarm control panel will activate to notify the third parry alarm/fire monitoring company. The fire/alarm monitoring company will notify the nearest fire department. • The locations of the problem area will be digitally registered and appear on the annunciator panel at the building entry and on the fire alarm control panel. • When either fire protection low pressure switch, or fire protection tamper switch is activated, it will, in turn, activate the Fire Alarm Control Panel (FACP) causing it to go into supervisory mode. At this point, the FACP will contact the monitoring company and the monitoring company will them follow Protocol Procedures. • When any one or more of the following occur: open-wire, short circuit, ground fault, or low battery, the FACP be activated causing it to go into trouble condition mode. At this point,the FACP will contact the monitoring company and the monitoring company will then follow Protocol Procedures. In the building, all public areas, including egress stairs will be equipped with alarm signaling hard-wired interconnected smoke detectors. These detectors will: • Sound fire alarm horn/strobe throughout the public and unit spaces within the building • Alert the Alarm/Fire monitoring company through a cellular notification connection in the Fire Alarm Control Panel. Under provision 780 CMR 8`" Edition (2009 International Building Code wish Massachusetts Amendments) 907.2.11.2 and 907.2.11.3, local smoke detectors will be located in each dwelling unit within six feet (6') of all bedrooms entries and all bedrooms shall also be equipped with a local smoke detector. These detectors will: • Sound an audible alarm within the living unit only • In hearing impaired units the alarm shall be horn/strobe alarms • These shall be interconnected within the living unit so that and detection by one detector will activate all alarms within the living unit. Local smoke detectors, including combination detectors, are hard-wired; and are required to have battery back-up. In the event of an emergency, all building occupants will leave the building through the egressway routes of unit exit doors. In the event of a loss of power, these interior and exterior egressways routes will be clearly delineated with emergency lighting and powered exit signage. 3 Fire Detection and Alarm System Components: Per 780 CMR 8th Edition (2009 International Building Code with Massachusetts Amendments) 907.2.9, 907.4.2.1, and 907.5,the entire building shall be equipped with a complete, hardwired, addressable fire detection and alarm system. This system will include: • Addressable fire alarm control panel in the electric/telecommunications closet in the mechanical area including connections telephone connection to allow for alarm monitoring company notification • Addressable annunciator panel at central entrance of the building • Exterior beacon light over central entry where annunciator is located. • Smoke detectors in common hallways, stairways, common areas,and storage. • Audible/visible alarms (horn/strobes) alarms in all common areas, hallways, stairs and one in each living unit. • Visible alarms (strobes) in all bathrooms in units designated for the hearing impaired. • The fire alarm strobe (and strobe/horns) come equipped with a tamper proof enclosure and 8 candela settings as follows; 15/15.75/30/75/95/110/135/185. These units are set by the contractor with direction and approval of the Fire Department prior to installation. • Mini-horns in all bedrooms. • Heat detector in mechanical room, electric room, crawl spaces and one in each living unit. • Heat detectors in common laundry • Pull stations at all shared exterior doors • Tie-ins to building fire protection/sprinkler system with flow,tamper, low pressure, and inspector valve connections. • Battery system to support and allow system to continue to function for the period of time stipulated in Massachusetts Building Code and NFPA requirements. This system and these items are all delineated in the appended drawings. Fire Detection System Location Map: At the annunciator panel and at the fire alarm control panel there will be plans of the entire building with the location of all fire detection and alarm components shown. This will be posted on the wall next to these two components of the system. Fire Detection and Alarm System Function and Operation: In the event that one of the following events occur: • Smoke activates one or more smoke detectors in any space • Heat detector is activated in any space • Any pull station is pulled at any common exterior door • The connections to the fire protection/sprinkler activates The smoke/fire detection/alarm system will function as follows: 2 ELTON + HAMPTON ARCHITECTS 4 March 2013 Housing for Veterans — Building D: Fire Detection and Alarm System Narrative 425 North Main Street, Leeds, MA ➢ Building Information, Use, Current Features, and Project Overview: The project includes the construction of a two story building containing twelve (12) residential units, and a common area with common laundries, wheelchair lift, storage, and electrical/mechanical area. The building is 7,025 gr. sq. ft.. In accordance with both CMR 24, and IBC(2009)- Section 907.2.9,the building fall under the requirements of R- 2—Multi-family Residential. The building at twelve (12) units and exceeds the six unit maximum and is being constructed as a 5B—Wood Frame—Un-Protected system,with the required fire separations, means of egress, and fire detection/alarm requirements stipulated in those above-stated codes, and NFPA requirements. The proposed scope of work includes adding the following features to the building: Carbon Monoxide Detections: Per 527 CMR 31, one carbon monoxide detector shall be installed in each location where there are fossil-burning systems or appliances, including mechanical room. There will also be one carbon monoxide detector placed in each living unit. The proposed location of the CO detector is placed in the unit hallways outside the bedroom within 10' of all bedroom doors, as is stipulated in 527 CMR 31.04(1)b. In accordance with 527 CMR 31 - Explanation of Carbon Monoxide function: When a Carbon Monoxide detector is activated, it will, in turn, activate the Fire Alarm Control Panel (FACP) causing it to go into separate and distinct supervisory mode. At this point, the FACP will contact the 3rd Party monitoring company; this 3rd Parry monitoring company will then follow Protocol Procedures which allows the fire department personnel to know that the CO detector has activated and that this must be investigated immediately, but will not set off the general alarm and will not fall into the normal supervisory protocol of permitting a delayed investigation. This is delineated in the appended drawings. Primarvlfastern Massachusetts Office: 103 Terrace Street Roxbury, MA 02120 tel. (617) 708-1071 NickgEltonHamptonArchitects.com Western Massachusetts Office: 104 West Street Sandisfield, MA. 01255 I hope that is provides the information that you require. If you have further questions or comments,please do not hesitate to contact meat 617-708-1071. 1 thank you for your attention to this matter. Since y, �5 s P. r WcH�g ELTON NO.4923 Nicholas Elton, Mass. Reg. Architect#4923 4 • All the horn/strobes alarms throughout the common spaces within the buildings will sound • All strobe alarms in bathrooms will be activated • Mini-horns in bedrooms and horn/strobes inside the living units. • The exterior beacon light will activate • The cellular notification function in the fire alarm control panel will activate to notify the third party alarm/fire monitoring company. The fire/alarm monitoring company will notify the nearest fire department. • The locations of the problem area will be digitally registered and appear on the annunciator panel at the building entry and on the fire alarm control panel. • When either fire protection low pressure switch, or fire protection tamper switch is activated, it will, in turn, activate the Fire Alarm Control Panel (FACP) causing it to go into supervisory mode. At this point,the FACP will contact the monitoring company and the monitoring company will them follow Protocol Procedures. • When any one or more of the following occur: open-wire, short circuit, ground fault, or low battery, the FACP be activated causing it to go into trouble condition mode. At this point, the FACP will contact the monitoring company and the monitoring company will then follow Protocol Procedures. In the building, all public areas, including egress stairs will be equipped with alarm signaling hard-wired interconnected smoke detectors. These detectors will: • Sound fire alarm horn/strobe throughout the public and unit spaces within the building • Alert the Alarm/Fire monitoring company through a cellular notification connection in the Fire Alarm Control Panel. Under provision 780 CMR 8`h Edition (2009 International Building Code with Massachusetts Amendments) 907.2.11.2 and 907.2.11.3, local smoke detectors will be located in each dwelling unit within six feet (6') of all bedrooms entries and all bedrooms shall also be equipped with a local smoke detector. These detectors will: • Sound an audible alarm within the living unit only • In hearing impaired units the alarm shall be horn/strobe alarms • These shall be interconnected within the living unit so that and detection by one detector will activate all alarms within the living unit. Local smoke detectors, including combination detectors, are hard-wired; and are required to have battery back-up. In the event of an emergency, all building occupants will leave the building through the egressway routes of unit exit doors. In the event of a loss of power, these interior and exterior egressways routes will be clearly delineated with emergency lighting and powered exit signage. 3 Fire Detection and Alarm System Components: Per 780 CMR 8th Edition (2009 International Building Code with Massachusetts Amendments) 907.2.9, 907.4.2.1, and 907.5,the entire building shall be equipped with a complete,hardwired, addressable fire detection and alarm system. This system will include: • Addressable fire alarm control panel in the electric/telecommunications closet in the mechanical area including connections telephone connection to allow for alarm monitoring company notification • Addressable annunciator panel at central entrance of the building • Exterior beacon light over central entry where annunciator is located. • Smoke detectors in common hallways, stairways, common areas, and storage. • Audible/visible alarms (horn/strobes) alarms in all common areas,hallways, stairs and one in each living unit. • Visible alarms (strobes) in all bathrooms in units designated for the hearing impaired. • The fire alarm strobe (and strobe/horns) come equipped with a tamper proof enclosure and 8 candela settings as follows; 15/15.75/30/75/95/110/135/185. These units are set by the contractor with direction and approval of the Fire Department prior to installation. • Mini-horns in all bedrooms. • Heat detector in mechanical room, electric room, crawl spaces and one in each living unit. • Heat detectors in common laundry • Pull stations at all shared exterior doors • Tie-ins to building fire protection/sprinkler system with flow,tamper, low pressure, and inspector valve connections. • Battery system to support and allow system to continue to function for the period of time stipulated in Massachusetts Building Code and NFPA requirements. This system and these items are all delineated in the appended drawings. Fire Detection System Location Map: At the annunciator panel and at the fire alarm control panel there will be plans of the entire building with the location of all fire detection and alarm components shown. This will be posted on the wall next to these two components of the system. Fire Detection and Alarm System Function and Operation: In the event that one of the following events occur: • Smoke activates one or more smoke detectors in any space • Heat detector is activated in any space • Any pull station is pulled at any common exterior door • The connections to the fire protection/sprinkler activates The smoke/fire detection/alarm system will function as follows: 2 ELTON + HAMPTON ARCHITECTS 4 March 2013 Housing for Veterans — Building C: Fire Detection and Alarm System Narrative 425 North Main Street, Leeds,MA A Building Information, Use, Current Features, and Project Overview: The project includes the construction of a two story building containing twelve(12) residential units, and a common area with common laundries, wheelchair lift, storage, and electrical/mechanical area. The building is 7,025 gr. sq. ft.. In accordance with both CMR 24, and IBC(2009) - Section 907.2.9,the building fall under the requirements of R- 2—Multi-family Residential. The building at twelve (12) units and exceeds the six unit maximum and is being constructed as a 513 —Wood Frame—Un-Protected system, with the required fire separations, means of egress, and fire detection/alarm requirements stipulated in those above-stated codes, and NFPA requirements. The proposed scope of work includes adding the following features to the building: Carbon Monoxide Detections: Per 527 CMR 31, one carbon monoxide detector shall be installed in each location where there are fossil-burning systems or appliances, including mechanical room. There will also be one carbon monoxide detector placed in each living unit. The proposed location of the CO detector is placed in the unit hallways outside the bedroom within 10' of all bedroom doors, as is stipulated in 527 CMR 31.04(1)b. In accordance with 527 CMR 31 - Explanation of Carbon Monoxide function: When a Carbon Monoxide detector is activated, it will, in turn, activate the Fire Alarm Control Panel (FACP) causing it to go into separate and distinct supervisory mode. At this point, the FACP will contact the 3`d Party monitoring company; this 3`a Party monitoring company will then follow Protocol Procedures which allows the fire department personnel to know that the CO detector has activated and that this must be investigated immediately,but will not set off the general alarm and will not fall into the normal supervisory protocol of permitting a delayed investigation. This is delineated in the appended drawings. Primary/Eastern Massachusetts Office: 103 Terrace Street Roxbury, MA 02120 tel. (617) 708-1071 Nick(a?EltonliamptonArchitects.com Western Massachusetts Office: 104 West Street Sandisfield, MA. 01255 I hope that is provides the information that you require. If you have further questions or comments,please do not hesitate to contact meat 617-708-1071. I thank you for your attention to this matter. Sinc e f TA Tn ' 1 VN 4423 Nicholas Elton, Mass. Re .Ar chitect#4923 4 • All the horn/strobes alarms throughout the common spaces within the buildings will sound • All strobe alarms in bathrooms will be activated • Mini-horns in bedrooms and horn/strobes inside the living units. • The exterior beacon light will activate • The cellular notification function in the fire alarm control panel will activate to notify the third party alarm/fire monitoring company. The fire/alarm monitoring company will notify the nearest fire department. • The locations of the problem area will be digitally registered and appear on the annunciator panel at the building entry and on the fire alarm control panel. • When either fire protection low pressure switch, or fire protection tamper switch is activated, it will, in turn, activate the Fire Alarm Control Panel (FACP) causing it to go into supervisory mode. At this point,the FACP will contact the monitoring company and the monitoring company will them follow Protocol Procedures. • When any one or more of the following occur: open-wire, short circuit, ground fault,or low battery, the FACP be activated causing it to go into trouble condition mode. At this point, the FACP will contact the monitoring company and the monitoring company will then follow Protocol Procedures. In the building, all public areas, including egress stairs will be equipped with alarm signaling hard-wired interconnected smoke detectors. These detectors will: • Sound fire alarm horn/strobe throughout the public and unit spaces within the building • Alert the Alarm/Fire monitoring company through a cellular notification connection in the Fire Alarm Control Panel. Under provision 780 CMR 81h Edition (2009.International Building Code with Massachusetts Amendments) 907.2.11.2 and 907.2.11.3, local smoke detectors will be located in each dwelling unit within six feet (6') of all bedrooms entries and all bedrooms shall also be equipped with a local smoke detector. These detectors will: • Sound an audible alarm within the living unit only • In hearing impaired units the alarm shall be horn/strobe alarms • These shall be interconnected within the living unit so that and detection by one detector will activate all alarms within the living unit. Local smoke detectors, including combination detectors, are hard-wired; and are required to have battery back-up. In the event of an emergency, all building occupants will leave the building through the egressway routes of unit exit doors. In the event of a loss of power,these interior and exterior egressways routes will be clearly delineated with emergency lighting and powered exit signage. 3 Fire Detection and Alarm System Components: Per 780 CMR 8 1 Edition (2009 International Building Code with Massachusetts Amendments) 907.2.9, 907.4.2.1, and 907.5, the entire building shall be equipped with a complete, hardwired, addressable fire detection and alarm system. This system will include: • Addressable fire alarm control panel in the electric/telecommunications closet in the mechanical area including connections telephone connection to allow for alarm monitoring company notification • Addressable annunciator panel at central entrance of the building • Exterior beacon light over central entry where annunciator is located. • Smoke detectors in common hallways, stairways, common areas, and storage. • Audible/visible alarms (horn/strobes) alarms in all common areas, hallways, stairs and one in each living unit. • Visible alarms (strobes) in all bathrooms in units designated for the hearing impaired. • The fire alarm strobe (and strobe/horns) come equipped with a tamper proof enclosure and 8 candela settings as follows; 15/15.75/30/75/95/110/135/185. These units are set by the contractor with direction and approval of the Fire Department prior to installation. • Mini-horns in all bedrooms. • Heat detector in mechanical room, electric room, crawl spaces and one in each living unit. • Heat detectors in common laundry • Pull stations at all shared exterior doors • Tie-ins to building fire protection/sprinkler system with flow, tamper, low pressure, and inspector valve connections. • Battery system to support and allow system to continue to function for the period of time stipulated in Massachusetts Building Code and NFPA requirements. This system and these items are all delineated in the appended drawings. Fire Detection System Location Map: At the annunciator panel and at the fire alarm control panel there will be plans of the entire building with the location of all fire detection and alarm components shown. This will be posted on the wall next to these two components of the system. Fire Detection and Alarm System Function and Operation: In the event that one of the following events occur: • Smoke activates one or more smoke detectors in any space • Heat detector is activated in any space • Any pull station is pulled at any common exterior door • The connections to the fire protection/sprinkler activates The smoke/fire detection/alarm system will function as follows: 2 ZZ/ ELTON + HAMPTON ARCHITECTS 4 March 2013 Housing for Veterans — Building B: Fire Detection and Alarm System Narrative 425 North Main Street, Leeds, MA ➢ Building Information, Use, Current Features, and Project Overview: The project includes the construction of a two story building containing ten(10) residential units, and a common area with common laundries,wheelchair lift, storage, and electrical/mechanical area. The building is 6,052 gr. sq. ft.. In accordance with both CMR 24, and IBC(2009) - Section 907.2.9, the building fall under the requirements of R- 2—Multi-family Residential. The building at ten (10) units and exceeds the six unit maximum and is being constructed as a 5B—Wood Frame—Un-Protected system,with the required fire separations, means of egress, and fire detection/alarm requirements stipulated in those above-stated codes, and NFPA requirements. The proposed scope of work includes adding the following features to the building: Carbon Monoxide Detections: Per 527 CMR 31, one carbon monoxide detector shall be installed in each location where there are fossil-burning systems or appliances, including mechanical room. There will also be one carbon monoxide detector placed in each living unit. The proposed location of the CO detector is placed in the unit hallways outside the bedroom within 10' of all bedroom doors, as is stipulated in 527 CMR 31.04(1)b. In accordance with 527 CMR 31 - Explanation of Carbon Monoxide function.: When a Carbon Monoxide detector is activated,it will, in turn, activate the Fire Alarm Control Panel (FACP) causing it to go into separate and distinct supervisory mode. At this point, the FACP will contact the 3'd Party monitoring company; this 3rd Party monitoring company will then follow Protocol Procedures which allows the fire department personnel to know that the CO detector has activated and that this must be investigated immediately,but will not set off the general alarm and will not fall into the normal supervisory protocol of permitting a delayed investigation. This is delineated in the appended drawings. Primary/Eastern Massachusetts Office: 103 Terrace Street Roxbury, MA 02120 tel. (617) 708-1071 Nick EltoiiHamptonArchitects.eom Western Massachusetts Office: 104 West Street Sandisfield, MA. 01255 I hope that is provides the information that you require. If you have further questions or comments,please do not hesitate to contact meat 617-708-1071. 1 thank you for your attention to this matter. Since ly, P. r WHOM ELTON UL=3 Nicholas Elton, " Mass. Reg.Architect 4923 4 • All the horn/strobes alarms throughout the common spaces within the buildings will sound • All strobe alarms in bathrooms will be activated • Mini-horns in bedrooms and horn/strobes inside the living units. • The exterior beacon light will activate • The cellular notification function in the fire alarm control panel will activate to notify the third party alarm/fire monitoring company. The fire/alarm monitoring company will notify the nearest fire department. • The locations of the problem area will be digitally registered and appear on the annunciator panel at the building entry and on the fire alarm control panel. • When either fire protection low pressure switch, or fire protection tamper switch is activated, it will, in turn, activate the Fire Alarm Control Panel (FACP) causing it to go into supervisory mode. At this point,the FACP will contact the monitoring company and the monitoring company will them follow Protocol Procedures. • When any one or more of the following occur: open-wire, short circuit, ground fault, or low battery, the FACP be activated causing it to go into trouble condition mode. At this point, the FACP will contact the monitoring company and the monitoring company will then follow Protocol Procedures. In the building, all public areas,including egress stairs will be equipped with alann signaling hard-wired interconnected smoke detectors. These detectors will: • Sound fire alarm horn/strobe throughout the public and unit spaces within the building • Alert the Alarm/Fire monitoring company through a cellular notification connection in the Fire Alarm Control Panel. Under provision 780 CMR 81i Edition (2009 International Building Code with Massachusetts Amendments) 907.2.11.2 and 907.2.11.3, local smoke detectors will be located in each dwelling unit within six feet (6') of all bedrooms entries and all bedrooms shall also be equipped with a local smoke detector. These detectors will: • Sound an audible alarm within the living unit only • In hearing impaired units the alann shall be horn/strobe alarms • These shall be interconnected within the living unit so that and detection by one detector will activate all alarms within the living unit. Local smoke detectors, including combination detectors, are hardwired; and are required to have battery back-up. In the event of an emergency, all building occupants will leave the building through the egressway routes of unit exit doors. In the event of a loss of power, these interior and exterior egressways routes will be clearly delineated with emergency lighting and powered exit signage. 3 Fire Detection and Alarm System Components: Per 780 CMR 8th Edition (2009 International Building Code with Massachusetts Amendments) 907.2.9, 907.4.2.1, and 907.5,the entire building shall be equipped with a complete,hardwired, addressable fire detection and alarm system. This system will include: • Addressable fire alarm control panel in the electric/telecommunications closet in the mechanical area including connections telephone connection to allow for alarm monitoring company notification • Addressable annunciator panel at central entrance of the building • Exterior beacon light over central entry where annunciator is located. • Smoke detectors in common hallways, stairways, common areas, and storage. • Audible/visible alarms (horn/strobes) alarms in all common areas,hallways, stairs and one in each living unit. • Visible alarms (strobes) in all bathrooms in units designated for the hearing impaired. • The fire alarm strobe(and strobe/horns) come equipped with a tamper proof enclosure and 8 candela settings as follows; 15/15.75/30/75/95/110/135/185. These units are set by the contractor with direction and approval of the Fire Department prior to installation. • Mini-horns in all bedrooms. • Heat detector in mechanical room, electric room, crawl spaces and one in each living unit. • Heat detectors in common laundry • Pull stations at all shared exterior doors • Tie-ins to building fire protection/sprinkler system with flow, tamper, low pressure, and inspector valve connections. • Battery system to support and allow system to continue to function for the period of time stipulated in Massachusetts Building Code and NFPA requirements. This system and these items are all delineated in the appended drawings. Fire Detection System Location Map: At the annunciator panel and at the fire alarm control panel there will be plans of the entire building with the location of all fire detection and alarm components shown. This will be posted on the wall next to these two components of the system. Fire Detection and Alarm System Function and Operation: In the event that one of the following events occur: • Smoke activates one or more smoke detectors in any space • Heat detector is activated in any space • Any pull station is pulled at any common exterior door • The connections to the fire protection/sprinkler activates The smoke/fire detection/alarm system will function as follows: 2 ELTON + HAMPTON ARCHITECTS 4 March 2013 Housing for Veterans — Buildin2 A: Fire Detection and Alarm System Narrative 425 North Main Street, Leeds, MA ➢ Building Information, Use, Current Features, and Project Overview: The project includes the construction of a two story building containing ten (10) residential units, and a common area with common laundries, wheelchair lift, storage, and electrical/mechanical area. The building is 6,052 gr. sq. ft.. In accordance with both CMR 24, and IBC(2009) - Section 907.2.9,the building fall under the requirements of R- 2—Multi-family Residential. The building at ten (10) units and exceeds the six unit maximum and is being constructed as a 5B—Wood Frame—Un-Protected system, with the required fire separations,means of egress, and fire detection/alarm requirements stipulated in those above-stated codes, and NFPA requirements. The proposed scope of work includes adding the following features to the building: Carbon Monoxide Detections: Per 527 CMR 31, one carbon monoxide detector shall be installed in each location where there are fossil-burning systems or appliances, including mechanical room. There will also be one carbon monoxide detector placed in each living unit. The proposed location of the CO detector is placed in the unit hallways outside the bedroom within 10' of all bedroom doors, as is stipulated in 527 CMR 31.04(1)b. In accordance with 527 CMR 31 - Explanation of Carbon Monoxide function: When a Carbon Monoxide detector is activated, it will, in turn, activate the Fire Alarm Control Panel (FACP) causing it to go into separate and distinct supervisory mode. At this point, the FACP will contact the 3xd Party monitoring company; this 3'd Party monitoring company will then follow Protocol Procedures which allows the fire department personnel to know that the CO detector has activated and that this must be investigated immediately,but will not set off the general alarm and will not fall into the normal supervisory protocol of permitting a delayed investigation. This is delineated in the appended drawings. PrimarX(Eastern Massachusetts Office: 103 Terrace Street Roxbury, MA 02120 tel. (617) 708-1071 Nick k,EltonliamptonArchitects.com _Western Massachusetts Office: 104 West Street Sandisfield, MA. 01255 1. REDUCED PRESSURE BACKFLOW PREVENTOR INSTALL HORIZONTALLY 36"TO 48"ABOVE FLOOR AND 12" MIN. FROM ANY WALL 2. DOUBLE CHECK VALVE ASSEMBLY (HORIZ.) INSTALL 36"TO 48"ABOVE FLOOR AND 12" MIN. FROM ANY WALL 3. VERTICAL DOUBLE CHECK VALVE ASSEMBLY(VERT.) INSTALL 12" MIN FROM ANY WALL TO SYSTEM 00 0 1 -6" T G GALV. 1'-0" CROSS CONNECTION PLAN PIPE STAND FACILITY/OWNER: VA CENTRAL`NESTERN MASS HEALTHCARE SYSTEM 2" - AMES 20008 BACKFLOW W/ GR. ADDRESS: 421 N MAIN ST. LEEDS, MA 01053 BALL VALVES AND TAMPER SW. 421 NORTH MAIN ST LEEDS, MA SP NUMBER: N/A DCVA DETAIL PREPARER: JASON KAHAN P.E. COVENANT FIRE PROTECTION 62 WEST BROOK ST. SCALE: NTS MANCHESTER, NH 03101 855.517.7621 DATE: 2.14.2013 City of Northampton Department of Public Works Division of Water Supply 125 Locust Street Northampton,MAC 01060 Bacldlow Prevention Device Design Data Sheet Application for Installation Owner's e ti--� Address 2 �1 1 Telephone number - Facility Name > "u. ' ..¢ �t�VI AddreW LI it L- a Contact personoagent Telephone number of facility contact person 1 ( New facility �� Existing facility ryru General description for the need of the installation of a backflow device Device Data Manufacturer name A M e S Modal No. �G c'Cr` RPBP of or Double Check Valves f 4..� Sju 2), Hot or cold water unit _ d By-pass arrangement:Ycs or No Enact location af'device„ A,�,�c me, i t Water usage dawn stream of device Gate valve /V Ball valve r1/2 Butterfly valve_&4------ Plans and Spare Parts Required jktia"atlon coptra=is ponsi4le forwpRtUg a MW rubber pans Idt for dg&e A fWy labeled,detailed schematic of the potable and non potable water piping immediately surroundine the baWow prevention device installation showing: 1. Height above floor of the device 2. Distance from wall of the device 3. Type of chemical(s)used(if any)and the type of equipment ugsnum,and downstream of the device Please note block-*The schematic drawing must be al least 8 %s by l l inches with the following information in the completed title block. Submitted by: Plumber's signature: Plumber's license#: Owner/agent signature: Date: Aft formation listed above must be included on schematic dra ny- In addition,a fee of 565.00, made savable W the Qty of Northampton for each device application must be submitted to the D.PM,before any aapliggion will be processed; A permit form the plumbing inspector may be necessary for the installation of these devices. Appmvals or denials of this application will be sent&rectly to the owner. If you have any questions, Please call the Department of Public Works at 413-587-1570. Official DPW use only: Approval: Denial: Job: HOUSING FOR VETERANS Device Graphs Pressure vs. Flow Function Design Area: 1; Supply Ref.: W1; Supply Name:W1 too 95- ._ ____. -_._ ___ T t 85 -- — __ _ }_.__. __ ,_..,_ _. __ ._ ,____... N_.. __._____._ .... _. .. 75- _........... __. __ ....._. _._ __ r 65 fA 60 6 55 r , ° — N 50 N � ; y 45 L i : , 40 i -- i 30 ( _ 25 S 1 r I � i i 15- __ -_____ 10 .___., 0- O O C O O C O O O O C O O O Flow,gpm Pressure Loss Function Design Area: 1; BFP Ref.: 0215 (Ames2000B, Size = 2) i T69 6.69 ; 5.7 psi @59.6IPM 5.69 CL L 7 N N - aL 2.69 IM e -- f rl Flow,gpm File:C:\Users\Vasilis\appdata\local\temp\leeds ma_side_FP2_1_1_6044.sv$ Date 1/16/2013 Copyright©2002-2012 Tyco Fire Protection Products Page 10 Job : HOUSING FOR VETERANS Hydraulic Calculations PIPE INFORMATION Path No: 4 S4 40.5 4.2 15.4 1 lx(BM.Tee-Br)=5 21.29 150 13.5 0004 21.5 15.4 1.101 2x(BM.90)=10 16 0.0419 8.2 lx(BM.Tee-Run)=1 37.29 1.6 0004 23.3 • Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. • Maximum Velocity of 10.35 ft/s occurs in the following pipe(s): (0005-0004) File:C:\Users\Vasilis\appdata\local\temp\leeds ma_side_FP2_1_1_6044.sv$ Date 1/16/2013 Copyright©2002-2012 Tyco Fire Protection Products Page 9 Job:HOUSING FOR VETERANS Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/Psi V2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 S2 40.5 4.2 14.4 1 1X(BM.Tee-Run)=1 29 150 11.8 0012 21.5 14.4 1.101 2x(BM.Tee-Br)=10 26 0.0369 8.2 3x(BM.90)=15 55 2 0012 21.5 14.5 1 2x(BM.90)=10 7.02 150 22 0022 21.5 28.9 1.101 10 0.1339 0 17.021 2.3 0022 21.5 0 1.5 1X(BM.Tee-Run)=1 22.39 150 24.3 0015 12 28.9 1.598 2x(BM.90)=16 17 0.0218 4.1 39.39 0.9 0015 12 30.7 1.5 2x(BM.90)=16 65.52 150 29.3 0064 3 59.6 1.598 2x(BM.Tee-Run)=2 26 0.0835 3.9 1X(BM.Tee-Br)=8 91.52 7.6 0064 3 0 2 lx(coupling)=1.3 1.14 150 40.8 0065-0 3 59.6 2.003 1.3 0.0278 0 2.43 0.1 0065-0 3 0 2 1.63 0 40.9 Ames2000B 0065-I 3 59.6 0 0 3.5122 0 1.63 5.7 0065-I 3 0 2 lx(us.90)=6.48 11.21 150 46.6 0067 -5 59.6 2.003 lx(BM.90)=10 16.48 0.0278 3.5 27.69 0.8 0067 -5 0 4 2x(us.90)=36.66 1039.1 140 50.8 W1 -5 59.6 4.3 1x(us.Tee-Br)=36.66 3 0.0008 0 73.31 0.9 1112.4 4 VV1 51.7 Path No: 2 S1 40.5 4.2 14.5 1 2x(BM.Tee-Br)=10 24.67 150 11.9 0012 21.5 14.5 1.101 3x(BM.90)=15 26 0.0373 8.2 1X(BM.Tee-Run)=1 50.67 1.9 0012 22 Path No: 3 S3 40.5 4.2 15.3 1 2x(BM.Tee-Run)=2 25.63 150 13.3 0004 21.5 15.3 1.101 2x(BM.90)=10 17 0.0413 8.2 1X(BM.Tee-Br)=5 42.63 1.8 0004 21.5 15.4 1 1X(BM.Tee-Br)=5 0.96 150 23.3 0005 21.5 30.7 1.101 5 0.1501 0 5.96 0.9 0005 21.5 0 1.5 1X(BM.Tee-Br)=8 16.38 150 24.2 0015 12 30.7 1.598 2x(BM.90)=16 24 0.0245 4.1 40.38 1 0015 29.3 File:C:\Users\Vasilis\appdata\local\temp\leeds ma_side_FP2-_1_1_6044.sv$ Date 1/16/2013 Copyright©2002-2012 Tyco Fire Protection Products Page 8 Job: HOUSING FOR VETERANS Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psi1/2 gpm ft2 2 psi psi ft gpm gpm/ft psi gpm S2 Overhead Sprinkler 4.2 14.4 144 11.8 11.8 40.5 HEAD Open 0 0.1 -19.7 14.4 S1 Overhead Sprinkler 4.2 14.5 144 11.9 11.8 40.5 HEAD Open 0.1 0.101 -19.7 14.4 S3 Overhead Sprinkler 4.2 15.3 144 13.3 11.8 40.5 HEAD Open 0.9 0.106 -19.7 14.4 S4 Overhead Sprinkler 4.2 15.4 144 13.5 11.8 40.5 HEAD Open 1 0.107 -19.7 14.4 0012 Node 22 21.5 NODE -11.5 0004 Node 23.3 21.5 NODE -11.5 0005 Node 24.2 21.5 NODE -11.5 0022 Node 24.3 21.5 NODE -11.5 0015 Node 29.3 12 NODE -7.4 0064 Node 40.8 3 NODE -3.5 0065-0 Node 40.9 3 NODE -3.5 0065-I Node 46.6 3 NODE -3.5 0067 Node 50.8 -5 NODE 0 W 1 Supply 51.7 -5 SUPPLY 59.6 0 File:C:\Users\Vasilis\appdata\local\temp\leeds ma_side_FP2_1_1_6044.sv$ Date 1/16/2013 Copyright©2002-2012 Tyco Fire Protection Products Page 7 Job :HOUSING FOR VETERANS Hydraulic Analysis for : 1 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 90 S2 Supply point#2-Residual 1000 88 D1 Elevation Pressure 0 19.7 D2 System Demand 59.6 51.7 D3 System Demand+Add.Out.Hose 159.6 51.7 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @Flow (gpm) Supply 90 91.3 38.3 159.6 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi'/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) Sl Overhead 144 4.2 0.1 14.4 11.8 0.101 14.5 11.9 Sprinkler S2 Overhead 144 4.2 0.1 14.4 11.8 0.1 14.4 11.8 Sprinkler S3 Overhead 144 4.2 0.1 14.4 11.8 0.106 15.3 13.3 Sprinkler S4 Overhead 144 4.2 0.1 14.4 11.8 0.107 15.4 13.5 Sprinkler File:C:\Users\Vasilis\appdata\local\temp\leeds ma_side_FP2_1_1_6044.sv$ Date 1/16/2013 Copyright @ 2002-2012 Tyco Fire Protection Products Page 6 Job : HOUSING FOR VETERANS Hydraulic Analysis for : 1 -w supply -w system Demand -iw Add.Out.Hose 100 S 87.614 90- --------- ------ M 80 70 60 CL D2 D3 50--- to 0) C. 40 30 D1 I 20 10 0 0 300 400 500 600 700 800 900 1000 1100 Flow,gpm File:C:\Users\Vasilis\appdata\locai\temp\leeds ma—side—FP2-1-1-6044.sv$ Date 1/16/2013 Copyright(9 2002-2012 Tyco Fire Protection Products Page 5 Job: HOUSING FOR VETERANS Hydraulic Analysis for : 1 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (lb/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 : W1 Flow(gpm) Pressure(psi) 0 90 1000 88 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 100 Other(custom defined) Hose Flow(gpm) Total Hose Flow(gpm) 100 Sprinklers Ovehead Sprinkler Flow(gpm) 59.6 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 ------------------------------------------------------------------------------------ Total Sprinkler Flow(gpm) 59.6 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 51.7 W1 -Flow(gpm) 59.6 Demand w/o System Pump(s) N/A File:C:\Users\Vasilis\appdata\local\temp\leeds ma_side_FP2_1_1_6044.sv$ Date 1/16/2013 Copyright @ 2002-2012 Tyco Fire Protection Products Page 4 Node Labels: Off Job: HOUSING FOR VETERANS Pipe Labels: Off Diagram for Design Area : 1 (ODtimized Hvdraulic Simplified) File:C:\Users\Vasilis\appdata\local\temp\feeds ma_side_FP2_1_1_6044.sv$ Date 1/16/2013 Copyright©2002-2012 Tyco Fire Protection Products Page 3 HYDRAULIC CALCULATIONS for Job Information Project Name : HOUSING FOR VETERANS Contract No.: City: LEEDS, MA 01053 Project Location: 421 N MAIN ST. Date: 1/16/2013 Contractor Information Name of Contractor: CFP Address: 62 W BROOK ST. City: MANCHESTER, NH 03101 Phone Number: 855.517.7621 E-mail: INFO @COVENANTFIREPRO.COM Name of Designer: CFP Authority Having Jurisdiction: TOWN OF LEEDS Design Remote Area Name 1 Remote Area Location TOP FLOOR Occupancy Classification RESIDENTIAL Density(gpm/ftz) 0.1 Area of Application(ftz) 576 Coverage per Sprinkler(ft') 144 Number of Calculated Sprinklers 4 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 100 Total Water Required(incl. Hose Streams)(gpm) 159.6 Required Pressure at Source(psi) 51.7 Type of System Wet Volume-Entire System (gal) 802.2 gal Water Supply Information Date 11/2012 Location PUMP AND TANK HOUSE Source W1 Notes File:C:\Users\Vasilis\appdata\local\temp\feeds ma_side_FP2_1_1_6044.sv$ Date 1/16/2013 Copyright©2002-2012 Tyco Fire Protection Products Page 2 CALCULATION SUMMARY Project Name:HOUSING FOR VETERANS Project Location: 421 N MAIN ST. Drawing No. : City: LEEDS, MA 01053 Design Areas Design Area Calc. Mode Occupancy Area of Total Water Pressure @ Min. Min. Min. Calculated Hose Margin To Name (Model) Application Source Density Pressure Flow Heads Streams Source (ftz) (gpm) (Psi) (gpm/ft2) (psi) (gpm) # (gpm) (psi) 1 Demand (HW) RESIDENTIAL 576 159.6 90 0.1 11.8 14.4 4 100 38.3 �A OF MAS q�yG S JA CATALFO KAHAN FIRE PROTECTION w N . G'/STE¢ OtVAL 01 . 16 . 2013 File:C:\Users\Vasilis\appdata\local\temp\leeds ma_side_FP2_1_1_6044.sv$ Date 1/16/2013 Copyright @ 2002-2012 Tyco Fire Protection Products Page 1 COV ENY NT FIRE PROTECTION 62 West Brook St. Manchester, NH, 03101 C: 617.633.3533 0: 855.517.7621 4. The system is Light Hazard and the topmost floor has been hydraulically calculated. ii. Automatic sprinkler system control equipment location 1. The sprinkler system will have one zone. iii. Type/description and design, layout of the standpipe system 1. No standpipe required. iv. Fire department connection will be installed at the front of the building per LFD requirements v. Type, description and design layout of the fire protective signaling system 1. Local fire alarm system. To be field verified by Fire alarm contractor 2. All supervisory and trouble signals are to be relayed to a central station service provider. 4 +: COV EN1� NT FIRE PRU 'TEC 'T' IOIV 62 West Brook St. Manchester, NH,03101 C: 617.633.3533 0: 855.517.7621 3. Main drain 4. Fire alarm system including: each device, wiring supervision,wiring connection. Proper mounting of equipment, notification appliance, related control features, central station connection shall be checked. 5. Verification of fire stopping 6. Verification of equipment function signs, charts,tags. b. Sprinkler system i. The sprinkler system shall be tested per NFPA 1311-2007 including 200 PSI hydrostatic testing when required. c. Fire Protection Signaling System i. All fire protection systems shall be tested with all equipment ready for operation. The following testes shall be performed with all equipment and devices to be tested: 1. Control equipment 2. Batteries 3. Control panel trouble signals 4. Conductors 5. Initiating devices 6. Alarm notification devices d. Building and site Access i. The primary emergency vehicle access point is on North Main Street on site. The city hydrants are on the same side of the street of the subject address. ii. The main entry is located on North Main Street on site. e. Fire Hydrants i. Existing hydrants are on site and are to be confirmed to be in working conditions f. Type/description and design layout of the automatic sprinkler system i. The new sprinkler system will be installed per NFPA 13, 1. Spacing of sprinkler heads less than 16x16 FT'(Light) and residential 2. Sprinkler heads are quick response 3. The addition of sprinkler heads can still support the hydraulic information. 3 F I R E P R O T E C T I O N 62 West Brook St. Manchester, NH,03101 C: 617.633.3533 0: 855.517.7621 a. The building will have a new sprinkler system installed per NFPA 13R and per CMR 780 903.2.8. -1 b. Sprinkler spacing and position shall be per NFPA 13R for a Light hazard and residential areas. Spacing shall be less than 168 SF in Light Hazard areas and per Viking specification in residential areas for residential sprinkler heads spaced 16'x16'. c. The sprinkler system will be fed by a 2"fire service supplied by public water supply per MSBC 8th Edition. Fire service which will also be equipped with a backflow device to avoid backfeeding. d. The sprinkler system is to be monitored by a separate flow switch and must be confirmed e. The flow switches and tamper switches shall be connected the fire alarm control panel. 4. Testing Criteria a. General i. The contractor for both sprinkler and fire alarm shall be responsible for the coordination of all required acceptance testing and shall schedule a meeting with the fire inspector for review and verification at least five days in advance of the test acceptance date. ii. All fire protection systems applicable to the building shall be pre-tested for proper operation. iii. The fire protection systems shall be tested as a system with all equipment ready for operation. iv. The following personnel shall be on site the day of testing with one set of individual as-built drawings for each FP system if applicable. 1. General Contractor 2. Fire Protection Engineer of Record 3. Sprinkler contractor if applicable 4. Fire alarm contractor if applicable v. The Fire Department shall direct and witness all testing vi. The following test shall be performed with all equipment and devices to be tested on NEW installations. 1. Sprinkler flow, inspector's test valve 2. Tamper switches 2 f� � OV EN .I\ NT F I R E P P, C), -V EC 'T' I O N 62 West Brook St. Manchester, NH, 03101 C: 617.633.3533 0: 855.517.7621 Fire Protection System Narrative Report 421 North Main Street Leeds, MA This document addresses the specific fire protection aspects to the new construction of a multiple unit dwelling located at 421 North Main Street Leeds, MA and generally addresses the site access conditions. 1. Basis of Design,Sequence of Operation and Testing Criteria a. Basis of Design i. Building Description a. New single use building consisting of four separate structures. Building A: 6896 SF Building B: 6810 SF Building C: 8082 SF Building D: 8082 SF b. Principal use group: Residential (R-2) c. Construction is Type V ii. Scope of work 1. Install new sprinkler system in multiple buildings 2. Applicable Laws, Regulations and Standards a. The Massachusetts General Laws (Chapter 148: Fire Prevention) b. The Massachusetts State Building Code, 8`h Edition (780 CMR Chapter 9) c. Board of Fire Prevention and Regulation (527 CMR Chapter 24: Fire Warning Systems Installed in Buildings within the Commonwealth of Massachusetts) d. NFPA 72, 2007 � ZN�F M�SS�� e. NFPA 13R, 2007 ,JASON M.C. G 3. Sprinkler System z KAHAN , a FIRE PROTECTION 0.48388 /OVAL Al /14/in Captain Larry Therrien Fire Prevention Officer Northampton Fire Department 26 Carlon Dr. Northampton, MA 01060 June 4, 2014 Dear Mr. Larry Therrien, Soldier On, Inc. will be constructing a new 44 Unit Residential Complex in 4 wood framed buildings on the VAMC site at 421 North Main Street in Leeds, MA. The newly assigned address for this complex will be 425 North Main Street Leeds, MA. The primary program for this project to house formally homeless Unites States Veterans. Currently,the construction documents are being reviewed by the building department. I am submitting to you several items today for your review and inspection: (1) Fire Alarm Work Permit (1) Check for$80.00 to accompany Fire Alarm Work Permit made out to "City of Northampton" (1) Fire Suppression Work Permit (1) Check for$80.00 to accompany Fire Suppression Work Permit made out to "City of Northampton" (1) Check for$1557.90 for the Fire Department's Certificate of Occupancy Inspection (25,965 sq.ft. Project Area X $0.06 per sq.ft. =$1556.90 Total Inspection Fee) (1) Set of Required Construction Drawings a. Title Page and Table of Contents b. Site Plan c. Architectural Floor Plans d. Fire Protection Plans (Sprinklers) e. Fire Alarm Plans f. Modular Shop Drawings (1) Fire Alarm Narrative (1) Fire Protection (Sprinkler) Narrative and Calculations (1) Compact Disc with ALL Project Construction Drawings Please do not hesitate to contact me if you have any additional questions. Sincerely, Michael Valenti Soldier On, Inc. - Project Manager 2 Federico Drive, Suite 1 Pittsfield, MA 01201 T: (413).443.3537 x.111 F: (413).445.5376 E: mvalenti@sk-designgroup.com THE FIGHT DOESN'T END WHEN THEY GET HOME 421 NORTH V,-N STREET #UILDING 6 LEEr,*,MA 01053 (413)582-3059 3601NEST HOOSA lOi*C STREET PITTSFIEL,*MA 01201 (413)236-5644 www.wesoldieron.org Job:HOUStNG FOR VETERANS Device Graphs Pressure vs, Flow Function DesignArea:l; Supply Ref.:Wl; SupplyName:Wl IOU-: 90 85 ............ 74) ............ ................... ............................ ...... .......... -I 65 —-------.......... .... ............... . ......................................... ........ 60.. 45 ......... 7"' 40- 35- ............................. ........................-–------------------ -------- ....... 20- .......... Flow,gpm Pressure Loss Function Design Area: I; BFP Ref:562(Ames2000B, Size = 2) 769., 5.7 psi 569- tit 4,69 3,69- .......... ............. 0.69. r Flow,gprn File;LEEDS CFP 11-1 1,dwq Dale 1111312013 Copyripht 0 2002.2012 Tyco Fire Pratedion Rmiducts Page 10 Job:HOUSING FOR VETERANS Hydrauge Calculations PIPE INFORMATION Node I Elev I 'K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total(Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x(name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (917MI/01/2) (=M) (ft) (PSI) (psi) • Pressures are balanced to a high degree of accuracy.Values may vary by 0.1 psi due to display rounding, • Maximum Velocity of 11,07 Ws occurs In the following pipe(s): (093-005) Ile File:LEEDS CFP 11.11,dwq Date 11113/2013 CopO-qhl 0 2002-2012 Tycc Fire Pal don Products Page Job:HOUSING FOR VETERANS Hydraulic Calculations PIPE INFORMATION Node I Elev 1 K-Factor I Flow added (q) Nominal ID Fittings L C Factor total(Pt) Node 2 Elev 2 K-Factor 2 Total Row (Q) Actual ID quantity x(name) length F Pt per ft elev(Pe) NOTES T frict(Pf) (ft) Npm/psi V4 (4pm) (in) 00 (ft) (psi) (psi) Path No: 11 52 19 4.2 16 1 1x(BM,Tee-Br)=5 0,29 150 14.5 545 19 16 1,101 1X(BM.90)-5 10 0.0448 0 10.29 0.5 545 19 16.1 1 lx(BM.Tee-Br)-5 20.98 150 15 005 9.5 32,1 1,101 3x(BM,90)=15 20 0.163 4,1 1 1 40,98. 6.7 005 915 37.1 1.5 Ix(Us.9O)=5.82 60,67 ISO 25.8 093 3 69.2 1.598 3x(8K90)=24 54,82 0.1101 2.8 9x(8M.Tee-Run)=9 115.49 12.7 2x(BM,Tee-Br)-16 093 3 0 2 Ix(coupIIngi)=I,23 1.26 120 41.3 094-0 3 69.2 2.1571 1.23 0.03861 0 1 2.49 0.1 094-0 3 0 2 1:63 0 41.4 Ames2000B 094-1 3 69.2 0 0 3,5038 0 1.63 5.7 094-1 3 0 2 2x(us.90)= 2.31 9.25 120 47,1 096 -5 69.2 2.157 12.31 0.0366 3.5 21.56 0.8 096 -5 01 4 1x(us,90)= 8.� 921,59 140 51.4 W1 -5 69,2 43 ¢ 18.33 0.001 0 939.91 0.9 W1 52.3 Path No: 2 53 19� 4.21 16.11 1j1x(BM.Teej8r)-S 1.1 150 14.71 545 19 16.1 0.0455 0 011 L .4 51 ' 1 S121 0.2 545 Is Path No. 3 S1 19 4.2 18.4 1 2x(BM.Tee-Br)=1C 17.24 ISO 19.3 547 9.5 18.4 1.101 7X(BM.90)=10 20 0.0582 4.1 37.24 2.2 547 9.5 0 1.5 Ix(0M.Tee-Run)=I 7.74 150 25.5 004 9.5 18.4 1.598 1 0.0095 0 1 1 1 1 1 8.74. 0.1 004 9.51 18.71 1.5j1x(BM.Tee-Purt)=1 3.281 150 25,6 1, 005 915 37.1 598 11 0.0347 0 4,28 0'1 005 25.8 Path No.- 4 S4 19 4.2 11,71 Ij1x(BM.Tee-8r)=5 13.25 150 19,13 004 9.5 18.7 1,101 ,x(BM.90)=10 16 0.0597 4.1 1x(BM.Tee-Run)=I 29.251 1.7 004 25.6 File:LEEDS CFP 11-1 1.0wq Date 11/13/2013 Copyl2ht 4 2002-2012 Tyco Fite Protection Products Page 6 .......... _... _.... Job:HOUSING FOR VETERANS Hydraulic Calculations f Fluid Delivery Time Analysis Node Data Node# Type K-Fact, Discharge Coverage Tot. Pres, Req. Pres. Etev Hgroup Open/Closed Overdiseharge Density Elev. Pres. Req. Discharge It gpm/psllh 9pm ft' psi psi JPM 9pm/tt2 psi gpm C S2 Overhead Sprinkler 4.2 16 160 14.5 14.5 ,„ c 19 HEAD Open 0 0.1 -10.4 16 S3 Overhead Sprinkler 4.2 16.1 160 14.7 14.5 19 HEAD Open 0.1 0.101 -10.4 16 S1 Overhead Sprinkler 4.2 18.4 160 19.3 14,5 M 19 HEAD Open 2.4 0.1.15 -10.4 16 S4 Overhead Sprinkler 4.2 18.7 160 1918 14,5 19 HEAD Open 2.7 0.117 -10.4 16 545 Node 15 19 NODE -10.4 547 Node 25.5 9.5 NODE -6.3 004 Node 2516 9.5 NODE -6.3 005 Node 25.8 9.5 NODE -6.3 093 Node 41.3 3 NODE -3.5 094-0 Node 41.4 3 NODE -3.5 094-1 Node 47.1 3 NODE -3.5 096 Node 51.4 -5 NODE 0 Wi Supply -69.2 52.3 -5 SUPPLY 0 File:LEEDS CFP 11-11.d" Date 11/1312013 Copyright 0 2662-2612 Tycc Fire Protection Products Page 7 .......... -.111.1-11.1....... .. .......... ............. Job:HOUSING FOR VETERANS Hydraulic Analysis for : 1 Graph Labels " -m Values mot„ a.l Label Description Flow(gpm) Pressure(psi) 1°� a S1 Supply point#1-Stalic 0 90 r S2 Supply point#2-Residual 1000 88 ' D1 Elevation Pressure 0 10.4 D2 System Demand 69•2 52.3 D3 System Demand+Add.Out.Hose 1 1692 52.3 Curve Intersections &Safety Margins )Intersection Safety Margin Curve Name Pressure(psi) Flow (qPm) Pressure(psi) @ Flow(gpm) Supply 90 97.9 37.6 1692 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flaw Pressure Density now Pressure (ft") (9Pm/psirh) (9pm/ft2) (9pm) (Psi) (9pm/ft2) (9Prn) (Psi) S1 Overhead 160 4.2 0.1 16 14.5 0.115 18.4 193 Sprinkler sz Overhead 160 4.2 0.1 1.6 14.5 0.1 16 1.4,5 Sprinkler S3 Overhead 160 4.2 OIL 16 14.5 0.101 1.6.1 14,7 Sprinkler S4 Overhead 160 4.2 0.1 15 14.5 0,117 18.7 19.8 Sprinkler File:LEEDS CFP 11-11.dwg Date 11113!2013 Copyright 0 2002-2012 Tyco Fire Proledion Products Page 6 Job:HOUSING FOR VETERANS Hydraulic Analysis for : 7 4* Supply - - System[Demand f Add. Out. Hose 1 S 2 E:1:4 U 80 - --- 70 e Y.L. ` D3 y,. ,u..._. ._. ,. -�.._. ....,.....,._......».. .. ..._�. L 40 30 Di APPR OVED 2 — _ 0 ■■�r�r ■rw�r�rr+ pra.. �� ■rwrrrr.rwrrrw�rir�rrr�wr�wrrrr�r �► 4,t 0 300 400 500 600 700 800 900 1000 10 G.. � Flow, qpm 4,, J. File:LEEDS CFP 11-11.dwg Date 11/1 312013 Copyright 0 2002-2042 Tyco Fine PaKedion Products Page 5 Job:HOUSING FOR VETERANS Hydraulic Analysis for: 1 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water 0 6OF(15.6C) Fluid Weight,(lb/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb.s/ftz) N/A for Hazen-Williams calculation. Water Supply Parameters Supply I :W1 Flow gpm Pressure(psi) 0 90 1000 as Hoses Inside Hose Flow 1 Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 100 Other(custom defined) Hose Flow(gpm) ...................------.,..._......_......._..,.....___................._......._.. . Total Hose Flow(gpm) 100 Sprinklers Ovehead Sprinkler Flow(gpm) 69.2 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 ................«_............ .......... ..._-._._-...____--- _____--____.___-___ Total Sprinkler Flow(gpm) 69.2 Other Required Margin of Safety(psi) 0 Wt -Pressure(psi) 523 W1 -Flow(gpm) 692 Demand w/o System Pump(s) NIA 1 LL rw•., File LEEDS CFP 11-11.dwg Date 1 111 31201 3 Copyright 02002.2012 Tyco Fire Protection Products Page 4 Node Labels: Off Job:HOUSING FOR VETERANS Pipe Labels: Off Diagram for Design Area : 1 (01)t[mized Hvdrauiic Simniified) a tl >d$ File:LEEDS CFP 11-11.dwg Date 1111312013 Copyright 0 2002-2012 Tyco Fire Protedtion Products Page 3 HYDRAULIC CALCULATIONS for Job Information Project Name:HOUSING FOR VETERANS Contract No.: City: LEEDS, MA 01053 Project Locatlaw 421 N MAIN ST. Dale:1111312013 Contractor Information Name of Contractor: CFP Address: 62 W BROOK ST. City: MANCHESTER, NH 03101 Phone Number: 856.617.7621 E-mail:INFO(4)COVENANTFIREPRO.CCM Name of Designer: CFP Authority Having Jurisdiction: TOWN OF LEEDS Design Remote Area Name Remote Area Location TOP FLOOR r Occupancy Classirication RESIDENTIAL > 0 Density(gpmlr 0.1 rz Area of Application(ft-) 640 Coverage per Sprinkler(ft) 161D Number of Calculated Sprinklers 4 In-Rack Demand(gpm) Special Heads Hose Streams(gpm) 100 Total Water Required(!net.Hose Streams)(gpm) 169.2 Required Pressure at Source(psi) 523 Type of System wet Volume-Entire System (gal) 707.3 gal Water Supply Information Date 2012 Location PUMP TEST Source wl Notes File:LEEDS CFP 11-1 ll.dwg Date 11/13/2013 Copyright 0 2002-2012 Tyco Fire Protection Products Page 2 CALCULATION SUMMARY Project Nafft-HOUSING FOR VETERANS Project Location. 421 N MAIN ST. Drawing No.: City: LEEDS, MA 01053 Design Areas Design Area Caic. Mode Occupancy Area of Total Water Pressure Min. Min. Min. Calculated Hose Margin To Name (Model) Application Source Density Pressure Flow Heads Streams Source (rte) (gp-) (PS) (gp-/ft2) (psi) (0m) # (OP-) (lid) Demand(HW) RESIDENTIAL 640 169.2 90 0.1 14.5 16 4 100 37.6 41 JASON CATALFO 0 KAHAN u FIRS PRO'MCTION rn a 11 . 13 . 13 r A kPPRZOVED JUN 1 0 2014 File:LEEDS CFP 11-11.dwg Date 1111312013 Copytight 0 2002-2012 Tycv Fwe Protection Products Page 1 C@ Job No.: sk 15-01 - 31 Drawing No.: 6 Certified Installation Instructions Date: 01 -21 -15 Rev: Max. 2" PVC Pipe ' - or 1" PEX Tube 5/8" depth Biostopm 500+ r� w ,1 1 or 2 Layers of 5/5" h t, Gypsum Wallboard F i'* for 1 or 2 Hr. "F" Rating Gun, trowel and/or pump a min. 5/s" depth of Biosfoply 500+ into annular space around through--penetrant on side of wall and trowel smooth. APROVED FEB 0 4 2013 c�proec^�y•'n's[�r;r, d^.•��rafccYefF:a u��Gcatdc rr�surY•1;N1. Penetrant:Max. 2" PVC Pipe, 1" PEX Tube Housing for Vets Soldier On praild Ref. UL System No.: WL2343, WL2.202 Bill Lake Modular Homes Cwtractar Hourly Rating: 1 or 2 Hr 'F' Rating McQuade Bannigan a Annular Spacing: Max. 1", Min. 1 f2" T Kolstad & Associates Rwmanfd" n AN technical Information contained herein Is based an Information furnished to us which we believe to be accurate and relfable. The drawing is based on the structural depictions and associated job site conditions and/or requIrements furnished to us by a third party and should be field verifled. the user must obtain approval of the spectfsing 0 architect. engineer and/or Inspector having jurisdiction of the project prior to ffrestap Installation. For limited product warranty, refer to speclftc Product Data Sheets} Rectorsed Corporation 2801 Spenwick Houston, TX 77055 (800) 231-3345 Fox. (800)452-2824 cmJob No.: sk 15---01 — 31 Drawing No.: 5 Certified Installation Instructions Date: 01-21 -15 Rev: Plywood Subfloor PVC Shower drain Min 3/4" depth Blostop" 500+ Joist/Truss :>�, �.".c 1.'). t ,,;.J_•. ? �\.�•- � .fir. Max. 2" PVC Pipe 1 layer 5/8:' Gypsum Wallboard Gun, trowel and/or pump a min. 31a" depth of Bosfop" 500+ firestopping sealant in annular space around plastic pipe/shower drain. Tool smooth. APPROVED FEB 0 4 2015 T.R lttiC. �'<+ w rf 'ee�r:cmt tkr rt aUt{ ias or cysrovc u L.s,rr d�1anDn3 t?m he Penetrant:Max. 2" PVC Pipe Housing for NVjets Soldier On Ref. UL System No.: FC2131 Bill Lake Modular Homes N Hourly Rating: 1 Hr 'F' Rating McQuade &�Bannigan a Annular Spacing: Max. 1"" Min. 1 j2" Kalstad & Associates � aeprewntatlw Yt; NI technical lntorrroVon contained herein is based an Information furnished to us which we believe to be accurate and rellabk. The drawing is based an the structural b depiction's and oseoclated job site conditions and/or requirements furnished to us by a third party and should be field verified. The user must obtain approval of the specifying architect, engineer and/or Inspector having jurisdiction of the project prior to f&estop installation.for linked product warranty,refer to specific Product Data Sheet(s). Rectorsed Corporation 2601 Spenwick Houston, TX 77055 (BOO) 231-3345 fox. ($00) 452-2824 18 / 1A r 2A C VIEW "A" r VIEW "A" ....r...r- 1. Floor—calling assembly — UL L500 Series Design IA. Min. ;1'4" lumber of plywood subfloor. APPROVED 18. Nominal 2" x 10" or larger lumber joists or trusses (wood or steel). IC. One layer of gypsum wallboard capable of providing a I hr. rating. FED 0 4 2015 2. Penetrant 2A. Max. 3" PVC pipe w/ closet flange. niin 3A. Apply Slostop° 500+ Into annular space at bottom of floor surface and add°a Annular space — Max. Y1,". Mtn. O" Biostope Firestopping Job: sk 15-01-31 Dwg. 4 Date: 01-21-15 Rev. Project: Housing for Vets Soldier On Contractor: Bill lake Modular Homes P Rating: 1 Hour Distributor: McQuade & Bannigan Ref. UL System: FC2087 Representative: lfolstad Associates 771!55 AM tedmicat kh motioo ooettokwd herein to bosod on tdotmo on tumisbod to us lteetorseal 2601 Spenwick Houston. Tx eefth we beAeve to be accurate and rettowe.The dtawtq to based on the sbuctaral Phone: 713-263-8001 or 800-231-3345 daprction s and assoeieted job site carAtbm and/or rsquwmor"fumirhad to us by Fax: 713-263-7577 or 800-441-0051 a tutu party one skutd be lieu vMHad.It It recammenMd ttwt the user q Wn E—mail: tech serviceilrectorseai.com approval of the spec"g orchnwot. ongtnwr and/or tnspaotor hating jcr ktlon.For Urnieed pradact warranty,rater to specok Product Data Stiset(s). r �► .C@ Job No.: Sk 15-01 — 31 Drawing No.: 3 �nrsneets+reerrrere Certified Installation Instructions Date: 01-21 -15 Rev: Plywood Sub—floor Biostope Fire Rated Putty Pads PAD .foist/Truss FEB 4 4 '2015 1H Vv C'y Max. extent 1 Layer of 5/8" Biostopp 500+ Gypsum Wallboard UL Listed Metallic Electrical Box Max. 4" x Orr 1 . Apply Biostopt° Fire Rated Putty Pads on exterior surface of metallic box such that all sides are completely covered. 2. Gun, trowel and/or pump Blostope 500+ sealant to max. extent possible in annular space around electrical box on ceiling side of assembly. Tool smooth. Apply a Yz" bead of sealant at any point contact areas of electrical box/ceiling. Tool smooth. Penetrant:Max. 4" x 4" Metallic Electrical Box Housing for Vets Soldier On propct Ref. UL System No.: CLIV Bill Lake Modular Homes 9 Hourly Rating: 1 Hr 'F' Rating McQuade& Hannigan N iitltle Annular Spacing: Nominal: 1/4" Min. 0" Kolstad & Associates -61 ' a`$ A8 technical Information contained herein to based on Information furnished to us which we Wleva to be accurate and rt#able. The drawing Is based ao the structural depicliori s and associated job site conditions and/or requirements furnished to ae by a third party and should be field verified. The user must obtain approval of the specIfYI 9 architect, engineer and/or inspector having jurisdiction of the project prior to flrestop Installation.For ilmtttd product warranty, refer to specific Product 0ota Sheet(s). Ractorsaai Corporation 2601 Spenwick Houston. TX 77055 (1100) 231•-7345 Fax. (840)452-2824 CAJob Ito.: sk 15-01 — 31 Drawing No.: 2 Certified Installation Instructions Date: 01 -21 -15 Rev: Min. 3/4'" depth Max. 4"" PVC Pipe Blostop" Sao+ -` `"" :r 'Wood Bottom Plate Plywood Sub—floor ^„ Blostope ;.,'• �` Wrap Strip APPROVED .Joist/Truss H.so, 04 2015 Wood ' w � r: Top Plates IX }b. •.•n...b t:".::,y:t;.•.w• ,�h*. Biosto • 1 Layer of 5/8" p Gypsum Wallboard Joint Strip For a 1 Hr. "F" Hating t. Apply and properly secure in place (w/ tie wire, masking tape, electrical tape, etc.) 2 layers of 2" wide Blostop• Wrap Strip around pipe within gypsum wall such that Y4" of wrap strip protrudes from outer edge of gypsum wall (both sides). 2. Gun, trowel and/or pump Blostop" 500+ firestopping sealant to a min. 3'4" depth In annular space of wood plate on floor side of assembly. Toot smooth. 3. Apply and properly secure In place (w/ Ile wire" masking tape, electrical tape, etc.) 3 layers of 3" wide Blostop Joint Strip around pipe on ceiling side of assembly and slide Into annular space such that Y2" of joint strip extends down from top plates. Penetrant:Max. 4" PVC Pipe Mousing for ftV)et s Soldier On Kt Ref, UL System No.: FC2399, WL2277 Bill Lake Modular Homes Hourly Rating: 1 Hr "F' Rating McQuadebbutor nigan � >i a Annular Spacing: Nominal: 1/4" (Floor/Ceiling) — Nominal: 1/2" (wall) Kolstad a& Associatejo P.p b Ad technical information contained herein Is based an Information famished to us which we betleve to he accurate and relfiWe. The drawing Is based an the structural depiction's and associated jab site conditions and/or requirements furnished to us by a third party and should be field verified.The user most obtain approval of the architect, engineer and/or inspector having }nrisdiction of the project prior to tirestop tnstollaUon. For ikn ted product warranty, refer to specific Product Data sheet(s), Rectorseai Corporation 2601 Spenwick Houston, TX 77055 (800)231-3345 Fax. (800)452-7824 C@ Job No.: sk 15—01 -- 31 Drawing No.: e Certified Installation Instructions Date: 01-21 -15 Rev: Min. 3/4" depth 1/2" bead Biostop• 500+ ".' Biostop• 500+ Wood ' Bottom Plate Plywood Sub—floor °t5 Biostop* ti Wrap Strip Joist/Truss '= Wood A ' �i�117 "•� Top plates .e= m,,y.ft.,a �ro`�;;,,.,,a as ;.+ 4. .:.y�• y + �' y.`r�:' y+. /( (t �y ;-Ell i� 4 2U1J 1 Layer of 5/8" �..t s, bead Gypsum Wallboard 1/2" For a 1 Hr. "F" Rating = Bicstopw 5 t-- --�- Max. 3" PVC/ 3" PVC Electrical Conduit or I" PEX Tube 1. Apply and properly secure In place (w/ tie wire, masking tape, electrical tape, etc.) 1 layer of 2" wide Biostop• Wrap Strip around pipe within gypsum wall such that Y4" of wrap strip protrudes from outer edge of gypsum wall (both sides). 2. Gun, trowel and/or pump 6iostop• 500+ firestopping sealant to a min. 3/4" depth In annular space of wood plates on fop and bottom sides of assembly. Tool smooth. Apply a Y:" bead of Biostop 500+ at any point of contact areas of pipe/wood plates. Tool smooth. Penetrant:Max. 3" PVC/3" PVC Electrical Conduit or 1" PEX Tube Housing for Vets Soldier On PMJ"t Ref. UL System No.: FC2397, WL2560 Bill Lake Modular Homes Cmtreeaar Hourly Rating. 1 Hr 'F' Rating McQuade &oBannigan Annular Spacing: Max. 1/2", Min. 0" (Floor/Ceiling)—Nominal: 1/4" (wall) Kolstad & Associates r apr.s.nto" aAN technical Information contained herein Is based on Information furnished to us which we belleve to be accurate and reliable. The drawing Is based on the structural depiction's and associated Job alto conditions and/or requirements furnished to us by a third party and should be field verlfied. the user must obtain approval of the specifying © architect, engineer and/or Inspector having jurisdiction of the project prior to firestap installation. for limited product warranty, rater to specific Product Date Sheat(s). Rectorsed Corporation 2601 Spenwick Houston, TX 77055 (800) 231-3345 fax (SW)452-2824 0221EC Final Inspection Complies? Comments/Assumptions I d ' '. -- 0402.4.6 Meatherseais installed on all loading OComplies (FI3711 :dock cargo doors. ODoes Not `ONot Observable; ONot Applicable _.� ___.-._...------ _..._...... C402.4:$ ,`,„Recessed luminaires In thermal OComplies "Requirement will be met. (Ft26}3 !envelope to limit infiltration and be IC ODoes Not rated and labeled.Seal between 'ONat Observable interior finish and luminaire housing. ONot Applicable j C406 i Efficient HVAC performance,efficient OComplies Requirement will be met. [FI34]' lighting system,or on-site supply of ODoes Not renewable energy consistent with I[iNat Observable what is shown the approved plans, ONot Applicable Additional Comments/Assumptions: ._ 1 High Impact(Tier 1) 2 Medium Impact(Tier 2)�-3`I,l.ow Impact(Tier 31�._ APPROVED FEB 042015 "r. ',!4''k�r SC?C:AT'S,kNc. I r'r a:« u .r r rkvx ac!CA10'tt*Of l nf;<,vva '11Y r 4u't a or 60e..rs tram Project Soldier On Building D Report 01/22/15 Data C:\Users\SteveC\Documents\bill lake systems approval\SoldierOn Project\Energy\building Page 7 of 7 d.cck Section Plans Verified Field Verified Insulation e inspection Vai Value Complies?J Comments/Assumptions C402.4.1. All sources of air leakage in the ,ocamplies Requirement will be meta I building thermal envelope are fxiCJDaes Not YN111 !sealed,caulked,gasketed, x weather stripped or wrapped with C]Not observable a Applicable ;moisture vapor-permeable ONot p'� � as ,� r + y� <'sar�„,& � ti pp able ; ;wrapping material to minimize airs; x Y 12 r fi' SiMffi Y ; 54 3yk, 7C "leakage. .............. 0402.4.2. :Roof R-value.For some ceiling ; R- R- Ecomplies ;See the Envelope Assemblies 1 ;systems,verification may need to M Above deck ;❑ Above deck CiDoes Not table for values. [IN2]1 ;occur during Framing Inspection. Metal ❑ Metal CjNOt Observable f i ;C] Attic 0 Attic DNot Applicable C303.2 ;Roof insulation installed per F � �' `C1Cornplies ;Requirement will be met. [IN3]1 �manufacturer's instructions � � {, v, ' �'ODoes Not Blown or poured loose-fill , 3 s ''_ iinsulation is Installed only where 4w �i q �� 4� � z s [ Not Observable _ "the roof slope is a-3 in 12. ±;" z ., r, x� ,. 4C1Not Applicable :t C303.2 Above grade wall insulation CIComplies Requirement will be met. [IN7]1 ,Installed per manufacturers ��I�DOes Not ;instructions. QNot Observable +S 4 l:. [ Not Applicable 04012.5 Floor insulation R-value. R- R- ;©complies ;See the Envelope Assemblies [IN8]7. [j Mass j E] Mass ElDoes Not ;table for values. Steel ❑ Steel 'CjNot observable Q Wood C] Wood C1Not Applicable 03034 i Building envelope insulation is °s �ncom ties Requirement will be met. UNION ;labeled with R-value or insulation � � F❑ p q ;certificate providing R-value Does Not i other relevant data. v e �°r„q ' CJNot Observable far S.e�a yc r t "ONotApplicable 0303`.21 'Exterior insulation is protected y >` �� ' r �y a�'C]Complies 'Exception:Requirement [,N 4i2 damage with a protective y 00oes Not does not apply. material.!Verification for exposed �QNOt observable ifoundation insulation may need to occur t during Foundation � cq EONot Applicable 611- A►nspectian 0402.2 1 insulation Intended to meet the ,ClCamplies 'Requirement will be met, [INI7]3 roof insulation requirements "CDoes Not cannot be installed on top of a t w suspended ceiling.Mark this CINot observable C)Not Applicable t requirement compliant i'f pp insulation is installed accordingly ,” Additional Comments/Assumptions: --�---APPROVED FEB 0 4 2115 Y A,Cs [INC. s! xar YU:.v�xaar •eA:1.ia. :...[.X9':1•. 1 High Impact(Tier 1) _ 2 1 Medium Impact(Tier 2) 3 Low impact(Tier 3? Project Soldier On Building D Report date: 03/2211 Data C:lUsers\5teveC\Documents\b1l€take systems approval%SoidierOn Project\Energy\building Page 6 of 3 d.cck Section Mechanical Rough-tn PIans'Verifled Field Verified # Inspection Value Value Complies? Comments/Assumptions 0402.4.5. !Stair and elevator shaft vents DComplies Requirement will be met. 1 have motorized dampers that ODoes Not (ME ]3 autamaticaUy CIOSe. CJNot Observable `. rClNot Applicable C402.4.5. Outdoor air and exhaust systems ix y DComplies ;Requirement will be met. 2 ;have motorized dampers that F Oboes Not [ME58J3 ;automatically shut when not in ;use and meet maximum leakage ;,i �`' rCNot Observable =rates.Check gravity dampers � 7 ONot Applicable `7 Y ,where allowed. Additional Comments/Assumptions: APPROVED FCC042m &a a ax�r c arws wit cy�l�jrE��q� 1 High Impact(Tier 1) 2 Medium impact(Tier 2) 3 Low Impact(Tier 3) Project Soldier on Building D Report date; 01/22/1 Data CAUsers\SteveC\Documents\bill lake systems approval\Sold'ierOn Project�Energy\building Page S of 7 d.cck Sectlan Plans Verified Field Verified # ; Framing/ltough-In lnspection Value' Value Complies? CommentslAssumptions C402.4.1, ,The building envelope contains a xOCornpties Requirement will be met. C402.4.2 continuous air barrier that is ;DDoes Not [FR16]' j sealed In an approved manner DNat Observable « and either constructed or tested �$DNOt Applicable in an approved manner.Air ;barrier penetrations are sealed in a !an approved manner. 'a C402.4.3, ;Factory-built fenestration and plies Requirement will be met. C402.4.4 ;doors are labeled as meeting airy "`9 Y' ODaes Not [FR18}3 'leakage requirements. a y a`[]Nat Observable I i •3x 8� P s' �, { f s D Nat Applicable i� C402.4:7 ;Vestibules are installed on all ��' P � '� _ DCamplies [FR17]3 ;building entrances.Doors have b, �� jClDoes Not j self-closing devices. DNot Observable UNot Applicable C402.3.3, ;Vertical fenestration U-Factor. U- U- ,DComplies ;See the Envelope assemblies C402.3.4 ;DDoes Not table for values. IFR8J1 ,©Not Observable DNot Applicable C402.3.3 �Vertical fenestration SHGC value. SHGC: SHGC: «ClComplies ^See the Envelope assemblies [FR10]- DDoes Not table for values. ;DNot Observable jCJNot Applicable C303:1.3 :Fenestration products rated in Complies Requirement will be met. [FR12]x ' «accordance with NFRC. DDoes Not ,fr[]Not Observable {gONot Applicable C303.13 Fenestration products are Requirement will be met. (FR13]1 certified as to performance labels r rM DDoes Not jar certificates provided. DNOt Observable t ^DNot Applicable pp _..__ ..,-. _............ CA02: 7 . U-factor of opaque doors U- U- !DComplies see lira Envelope Assemblies [F'R142 ` ;associated with the building [, Swinging ❑ Swinging ;DDoes Not table for values. ;thermal envelope meets 1(� Nonswinging Q Nonswingi'ng j©Not Observable i requirements. ;DNat Applicable Additional Comments/Assumptions: APFR A oVED Pr F 0 4 2015 NC. c*s rcwir"Iar�47 Mtt�s 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Soldier On Building D Report date; 01/22/1 Data C;\Users\SteveC\Documents\bill lake systems approval\SoidierOn project\Energy\building Page 4 of d.cck oil I Section Footing/Foundation Plans Verified Field Verified Complies? Comments/Assumptions Inspection Value Value &Re .iD .._ _._ ......_. 0402.2.6 Slab edge insulation R-value. R R-_ E lComplies See the Envelope assemblies [F03)2 ( Unheated ❑ Unheated :ODoes Not table for values. O Heated Q Heated ;QNot Observable ; UNot Applicable 0303.2 ;Slab edge Insulation installed per - ,t=� ClComplies ;Requirement will be met. IF0412 !manufacturer's instructions. ODoeS Not ;oNotObservable i i `. ;z• ',r ...;: iONot Applicable 0402.2.6 f Slab edge insulation ft ft ,OCampites See the Envelope Assemblies IF0512 !depth/length.Slab insulation Oboes Not table for values. ;extending away from building is j []Not Observable ,covered by pavement or a=10 CINat Applicable cinches of soil. 0403.2 7 i Exterior insulation protected " x x jOComplles Requirement will be met. C408.2.8, :against damage,sunlight. m�� ?w ;Oboes Not 0404.5 ;moisture,wind,landscaping and '[jNat Observable F06 e ui maintenance ` i t [ x ment I q P ONot Applicable ;activities. C402.2.8 Bottom surface of floor structures ClCampiies ;Requirement will be met. Y �L [FO12j3 incorporating radiant heating ,r ©Does Not -3.5. { �4rr� ra. See the Envelope Assemblies ENot Observable ,table for values. iinsulated ta> R lYtr E]Not Applicable Additional Comments/Assumptions: APPROVED FEB 0 4 20115 4t«!vw of ti•:c iy r^�d,;n::r n.�ari:n ar atlti,teim rrei a-c+�c s r r?:-;rikxKra itaie fhu 1 Nigh irn_paet(Tier 1) 2 Medium Impact(T'ser 2) 3 law Impact(Tier 3) Project Soldier On Building D Report date: 01/2211 Data C:\Users\SteveC\Documents\bill lake systems approval\SoldierOn Froject\Energytbuilding Page 3 of 7 d.cck D32 IECC Plan Review Campties? Comments/Assumptions 0103.2 ;Plans and/or specifications provide all ,EDComplies ;Requirement will be met, [PRI)l ainformation with which compliance CJDoes Not ;can be determined for the building ;envelope and document where nNot Observable exceptions to the standard are C]Not Applicable ; claimed. C406 ;Plans,specifications,and/or _ :C1Complies ;Requirement will be met. [PR9}' calculations provide all information C7Does Not with which compliance can be ;determ€ned for the additional energy []Not Observable 'efficiency package options, ONot Applicable C402.3.1 ,Vertical fenestration area <=30 DComplies ;Requirement will be met. [PR10)1 �percent of the gross above-grade wall .'01)oes Not area. ONot Observable C}Not Applicable ; 0402.3.1 ;Skylight area <=3 percent of the l}Cnmplies ;Requirement will be met, [pR11]x ,gross roof area. 0Does Not �[]Not Observable; ;EJNot Applicable C402.3,2 ;In enclosed spaces> 10,000 ft2 ;©Complies ;Requirement will be met. [PR1412 =directly under a roof with ceiling 'FlDoes Not ,heights>15 ft.and used as an office, F lobby,atrium,concourse,corridor, C7Not Observable' storage,gymnasium/exercise center, 'ONot Applicable convention center,automotive service,manufacturing,non- :refrigerated warehouse,retail store, j distribution/sorting area, ;transportation,or workshop,the :following requirements apply:(a)the daylight zone under skylights is>= half the floor area;(b)the skylight area to daylight zone Is>=3 percent with a skylight VT>=0,40;or a minimum skylight effective aperture >=1 percent. C4023.2. ',Areas with obstructions that block ❑Complies Requirement will be met. 2 direct beam sunlight on>=1/2 of the CJDoes Not [PR15l' roof over the enclosed area for more ;than 1,500 daytime hours per year ONot Observable between 8 am and 4 pm. ;ONct Applicable ; Additional Comments/Assumptions: F C 4 2015 TS 4R�N 3 5 rC`ATC5 INC', Ft•.�ewv+n r ,*< � I rni rr t'tto��rzxrt�C 'I�KV+.\S 91�V Ptfi i��i 4 �'i qt�RS xw6 G%kl l�hllgh Impact(Tier impact(Tier 2} 3 Law Impact(Tier 3) Project Soldier On Building D Report date: 01/2211 Data CAUsers\SteveCNDocumentslbill lake systems approvai\SoldierOn Project\Energy\building Page 2 of 7 d.cck COMcheck Software Version 3.9.4 Inspection Checklist Energy Code: 2012 IECC Requirements: 94.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions"column is provided by the user in the COMcheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided'. APPROVED rE8 0 4 2015 t. NC. Raves .<<!:d an{rsr�tuu3uxiruot appry b c g:� s cr zim o:ivas.hzwn itd �p:p,.ra:.a rrq.in:urrn`.s. 2 High 4mpact(Tier 1)* 2' Medium Impart(Tier 2} 3 Law Impact(Tier 3} Project Soldier On Building D Report date: 01/22/1 Data C:\Users\SteveC\Documents\bill lake systems approval\SoldierOn Project\Energy\building Page 1 of 7 d.cck ............ ....._ _...,......_...--- ..................................__................ ..._.. - Name-Title Signature pate Project Notes: Stab insulation Is on site by others BLMH is not responible for any assumptions H\y } I " 15 1 HILL NY rh OF VA G 1 APPROVED FE 8 4 4 2015 1 .•v"•i "'% AILS,N IC tr w r.•: .•�r,•aet9•Y.z•ta irarii fxa Project Title:Soldier On Building D Report date:01/22115 Data filename:CAUsers\SteveMDocumentsWil lake systems approval\SoldlerOn Project\Energy\building d.cck Page 2 of 2 COMcheck Software Version 3.9.4 W Envelope Compliance Certificate FFE80 2412 IECC Section 4: Project Information Project Type:New ConstructionProject Title:Soldier On Building D w Construction Site: Owner/Agent: Designer/Cont SLMH 188 Flanders Road Sprakers,NY 12166 Additional Efficiency Package:High efficiency HVAC.Systems that do not meet the performance requirement will be identified in the mechanical requirements checklist report. Section 2: General Information Building Location(for weather data): Northampton,Massachusetts Climate Zone: 5a Building Space Conditioning Type(s): Residential Vertical Glazing 1 Wall Area Pct.: 8% B0101_ng.Type Ftogr Area Dormitory 2910 Section 3: Envelope Assemblies Envelope PASSES:Design code. Climate-Specific Requirements: Component Name/Description Gross Cavity Cont. Proposed Budget Area or R Value R-Value U-Factor U-Factoria) Perimeter ............._.._....................---.-................... v..._...... Floor 1:Slab-On-Grade:Unheated,Horizontal with vertical 4 ft. 552 -- 10.0 -- Exterior Wall 1:Wood-Framed,16"o.c. 5332 21.0 7.0 0.041 0.064 Window 1:Vinyl Frame:Operable,Perf.Type:Other testing/cert. 300 -- — 0.290 0.450 Product ID:KASKEL,SHGC 0.30(c) Door 1:Insulated Metal,Swinging 130 -- — 0.200 0370 Exterior Walt 2:Wood-Framed,16"o.c. 4150 21.0 7.0 0.041 0.064 Window 2:Vinyl Frame:Operabie,Perf.Type:Other testing/cent. 447 - -• 0.290 0.450 Product ID:KasKel,SHGC 0.30(c) Window 3.Vinyl Frame:Fixed,Perf.Type:Other testing/cert. 36 - -- 0.290 0.380 Product ID:KasKel,SHGC 0.30(c) Door 2:Insulated Metal,Swinging 130 — 0.200 0.370 Roof 1:Attic Roof with Wood Joists 3464 44.0 0.0 0.023 0.021 (a)Budget€/-factors are used for software baseline calculations ONLY,and are not code requirements. (b)`Other'components require supporting documentation for proposed 1.1-factors. (c)Fenestrations product performance must be certfied in accordance with NFRC and requires supporting documentation. Section 4: Compliance Statement Compliance Statement The proposed envelope design represented in this document is consistent with the building plans,specifications and other calculations submitted'with this permit application.The proposed envelope system has been designed to meet the 2012 IECC requirements in COMcheck Version 3.9.4 and to comply with the mandatory requirements in the Requirements Checklist. Project Title:Soldier On Building D Report date:01122f15 Data filename:C:Wsers\SteveClDocumentsib€It lake systems approvanSoldierOn Prcject4Energylbuilding d.cck Page 1 of 2 012IEC Final Inspection Complies? Comments/Assumptions 0402.4.6 Weatherseals installed on all loading OComplies 1F137]1 :dock cargo doors. ODaes Not []Not Observable ONot Applicable 0402.4:8 ;Recessed luminaires in thermal OComplies 'Requirement will be met. (F12613 envelope to limit infiltration and be IC ,ODoes Not „rated and labeled.Seal between ONot Observable Interior finish and luminaire housing. ONot Applicable , C406 Efficient HVAC performance,efficient ;C]Complies :Requirement will be met. (F1.3411 lighting system,or on-site supply of 'ODoes Not ; renewable energy consistent with t7N'at Observable what is shown the approved plans. ONot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2:Medium impact(Tier 2} 3, Low Impact Crier 3] APPROVED FED 0 4 2015 r X,ec t YA1G5,it:r_ rcyYhrr c>a s rc., � nxn m�tnudotazaat t1i:,^N;iy^J r!.v1u.xx:a t or ifiadn'.ie*ss l'M,9 f4i@ e{:t'w:atd.^tetjce!AnkviR.. Project Soldier On Building C Report 01/19/15 Data C:\users\SteveC\Documents\bill lake systems approvaltSoldierOn Project\Energy\building Page 7 of 7 c.cck section Plans Verified Pie id Verified #k insulation inspection Value Value Complies? Comments/Assumptions &Req.ID 0402.4,1, ,All sources of air leakage in the i aQComplies Requirement will be met. 1 building thermal envelope are ©Does Not [IN111 ;sealed,caulked,gasketed, , sal QNot Observable weather stripped or wrapped,...-.. ,,., moisture vapor-permeable Y +�r a£�� aQNot Applicable ;wrapping material to minimize air i leakage. 0402.4,2. 'RoofR-value,For some ceiling R- QOomplies :See the Envelope Assemblies 1 ,systems,verification may need to 0 Above deck ❑ Above deck QDoes Not ,table for values. [IN2.1t ;occur during Framing Inspection. ❑ Metal ❑ Metal QNot Observable Attic ❑ Attic !nNot Applicable 0363+ R of insulation installed per C Complies µ Requirement will be met. [IN311 =manufacturers instructions, "s �f r yi QDaeS Not =Blown or poured loose-fill ©Nat Observable ; ;insulation IS installed only here `Y �� ssr .i tithe roof slope is<-3 in 2: Applicable j C303,2 .Above-grade wall insulation QCamplies Requirement will be met. -- [IN711 installed per manufacturer"s � � z' � ��<t i .� C1Daes Not iRStrFlCtlanS. QNot Observable ClNat Applicable C402.25 ;Floor insulation R-value. R R- QComplies ;See the Envelope Assemblies IN81?. Q Mass © Mass iLIDoesNot 1table for values. D Sleet ❑ Steel ;QNot Observable Wood Q Wood 'QNot Applicable 4 0303.1' ;Building envelope insulation is plies Requirement will be met, iIN701� ;labeled with R-valueorimutation QDoesNot certificate providing R-value and "'ONot Observable other relevant data. ;:., y.. .. � x,<•a.,.,,r ,w , ...,<.�x�,.�1`°kQNot Applicable ed . 03U .2;1 Exterior insulation Is protect R w iComplies 'Exceptions Requirement - „ 4r [IN14J?, ~from damage with a protective ',I'r " f�,a, ` � r �d;©Does Not does not apply. material.Verification for exposed ; r ri a'a x n1+8� ifoundation Insulation may need i v " ' £w r l ° ;'r N," .jQNot Observable ea r ?C1Not Applicable ito occur during Foundation 4;;� ��i;� � `� ri '" 'i Inspection, - - C402,2;1 i Insulation intended to meet the a z'gt' 'C1Complies Requirement will be met. [IN17] !roof insulation requirements - "° r ;QDoes Not cannot be installed on tap of a " } ;suspended ceiling.Mark this sy}QNot Observable ; requirement compliant if r` ' ©Not Applicable insulation is installed accordingly. s Additional Comments/Assumptions: APPROVE� 1r°a;INC. aF�.noos and n +:«.-'=1.w�+4iona{m�rr tlft 1 Hlgh Impact(Tier 1) 2 Medium impact(Tier 2) 3 Low Impact(Tier 3) __ _......._�_._..� _� Project Soldier On Building C - Report date: 01/19/1 Data C:\U'sers\SteveC\Documents\bill lake systems approval\SoldierOn Project\Energy\building Page 6 of 7 c.cck Section Mechanical Rou h-ln Plans Verified Field Verified # tnspectiong Value Value Complies? Comments/Assumptions &Re ,ID _ C402.4.5, !Stair and elevator shaft vents J Dcomplies _ Requirement will be met. ;have motorized dampers that x" ClDpes Not [ME313 !automatically close. j(]Not Observable F } ©Not Applicable C402,45 ;Outdoor air and exhaust systems A '©Complies Requirement will be met. 2 have motorized dampers that DOoes Not [MES813 Fautomatically shut when not in ! ![jNOt Observable use and meet maximum leakage rates.Check gravity dampers ;CTNot Applicable where allowed. Additional Comments/Assumptions: APPROVED B U 4 2015 T Ag t a 'PATES,INC. iibxWtr it:h t "U 4 t sd cru�x�tPxaiar� d}�r�t8 a*,1 V ..�nX as ue�;'stisxit i:gtet tIH. High Impact(Tier 1) 2 Medium impact(Ter 2) 3 tow impact(Tier 3) Project Soldier On Building C Report date: 01/19/1 Data C:\users\SteveC\Documents\bill lake systems approval\SoldierOn ProjectlEnergy\building Page 5 of 7 c.cck section Plans Verified Field Verified # Framing l!tough-in Inspection Value value Complies? Comments/Assumptions &Re .iD C402.4.1, ;The building envelope contains a ;,> QComplies Requirement will be met. C402.4.2 continuous air barrier that is ; "� Oboes Not FR16 1 sealed In an approved manner r a ( :sealed PP ° 5 ©Nat Observable and either constructed or testedy Not Applicable yin an approved manner.Air s� s:uptq ra+ i-• ;barrier penetrations are sealed in { f r4 , fi, an approved manner. - rati ` ' ?[]Cam Ices ::Requirement will be met. 0402,4.3 factory-built fenestration and +� '` � �� " , d�aa r �� p C402.4.4 :doors are labeled as meeting air x z t N []Does Not [FR1871 ;leakage requirements, l[]Not Observable ; �F S ,ONot Applicable C402.4.7 ;Vestibules are installed on all ; ' ¢3a, i I�COmplies [FR1711 :building entrances.Doors Crave ' 4�� r �, =©Does Not :self-closing devices. „ , ri`, [ Not Observable C402.3.3, 'Vertical fenestration U-Factor. U- U ,C7Complies See the Envelope Assemblies 0402.3.4 `[]Does Not ;table for values. [FR8ji []Not Observable QNot Applicable C402.3.3 Vertical fenestration SHGC value. SHGC: SHGC:_ []Complies _ 5ee the Envelope Assemblies [FR10)1 :[]Does Not fable for values. ;[]Not Observable ;[]Nat Applicable C303.1.3, 4 Fenestration products rated in s �Dizomplies ',Requirement will be met. to t,a a °v[]Does Not [FR1"2)2 (accordance with NFRC. i []Nat Observable []Nat Applicable 03011.3 ;Fenestration products are � r, , �� a[]Complies Requirement will be met. (FR13)1 certified as to performance labels Not OF certificates provided. :[]Not Observable ❑Not Applicable 0402.3:7 U-factor of opaque doors U-_ U ;[]Complies ;See the Envelope Assemblies [FR14] ",t associated with the building [J Swinging Q Swinging jQDoes Not Itable for values. ;thermal envelope meets 0 Nonswinging ❑ Nonswinging .pNot Observable nts i requreme . � � �QNot Applicable a Additional Cornments/Assumptions: APPROVED FEB 0 4 2015 s k i`•,fNC. �.lfCW r' 41`i>l 44t�MkGlTA pf a�j#t v,,a rp E •.o.riaw,vr ln::m th.� 1 High Impact(Tier 1) 2 tNedium impact(Tier 2) 3> low Impact(Tier 3) Project Soldier On Building C Report date: 01/19/1 Data C:\Users\SteveC\Documents\bill lake systems approval\SoldierOn Project\Energy\building Page 4 of 7 c.cck Section Footing/Foundation Plans Verified Field Verified # Inspection Value Value complies? Comments/Assumptions&Re. tD C402.2'G ;Slab edge insulation R-value. R R- ❑Complies See the Envelope Assemblies 1�03p ❑ Unheated ;❑ Unheated CIDoes Not table for values. Heated j❑ Heated :❑Not observable :©Not Applicable C303.21 Slab edge insulation installed per Requirement will be met. (F04]2 Imanufacturer'sinstru []Does Not O a Not Observable g;C4Not Applicable ...._ C402.2.6 ;Slab edge insulation ft ft COComplies ;see the Envelope Assemblies [005]2 depth/length.Slab insulation ©Does Not table for values. extending away from building is ;©Nat Observable covered by pavement or>= 10 CINat Applicable inches of soil. 0403,2,7 Exterior insulation protected s y ©Complies _ Requirement will be met. 0408.2.8, ;against damage,sunlight, DDoes Not C404.5 ;moisture,wind,landscaping and �+ [FO61* :equipment maintenance n-Not Observable , �ONot Applicable ;activities. `l ' b x <j +` j pp ...,. .�.�. - .. ,,.. 0402.2.8 !Bottom surface of floor structures x *` " tOComplies Requirement will be met. [FO12]3 !incorporating radiant heating s "ODoes Not See the Envelope Assemblies insulated to>=R-3.5. Not Observable © table for values. ©Not Applicable Additional Comments/Assumptions: APPROVED FES 0 4 2015 n TR APt,:Gfl, f,tS,INC. fBYI@W ed &...nrr ,x+;a an+ urixr w apP+nio v ry'TY 0,u arpia,:rk.rcqul�;m�alw. 1 High impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)_.. Project Soldier On Building C Report date: 01/19/1 Data C:Wsers\SteveC\Documents\bili lake systems approval\Soldieron Project\Energy\building Page 3 of 7 c.cck O12 IEC Plan Review Complies? Comments/Assumptions C103.2 Plans and/or specifications provide all ElComplies :Requirement will be met. (PR111 information with which compliance ODoes Not can be determined for the building nNot Observable ;envelope and document where !exceptions to the standard are ONot Applicable claimed, C406 ;Plans,specifications,and/or (-lcomplie:s ;Requirement will be met. (PR911 !calculations provide all information ODoes Not !with which compliance can be [ Not Observable'. determined for the additional energy lefficlency package options. ,IDNot Applicable _.__._......_. --.................... C402.3.1 :Vertical fenestration area <=30 0complies :Requirement will be met. (PR1011 percent of the gross above-grade wall :;00oes Not ;area. [)Not Observable ©Nat Applicable C402.3.1 ;Skylight area <=3 percent of the C)Complies :Requirement will be met. (PR1111 :gross roof area. ©Does Not 17INot Observable:. jElNot Applicable C402.3.2 In enclosed spaces> 10,000 ft2 ,OComplies Requirement will be met. (PR1411 :directly under a roof with ceiling QDoes Not :heights>15 ft.and used as an office, 'ONot Observable :lobby,atrium, concourse, corridor, storage,gymnasium/exercise center, E)Not Applicable ;convention center,automotive ;service,manufacturing,non. refrigerated warehouse,retail store, distribution/sorting area, transportation,or workshop,the following requirements apply:(a)the daylight zone under skylights is> half the floor area;(b)the skylight °area to daylight zone is>=3 percent with a skylight VT>=0.40;or a :minimum skylight effective aperture >= 1 percent._ C402.3.2. ;Areas with obstructions that block ;C1Compiies ;Requirement will be met. 2 direct beam sunlight on>= 1/2 of the ;C)poes Not (PR1.511 roof over the enclosed area for more t No . .Observable than 1,500 daytime hours per year QNt Applicable between 8 am and 4 pm. Additional Comments/Assumptions: w ap AP APPROVED,RO eih V x Ew#D F£S 0 4 2015 rxr w a h*S, .r Review ni tClCetiz.h s d'cs rr k of rxnieanurrs ar day:.:cixzna.Ersxtt 13ra Lr:ir'i.:o;taGT rc�aitnnx:>rtx_ 1 High impact(Tier 1) 2; Medium Impact( ier 2) 3 Low Impact(Tier 3) Project Soldier On Building C Report date: 01/1.9/1 Data C:\Users\SteveC\Documentslb1II lake systems approval\SoldlerOn Project\Energy\building Page 2 of 7 C.cck COMcheck Software Version 3.9.4 Inspection Checklist Energy Code: 2012 IECC Requirements: 94.0% were addressed directly in the COMcheck software "text in the"Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. APPROVED FEB 0 4 2015 T.R.AP"O V&AS^JCIARS,INC. Aavrr Co$4 dM,erwta iurx gat"ra to ar app aw uny amiuiaru or da ri v t,�ft"ilk/ °Pf'IrewNo roquirarennEC. 1 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 3 1 tow Impact(Tier 3) Project Soldier On Building C Report date: 01/19/1 Data C.\Users\SteveC\Documents\bill lake systems approval\SoidierOn ProjectlEnergy\bullding Page 1 of 7 c.cck Name-Titie Signature Elate Project Notes: Slab insulation is on site by others BLMH is not responible for any assumptions C F i� C) o. 15 r T HILL ty NY J t7. F AF'PR � 1E9 4 �to Project Title:Soldier On Building C Report date:01119115 Data filename:C:IUserstSteveC\Documentsib ll lake systems epprovaASotdierOn ProjecrilEnergyftilding c.cck Page 2 of 2 CQMcheck Software Version 3.9.4 =a Envelope Compliance Certificate 2012 MECC Section 1: Project Information Project Type:New Construction Project Title:Soldier On Building C Construction Site: Owner/Agent: Designer/Contractor: BLMH 186 Flanders Road Sprakers,NY 12166 Additional Efficiency Package:High efficiency HVAC.Systems that do not meet the performance requirement will be identified in the mechanical requirements checklist report. Section 2: General Information Building Location(for weather data): Northampton,Massachusetts Climate Zone: 53 Building Space Conditioning Type(s): Residential 7APPRO)VED 2 015 Vertical Glazing f Wall Area Pct.: 8% lRu...ilding_Typp Floor Area Dormitory 2910 Section 3: Envelope Assemblies Envelope Design better than code. Climate-Speck Requirements: Component Name/Description Gross Cavity Cont. Proposed Budget Area or R:Value R2 Value U-Factor U-Factorial Perimeter Floor 1:Slab-On-Grade:Unheated,Horizontal with vertical 4 ft. 552 -- 10.0 — — Exterior Walt 1:Wood-Framed,16"o.c. 5332 21.0 7.0 0.041 0.064 Window 1:Vinyl Frame:Operable,Perf.Type:Other testing/cert. 300 — – 0.290 0.450 Product ID:KASKEL,SHGC 0.30(c) Door 1.Insulated Metal,Swinging 130 — -- 0.200 0.370 Exterior Wall 2:Wood-Framed,16"o.c. 4150 21.0 7.0 0.041 0.064 Window 2:Vinyl Frame:Operabte,Pert.Type:Other testing/cert. 447 --- -- 0.290 0.450 Product 10:KasKel,SHGC 0.30(c) Window 3:Vinyl Frame:Fixed,Perf.Type:Other testing/cert. 36 –" –' 0.290 0.380 Product ID:KasKel,SHGC 0.30(c) Door 2:Insulated Metal,Swinging 130 – – 0.200 0.370 Roof 1:Attic Roof with Wood Joists 346-0 44.0 O.Q 0.023 0.021 (a)Budget 1.1-factors are used for software baseline calculations ONLY,and are not code requirements,. (b)'Other'components require supporting documentation for proposed U-factors.. (c)Fenestrations product performance must be eertfied in accordance with NFRC and requires supporting documentation. Section 4: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed envelope system has been designed to meet the 2012 IECC requirements in COMcheck Version 3.9.4 and to comply with the mandatory requirements in the Requirements Checklist Project Title:Soldier On Building C Report date:01119115 Data filename:C:\Users\SteveC\Documents\bill take systems approval\SoldierOn Propect\Energy\building c.eck Page 1 of 2 U12lEC Final Inspection Campiies2" Comments/Assumptions 0402.4.6 Meatherseais installed on all loading OComplies [F13711 dock cargo doors. Oboes Not C]Not Observable 0Not Applicable _ 0402.4.8 Recessed luminaires in thermal OComplies Requirement will be met, 1F12613 `envelope to limit infiltration and be IC "00oes Not gated and labeled.Seal between interior finish and luminaire housing. [ Not Observable ONot Applicable C406 I Efficient HVAC performance,efficient OComplies Requirement will be met, 11`13411 ,lighting system,or on-site supply of Ciboes Not renewable energy consistent with what is shown the approved plans. oNot Observable ONot Applicable j Additional Comments/Assumptions: 1 High Impact(Tier 1) 12 1 Medium impact(Tier 2) 13'1 Low Impact(Tier 3) APPROVED FEB 0 4 2015 n}•{vww w p t ,t,,v Est f'n^-;rt t1+e Project Soldier On Building B Report 011/19/15 Data C:\l.isers\SteveC\Documents\bill lake systems approval\SoldierOn ProjecUnergytbuilding Page 7 of 7 b.cck Section Plans Verified Field Verified # Insulation Inspection' value Value Complies! Comments/Assumptions &Re .IU 0402.4.1. Ail sources of air leakage in the ft ' ;©Complies ;Requirement wilt be met. 1 !building thermal envelope are ,C1Does Not [IN1]1 :sealed,caulked,gasketed, ;weather stripped or wrapped with Observable moisture vapor-permeable �` p �� ?QNot Applicable ;wrapping material to minimize air,", :leakage. C402.4.2. ;Roof R-value.For some ceiling R- i R- ]Complies See the Envelope assemblies 1 :systems,verification may need to Q Above deck ;[] Above deck ;QDaes Not table for values. [IN211 ;occur during Framing Inspection. © Metal ;❑' Metal QNot Observable © Attic :❑ Attic C]Not Applicable ; 0303.2 ,Roof insulation installed per %OComplies Requirement will be met. [IN3]1 !manufacturer's Instructions. �"01)oes Not ;Blown or poured loose-fill i s , insulation Is installed only where ` z �� a �ti, QNot Observable _ the roof slope is< 3 in 12. Applicable 0303.2 Above grade wall insulation �yLComplies Requirement will be met. [lN7]1 Installed per manufacturer's = QDoes Not instructions. QNotObservable 'k'; QNotApplicable C402.2S5.. Floor insulation R-value. R- R- QComplies see the Envelope assemblies Mass ;[j Mass QDoes Not :table for values. © Steel Q, steel QNot Observable Q Wood ❑ Wood 1ONot Applicable 0303.1 Building envelope insulation is - plies i Requirement will be met. [INMJ)t labeled with R-value or insulation SUboes Not :certificate providing R-value and s other relevant data. ©Not Observable • . i «, �. �: . .:' ,t._�"'UNotApplicable _ 003.2,1: Exterior insulation is proCected ? � DComplies Exception:Requirement [IN14f from damage with a protective , ;01)oes Not does not apply. ;material.Verification for exposed k c , ,QNot Observable foundation insulation may need `to occur during Foundation " �t < �� f h� fQNot Applicable 'Inspection. 0402.2.1 ?Insulation intended to meet the aClcomplies Requirement will be met. [IN17]3- =roof insulation requireents �` i;QDoes Not m cannot be installed on top of a suspended ceiling.Mark this i QNot Observable requirement compliant if nQNOt Applicable insulation is installed accordingly. Additional Comments/Assumptions: APPROVED FEB 0 4 2015 ire. Cm� � r urwci'xry o.' 1 High Impact(Tier 1} 2 i Medium Impact(Tier 21__J 3 Law Impact(Tier 31 Project Soldier On Building B Report date: 01119/1 Data C:tUserstSteveC\Documentslbill lake systems approvallSoldierOn Project�Energylbuilding Page 6 of 7 b.cck Section Mechanical Itough•Itt Plans Verified Pield'Verlfled # Complies? Comments/Assumptions &Re ,ID inspection Value Value 0402.4.5. Stair and elevator shaft vents OCompi es _ ,Requirement will be met. 1 have motorized dampers that t yE)Does Not IME3]3 ;automatically close, b z a x ©Not Observable ONot Applicable C402.4.5. `,Outdoor i a n ar d u exhast systems �Compiies Requirement will be met. 2 have motorized dampers that Not [ME5813 „automatically shut when not in !use and meet maximum leakage , ; C7Not Observable s -]Not Applicable :rates.Check gravity dampers x where allowed. „ �. ,.•.� ;..�; s , Additional Comments/Assumptions: APPROVED FEB o 4 2015 S R ARN f ,''011TES,tNC. R�•+•iew 4°ns..i^::'+ 7r,sn nc,�auNwriYm or a�p+nru xry cukys ms's or 4w,l"m From EtW QFF•�ceenYe.ruquiremtetl�.. ---........... 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low impact("tier 3)____ Project Soldier On Building B Report date: 01119/1 Data C:\Users\SteveC\Documents\bill lake systems approva!\SoldlerOn ProjecttEnergylbuilding Page 5 of T b.cck Section Plans Verified Field Verified #' Framing/Rough-in inspection Value Value Complies? Gamments/Assumptions &Req.10 _ 0402.4.1, :The building envelope contains a r DOomplies Requirement will be met, 0402.4.2 'continuous air barrier that is a DDoes Not (FR16]1 ;sealed in an approved manner Observable and either constructed or tested " in an approved manner.Air i A pp licable , barrier penetrations are sealed in j an approved manner. 0402:4.3, 'Factory-built fenestration and 3 � omplies <Requirement will be met. C402.4.4 ?doors are labeled as meeting air raDDaes Not (FR16J3 ;leakage requirements. D f Nat Observable i y 1; x� °rtt zts av n§S Pte P .St "DNot Applicable C402.43 `Vestibules are installed on all :_` �DOomplies 1FR17j3 building entrances.Doors have ( �DDaes Not jself-closing devices. aONot Applicable e t 0402.3.3. ;Vertical fenestration U-Factor. U- ; U- DCompltes ;See the Envelope Assemblies C402.3.4 �DDoesNot table for values, (fR8]' 'DNot Observable DNot Applicable 0402.3.3 ;vertical fenestration SHGC value.: SHGC: SHGC: DComplies See the Envelope Assemblies jFR101' DDOesNot ;table for values. 'DNot Observable DNot Applicable C303.1.31 Fenestration products rated in DComplies ;Requirement will be met. If R1212 :accordance with NFRC. DDoes Not DNot Observable ?'DNot Applicable 0303.23 ;Fenestration products are s u ,ClCompiies ;Requirement will be met. [rR13}' jcertifoed as to per€arrnanee labels 'CJDoes Not or certificates pro'v'ided. }# DNot Observable i DN'ot_Applicable C402.2.7, U-factor of opaque doors U- U-_ DComplies See the Envelope Assemblies (FR14)7 associated with the building ;❑ Swinging Swinging DDoes Not table for values,. thermal envelope meets ;❑ Nonswinging Nonswinging .DNot Observable z requirements. ONot Applicable Additional Comments/Assumptions: APPROVED FEB 0 4 2m or „h*.wn in 1 iHigh impact(Tier 1) 2 Medium Impact(Tier 2} 3 l )w Impact(Tier 3).....� Project Soldier On Building B Report dater 01/19/1 Data CAUsers\SteveC\Documents\bill lake systems approvallSoldierOn Project\Energy\building Page 4 of 7 b.cck Section Footing/Foundation Plans Verified Field Verified # Complies? Comments/Assumptions &Re g.10 Inspection Value Value r.:...._.__:......_..---- -• 0402.2.6 ;Slab edge Insulation R-value. R- R- OComplies See the Envelope Assemblies [FO312° ❑ Unheated [ Unheated Oboes Not table for values, Q Heated Q Heated []Not Observable �ONot Applicable 0303,2 ;Slab edge insulation installed per UComplies Requirement will be met. [FO412° manufacturer's instructions. r[1Does Not atir 'zr QNot Observable ;, INot Applicable 0402.2.6 Slab edge insulation _ it i ___It OComplies See the Envelope Assemblies [FOS]2 depth/length.Slab insulation iClDoes Not table tar values. :extending away from building is covered by pavement or>= 1.0 QNot Observable inches of soli. ;C�Not Applicable C403.2.7, ,Exterior insulation protected , r fCiComplies 'Requirement will be met. C408.2.8, �against damage,sunlight. Does Not C404.5 ;moisture,wind,landscaping and fir IF061 equipment maintenance �' r; r �a3r s 1,QNOtC7bServable activities. y � ©Not Applicable z s x 3 0402:2.8 Bottom surface of floor structures ` ;CaComplies `Requirement will be met. IF01213 ,incorporating radiant heating E]Does Not insulated to>=R-3.5. See the Envelope Assemblies Q'NotObservable :table forvalues. k ONot Applicable Additional Comments/Assumptions, APPROVED FEB 0 4 2d#5 re ar W,. a,k r,c. cj�wmq M .}OPY ,..,.._....�.,. .PJMittir!'�G; 1 High Impact(Tier 1) 2'Medium Impact(Tier 2) 3 Low Impact(Tier 3) ._.� Project Soldier On Building B Report date: 01/19/1 Data C:\Users\SteveC\Documents\bill lake systems approval\SoldierOn Project\Energy\building Page 3 of 7 b.cck 022 IEC Plan Review CompUes? Comments/Assumptions: C1012 ;Plans and/or specifications provide all 'OComplies ;Requirement will be met. [PR1]1 information with which compliance ODaes Not can be determined for the building ;envelope and document where ONot Observable:; exceptions to the standard are ONot Applicable claimed. C406 ;Plans,specifications,and/or OComplies :Requirement will be met. [PR9)1 'calculations provide all information ODoes Not with which compliance can be determined for the additional energy 'ONot Observable efficiency package options. ONot Applicable C402.3.1 Vertical fenestration:area<=30 OComplies :Requirement will be met. [PR10)1 percent of the gross above-grade wall ODoes Not ;area. ONot Observable ONot Applicable _..--.__........ 0402.3.1 ;Skylight area¢=3 percent of the OComplies ;Requirement will be met. (PR1111 gross roof area. ODoes Not ONot Observable; ONot Applicable 0402.3.2 In enclosed spaces>10,000 ft2 OComplies ;Requirement will be met. (PR14)1 'directly under a roof with ceiling ODoes Not ,heights>15 ft.and used as an office, lobby,atrium,concourse,corridor, ONot Observable 1 storage,gymnasium/exercise center, ONot Applicable ;convention center,automotive ,service,manufacturing,non- refrigerated warehouse,retail store, distribution/sorting area, ;transportation,or workshop,the following requirements apply:(a)the :daylight zone under skylights is>= half the floor area;(b)the skylight area to daylight zone is>=3 percent with a skylight VT>=0.40;or a :minimum skylight effective aperture >=1 percent. _ C402.3.2. ;Areas with obstructions that block OComplies :Requirement will be met. 2 :direct beam sunlight on>=1/2 of the ;Oboes Not [PR15]1 !roof over the enclosed area for m ore than 1,500 daytime hours per year ONot Observable between 8 am and 4 pm. �ONot Applicable Additional Comments/Assumptions: APPROVED FES 0 4 2015 t5,INC_ srNcAotiraor tore n,A- ,onu ficM the opC+lcayula n+Gctrui-x¢tts. 1 JHigh Impact(Tier 1) 12 1 Medium Impact('Fier 2) 3 Low impact(Tier 3) -� Project Soldier On Building B Report date: 01/19/1 Data CAUsers\SteveC\Documents\bill lake systems approval\SoldierOn Project\Energyl,build ng Page 2 of 7 b_cck M� COMcheck Software Version 3.9.4 Inspection Checklist Energy Code: 2012 IECC Requirements:. 94.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions"column is provided by the user in the COMcheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. 7APPROVED.01 Ar..ieu as::-:;4 1,V-nh+ee<x:.aa rat c"dweriXS M 7Ef�,,.t.t:.:i:.t�•�!a:inni GJ C YE4'I4n i)t.(q'f Ehc 1 High Impact(Tier 1) 2 1 medium impact(Tier 2) l 3 Low Impact(Tier 3) Project Soldier On Building Report date: 01/19/1 Data C:\Users\SteveC\Documents\bill lake systems approval\SoldierOn Project\Energy\building Page 1 of 7 b.cck Name-Title Signature Late Project Notes: Stab insulation is on site by others BLMFI is not responible for any assumptions r- `'` rtiELL c �H OF APfi''tLOViF ) 4 FEB 04 2,9115 of idltr.n� i� ^a3 ia:ts. Project Title:Soldier On Building B Report date:01119/15 Data filename:CAUsers\SteveC0ocumentslb ll lake systems approvaKSoidierOn ProjecttEnergy\building b.cck Page 2 of 2 COMeheek Software Version 3.9.4 4 Envelope Compliance Certificate 2012 IECC Section 1: project Information Project Type:New Construction Project Title:Soldier On Building B Construction Site: Owner/Agent: Designer/Contractor: BLMH 188 Flanders Road Sprakers,NY 12186 Additional Efficiency Package,High efficiency HVAC.Systems that do not meet the performance requirement will be Identified in the mechanical requirements checklist report. Section 2: General Information -- Building Location(for weather data): Northampton,Massachusetts APPRO 'C D Climate Zone: 5a Building Space Conditioning Type(s): Residential Vertical Glazing/Wall Area Pct.: 7% FEB O 4 2015 { 00141[ng Type Floor Area j Dormitory 2910 Section 3: Envelope Assemblies Envelope PASSES:Design 13%better than code. Climate-Specific Requirements: Component Name/Description Gross Cavity Cont. Proposed Budget Area or R Value R-Value U-Factor U-Factor(a) Perimeter Floor 1:Slab-On-Grade:Unheated,Horizontal with vertical 4 ft. 470 -- 10.0 -- -- Exterior Wall 1:Wood-Framed,16"o.c. 4540 21.0 7.0 0.041 0.064 Window 1:Vinyl Frame:Operable,Perf.Type:Other testingkaert. 252 -- -- 0.290 0.450 Product ID:KASKEL,SHGC 0.34(c) Door 1:Insulated Metal,Swinging 130 -» — 0.200 0.370 Exterior Wail 2:Wood-Framed,16"o.c. 4150 21.0 7.0 0.041 0.064 Window 2.Vinyl Frame:Operable,Pert.Type:Other testing/cert. 338 --- -- 0.290 0.450 Product ID:KasKel,SHGC 0.30(c) Window 3:Vinyl Frame:Fixed,Perf.Type:Other testing/cent. 48 - 0.290 0.3800 Product ID:KasKel,SHGC 0.30(c) Door 2:Insulated Metal,Swinging 130 0.200 0.370 Roof 1:Attic Roof with Wood Joists 2907 44.0 U 0.023 0.021 (a)Budget 1.1-factors are used for software baseline calculations ONLY,and are not code requirements. (b)'Othee components require supporting documentation for proposed U-factors. (c)Fenestrations product performance must be certfied in accordance with NFRC and requires supporting documentation. Section 4: Compliance Statement Compliance Statement: The proposed envelope design represented in this document Is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed envelope system has been designed to meet the 2012 IECC requirements in COMcheck Version 3.9.4 and to comply with the mandatory requirements in the Requirements Checklist, Project Title: Soldier On Building B Report date:01/19115 Data filename:C:1UserstSteveClDocuments%iit lake systems approvatiSoidierOn ProjectiEnergytbuiiding b.cck Page 1 of 2 20121EC Final Inspection Complies? Comments/Assumptions C402.4.6 Weatherseals installed on all loading OComplies [F137)1 dock cargo doors. ClDoes Not ;ONot Observable ONot Applicable ..�. ._ C402.4.8 Recessed luminaires in thermal 7 Complies M ;Requirement will be met. (F126)3` envelope to limit infiltration and be IC C)poes Not raved and labeled.Seal between interior finish and luminaire housing. QNot Observable ONot Applicable C406 Efficient HVAC performance,efficient OCompiies ;Requirement will be met. (F[34)1 lighting system,or on-site supply of �ODoes Not renewable energy consistent with :what Is shown the approved plans. ONot Observable :[ Not Applicable Additional Comments/Assumptions: 1 High impact(Tier 1) 12-1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) APPROVED FEB o 4 2015 N e t us"�`: Ilk M t n ttL�:[IfiTQ SN �¢}aare ony + .a c.ii wic'1 xu irnrt.dw cp}d,cu�hrmy sit,'use's. Project Soldier On Building A Report 01/19/15 Data C:\UserslSteveC\Documents\bill lake systems approval\So€dierOn Project\Energy\building Page 7 of 7 a.cck Section Plans Verified Field'Verified # Insulation lnspectinn Value Value complies? Comments/Assumptions' &Re Its 0402,4.1. ;All sources of air leakage in the OComplies Requirement will be met. I =building thermal envelope are Opaes Not [IN111 :sealed,caulked,gasketed. ,� +`n-Not Observable weather stripped or wrapped with, pY , moisture vapor-permeable 11,ONot Applicable ;wrapping material I minimize airy' r , ;leakage. C402.4.2. ;Roof R-value.For some ceiling R- R- OComplies See the Envelope Assemblies 1 :systems,verification may need to:O Above deck ;❑ Above deck ODOes Not table for values. [IN211 ;occur during Framing Inspection. O Metal ❑ Metal ONot Observable [3 Attic ;❑ Attic ONot Applicable 0303.2 Roof insulation installed per ' Complies Requirement will be met. (IN311 manufacturer's instructions. �` Y" s �' 'x i '��- ODoes Not ,Blown or oured loose-fill p ONot Observable insulation Is installed only where the roof slope is{=3 in 1.2. a r,ONot Applicable �C3O3.2 ;Above-grade wail insulation ,- � ? n lv�iiOcom lies ;Requirement will be met. [IN711 installed per manufacturer's ODaes Not instructions. C.�Not Observable 4E kYai , r y ONotA livable 0402.2:5 Floor insulation R-value. R- R- OCompiies See the Envelope Assemblies [IN81? ;O Mass ❑ Mass Oboes Not ;table far values. Steel j O Steel '[]Not Observable ❑ Wood ;Q Woad ONot Applicable 0303.1: ,Building envelope insulation is r OCOmplies Requirement will be met, x [I1101? . —�labeled with R-value or insulation Oaoes Not l certiflcate providing R-value and ONot Observable :other relevant data. ONot Applicable 0303.2',1 Exterior insulation is protected r' OCompiies Exception:Requirement [IN141=. :from damage with a protective i 5' T ;ODoes Not 'does not apply. material,Verification for exposed { ;foundation Insulation may need � � r 'ONot Observable Ito Ducar during Foundation ©Nat Applicable i Inspection, f "5411, 0402.2.1 Insulation Intended to meet the ,` t ocomplies ;Requirement will be met, [IN1713 'roof Insulation requirements ' ODaes Not cannot be Installed on tap of a suspended ceiling.Mark this F a s „ ONot Observable requirement compliant If ryxONot Applicable ,insulation is installed accordingly Additional Comments/Assumptions: APPROVED FEB Q 4 2015 ANC. a.t4srizn ox r'i'.'WfF li�4 1 hligh impact(Tier 1 14.1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Soldier On Building A Report date: 01/19/1 Data C:\Users\SteveC\Documents\bill lake systems approval\SoldierOn Project\Energy\building Page 6 of 7 a.cck See#ian Mechanical Rough•ln Rlans Verified Field Verified , inspection Value Value Complies. Comments/Assumptions C402,4.5. Stair and elevator shaft vents ;;C!Complies ;Requirement will be met, 1 have motorized dampers that �dDaes Not [ME313 ;automatically close. ©Not Observable '-ONot Applicable C402.4.5. Outdoor air and exhaust systems FICornplies Requirement will be met. 2 have motorized dampers that ©Does Not [ME58I3 ;automatically shut when not in : u i�t`" ' l use and meet maximum leakage ,� �, ,� :©Not Observable rates,Check gravity dampers Applicable where allowed. Additional Comments/Assumptions: APPROVED FEB 4 4 2015 i.t :ATES,ANC. §4 .v c fn 'i xu,o a Tat aa6et*[m eX p}^m w vY rho cTrfi4itLa�C;�ij:i'R!t�Ml1}, 1 High Impact(Cier 1) 2 Medium Impact(Tier 2) 3 Low Impact('tier 3) Project Soldier On Building A Report date: 01/19/1 Data C:\Users\SteveC\Documents\bill lake systems approval\SoldierOn ProjectlEnergy\building Page 5 of 7 a.cck Section Flans Verified field Verified # Framing/Rough-In Inspection Value Value Cornplies7 Caimments/Assumptions & Re .1D _ C402.4.1, ;The building envelope contains a ,ClOomplies ;Requirement will be met. 0402.4.2 continuous air barrier that is i ❑Does Not [FR16]1 :sealed in an approved manner []Not Observable Observable and either constructed or tested in an approved manner.Airy , a r r ' s ❑Not Applicable :barrier penetrations are sealed In d _ f an approved manners _.-.__..._ 0402.4;3 Factory-built fenestration and ;❑Complies ;Requirement wilt be met. C402.4.4 doors are labeled as meeting air ©Does Not (FR1$)' leakage requirements. ❑Not Observable v ^ a ❑Not Applicable 0402.4.7 :Vestibules are installed on all " "❑Complies (FR17]3 building entrances.Doors have r❑Does Not `self-closing devices. ❑Not Observable ; ❑Not Applicable 0402.3.3 ;Vertical fenestration U-Factor. U- U- ;❑Complies ;See the Envelope Assemblies C402.3.4 _ _ 00oes Not table for values. (FRS]t '[]Not Observable ' ❑Not Applicable C402.3.3 ;Vertical fenestration SHGC value. i SHGC: SHGC: ❑complies See the Envelope Assemblies (FR1011 :❑Does Not table for values. ❑Not Observable ❑Nat Applicable 0303.1.3 ;Fenestration products rated in plies ;Requirement will be met. (FR127x - accordance with NFRC. 171 Does Not f ❑Not Observable 1 a r 1 - 3 N , ,e.i❑NotApplicable 0303.1.3 S Fenestration products are �'� ;` ' ❑Complies Requirement will be met. (FR13]1 'certified as to performance label ' r , Does Not or certificates provided, i r�` " �£ ;�" ?` �', ❑Not Observable ❑Not Applicable 0402.2:7 i U-factor of opaque doors U- U ;See the Envelope Assemblies (FR14]2 =associated with the building ❑ Swinging ;E] Swinging ❑Does Not Itabte for values, thermal envelope meets (J Nonswinging ;E] Nonswinging ;©Not Observable requirements, ❑Not Applicable Additional Comments/Assumptions: 4 APPROVED I' FEB 0 4 2115 xs.INC. �4 1 h.N S 1}t ba71Wr�2Y nr fitiMll.ifb aCC`i a'�,i,x raa�Ji?orarR.. 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 73 Low Impact(Tier 3) Project Soldier On Building A Report date: 01/19/1 Data C:\Users\SteveC\Documentslbill lake systems approvaRSoldierOn Projer.t�Energy\building Page 4 of 7 a.cck Section Footing/Foundation Plans Verified Field Verified # I Compfles3 Commen#slAssumptlons &Re q.10 rtispec#Ia Value n Value 0402.24 ;Slab edge insulation R-value, R-_ R- OComplies ;See the Envelope assemblies [1`0372 r-1 Unheated ;❑ Unheated C1Does Not table for values. Q Heated Q Heated 1Not Observable ; ONot Applicable C303,2' ;Slab edge insulation instaiied per #, ;CMComplies ;Requirement will be met. 11`0412 manufacturer's instruc#ions. 'QDoes Not i ONot Observable �,�.. •u,�,`' a CNotApplicable 0402.2;6 Slab edge insulation ft ft ❑Complies See the Envelope Assemblies jF0512 depth/length.Slab Insulation ®Does Not table for values. ;extending away from building is S covered by pavement or>= 10 ;E)Not Observable i inches of soil, C1Not Applicable 0403.2.7, ;Exterior insulation protected ElComplies :Requirement will be met. C408.2.8, against damage,sunlight, ' ©floes Not C404.5 :moisture,wind,landscaping and q (FO6)x ;equipment maintenance ,t[JNot Observable Eactivities. �� .t"L ' �n 3�, z E]Not Applicable 0402:2.8 Bottom surface of floor structures Y N ;QCornpiies Requirement will be met. (FO12]3 incorporating radiant heating l iC7Daes Not ;insulated to>=R-3.5. See the Envelope Assemblies k a�;(pONotObservable table for values. c:.€ r aW lNOt Applicable Additional Comments/Assumptions: APPROVED FEB o 4 2015 5,INC. ifry w t ',w� "ws rot;wt'.otin')f cp�raw n�,m t7saa�r�wSai;C.arrcrnthd ��r+,tal6a raryuren>rnn. 1 High Impact(Tier 1} 2 'Med'ium Impac#(Tier 2) 3- Low Impact(Tier 3) Project Soldier On Building A Report date: 01/1911 Data C:\Users\SteveC\Documents\bill lake systems approval\SoldierOn Project\Energy\building Page 3 of 7 a.cck 2012 19CC Plan Review Caimplles? Comments/Assumptions C103.2 ':Plans and/or specifications provide all ©Complies Requirement will be met.. [PR1}' information with which compliance ElDoes Not `can be determined for the building envelope and document where ( Not Observable :exceptions to the standard are :QNot Applicable j claimed, 0406 ;Plans,specifications,and/or DComplies :Requirement will be met. [PR9]' calculations provide all information []Does Not with which compliance can be ;determined for the additional energy ©Not Observable; efficiency package options. ONot.Applicable ; C402.3.1 ;Vertical fenestration area<=30 OComplies� ;Requirement will be met. [PR10]' percent of the gross above-grade wall :Opoes Not ;area. []Not Observable []Not Applicable 0402.3,1 ;Skylight area<= 3 percent of the UComplies ;Requirement will be met. (PR11)' gross roof area. ©Does Not ©Not Observable ONot Applicable C402.3.2 'In enclosed spaces>10,000 ft2 ©Complies Requirement will be met. [PR14]1 directly under a roof with ceiling DDoes Not heights>15 ft.and used as an office, lobby,atrium,concourse,corridor, []Not Observable; lstorage,gymnasium/exercise center, CJNot Applicable convention center,automotive service,manufacturing,non- refrigerated warehouse, retail store, distribution/sorting area, transportation,or workshop,the following requirements apply: (a)the daylight zone under skylights Is>= half the floor area;(b)the skylight area to daylight zone Is >=3 percent with a skylight VT>w 0.40;.or a :minimum skylight effective aperture 1 >= percent. _ ...-......-- --------- C402,3.2. ;Areas with obstructions that block OComplies Requirement will be met. 2 ;direct beam sunlight on>=1/2 of the :©Does Not (PR15)' ;roof over the enclosed area for more than 1.500 daytime hours per year ;QNot Observable between 8 am and 4 pm. ClNot Applicable # Additional Comments/Assumptions: APPROVED FEB 0 4 2015 'Nr_. a�:•.r.:ry�a"•a=c�ta• JwieY•io+csh�n!fia ::p�::nttW,r..qubecnnnn. 1 High Impact(Tier 1] 2 Medium Impact frier 2] 3 low Impact(Tier 3} Project Soldier On Building A Report date: 01/1911 Data C:\Users\SteveC\Documents\bill lake systems approval\SoldierOn Project\Energy\building Page 2 of 7 a,cck ' COMcheck Software Version 3.9°4 �� N�'��N°m��° Inspection ��N0��^��NN��N. Energy Code: 2012 |EC.0 Requirements: 94.896 were addressed directly |n the CC>Mchecksoftware Text|nthe°Comments/AssumpUnnu"rn|umnisprovidedbythwumerintheCOMcheckRequioementssoeen. Foreach requirement.the user cerdfiesthat m code requirement will be met and how that is documented,or that anexception is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. APPROVED evo F J�ijij i impact(Tier 1) 1 2:1medium Impact(Ti er 2) )ct(Tier 3) Project Soldier On Building Report date: 0I/19/I Data CAgseo\5teve[\Documents\bi[|lake systems approva|\Smld1enJnPn*ec"Energy\huUding Page lof 7 a.cck ___-.__....-_......._...__..................._...---- .._.........._...............,.__............._._... _ 9 - Name-Title Si nature__ Date Project Notes: Slab insulation is on site by others BLMH is not responible for any assumptions Mvn+r.y AR l SLA HEYHILL p aJ of APPROVED FEB 0 4 2015 ems'' Project Title:Soldier On Building A Report date:01119145 Data filename:C:1Users\SteveC0ocuments\bil1 lake systems approval\SoldierOn Project\Energylbuilding a.cek Page 2 of 2 9 COMcheck Software Version 3.9.4 Envelope Compliance Certificate APPROVED 2012 IEGC FEB Q 4 2015 Section 1: Project Information Project Type:New Construction Project Title:Soldier On Building A Construction Site: Owner/Agent: Designer/Contractor: BLMH 188 Flanders Road Sprakers,NY 12166 Additional Efficiency Package:High efficiency HVAC.systems that do not meet the performance requirement will be Identified in the mechanical requirements checklist report. Section 2: General Information Building Location(for weather data): Northampton,Massachusetts Climate Zone: 5a Building Space Conditioning Type(s): Residential Vertical Glazing l Wall Area Pct.: 8% Bylld aType FEoo;:Area Dormitory 2910 Section 3: Envelope Assemblies Envelope PASSES:Design code. Climate-Specific Requirements: Component Name/Description Gross Cavity Cont. Proposed Budget Area or R-Value R-Value U-Factor U-Factorial Perimeter 1. Floor 1:Slab-On-Grade:Unheated,Horizontal with vertical 4 ft. 481 — 10.0 --- — Exterior Wall 1:Wood-Framed,16"o.c. 4646 21.0 7.0 0.041 0.064 Window 1:Vinyl Frame:Operable,Perf.Type:Other testing/cert. 253 --- -- 0.290 0.450 Product ID:KASKEL,SHGC 0.30(c) Boor 1:Insulated Metal,Swinging 130 -- – 0.200 0.370 Exterior Wall 2:Wood-Framed,16"o.c. 4211 21.0 7.0 0.041 0.064 Window 2::Vinyl Frame:Operabte,Perf.Type:Other testing/cert. 375 -- – 0.290 0.450 Product ID:KasKel,SHGC 0,30(c) Window 3:Vinyl Frame:Fixed,Perf.Type:Other testing/cert. 48 - -- 0.290 0.380 Product!D:KasKel,SHGC 0.30(c) Door 2:Insulated Metal,Swinging 130 --- -- 0,200 0.370 Roof 1:Attic Roof with Wood Joists 2961 44.0 0.0 0.023 0.021 (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. (b)'Othei'components require supporting documentation for proposed U-factors. (c)Fenestrations product performance must be certfied In accordance with NFRC and requires supporting documentation. Section 4: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed envelope system has been designed to meet the 2012 IECC requirements in COMcheck Version 3.9.4 and to comply with the mandatory requirements in the Requirements Checklist. Project Title:Soldier On Building A Report date:01119115 Data filename:C:tUserslSteveCtDocumentslbill lake systems approvaNSoldierOn ProjecttEnergylbuilding a.cck Page 1 of 2 Job Truss T use Typa any _ PM BILL LAKE HOMES 212 73377 P1381302 QUEEIVPOST 1 1 A-20840) Universal Forest F,�d'jcts hc,Grand Napklr,Mt 49525,Steve Minahan - � M- -�T,4dti a Ju[252015 Mr7ek fndusfrias,)nc Tue aky 27 07.12:5 2014 Page 1 d 1 Copyright c 2014 Universal Forest Products,Inc.All Rights Reserved 9-4-4 0-40 9-" 1 1-0-8 6 APPROVED 7a FEB 0 4 2015 �a 20 3 10.00(7 2 t s INC, or U�Mn� i OPT.CUT OFF 8 r rr.e.w..v ham thr a a DHA& g _ �F�T 1EUau4mnrx+rs. u5 4 `a 10 , LA ,3 SMH18A 0-3-0 W3 MH18A1r�, W _._. 0-1.-$. _ 12 C]N 1 B1. B2 13N i 17 4x7-1 1a 19 � � ax7��14 1s f}v d I • Designed r parch a pilcalian, y exposed to rivirtd k 8-7.4 t 3-9-0 2-1.4 , 2-9-0 0--" � 1-0 12-10.0 P ff s. 2:t1:i-ts,,a1-1 TOLL�0�0 X1.4 SPACM 14-0 CSI DEFL in (hoc) Udall kid PLATES CPO f (GraaxrSnowe55,a} Plates Increase 1.15 TC 0.53 Ver1(lL) -0.0816-1T >999 240 MT"ltl 1971tM l LeanbwIncrease 1.15 Be 029 VwgTL) -0.1716-17 >903 180 MT18H5 197)144 TC L 10.0 Rep Stress lncr YES W8 0.14 H BOLL 0A• Code IBC20a9r1'Pkt00i arz(TL} O.Dt 12 rye nra. MASS 1A1R39 i (Matrix) Welght109lb FT,-01% Artm 100 LUMBER BRACING TOP CHORD 2x6 SPFNo.2 TOP CHORD 5ttudura{wood Sheathing directly Applied or 0-"ocpuelms. (Pj SOTC14ORD 2x10 SPF 130,2 BOT CHORD Rigid telling chnscity applied or U)-"ocbracing, WEBS 2x3 SPF SRW'Exeopt• W2:2x6 SPF No.2 REACTIONS(lb/size) 2=75110,3-8(min.0.14),15=1890,"(min.0.1.91 12�4759)4.8(min,0-1-9) 4,y max Hoz2=178(LC 8) User Upfift2=137(LC 9)16earr(LC 7112---1 St(LC B) �'CN Of nth Max Grav2=766(LC 14),16=359{LC4)12-6NLC 1) FORCES (b)-Maximum CortpressWAilsdmum7ansran TOPCHORD 12rQI81,23�84rf5i,94 677/131,42q=B afi47,520-�51r1&5,58 107/f05&7=di/18,7-21=-0 376 8 7,821=479/160.8-9.rB1f169, 1 149,108h�, y 12-1 1-1 2=67911W,12-13.0,61 PEENIAN cln 96T CHORD 7-103/416,17.18=98(414,16.18a-564+414,1818=8fi/414,1"9r.SW414,14.15=94!418,12-14-4W413 0 rn WEBS sa,473r2659-1s--27Wt48,3-17�-1ur174,11-14�tao I�QCtbtt REQUIRED FIELD JOINT CONNECTIONS •hbudmum Compression(lbyMaximun.Tonsiont(by Maximum Shear(thy Maximum Moment(ban) ^d g8 5=475R66W,6-6Wl l&l26*,7+4731 2e5M,15=279il4tlM,16=9674l4r13An0 tG` NOTES ✓° .. 1)Wad:ASCE 7-05,90rrpk TCDI-6.0psf:BCDL=6.0pd;.hs301t Cat.It Exp C;enclosed;MWFRS(Ww-rive)gable endzora and C-C Ex*ior(2)xotta;pa his� r� Q � vas MWFRS I"reactions shown:Lumber DOL=1.60 plate onp COL-1.60 2)TCLL ASCE 745:Pg 55.0 pat(Wound anew);P6=39.4 psf(root snaw);Category 11:F.7cp C:Partially Exp.;Ct=1,1 al'lo't' 3)Rode design snow Wad has been!educed to account for slope, 4)Unbalanced snow beds have been considered for this design, 5)This buss has boon designed lot greater of min roof Foe Wad of 14.0 psi or 2.00 times Bat tool load o(423 Psi on overhangs non-concurrent with other live loads. E4igned by Kevin Finarnan 8)This OAS has been designedfor basic load cprrnbinatbni,whirh Include rases with reductions for muBghle concurrent live loads. 7)All plates are MT20 plates urdsta mhanwise Indicated. 8)See BEH18 DETAILS for plate plac urent. 9)Provisions must be made to prolnet Islera l movement of hingod momher{s)during bransportation. C+, �. 10)Sea QHPe 11 DETAILS for plate placamerlL DHP 418 U.S.Patent 7.131,243, ' tikC18117 0 11)All additional member connections*w4 be provided by others for fov*3 as Indicated, (� 12)This truss has been designed for at 10.o pat beam chord live toad ndncw,=unent with anyddhar live loads. CJ RQFESSIONAL d 13)`This truss has been designed fora We load or 20,0pst on the t*ttom chord In all areas where a rectangle 3-6A tau by 2-0-0 vwdo will ht between the bottom chord and any other members,with BCDL v 10.Opsf, 14)Provide mechanical connection(by others)of truss to beaMil plate capable d vethstardlog 137 b upM at low 2,76 6 upli8 at low 16 and 161 b KEVIN�{�FIB "E.M AN. uplift at ont 12, %" 16)This truss has been dtesigned in accordance with the 2009 I8C Section 2303.4.8,2WO IRC Section 802.10.2 16)Take prey awton to keep the chords in plane,arty bending or Iwlsling of Our hinge plate must be ropaired burure she bwddnno is put into service. 1`e}The Geid-irrsregladmemhers are an integral partor8ha truss design,Retain edexfgnprareas±onaitospeeily8na18eidcannecilmosandtanpaay supprrtc AllliolWinatalled members must ba properly lsslanad prinr to applying env ldadino to thr UUss.This design am dpates the Inat sat position. 16)Revision of PI WI301:updated code,added opt overhang rut o0'. �. Y N The prafasstorW onginneorig seal Indicates that a Adorned prdiaa3onaY has reviewed the design under the standatda rotennced wttdn tnie documantl 'ti�tIJJ1JJ�' - not rWCaxsenly tilt current state budding Code.The engineering Seat is roan approval louse us a spafa w:{fate,The liftal delermin4on de whether 5727!2014 a buss daelgn Is acceptable larder the laeak adopted building code rest.wirh the building olfdal or dasignalad appointee. AWARNING -Verify deSign parameters and READ,NOTES Universal Forest Products,Inc. 2&11 EAST SELTLINE RD,NE. T,uses hakrrtbavAormoddradvrihaaapprmalofnhebussdosignengaww. ENE(618)•384.6161 FA%(818}0rS5-0OBtb GRAND RAPIDS.Ml A9525 Thls component has only been designed for the bads Voted on ilia drawring.Consbudinrt and Stag tocashave sat been a ansidered,The builder is responsible for!long rnattoda and syslam daaigra. Budder responsibilities are donned underTPn.This design Is based or*upon parameters sloes,arxl is rot SO ru8vWuU building oomponers to be installed arcs leaded vartic&*.APplicabiky of design t ammotars and proper ixerporarion of component is resporWbllly of building designer-net lruu degg w.Braang xhmn Is for iaund support of Individual web mom Wes only.AdaBSwul terrporary bracing to Iruure ssabilsy during cmleuedan is the raspartsblydy of the tractor.Addaronal permanent tracing of the overas sbUdure is the responslbtity of the bull try designer.For general guidence regarding. f ustnlcaaoru quality uonbot Morega,466vary,arodko and bracing.consuk 8C8t 1.06 from eu Wood Truss.CourrW of Anumes and Truss Plate Institute,Recommendation available Irom WTCA,63W Eraeipe"W,Madsen,VA 53710 J;buPpartV,Mneic.Ssrpp4enrplateaWfp.tpa E Job muss Trw Type ....,.. —.._. y Pty Bill Lake Homes 212 73377 P1384QQ2 HINGED COMMON 1 1 Uralvanil Furst P acts.Inc-Grant Rapids.M 49519 Slave Mi ._....r. .�..--.-....��__.M._ ,�k N ! nahan 7.430 a Juf 25 2013 WT*k lid trial.Inc.Tua MaY2703.01 57 2014 Pagel Copyright 1c)2014 Universal Forest products,Inc.Ail Rights Reserved 1 a-a 6-7A o 6-7-4 _....._ r-�o a�f i'F�f201`EI? Ha 4 FHB 0 4 2015 1 + 10Agi2 rye ?� Reva.�; eS PNC. OP PM I'M o v, ..on n alw a'"' xir �' 11 sicnr l tirt 10 c rde n„e a tvnAnrt. OPT.CUT OFF 2 T OPT.CUT OFF r ' as'' pt w a �a 3 5 ` 1 SMh(18A SMH18A T1' 2 7 Bi j N_ 61 54 11 8 9 5X611 13.2.8 CA09hG(Psf3'39.4 SPACING 2-04 C91 DErT. in (ioc) Wdw(l Lid PLATE$ GRIP (Ground Snow-55,0) Plates Increase 1.15 TC 0.48 Vert(LL) -0.09 26 499 240 MT20 19'71144 TOOL 10.0 Lurtirertnaease 1.15 SC 0.38 Vart(TL) 17.23 24 >6670 180 MT1848 ;971144 6CLL 0,0• Rep Slr*u Inxr YES W8 0.00 Horz(T'L) 0.00 6 n1a No 8CDL 10.0 Code1SC2009/t?IWM (Matrix) WaighC77th FT=074 LUMBER BRACING TOP CHORD 2xSSPFNo.2 TOPCHORD Stcuclualwood sheathing directly applied or8-0-0oepurllim (Pi BOT CHORD 200 SPF No-2 GOT CHORD Rigidcei6ngdirectlY apptadar 100.Oxbrttc7ng, REACTIONS(abash,) 2-8811034(min.0.1.0),6-88110-”(min.04-8) OF Alas MaxHm2=191(LC7) Max Uptl112s-145(LC 9),6-146(LC 10) FORCES(Ib)-Maximum CompressioNNSwrimumTension O� Ktr�/i�i TOPCHORD 1-2*QW,7-3--7t19F135,3-10•-4347134,4-10.4271150.4-11*•41WI49,&11--4301133,"-.7Ml36,6.TsQ92 1 �4 BOTCHORtt 2-0 431334.s-0=43/334.6aW-d3rss4 '� CittlL cn � 428813 i REWIRED FIELD JOINT CONNECTIONS -Maxiinuan Compression(1b)7 Maximum Tension(iby McArmare Show(by MaxWvirn Moment(Ib4n) Ntr' 4=29VIS526&!0 FOi'$ NOTES 1)Wind:ASCE 7.06;00mP*;7COL-6.0psf,BCDL.-6.0psG h-3011:Cat 11;Eap C;entered;MWFRS(low-rise)gable end zone and C•C Exterlor(2)zone;CGC for mom s a reaction shawm:(.txAberOOL-1.6opfatogript)OL-1.13(l 2)TOLL:ASCE 7475;Pg-55,0 psf(wcundarrw t Ps-39.4 psi(roof wiaw);Calagoly It E)pC;Paniagy Eam.;Ct-l:I J 3)Roof design wwa,Wad has been reduced to account forsiopo. 4)Unbalanced snow loads have been considered for this design. i 5)This truss has boon deigned for Waster of min roof live load of 14.0 psf or 2.00 times flatfoot load of 423 psf on overhangs non-wnwrtoni wth other live toads. e-giBned by Kevin Frc mwn 6)This salsas has been deeignedfor basic bad combinations,which irtclude rases with reductions for multiple concurrent live loads. 3 7)At plates we MT20 plates unless otherwtas Indicated. 83 Soo BEH18 DETAILS tow plate placernonl. ��'tltra7r' 9)Provisions must be made to prevent lateral mwennerd of hinged momber(s)during transportation,. 1� (�-(� +g(* 10)AN adc1gorud mamba connections shall be provided by others for forms as Indicated. _w`-- 11)11 is buss no been designed for a 10.0 psf bottom chard live load norxwnc rrentvdth any outer live Weds. * EIEGI31'kAEO ` 12)•This tnats has bean designed for s Owe load d20.Gpsf on"bottom chord In alt aross where a rectangle 3414 tall by 2."wide wit fit between � f the bdmm chord and any other mombars,with SCOL-10.Cpsi, 06 ROFES 10N 13)Provide mechanical connection(by others)of truss to beefing plate capable of wilhstandng 145 th tofu at joint 2 and 145 lb uplift at Joint 6, 14)This truss has bean designed in accedence wih the 2009160 section 2303.4.6,.20091RC Section 802.10.2. KEVIN ,'E A ` 15)`raise precaution lib keep the eftrds in plane,any beext irng or twisting of the hinge plat*mull be r paireo bofora ohs budding is put into service. 10)The field•tnstollodmomban are.an Integral part of the trw3("9n Retain a design prolassionattospecily final field coutections and torhpc irary i supports,All f old4nstallad mambots must be peoaatly fastitnad prior to appitive arty loading to if*truss.TMs design anticipates the Print set position. 17)Rw mn of P1381001;updated ce1e.increased bottom chord size,added opt,cut oH, The professional angmaedng seat kxkralos That a licensed pmfessionat has rovie vad the design under the stardards refarenood within this document, not rwcessarfy the currant state budding coda.The artgsroey ng seal Is rat an approval to use in o spots stab.The Mal determination on whethor 'L'it►JJJJ s eusa design is 3c4Watdo undw btu bca9y a*Opteat twiWing.00"rest vAh the boildwag rdfidst or decignatad appaimao. S127J2D14 AWARNING •Verify design parameters and READ NOTES Universal Forest Products,Inc. 2601 EAST MTLiNE Rio,NE Truss zhd not be cut ormadawilvv wutaptxwW'ofinetrussdesignerr*~. PHONE E(816)364-8161 FAX(8/6)3054o80 GRAND RAPIDS,Mi49625 Thta norgvan has only bean daelgnad for tho loa is mted on this drawkig.Consaudion ad eq forcaa nova alfaan ensidored.1Ta tuidor b resposa>io l for using methods and system design.weer responsibilities an Aefirred under TPti.This deign is based only upon parameters shore,and It for an wdiuidud building eamponemto be Yulolled and Wadedveraeally.Applicability,of design pwamelars and proper Incorporation at componaniis raapwaibittf ofbu0ng dasigasr-not.uuu itaslgnw.6raeing shown is for tatorat support Of individual Wait metwdMtr only.Addi lonal Amparary Ixadng to insure stabaty doing construction is the responsibility of the are4W.AdditWool pamamastbrocwy of the overai struchso is t e responsibility d to building designer,For Moral puiesnea regarding I. fabrication,qualify comh*Worse*delivwy.arecton and prating,consul!BCSI 1.00 bom the Wood Tans Council of Naafis and Tow Plate Inattuts Recommendation avaeable from.WTCA.6300 Enterprise W.Madison.WI 53119 J.Vwpfrortvkfak$uppVampfaktWlp.ybe I .. ...............__..._..._........-.............._„„,._.._.._...._.�._ _....,. ( _. . _._._.-................ WoodWorksO Connections SOFTWARE FOR WOOD DESIGN _... 15.con WoodWorksO ConnWlons 8.2 May 24,2014 07:50:28 / ¢ Df Fa��, a `V s w aK t i tly ,.b r "J vElm a' APPROVED R� f FEB U 4 2€015 4 t c: ��ta+.tizsCr �� 0 6r"14 Connection CalcUotor 7RE"OD VED 2015",c PS fry 0..1.tCRgA Ofoysa��arusEmerlhe tF1R:u%e15. ILL OF!k httplAw.w,mc.org/calculators/cmvcbmWccstyie.asp7cWsigr method=ASD&connecfiorL type=Lateral+load?g&fastener_types=NailMoading_scenario=5irigl... 212 617/2(114 Connection Calculator Connection Calculator 1AIM."Mc.ore • 9; Connection Calculator available for the Android QS. 7 � ffMt4iN f k J Connection Calculator available for the ili k � b f[wN .Mai Design Method(Allowable Stress Design(ASD r� � Main hlentlKrTypep� Spruce-Plne-Fir Connection Type Late Main Member Thickness Fastener T Nail r __..._....-.._.yam� __ ...Side me he,Type '5 race-Pine-Fir ��8Loading Scenarla Sin le Shear Side MemtrerThickness Submit Initial Values Nall Typal Common Wlre _ ; �W Nait Size rod(D-0.148 in.;L=3 Iri r Load Duratian Factory C_D=1.0 _ r Wet Service Factor C = 1.0 ♦i Fred Grain Facto C„Mg= 1,0 — r Te:mperatrrre factor C_t=70 Diaphragm Factnr C_df= 1.0 r Calculate Connection Capacity APPROVED Connection Yield Mode Dc scription• Limits of Use Diaphragm Factor Help { Load Duration Factor Help Technical Hell how 4 2Q15 Show Printable View -s• c,1I�C, Connection Yield Lodes .aj:nl�y�^:^Rat{ff<f3'AfRfl't. Ira ��338 lbs. 3381bs. .__. 100 lbs. �� S ILL t OF gyp, ndjustea ASD Capaci_tTl I44 lbs. • Nail bending yield strength of9CXXX)psi is assumed. • The Adjusted ASD Capacity does RgI apply for toe-nails installed in wood tnenihers. • tength of tapered tip is assumed to be two times the nail diameter for calculating dowel bearing length in the nnin member, • The Adjusted.ASD Capacity only applies for nails that Have been driven flush with the side member surface.it does=apply for nails that have been overdriven into the side member. While every effort has been made to insure:the accuracy of the urfomvition prescntcd,and special clTurt has been snide to assure that the information reflects the state-of-the-art,neither the American Wood Council nor its members assure:any responsibility for any particular design prepared from this on-line Connection Calculator.T iosc using this on-line Connection Calculator assume all liability from its use. The Connection Calculatorwas designed and created by Cameron Knudson,Michael Dodson and David Pollock at Washington State University. Support fbrdevelopment of the Connection Calculator was provided by American Wood Council httplAw cram.org/calcLiatorstcore,ectons/ccstye.asp?design metfiod=ASD&connection typo=Lateral+loadir)g8Jast types=Nail8i< rig scemio=SingI... 112 ...._.... _..._.._ .... ......................_ -.._. WoodWorks@ Connections SOFTWARE FOR WOOD DESIGN 15.con WoodWorksm Connections 8.2 May 29,2014 07:50:02 One Wooden Side Member Nailed at Angle to Main Member Connection Data: Main: Lumber-soft S-P-F No.1/No.2 dry seasoned 1.5 x 4.51' (2 x 511) End is flush with edge of side member. Side: Lumber-soft S-P-F No.l/No.2 dry seasoned 1.5 x 5.51' (2 x 6 11) End is flush with edge of main member. Side member is sloped 140.0 degrees with respect to the main member. Temperature (T) : T <= 100 deg F Loads: Along side member: 480 lbs ten years duration in tension. AP ��v - � Connector Design: Fasteners: Nail type: 10d Common wire nail Ca Q 2015 Nail length: 3" Diameter: 0.148„ 3 rows of 2 nails per row - 6 nails in total. Spacing within rows (Pitch) : 2.221' YrsArvR i ruuu.tIN»C Spacing between rows (Ga e) : 0.741' i asor aK.rsrr wry rml seas G:4RW boas hcm ltm a�jolYy^nt�o rc',rri,i�nw'rvs. Design Results: Resultant load: R = 480 lbs at 40.0 degrees to main member. Lateral capacity: Z' = 600 lbs Suggested Design Only, Designer Must Ensure that the Design is Appropriate for Intended Use Additional Data: Adjustment factors: CD CM Ct Cg Cdelta Cd Cst Cft 1.00 1.00 1.00 1.00 1.00 - 1.00 Yield Limit Values (lbs) ; Im Is TI IIIm IIIs IV 339.48 339.48 140.62 127.45 127.45 100.02 .,a r sv 0 3 u 9�1N OF M COMPANY PROJECT , QS :, Steve Courtenay Architect o o d Y Y o r k s'` Bile Lake Modular Homes May 29,2014 07;47 14.wwc Design Check Calculation Sheet Sizer 8.3 LOADS: Load Distribution PaC- Locatian [Et) Magnitude Unit F, Start >nd Start End Lcxtdl Dead Axial t>rcr. � o.ao") 7000 i%g MAXIMUM REACTIONS (Ibs): B' Lumber n-ply,S-P-F,No.1/No.2,2x6",3-Plys Self-weight of 5.0 plf included in loads; Pinned base;Loadface width(b);Built-up fastener:nails;Ke x Lb:1.00 x 8.00=8.00[ft);Ke x Ld:1.00 x 8.00=8.00)ft);Repetitive factor:applied where permitted(refer to online help); Analysis vs.Allowable Stress(psi)and Deflection(in)using Nfas zoos: Criterion lAnalysis Vallee De9.i. n Value Anal sis/Deal n Axial fc 284 Fc' 419 C/Fc' a 0.66 Axial 6eaz'in EC 284 Fr-* 1.1:38 EC/FC• 0.25 ADDITIONAL DATA: ~-- PACTORS: F/E CD CM Ct CL/CP CF Cfu Cr Cfrt Ci LCII Fc1 1150 0.90 1.00 1.00 0.368 1.100 - 1.00 1.00 1 PC+ 11s0 0.50 1.00 1.00 11100 - 2.00 Axial : LC #1 = D only, P = 7040 lbn Kf m 0.60 Dmdead L=live Sysnow W-wind 1-impact Lr=roof live Lc-concentrated All LC's are listed in the Analysis output Load combinations: ASCE 7-05 DESIGN NOTES: _ - - 1'.Please verify that the default deflection limits are appropriate for your application. 2.BUILT-UP COLUMNS:nailed or bolted built-up columns shall conform to the provisions of NDS Clause 15.3. APPROVED t FE9 4 4 2015 v-r r ,.,Ate<.�r�ic. 4 C �'L�`l��C►'" �w1::Y1 r y ..c s•r ei°riufiohl lalairi keg 49 5 c>, raba rvq ire:nord' T HILL N OF IIA � COMPANY PROJECT Steve Courtenay Architect u ; o o y/� /o r k s Billy 29, Modular Homes l�/ �/ ! ('� May 29,2014 07:47 13.wwc Design Check Calculation Sheet Sizer 8.3 LOADS: Load Type �Distlr�bution[wt- Location tftj Magnitude Init� Start Fnd Start �Loadl Dead fErc = 0 AO } 1 3000 Ilb MAXIMUM REACTIONS(IbS): _ m 8' Lumber n-ply,S-P-F,No.1/No.2,2x6",2-Plys--"'- Self-weight of 3.33 pit Included in loads; Pinned base;Loadface=width(b);Built-up fastener,nails;Ke x Lb:1.00 x 8.00=8.00(ft]:Ke x Ld:1.00 x 8.0o-a.00(ft]: Analysis vs.Allowable Stress(psi)and Deflection (in)using NOS 2005: - Criterion Anal sir Value Desi n value Real sis/Desi n Axial £c 183 Fc` = 224 fc/Fc' = 0.62 Axial al ring £C 1.83 Fc* = 1136 fc/Fc* _ 0'.16 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL/CF CF Cfu Cr Cfrt Ci LC# PC' 1190 0.90 1.00 1.00 0.191 1.100 - 1.00 1.00 1 Fc* 1350 0.90 1.00 1.00 - 1.100 1.00 1.00 1 Axial : LC #1 D only, P «- 3027 lbs Kf _ 0.60 D=dead L*-live S•snow W=wind. I-impact Lr-roof live Lc-concentrated All LC"s are listed in the Analysis output Load combinations: ASCE 7-09 DESIGN NOTES: 1.Please verify that the default deflection limits are appropriate for your application. 2.BUILT-UP COLUMNS:nailed or bolted built-up columns shall conform to the provisions of NOS Clause 15.3. APPROVED FEB 0 4 2015 i •.�earn.ilra. Qn C* r/yr HILL E 'OF { a COMPANY _ PROJECT i$. Steve Courtenay Architect. / t A o o i/1/!-1„r k s lilt Lake 014 07r domes # ' � [! �/�..j 1 May 29,2014 07:48 12.wwc Design Check Calculation Sheet Sizer 8.3 LOADS: Load Type Distribut on PaL- LC7CatiOn lftl Magnitude tJn:it tern Start End I Start Erid Load1W D - 0.00") 5000 lb MAXIMUM REACTIONS(lbs): to o o 01 8:11 Lumber n-ply,S-P-F,NoA/N'o.2,2x4",3-Plys Self-weight of 3.18 pit included in toads; Pinned base;Loadface=width(b);Built-up fastener:natty;Ke x Lb:1.00 x 8.00=8.00(ftl;Ke x Ld:1.00 x 8.00=8.00 lftt Repetitive factor:applied where permitted(refer to online help); Analysis vs.Allowable Stress(psi)and Deflection(in)using NDS 2005: Criterion Analyaia value Deal n value Anal lsis Desi+�n ,Lcial _ fc 319__.._ Fc" 426 fc/Fc" 0.75 Axial 8earin fc w 319 Fc* 1190 fc Fc* = 0.27 ADDITIONAL DATA: FACTORSt F/E CD CM Ct CL/CP CF Cfu Cr Cfrt Ci LC# F" 1.150 0.90 1.00 1.00 0.358 1.150 ... .. 1..00 1.00 1 Fc* 1150 0.90 1.00 1.00 - 1.150 1.00 1.00 1 Axial LC #1 - 0 only, P 5025 lbs Kf - 0.60 D=dead L=,live S-snow W-wind 1=impact Lr-roof live Lc-concentrated All LC's are listed in the Analysis output. i."d combinations: ASCE 7-05 DESIGN NOTES: 1.Please verify that the default deflection limits are appropriate for your application. 2.BUILT-UP COLUMNS:nailed or bolted built-up columns shall conform to the provisions of NDS Clause 15.3. F04 D FEB 15 TR rF'S,INC.£c:co From!ht IL. Y� ILL +� N 11 OF� � pa COMPANY PROJECT r i Steve 11,1111,Architect ' V, Lake Modular Homes Woo d o r k sMa y 29,2014 0 7:40 11.wwc Design Check Calculation Sheet. Suer 8.3 LOADS: I.,aad Type Distribution Pat• Location (fti Magnitude Unit tern Btart End Start End Load Dead. Axial tFCC.R= 0.00"I 2000 lbs MAXIMUM REACTIONS(lbs): C o m 0. 8 Lumber n-ply,S-P-F,No.11No.2,2x4",2-Plys Self-weight of 2.12 pit included in loads; Pinned base;Loadface=width(b):Built-up fastener:nails;Ke x Lb:1.00 x 8.00=8.00[ft];Ke x Ld:1,00 x 8.04=8.00[ft]; Analysis vs.Allowable Stress(psi)and Deflection(in)using Nos Zoos: Criterion al An sis Value—Desi n Value Anal sisJDesl.n Axial fc 192 PC 225 fc FC' 0.85 Axial Searing I fC 192 'C 119a fc/FC* 0.16 ADDITIONAL DATA: FACTORS: FIE CD CM Ct CLJCP CF Cfu Cr Cfrt C1 11C# Pc' 1150 0.90 1.00 1.00 0.189 1.150 1.00 1.00 1. Fc* 1150 0.90 1..00 1.00 - 1.150 - - 1.00 1.00 1 Axial ! LC 41 „ D only, H - 2017 lbs Kf - 0.60 D-dead L-live S=snow W-wind I=impact Lr-roof live Le-concentrated All LC's are listed in the Analysis output Load combinations: ASCE 7-05 DESIGN NOTES: 1.Please verify that the default deflection limits are appropriate for your application. 2.BUILT-UP COLUMNS:nailed or bolted built-up columns shall conform to the provisions of NOS Clause 15.3. F04 0) '11 i` t d -� � OF W a COMPANY PROJECT Steve Courtenay Architect „x x ) '' Bill Lake Modular Homes WV V d � j s•" May 29,2014 07:46 10-wwb Design Check Calculation Sheet _ Sizer 8.3 LOADS: Load Type Distribution Pat-µ Location (ft) Magnitude Unit tern Start End Start End 1aad1 Dead Full Area 10.00 (2.50)* psf Load2 Live Full Area 40.00 (2.50)" sf *Tributary Width (ft) MAXIMUM REACTIONS(Ibs)and BEARING LENGTHS(in) : ^ APPROVED to, 9'.6' Unfactored Dead 145 ,{ 145 4 Other 475 FEB 0 2015 475 Factored: _...-- Total 620 620 Bearing: Load Comb #2 Rakw m uwa as eoiau:lr:ix*w 42 Length 0.50• u yrnflvic xC ham 0.50* Cb 1.00 ay e�cairn mtjkiratr*+Ms 1.oo *Min.bearing length for beams is 112"far exterior supports w._m..__........ -� Lumber n-ply,S-P-p, No.1fNo.2,2x10",2-Plys Self-weight of 5.61 pit included in loads; Lateral support:top=at supports,bottom=at supports;Repetitive factor applied where permitted(refer to online help); Analysis vs.Allowable Stress(psi)and Deflection (in)using NDS 2005 Criterion lAnalysis Value Desi. n Value Anal sis/Deli n Shear fv = 2a Fv' - 115 fv/Fv' = 0.21 Bending(+) fh ff 413 Fly' - 939 fb/Fb' = 0.44 Live Defl'n 0.07 m <1,/999 0.32 - L/360 0.21 Total Defl'n 10.10 = <11/999 0.413 = L/240 0.20 ADDITIONAL DATA: FACTORS: F/E CD CM CL CL CF Cfu Cr ('.frt Ci Cn L,C4 Fv' 135 1.00 1.00 1.00 - - - 1.00 1.00 1.00 2 Fb1+ 875 1.00 1.00 1.00 0.975 1.100 1.00 1.00 1.00 3..00 - 2 C Fcp' 425 - 1.00 1.00 - - - 1.00 1-00 -E. 1.4 million 1.00 1.00 - 1.00 1-00 2 Emin' 0.51 million 1.00 .1.00 - 1.00 1.00 2 Shear LC 42 - D+L, V � 620, V design = 520 lbs Q u) Bending(+): LC #2 - D+L, M - 1.473 lbs-ft ILL Deflection: LC #2 w D+L (live) LC 42 . D+L (total) E1 139e06 lb-in2/ply ��' Total Deflection - 1.50(Deod Load Deflection) + Live Load Deflection. OF D-dead L»live. Smsnow W-wind 1-impact Lr-roof live Lcwconcentrated All LC's are listed in the Analysis output Load combinatione: ASCE 7-05 DESIGN NOTES: 1.Please verify that the default deflection limits are appropriate for your application. 2.Sawn lumber bending members shalt be laterally supported according to the provisions of NDS Clause 4.4.1. 3.BUILT-UP BEAMS:it is assumed that each ply is a single continuous member(that Is,no butt Joints are present)fastened together securely at intervals not exceeding 4 times the depth and that 4,each ply is equally top-loaded.Where beams are side-loaded,special fastening details may be required. COMPANY PROJECT Steve Courtenay Architect � � Bill lake Modular Homes o o \J May 28,2014 07:45 9.wwb Design Check Calculation Sheet Sizer 8.3 LOADS: Load Type Distribution Fat- Location (ft} Magnitude Unit. tern Start End. Start End Loads Live Full UDL 265.0 plf Load2 Dead Full UUL 85.0 if MAXIMUM REACTIONS(Ibs)and BEARING LENGTHS(in): 10, 10-7.9 t Unf'actored: - Dead 503 503 Other 1.41.2 1412 Factored; Total 1915 1915 Hearing: Load Comb 02 92 Length 017.1 0.73 Ch 1.00 1.00 LVL n-ply,2.OE,285OFb, 1-3/4x9-1/4",2-Plys APPROVED Self-weight of 9.33 ptf included in loads; Lateral support:top=at supports,bottom-at supports; Analysis vs.Allowable Stress(psi)and Deflection(in)using NDS 2005: LFE9 0 4 2015 Criterion Anal sis Value Desicn Value Anal sis/Demi2n_ Shear fv = 76 Fv' ,. 285 tv/Fvl - 0.27 Bending i+) fb > 1227 Fb' 2854 fb/Fb' 0.43 c7vunc :aitaeftgyyLive Defl,n 0.17 = L/161 0.36 w L/360 0.47 "":j cua JsnSn,arslomfle Total Defl'n 0.26 = L/500 0.53 L/240 0.48 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv, 265 1.00 1.00 1.00 - - - 1.00 1.00 1.00 2 Fb"+ 2850 1.00 1.00 1.00 0.967 1.036 1.00 1.00 3.00 1.00 - 2 ,rJ as Fcp' 750 - 1.00 1.00 - - - - 1.00 1.00 - C. 2.0 million 1.00 1.00 - - 1100 1.00 2 t 'r Emin' 1.04 million 1.00 1.00 - - - 1.00 1.00 - 2 } Shear : LC #?. . D+L, V 1915,. V design 3638 1bs o LL. l7ending(-r): LC 42 - D+L, M 5104 Ibs'ft � Deflection: LC #2 - D+L (live) � LC 42 = D+L (total) ¢ E1 231e06 lb-in2/ply �]�/ M Total Deflection - 1.50(Dead. Load Deflection) + Live Load Deflection. rR pry D.dead Lmlive SWsnow w-wind 1-impact, Lr-roof live Lc-concentrated All LC'G are listed in the Analysis output Load combinations: ASCE 7-05 DESIGN NOTES: 1.Please verify that the default deflection limits are appropriate for your application. 2.Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 3.BUILT-UFO BEAMS:it is assumed that each ply is a single continuous member(that is,no butt)flints are present)fastened together securely at intervals not exceeding 4 times the depth and that 4.each ply is equally top-loaded.Where beams are side-loaded,special fastening details may be required. COMPANY _ PROJECT Wo k Steve Coudenay Architect t ` Bill lake Modular Homes J May 29,2014 07:45 8.wwb Design Check Calculation Sheet Sher 8.3 LOADS: Load Type Distribution Fat- Location ifti Magnitude Unit tern Start End Start. End Lt3 2 Live I Full VOL I 1 1 180.0 1PL__j MAXIMUM REACTIONS(lbs)and BEARING LENGTHS(in): APPROVED 10� 10'-7.91 Unfactored: Other 959 FEB 2015 959 Factored: _..�._. Total 989 989 Searing: _ Lead Comb tt2 c a h i 4"'V ze�. tt Length 0.78 0.78 Cb 1.00 1.00 Lumber n-ply,S-P-F,No.1/No.2,2x10",2-Plys Self-weight of 5.61 pff included in loads; Lateral support:top=at supports,bottom=at supports;Repetitive factor:applied where permitted(refer to online help), Analysis vs.Allowable Stress(psi)and Deflection(in)using Nos 2006: Criterion lAnalvsis value IDesion value Anal sis/Desi n Shear fv = 46 Fv" 1.35 f'v/Fvl = 6.34 Bending(+) Lao-.20 fb - 740 Fb' 935 fb/Fb` .- 0.79 Live Defl'n 19 - L/677 0.36 b/360 0.53 Total Defl`n . L/647 0.53 L/240 0.37 ADDITIONAL DATA: _ ..... _ FACTORS: F/E CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC#' { ' Fv" 135 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 075 1.00 1.00 1.00 0.971 1.100 1.00 1.00 1.00 1.00 - 2 Fcp' 425 1.00 1.00 - - - - 1.00 1.00 - - E" 1.4 million 1.00 1.00 - - - 1.00 1.00 - 2 Q° •C �'` r''"' Emin" 0.51 million 1.00 1.00 - - 1.00 1.00 - 2 Shear LC 92 . Do-L, v = 989, v design 846 lbs Bending(+): LC 42 - D+L, M - 2636 lbs-ft 1 rY Deflection: LC #2 - D+L (live) }`. LC 42 - D+L (total) E1 = 139e06 lb,•in2/plyY Total Deflection - 1.50(Dead Load Deflection) + Live Load Deflections. 4(rh OF hti D=dead L-live s-snow W-wind 1-impact Lr�roof live Lc-concentrated All LC'c are listed in the Analysis output Load combinations. ASCE 7-05 DESIGN NOTES: 1.Please verify that the default deflection limits are appropriate for your application. 2.Sawn lumber bending members shall be laterally supported according to the provisions of NOS Clause 4.4.1. 3.BUILT-UP BEAMS:it is assumed that each ply is a single continuous member(that is,no butt joints are present)fastened together securely at Intervais not exceeding 4 times the depth and that 4.each ply is equably top-loaded.Where beams are side-loaded,special fastening details may be required. mss" COMPANY PROJECT i f Steve Coudenay Architect 4 C //��'''` ['•`� Bill take Modular Homes r l ; oo Y 11 o J May 29,2014 07:45 7.wwb Design Check Calculation Sheet Sizer 8.3 LOADS: Load Type Distribution Fat- Location (ftl Magnitude unit tern Start End Start End Loadl Dead F`u11 UDL _ - 97.q pl£ Load2 Live Full UDL 39.0 plf Lnad3 Snow ]Full UDL _ _ 202.0 if MAXIMUM REACTIONS(Ibs)and BEARING LENGTHS(in) 10' Unfactored: Dead. 4.87 407 Other 959 959 Factored: - _ Total 1447 1447 Bearing: -- Load Comb #4 #4 Length 1.13 1.13 Cb 1.00 1.00 Lumber n-ply,S-P-F, No.1/No,2,2x10",2-Plys Self-weight of 5.61 plf Included in loads; Lateral support:top=at supports,bottom=at supports:Repetitive factor:applied where permitted refer to onliAWVED Analysis vs.Allowable Stress(psi)and Deflection(in)using NOS 2005: Criterion Analysis Value Design Value Anal sis/Desi~n� D �� Shear _ fv F 66 Fv' = 155 fv/Fv' - 0.42 L D Rending(*) fb - 964 Fb' = 1073 fb/fib' - 0.90 Live Defl'n 0.13 - L/853 0.32 = L/560 0.42 Total Defl'n 1 0.24 - -_L/484 0.41) � L/240 0.50 ADDITIONAL DATA; FACTORS: F/& CD CM Ct CL CF Cfu Cr C'frt Ci Cn LC# -- . F'v' 135 1.15 1.00 1.00 - 1.00 1.00 1.00 4 Fb'+ 875 1.15 1.00 1.00 0.970 11100 1.00 1.00 1.00 1.00 - 4 F•cp' 42S - 1.00 1.00 - 1.00 1.00 F•' 1.4 million 1.00 1.00 1.00 1.00 4 Em;in' 0.51 million 1.00 1.00 1.00 1100 4 Shear : LC 44 - D+S, V = 1447, V design m 1212 lbs Be riding LC 44 a D+S, M - 3436 lbs-ft 0 �.. U.. Deflection: LC 44 O+S (live) J � LL LC #4 - t)+S (total} 6l = 139e06 lb-in2/ply , Total Deflection - 1.50(Dead Lead Deflection) + Live Load Deflection. D=dead L=live ^a-snow W,wind I-impact Lr-roof live Lc�concenrrated All LC's are listed in the Analysis output �NOFF' Load combinations: ASCB 7.05 DESIGN NOTES: - .__-._......__ 1.Please verify that the default deOecUon limits are appropriate for your application. 2.Sawn lumber bending members shall be laterally supported according to the provisions of NOS Clause 4.4.1, 3,BUILT-UP BEAMS:it is assumed that each ply is a single continuous member(that is,no butt joints are present)fastened together securely at intervals not exceeding 4 times the depth and that 4.each ply is equally top-loaded.Where beams are side-loaded,special fastening details may be required. e COMPANY PROJECT U P IN I Courtenay Architect tii Lake Modular Homes o o d o r s Steve May 29.2014 07:45 6.wwb Design Check Calculation Sheet Sizer 8.3 LOADS: Load Type Distribution Pat- Location (ft) Magnitude Unit tern Start End start Pnd Loadl Dead -u __.._Full UDL 44.7 plf Lead2 Live Full UDL 132.3 plf Load3 Snow ru11 UDL 264.0 plf FLOOR Dead Full UDL 85.0 pif FLOOR L1 Live Full UDL 265.0 if MAXIMUM REACTIONS(Ibs)and BEARING LENGTHS(in): Unfactored• Dead 776 776 Other 3690 3690 Factored: Total 3543 M 3543 Hearinrf: -- - - Load Comb #3 43 Length 1.35 1.35 Cb 1.00 1.00 _ LVL n-ply, 2.OE,286OFb, 1-3/4xg-114",2-Pays Self-weight of 9.33 pif included in loads; Lateral support:top=at supports,bottom=at supports; Analysis vs.Allowable Stress(psi)and Deflection(in)using Nos 20O5: - �) Criterion Analysis Value loesiqn value Anal sis/Desi n Shear fv 141 Fv'' 328 fv/Fv' . 0.43 AFB �iE e INC. sending(+) fb 2377 Fb' 3294 fb/Fb' 0.73 R..•' �At ,racx uw:ow n -+x o t. �r dml.+x,,s i;cxn 1F,r Live Def l'n 0.37 L/357 0.38 L/350 0.98 wn.u.;a*.yu nvwr.x Total Defl'n 0.53 L/251 0.56 L/24.0 0.95 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv" 285 1.15 1.00 1.00 - - 1.00 1.00 1.00 3 J/ Fb"+ 2850 1.3.5 1.00 1.00 0.955 1.036 1.00 1.00 1.00 1.00 - 3 Fcy' 750 - 1.00 1.00 - - - 1.00 1.00 - E' 2.0 million 1,.00 1.00 - 1.00 1.00 3 t7� Emits' 1.04 million 1.00 1.00 - 1.00 1.00 3 Shear : LC #3 - D+.75(l.,+S), V . 3543, V design 3054 lbs Bending(+)s LC 43 - D+ 75(1,+S), M - 9886 lbs-ft C7 ti31 Deflections LC #3 - D+.'75(1,+S) (live) HILL LC #3 - D+.75(L+S) (total) SO Y J El m 231e06 lb-in2/ply "i y Total Deflection - 1.50(Dead Load. Dettection) + Live Load Deflection. Q•(j D-dead L-live S-snow W-w nd I-impact Ix.roof live Lc-concentrated OF All LC's are listed in the Analysis output Load combinations: ASCE 7-05 DESIGN NOTES: _...-...._ 1,Please verify that the default deflection limits are appropriate for your application. 2.Sawn lumber bending members shall be laterally supported according to the provisions of NOS Clause 4.4.1, 3.BUILT-UP BEAMS:It is assumed that each ply is a single continuous member(that is,no butt joints are present)fastened together securely at intervals not exceeding 4 times the depth and that 4.each ply is equally tap-loaded.Where beams are side-loaded,special fastening details may be required. SteMCOPANY Courtenay Architect PROJECT mes w1Lake Modular Ho Ma y 29,2014 07:45 o J k J 0 5.wwb Design Check Calculation Sheet Sizer 8.3 LOADS: Load Type Distribution Pat- Locution [ft) Magnitude Unit tern Start End Start End Loadi Dead Full-UDL--"--' 44.7 plf Load2 Live Full UDL 1.32.3 plf Load3 Snow Full. UDL 264.0 plf FLOOR Dead Full. UDL 85.0 plf FLOOR L1 Live Full UDL _ 265.0 PIC MAXIMUM REACTIONS(Ibs)and BEARING LENGTHS(in): A'RPRQ1/i:D I c` Unfactored: ' - _ - 71 Dead 474 474 Other 2315 2315 Factored: T R.rGtw f tlui.e 1 rc 'a Total 2209 OFIVaaxaryc tc un�xf�cntfhrr Of 2209 Bearing: Load Comb #3 s.u nq,i<,romcars. 93 Length 1.73. 1.73 Cb 1.00 w 1.00 Lumber n-ply,S-P-F,No.1 1N'o.2,2x10",2-Plys Self-weight of 5.61 pif included In toads, Lateral support:top=at supports,bottom=at supports:Repetitive factor:applied where permitted(refer to online help); Analysis vs.Allowable Stress(psi)and Deflection(in)using NDS 2005: _ _...._._ Criterion Analysis Value Design Value Anal sis/Deli n Shear fv - 93 Fv' - 155 -fv/Fv^ = 0,60 Sending(+) fb � 1085 Fb' - 1084 fb/Fb' - 1.00 Live Def1'n 0.10 = L1868 0.23 = L/360 0.41 Total Def1'n 0.14 - L/616 0.35 - L/240 0.39 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LCA Fv' 135 1.15 1.00 1.00 1.00 1.00 1.00 3 Fb'+ 875 1.1.5 1.00 1.00 0-979 11100 1.00 1.00 1.00 1.00 3 ,y Fcp' 425 - 1.00 1.00 - 1.00 1.00 E. 1,.4 million 1.00 1.00 - _. .. 1.00 1.00 3 Emi.n' O.51. mi.I1ion 1.00 1.00 - - .. .. 1.00 1.00 - 3 f . Shear LC ti3 - D+.76(L+S) V 2209, v design m 1723 lbs G y trJ Bending(+)- LC R3 - D+.75(1,+S), M 3867 lbc-ft T HILL Deflection. LC #3 - D+.75(L+S) (live) 1.,t. 03 D+.?S(L+S) (total) El = 139e06 lb-in2/ply �p Total Deflection . 1.50(Dead Load Deflection) + Live Load Deflection. �U}iOF o D=dead L.ltve S=snow k.=wi.nd r-impact Lr-roof live Lc-concentrated All LC's are listed in the Analysis output Load combinations: ASCE 7-05 DESIGN NOTES: -----w.--__...._._._.�.-_._..........w,._ 1.Please verify that the default deflection limits are appropriate for your application. 2.Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 3,BUILT-UP BEAMS,it is assumed that each ply is a single continuous member(that is,no butt joints are present)fastened together securely at intervals not exceeding 4 times the depth and that 4.each ply is equally top-loaded,Where beams are side-loaded,special fastening details may be required. t COMPANY PROJECT - fy Steve Courtenay Architect f"� Bill Lake Modular Homes r>? o O Y Yf�./ f s`' May 29,2014 07:45 4.wwb Design Check Calculation Sheet Sizer 8.3 LOADS: Toad 'Type Distribution Pat- Location (ft] Magnitude Unit tern : Start End Start End Loadl. Dead Full UDL 44.7 pif Load2 Live Full UDL 132.3 plf Load3 Snow Full UDL 264.0 plf Ctxa Dead Full UAL _--- T 25.0 Plf MAXIMUM REACTIONS(lbs)and BEARING LENGTHS(in) : Ip' 134 Unfactored: Dead. 514 514 Other 2576 . 2576 Factored: _ .•.......... _ Total. 2446 2446 Bearing: Load Comb 43 N3 Length 0.93 0.93 Cb 1.00 1.0tl LVL n-ply,2.OE,285OFb,1-314x9-114",2-Plys APPROVED � Self-weight of 0J 33 plf included in loads; Lateral support:top=at supports,bottom=at supports: Analysis vs.Allowable Stress(psi)and Deflection(in)using NDS 2005: � �j5 Criterion. Analysis Value Desi n. value Anal sia/Dc3i n X� ._._ Shear fv = 100 Fv' 328 Ev/Fv 4.30 Bending(+) fb - 3.411 Fb' r 3196 fb/Fb' « 0.60 Live Defl'n 0.41 = L/377 0.43 L/360 0.95 krriw'4i'$ c:n.e,.k«:snrnrr,ncrixuor Total Defl'n 0.58 = L/269 0.65 = L/240 0.83 °ia^� O1y!ki�4a! ^s NC:c+ftnY�:nsSot�n� ADDITIONAL DATA: FACTORS: F/E CD CM C:t CL CF Cf1x Cr Cfrt Ci Cn LCii Fv' 285 1.15 1.00 1.00 - - 1.00 1.00 1.00 3 Fb'+ 2850 1.15 1.00 1.00 0.941 1.036 1.00 1.00 1.00 1.00 - 3 AP Fcp' 750 - 1.00 1.00 - - - - 1.00 1.00 E. 2.0 million 1.00 1.00 - 1.00 1.00 3 Emin' 1.04 million 1.00 1.00 _ 1.00 1.00 3 Shear : LC 93 = D+,75(L+S), V - 2446, V design = 2156 Lbs }� Bending(+). LC Iii - D+.75(L+S), M « 7548 lbs-ft � o Deflections LC 43 - D+.75(L+S) (live) HILL LC Iii = D+,75(L+S) (total) El 231e06 lb-in2/ply P Total Deflection « 1.50(Dead Load Deflection) + Live Load Deflection. r�" D«dead L=live S«snow W=wind 1-impact Lr-rcof live Lc-concentrated �+n OF All LC's are listed in the Analysis output Load combinations: ASCE 7-05 DESIGN NOTES: 1.Please verify that the default deflection limits are appropriate for your application. 2.Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 3.BUILT-UP BEAMS:it is assumed that each ply is a single continuous member(that is,no butt joints are present)fastened together securely at intervals not exceeding 4 Times the depth and that 4.each ply Is equally top-loaded.Where beams are side-loaded,special fastening details may be required. - COMPANY PROJECT Steve* e Architect Bill akeM Modular Homes WoodWorks!' May zg,2014 07:44 lwwb Design Check Calculation Sheet - � Sixer 8.3 APPROVED LOADS: Load Type Distribution Pat- Location [ft] --Magnitude - Uni terra Start End start: _End FEB 0 4 2015 Load1 Dead Full UDL 44.7 plf Load2 Live Full UDL 132.3 plf Load3 Snow Full UDL 264. P1 MAXIMUM REACTIONS(lbs)and BEARING LENGTHS(in) : ° any I p gf Unf'ac^cored: - Dead 22G 226 . Other 1783 1723 Factored: _. ----..__. ___ Total 1$64 1564 Searing- - - -_ _-._. _ Load Comb 03 #3 Length 1.23 1.23 elr 1.00 ..__..__ 1.00 Lumber n-ply,S-P-F,No.11No.2,2x10",2-PIys Self-weight of 5.61 plf included in loads; - Lateral support:top=at supports,bottom=at supports;Repetitive factor:applied where permitted(refer to online help); Analysis vs.Allowable Stress(psi)and Deflection(in)using NDS 2005: Criterion ]Analysis Value Design Value Analysis/Design Shear fv 70 Fv' 155 fvr/Fv' - 0.45 Sending(+) fb ,. 967 Fb' 1076 Eb/Fb' - 0.92 Live Defl'n 0.16 - L/681 0.30 - 1./360 0.53 Total Defl'n 0.20 L/543 0.45 a L/240 0.44 ADDITIONAL DATA: FAC:IT)RS: F/E CD CM Ct CL CF CEu Cr Cfrt Ci Cn LC# Fv' :135 1.15 1.00 1.00 - - - - 1.00 1-00 1.00 3 y Fb'+ 675 1..15 1.00 1.00 0.972 1.100 1,00 1.00 1.00 1.00 3 Fcp° 425 - 1.00 1.00 - - - - 1.00 1.00 - E' 1.4 million :I,o0 1.00 - - 1.00 1.00 3 Emin' 0.51 million 1.00 1_00 - - 1.00 1.00 3 v Shear LC #3 - D+.75(L+5), V . 15 64, V design 12.96 lbq Sending(+]: LC 43 - D+ 75(1,+S), M - 3519 lbs-ft Deflection: LC #3 - D+.'15(L+S) (live) LC #3 - D+.75(L+S) (total) E1 _ 139e06 lb-in2/ply Total Deflection a 1.50(Dead Load Deflection) + Live Load Deflection. D=dead L=live S-snow w=wind 1-impact Lr�roof Live Lr-COncentrated All LC's are listed in the Analysis output OF Load combinations; ASCE 7-05 DESIGN NOTES: 1.Please verify that the default deflection limits are appropriate for your application. 2.Sawn lumber bending members shall be laterally supported according to the provisions of NOS Clause 4.41. 3.BUILT-UP BEAMS:it is assumed that each ply is a single continuous member(that is,no butt joints are present)fastened together securely at intervals not exceeding 4 tlmes the depth and that 4.each ply is equally top-loaded.Where beams are side-loaded,special fastening details may be required. COMPANY PROJECT �r Steve Courtenay Architect �^�,��` Bill Lake Modular Homes Wo o d Wj (� May 29,2014 07:44 2.wwb Design Check Calculation Sheet Sixer 8.3 LOADS: Load Type Distribution Fat Location (ft) t6agnitude Unit tern' Start End Start End Loadl Dead -(Full Area- - W 10.00 *Tributary Width (in) _._ _.._... w MAXIMUM REACTIONS(Ibs)and BEARING LENGTH'S(in) : Ip' 13'-31 Unfactored _._ __..__..._.._ Dead 99 99 Other Factored: Total 99 99 searing: Load Comb #t1 #1 Length 0.50" 0.50• Cb 1.00 1.00 'Min.bearing length for joists is la'for exterior supports Lumber-soft,S-P-F, No.1tNo.2,2x6° Floor joist spaced at 16"c1c;Self-weight of 1.67 plf included in loads; Lateral support:tap=full,bottom=at supports;Repetitive factor:applied where permitted(refer to online help); Analysis vs.Allowable Stress(psi)and Deflection(in)using NOS 2005: - Criterion Analysis value IDesign Value Anal sis?t)esi n Shear fv ' 17 Fv' = 121 fvjFV' . 0.14. Bending(+) fb < 522 Fb' = 11.77 fb/Fb' = 0.44 Live Defl'n negligible Total Defl'n 0.54 = L/296 0.66 = L/240 0.81 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC4 Fv' 135 0.90 1.00 1.00 - - 1.00 1.00 1.00 1 Fb'+ 975 0.90 1100 1.00 1.000 1.300 1100 1.15 1.00 1.00 - I Fcp' 425 1.00 1.00 - - - 1.00 1.00 E' 1.4 million 1.00 1.00 - 1.00 1.00 - 1 Emin° 0.51 million 1.00 1.00 - - 1.00 1.00 - 1 Shear : LC 41 D only, V - 99, v design 92 lbs Bending(+): LC 41 D only, M . 329 lbs.Et Deflection: LC 40 - Self-weight (live) LC 41 D only (total) a E1 29e06 lb-in2 Total. Deflection = 1.50(Dead Load Deflection) . Live Load Deflection. D-dead L-live 9-snow W»wind I=impact L.r-roof live Lc-concentrated All LC's are listed in the Analysis output ` Load combinations: ASCE 7-05 n � 1_ 16 5 9� DESIGN NOTES: NY ILL 1.Please verify that the default deflection limits are appropriate for your application. 2.Sawn lumber bending members shalt be laterally supported according to the provisions of NOS Clause 4.4.1. ,q APPROVED FEB 0 4 2035 t R.t0i , o�:rw��7 A •rz COMPANY PROJECT ( AA Steve Courtenay Architect F Wood o r ks•`� May Lake Modular Homes F �,J] May 29,21714 06:58 i.wwb Design Check Calculation Sheet. Sizer 8.3 LOADS: Load Type intribution Pat, Location (ft) Magnitude Unit tern Start End Start End Loadl Dead Fu72-ilrea _�_ 10.00 (16.0). psf Load2 Live Full Area 40.00 {SG.0)� of *Tributary width (in) _ _. MAXIMUM REACTIONS(lbs)and BEARING LENGTHS(In) : ip' 13.41 Unfactored: Dead 107 107 Other 353 153 Factored: --------- -- - -- _ ___ Total 460 460 Bearing- Load Comb #2 #2 Length 0.72 0.72 Cb 1.00 1.00 Lumber-soft,S-P-F, No.11No.2,2x10" Floor joist spaced at 16"e/c:Self•werght of 2.8 plf included in loads; Lateral support:top=full,bottom=at supports;Repetitive factor:applied where permitted(refer to online help); Analysis vs.Allowable Stress(psi)and Deflection(in)using NDS 2005 Criterion lAnalysis value Dea n Value Anal 's/Design Shear f'v - 44 Fv' - 135 fv Fv' 0.33 Bending(+) fb - 854 Fb' - 1107 fb/Fb' , 0.77 Live Def'l'n 0.27 = L/695 0.44 .-. L/360 0.60 Total Def.l.'n 1 0.39 = 6.,/409 0.66 m L/240 0.59 ADDITIONAL DATA: FACTORS: F/E Co CM Ct ct., CF C"f'u Cr Cfrt Ci Cn LC# Fv' 135 1.00 1.00 1.00 - - - - 1.00 1.00 1100 2 Fb'+ 875 1.00 1.00 1.00 1.000 1.1.00 1.00 1115 1.00 1.00 2 Fcp' 42.5 - 1.00 1.00 - - - - 1.00 2..00 - - E' 1.4 million 1.00 1.00 - - - - 1.00 2..00 - 2 Ella in° 0.51 million 1.00 1..00 -. - - 1..00 1..00 - 2 Shear : LC #2 = D+L, V - 460, V design = 406 lbs Bending(+): LC #2 - D+L, M = 1523 lbs-ft I Deflection: LC #2 - D+L (live) LC 42 - D+L (total) El 139e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. �Cd D-dead L-live S=snow w=wind 1-impact Lr=roof live Lc-concentrated c� J► All LC's are liated in the Analysis Output Load combinations: ASCE 7-05 DESIGN NOTES: ' iI-I- 1.Please verify that the default deflection limits are appropriate for your application. 2.Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.41. QO APPROVED FEB 0 4 2015 Tn <' CS lVC. i,vam .(>~s.. ;i.... ::.:M-C:.ixrnr u1rfiaw nny.n .n,rar d ,+cc^i'xyn Iha x�aJ:a]�:.a ra:7olanxcarr3. Page 2 of 2 . - x �~ i, =,,: - _ •�--" ,ass� �., ,w,,.� r Case A Y �. .,.�- i `'•r ✓ 'lip. Case B N(Au,: J 1. I'r�ssurca-rh+w.°u xrc applied rn r!> h�ari�art:laa1 s�:rora nl yrvfi cdou-,,l«ra 1�:r rrc l�,nt h�,kr I't t'.Ins}- aclimst c'other expoulmi'lod h�yrigh t9 wi th wr jnatusent(,.tact's. l ilC lo..�1}nqu.�:rnc plraw•n.h 0 h...applie*I!c,ow:•Ir r"'Mcr ordx 6),Wing in.turn.nr tbt it rcrrr�;::f.+;yter`r.(See r'iyure 2�.A-I t r-m Caa:B us€ rr 4. t.c J ca�5,ry 1 bad 2 must l}:c•Irr<{s•{fir 25'• N:�45'. Load c"w 2 at 25`t,,plovij"I.:+a(}'tar int•rp-Aaticri Lx tv,ten W 5"wwl 5. rltr anj minttr-ienx.ignifr praet,r xacring towcrr+l:)ud a vuf Prons the pmj'xjed rrfir.n .teapectitely.. '5, rot r,af5lop"'."o lonthan d-,x,J-ejs m I;rwar imerpolwtirr iii I.-:rrnittrxl. I'm-+rata l liori:cnta l k:ad-,boll uot b-z lc rs than rh5c cterurinc l by traummV p:-sr irn xow-B&I D. E. Whcfe z xic,E or 0 fa/ll•t t•n a trrof+a rr thank off the tairo.k.mril aide of thh tvil.lin+g.ux•Ewu s nll t7cer rof the p r-mire-on the hatizautal proiecriatsr.JdreovcthA". nvr-rhant.on the lceu.rn3arl{ rxk rdn+,A)11 due(m6cxi)ne pr_r.mtr applird_ a. 10 perc cn t of leaxt Nw ir,,tr tal dinvuswon c,0.4h.w 1sicl,-act i-�-m vd l:r,but aut k-:,r thmm v k6,r 4 4 of le.ret horim-wial d irrr_-maLln or h tQ9 MI. fr: hta:xis t-of he ight.in feel{nets t„-4xcept that cwac hcr�lrt r,hall I c err.;{fcr mor;ame,l s-G Isr. f# r tn.plc«ft;+lane cYrrrcf{� at horiran tal.if] APPROVED 9 �,. ,s 1 0 4 2095 E'HI V [:13 i�f rr+av'Y{: Q.�U4rv^fiiVr�Ga. http://ww w.robbinsdesig iisolutiotis.com/MWFRSMethodl.aspx 6/2/20'14 Page I of 2 ASCE 7-05 Main Wind Force Resisting System P.E. Robbins, Inc. Method I Simplified Procedure ASCE 7-05 Calculators Basic Wind Speed(3 second F55 mph gust): Roof Slope: EO /12 Exposure:FC--�;T See C6.5.6 Starting on page 287 ASCE 7-05 Mean Roof Height: M =' ft Occupancy Category:F117--;T Table I-I page 3 ASCE 7-05 Hurricane Prone Region: No Topographical Factor Kzt: 1.p Kzt Must be greater than or equal to 1.0 Calculate Importance Factor: I Adjustment Factor 1: 1.35 Horizontal Pressures Vertical Pressures Zone A: 24.03 psf Zone E: 10 psf Ovehang Zone -10 psf E: Zone B: 16.47 psf Zone F: -14.58 psf Zone C: 19.17 psf Zone G: 10 psf Overhang Zone -10 psf G: Zone D: 13.23 psf Zone H: -12.56 psf Figure 6-2 page 37 ASCE 7-05 IPROVE D FEB F B EB 0 4 20115] n Cn 3 5 0 E HILL ir. V III OF http://www.robbinsdesignsolutions.com/MWFRSMetbod Laspx 6/2/2014 Snow Load Calculator Page I of I ASCE 7-05 Snow Loads P.E.Robbins,Inc. Snow Loads for Hip and Gable Roofs ASCE 7-05 Calculators Exposure Factor(Ce): 1_.0 Table 7-2 ASCE 7-05 page 92 Thermal Factor(Ct): F-A Table 7-3 ASCE 7-05 page 93. Importance Factor(1): 1.0 Table 7-4 ASCE 7-05 page 93 Ground Snow Load(pg): psf Horizontal Distance Eave to Ridge(\M feet Roof Surface type: 1 77E ASCE 7.05 Section 7.4 page 81 and 82 Enter Roof Slope: jq_',j /12 Roof Slope in degrees: 39.81 Calculatel (S): 1.2 Balanced Loads Pf=0.7(Ce)(Ct)(l)(pg) Flat Roof Snow Load Pf= 42.35 psf Section 7.3 and 7.3.4 minimums page 81 Modifier= 10.5 Section 7.3.4 Minimum Values of Pf Sloped-Roof Snow Loads(Ps): Roof Slope Factor(Cs), 0929 Ps= 39.34 psf Unbalanced Snow Loads Unbalanced Snow Load for W—20= 55 psf Rafter System Only!!! Unbalanced Snow Load for All Other Roofs or Rafters>20 ft. Windward unbalanced load= 11.8 psf Leeward Drift unbalanced load= 79.31 psf For 6.05 ft from Ridge psf From 6.05 ft 7 ft from Ridge Leeward unbalanced load= 39.34 to APPROVED Rya FEB 0 4 2015 1 1 of j:' f 3 3.O71i�4 NOFIA http://www.robbinsdesignsolutions.com/Snowl.,oa(l.aspx 6/2/2014 COLLAR TIE=480LB ROOF LOADING(EXT) ROOF LOADING(EXT) TRUSS=382#/LF TRUSS=338#/LF SNOW=229#LF ROOF LOADING(MATE) SNOW=202#LF LIVE=38.4#/LF �_._/ TOTAL=180#LF �� LIVE=39#/LF DEAD=115#/LF EAD=97#/LF i FLOOR LOADING _.__----- LIVE=265#/LF � APROVED DEAD=854/LF FEB 4 4 2015 CEILING LOADING DEAD=77#/LF i s MY FLOOR LOADINT3 I LIVE=265#/LF DEAD=85#/LF JAH cow a 4 TYPICAL LOADING FOR "F"UNIT ROOF LOADING SNOW=264#/LF LIVE=132.3#/LF DEAD=44.7#/LF FLOOR LOADING LIVE=265#/LF DEAD=85#/LF CEILING LOADING DEAD=77#/LF APPROVED FEB 042015 r e wk ci:rrs,ONC. Rl-VrvN U ,k,4J 1 malt ro tYUr}a'�.�.l�=or upyve;tro:; wn%st,M%atekv,"-A!QntEItS+tri1M oppifark� rq,;uern,�MS. FLOOR LOADING LIVE=265#/LF DEAD=85#/LF MZEM a P� 1�r OF to TYPICAL LOADING FOR "A THRU E "UNITS Solder On Leeds Ma Structural calculations Loading Cross Section • Units A-E • Unit F Calculations APPROVED 1. Snow food Calculation 2. Wind Loading Calculation 3. Floor Joist FEB 0 4 2015 4. Ceiling!joist 5. Unit A-E HEADER 2"D FLOOR (2-2X10} TC kQ 5s:' t;CS•lf:� 6. UNIT A-E HEADER 21-AD FLOOR (2-2X10 LVL) avr mvc+ �` E :noraa�rirmae r u;u xe rer,slaw icaa d+s 'xF'P'n:rw ntwitenanh. 7. UNIT A-E HEADER Is'FLOOR (2-2X10) 8. UNIT A-E HEADER 1ST FLOOR (2-2X10 LVL) 9. UNIT F PORCH ROOF HEADER EXT WALL(2-2X10) 10. UNIT F MTG WALL KITCHEN 2 ND FLOOR ROOF LOAD ONLY (2-2X10) 11. UNIT F MTG WALL KITCHEN 1 ST FLOOR 12. UNIT F PORCH FLOOR BANDS 13. 2-2X4 POST UP TO 2000 LOAD 14. 3-2X4 POST UP TO 5000 LOAD 15. 2-2X6 POST UP TO 3000 LOAD 16. 3-2X6 POST UP TO 7000 LOAD 17. COLLAR TIE F UNIT 18. Ridge Connection 19. TRUSS CERIFACTE #P 1381002 a 20. TRUSS CERTIFACTE #P1381302 E 7 c� n 3 15 a HILL o Y " p� OFpc AMMIL Commonwealth of Massachusetts Manufactured Buildings Program Transmittal Farm for all correspondences relating to Manufactured Buildin s and Buildin Components To: Linda Shea,Manufactured Buildings Program Phone Number: Date Transmitted Linda.shea @btate.ma.us 5t}t;•-880-4930 Commonwealth of Massachusetts 1380 Bay Street Board of Building Regulations and Standards Building B Taunton Massachusetts U278U The person forwarding material shall complete the following portion of this transmittal. Please print dearly or type required information. following Name of Person Doren Lehman MC Number I'PIA Number -Transmitting Material 200 03 The following,information is being transmitted to the Board of Building Regulations Please indicate the Distinct Use And Standards and\or the Department of Public Safety for reasons detailed below Model and\or Serial Group (Please check the appropriate box or give a further description of the transmitted Number pertaining to Items under the section labeled otlur. Be sure to identify the appropriate Use Grow transmitted items. Building plans for review and approval Building plans forwarded as a record copy for your files(review not required). Revised building;plans for review. (Please clearly identify revisions on the �/ Soldier On R-2 tans.) X Revised building plans forwarded as a record copy for your files -- (review not Muired-Please clearly identify revisions on the plans.) 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Site Location: 421 N.Main Street,Leeds,MA 01053 The office transmitting this information has reviewed the above mentioned and attached materials and has found them,to the hest of our knowledge and abilities,to be in compliance with the codes and\or rules and regulations for the Commonwealth of Massachusetts Manufactured Building Program,as applicable. Signed by: Date: 2/4!15 S\ntf \forms\mEgtransmittal Revised July,2UU9 i i I I i I LII I i I I'. II is j 4 www.wesoldieron.org