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Home My WebLink AboutBuilding Permit # 8/31/2015 BUILDING PERMIT TOWN OF NORTH V ° APPLICATION FOR PLAN EXAMINATION - Permit NO:^ �. ; n,°" Date Received US Date Issued: �4 I PORTANT: A licant must complete all items on this page LOCATION 106 Weyland Cir Print PROPERTY OWNERSohil Thakkar Print MAP NO: PARCEL:2io-65-263ZONING DISTRICT: Historic District yest"io Machine Shop Village yes n TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential New Building ❑ One family ❑Addition ❑ Two or more family I Industrial K Alteration No. of units: i i Commercial ❑ Repair, replacement Assessory Bldg ( I Others: L1 Demolition ❑ Other CI Septic ❑Well CJ Floodplain ❑Wetlands ❑ Watershed District ❑Water/Sewer Installation of a safe and code compliant, grid tied PV solar system on and existing residential roof. Identification Please Type or Print Clearly) OWNER: Name: Sohil Thakkar Phone:7813281185 Address: 106 Weyland Cir. North Andover, MA 01845 CONTRACTOR Name: Skyline Solar LLG Phone: 7323543111 Address: 124 Turnpike St.Ste 10.W.Bridgewater, MA 02379 Supervisor's Construction License: Exp. Date; CS-027047 11/9/16 Home Improvement License; Exp. Date; 172284 6/7/16 ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Check No.: �e Total ProjectCost.- $ 30,000 FEE: $$360 I.,4' Receipt No.: NOTE: Persons contracting w' a unregistered contractors do not have access to the guaranty fund Signatur,,'of Agent/Owner Signature of contractor I To' 'wn of 11 .7', Andover h b T O LANE ver, ass, COC MIC MI WICK �� ®S RATED ►fP,�� UBOARD OF HEALTH Food/Kitchen PERMIT T L �D Septic System THIS CERTIFIES THAT ....... . .. . BUILDING INSPECTOR .. .. ........... ..... . A. ....................................................... B has permission to erect .......................... buildings on . . .. ....... .. ... ....04..........`. ................ Foundation Rough to be occupied as .......... ... ...... . .......... ..... ... ... .. ............eA..r Chimney provided that the person ccepting this permi hall i every respect conform to the terms of the application Final on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection,Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final EXPIRESPERMIT IN MONTHS ELECTRICAL INSPECTOR CONSTRUCT"10- UNLESS STAR Rough Service ............ .. ..... ......... ......................................... Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough Display in a Conspicuous Place on the Premises — ®o Not Remove Final No Lathing r Dry Wall To Be one FIRE DEPARTMENT Until Inspected and Approvedthe Building Inspector. Burner Street No. Smoke Det. s u nGEVITY' Homeowner's Agent Authorization Form State of Massachusetts Sohil Thakkar (print name) am the owner of the property located at address: 106 Weyland Cir North Andover MA 01845 (print address) I hereby authorize Sungevity or its subcontractor to act as my Agent for the limited purpose of applying for and obtaining local building and other permits from the Authority Having Jurisdiction as required for the installation of a PhotoVoltaic System located on my Property. Docusigned by: Customer Signature: -Ubw E�6U 7UCUOHDCNE1— Date: 8/10/2015 Print Name: Sohil Thakkar Sungevity MA Home Improvement Contractors License # 168430 66 Frarildin a3trc,,(J, Suite 310 fo 51("1,4'-)6.5500 866.SUN,4ALL Oakl,:md,CA 94607 LISA f 510.49 5501 _ ,,,nGEVITY' ": , ':,-:R A T P S r"I V E" August 21, 2015 Subject: Structural Certification for Installation of Solar Panels Job#: 1957406 Client: Thakkar Address: 106 Weyland Circle, North Andover, MA 01845 To Whom It May Concern, A field observation and design check of the subject property was conducted to determine the suitability of the existing roof structure to support the installation of solar panels. From the field observation of the property, the existing roof structure was observed as follows: The existing roof structure consists of composition shingles over plywood sheathing that is supported by 2x10 roof rafters spaced at 16" on center at Arrays I & 2. The rafters are sloped at approximately 40 degrees at Array 1 and 38 degrees at Array 2. The rafters have a maximum projected horizontal span of 9'- 1" at Array 1 and 11'-4" at Array 2 between load bearing walls. Utilizing the information determined from the field observation, the attached structural calculations have been prepared for the subject property in accordance with the following design criteria: 0 Applicable Codes: 2009 IBC, ASCE 7-05 and 2005 NDS 0 Basic Wind Speed = 100 mph 0 Exposure Category = B 0 Ground Snow Load = 50 psf As a result of the completed field observation and design check, I certify that the capacity of the existing roof structure that directly supports the additional loading due to the installation of solar panel supports and modules has been reviewed and determined to meet or exceed the requirements of the 2009 International Building Code. Please feel free to contact me at (510) 496-4422 with any further questions or OF Mass concerns regarding this project. i K E SincerelAIKO y, U SPENCER CIVIL cn NO, 51861 SSPST ONAL Janyce Spencer, PE 66 Franklin Street, Suite 310a 510.496.5500 866.SUN.4ALL Oakland,CA 94607 USA f 510.496.5501 W W W S U Ig(W i tY A-0 M V'jik'1111' sunGEVITY' Structural Calculations for the Solar Panel Addition at The Thakkar Residence 106 Weyland Circle, North Andover, MA 01845 OF JANYCE AKI 0 SPENCMLER C NO. 51861 -/STQ- SIPONNAI /aimp"4/yrz-7- August 21, 2015 Date Signed 66 Franklin Street, Suite 310 p 510.496.5500 866.SUN.4ALL Oakland CA 94607 USA f 510.496.5501 www,songevitq (xon'i client: Thakkar Sheet No. s u nGEVITY" Sungevity#: 1957406 E N1 E Ilm`) E Fp 0 S iT1 V E Date: 8/21/2015 GRAVITY LOADS Roof Angle = 40 degrees Composition Shingle 4 Plywood 2 2x10 Nominal Rafters@ 16 in o.c. 2.89 0ILL Vaulted Ceiling 6 0 Misc. 11.11 Total Dead Load (pso = 16.00 Total Adjusted Dead Load (pso = 20.89 F- Total Live Load (pso = 20 (Rooflive loadisnotrequiredin areas covered by Pl/array) Photovoltaic System (pso 21 2.7 2.7 Standoff Trib Width in X-direction (ft) 2 4 6 > Standoff Trib Width in Y-direction (ft) 2.7 2.7 2.7 a. Standoff Tributary Area (ft 2 5.4 10.8 16.2 Point Load of Standoff(Ibs) = 15 30 4 Stucco (7/8") 10 CO 2x4 Studs @ 16" o.c. 1.09 -j 5/8" Plywood 2 Insulation I Gypsum Board 2.5 uj Misc. 0.41 L Total Dead Load (pso = 17 Gypsum Board 2.5 2x4 Studs @ 16" o.c. 1,09 Insulation I Gypsum Board 2.5 z Misc. mi Total Dead Load (pso = 8 �Jnq client: Thakkar Sheet No. IN! ,, sunGEVITY' Sungevity#: 1957406 &qp'llill"t G[,",�14ER/1.1'E i V Ei� Date: 8/21/2015 2 WIND CALCULATIONS Per ASCE 7-10 Components and Cladding Design Input: Risk Category= Di Wind Speed, V= 100 mph Figure 26.5-1A Exposure Category= B Section 26.7.3 Roof Slope = 40 degrees Mean Roof Height= 25 ft Building Least Width = 43 ft Effective Wind Area = 1-7.5 fe Velocity Pressure: qh = 0.00256 K,Kt Kd V2 K,= 03 Table 30.3-1 K,t = 1.0 Section 26.8.2 Kd = 0,85 Table 26.6-1 V= 100 mph See above qh-nominal = 15.23 psf Nominal(unfactored) uplift qh-design = 9.14 psf Design (factored) uplift based on allowable stress design basic load combination#5=D+0.6W Load at Standoffs: Uplift Uplift, Uplift Downward Zone I Zone 2 Zone 3 Zones 1-3 GC P= -0185 -1.45 -23 0A5 Figure 30.4-25 Wind Pressure p = qh-design*(GCp), (psf) = -7.77 -13.25 -21.02 4.11 Standoff Spacing in X-direction (ft) = 4 4 4 1 4 Standoff Spacing in Y-direction (ft) = 2,7 2.7 23 2.7 Tributary Area (fe)= 10.8 10.8 10.8 10.8 Load at Standoffs (lbs) = -84 -144 -228 45 Maximum Standoff Uplift= -228 lbs Standoff Uplift Capacity = 732 lbs Per ESR-3744, Table 2 D/C = 0.311 Standoff Okay Fastener Capacity Check: Fastener= 5/16" diameter lag screw Number of Fasteners = 1 Min. Embedment Depth = 2.5 in Wood Species = Spruce 1"ir Pine Specific Gravity, G = 0.42 Per 2012 NDS Table 11.3.3A Withdrawl Capacity Per Inch = 205 lbs/in Per 2012 NDS Table 11.2A Load Duration Factor, CD = 1.6 Per 2012 NDS Table 2.3.2 Fasteners Capacity= 819 lbs D/C = 0.28 Fasteners Okay M , client: Thakkar Sheet No. sunGEVITY" Sungevity M 1957406 GENE, F"?,/,V'rE [',)(1")S I"IF1\1 E Date: 8/21/2015 3 Existinq Structure Check Per 2012 IBC Chapter 34, Section 3403.4 Weight of Existing Building Weight(psf) Area(ft ) Weight(Ibs) Roof DL 20.89 2565 53,576 Z Ceiling DL 6 0 0 cn Exterior Walls 17 856 14,552 Assuming&-0"Wall Height Interior Walls 1 8 856 6,848 Assuming 8�-0"Wall Height L Lu I Total Existing Weight of Building = 74,976 Weight of PV System E Weight(psf) Area (fe) Weight(Ibs) > PV 2.7 595 1,607 IL I Total Weight of PV System = 1,607 Comparison Check 10% of Existing Weight of Building (Allowed) = 7,497 lbs Total Weight of PV System (Actual) = 1,607 lbs % Increase= 2.1 % Seismic Upgrade is Not Necessary Overall Sloped Length;25'3/16" + + [I 0 a 12 �� Y 10.07 a �l ri ti 1.5. ' 9'3' 8' 1 2 3 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF I Load:Combination(Pattern) System:Roof Member Reaction(lbs) 1131 @ 10'8" 2913(3.50") Passed(39%) -- 1.0 D+1.0 S(Adj Spans) Member Type:Joist Shear(lbs) 506 @ 9'113/16" 1436 Passed(35%) 1.15 1.0 D+1.0 S(Adj Spans) Building Use:Residential Moment(Ft-lbs) -948 @ 10'8" 2269 Passed(42%) 1.15 1.0 D+1.0 S(Adj Spans) Building code:IBC Live Load Defl.(in) 0.026 @ 0 0.204 Passed 1.0 D+1.0 W(Alt Spans) Design Methodology:ASD 2L 999+ Member Pitch:10.07/12 Total Load Deft(in) 0.106 @ 5'8 1/2" 0.792 Passed(L/999+) 1.0 D+1.0 S(Alt Spans) Deflection criteria:LL(L/240)and TL(L/180). Overhang deflection criteria:LL(2L/240)and TL(2L/180). Bracing(Lu):All compression edges(top and bottom)must be braced at 12'2 13/16"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. A 15%increase in the moment capacity has been added to account for repetitive member usage. Applicable calculations are based on NDS 2005 methodology. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Roof Snow Wind Total Accessories Live 1-Beveled Plate-DF 3.50" 3.50" 1.50" 176 90 365 12/-91 643/-91 Blocking 2-Beveled Plate-DF 3.50" 3.50" 1.50" 431 20 700 -395 1151/-395 None 3-Beveled Plate-DF 3.50" 3.50" 1.50" 94 59 223 26/-55 402/-55 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Dead Roof Live Snow Wind Loads Location Spacing (0.90) (non-snow:1.25) (1.15) (1.60) Comments 1-Uniform(PSF) 0 to 18'8" 16" 16.0 - 50.0 Roof 2-Uniform(PSF) 0 to 3'6" 16" - 20.0 - Roof 3-Uniform(PSF) 16'to 18'B" 16" - 20.0 Roof 4-Point(lb) 4'6" N/A 30 - -84 5-Point(lb) 6'7" N/A 30 -84 6-Point(lb) 8'8" N/A 30 -84 7-Point(lb) 10'9" N/A 30 -84 8-Point(Ib) 12'10" N/A 30 -84 9-Point(lb) 14'11" N/A 30 -84 Weyerhaeuser Notes (1$)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support Information have been provided by)Spencer Forte Software Operator— _—_— Job Notes_ --- 8/21/2015 9:30:05 AM ---- Forte v4.6, Design Engine:V6.1.1,5 Janycr Spencer Thakkar Residence Sru,gevity 105(Neyland Circle fihakkar 195%4(76 �orle.4te (L5'10)496-4,122 North Andovei.MA 01845 -- jaspencerWIsungevity corn Page 1 of 1 Overall Sloped Length:30'8 15/16" 0 Q r r 12 r 9.38 i fi if 1 2 3 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Roof Member Reaction(lbs) 1464 @ 12'5" 2832(3.50") Passed(52%) -- 1.0 D+1.0 S(Adj Spans) Member Type:Joist Shear(lbs) 659 @ 13'2 1/16" 1436 Passed(46%) 1.15 1.0 D+1.0 S(Adj Spans) Building Use:Residential Moment(Ft-lbs) -1600 @ 12'5" 2269 Passed(71%) 1.15 1.0 D+1.0 S(Adj Spans) Building code:IBC Live Load Defl.(in) 0.153 @ 18'5 7/8" 0.706 Passed(L/999+) -- 1.0 D+1.0 S(Alt Spans) Design Methodology:ASD Total Load Defl.(in) 0.223 @ 18'7" 0.941 Passed(L/759) 1.0 D+1.0 S(Alt Spans) Member Pitch:9.38/12 Deflection criteria:LL(L/240)and TL(L/180), Overhang deflection criteria:LL(2L/240)and TL(2L/180). Bracing(Lu):All compression edges(top and bottom)must be braced at 6'17/8"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. A 15%increase in the moment capacity has been added to account for repetitive member usage. Applicable calculations are based on NDS 2005 methodology. Bearing Length Loads to Supports(lbs) Supports Total Available Required Dead Roof Snow Wind Total Accessories Live 1-Beveled Plate-DF 3.50" 3.50" 1.50" 175 112 403 26/-86 716/-86 Blocking 2-Beveled Plate-DF 3.50" 3.50" 1.81" 550 22 914 -506 1486/-506 None 3-Beveled Plate-DF 3.50" 3.50" 1.50" 1 158 48 317 22/-129 545/-129 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Dead Roof Live Snow Wind Loans Location Spacing (0.90) (non-snow:1.25) (1.15) (1.60) Comments 1-Uniform(PSF) 0 to 23'9" 16" 16.0 - 50.0 Roof 2-Uniform(PSF) 0 to 4'8" 16" - 20.0 - Roof 3-Uniform(PSF) 21'9"to 23'9" 16" - 20.0 Roof 4-Point(Ib) 5'8" N/A 30 - -84 5-Point(lb) 7'10" N/A 30 -84 6-Point(Ib) 10' N/A 30 -84 7-Point(lb) 12'1" N/A 30 -84 8-Point(lb) 14'3" N/A 30 -84 9-Point(lb) 16'6" N/A 30 -84 10-Point(lb) 18'8" N/A 30 -84 11-Point(lb) 20'9" N/A 30 -84 Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by)Spencer Forto Software Operator Job Note 8/2112015 939:09 AM anyc?Spanner Thakker Residence Fotte v/1.5, Design Engine:V6.1.1.5 sungrevity 106 weyirand circle Thakkar_1957406 Fode.410 (5 10)44)6-4422 Norlh Andover.MA 01845 jaaspeincer(,Psun,gevity c m Page 1 Of 1 1 2 3 4 5 SHEET INDEX PHOTOVOLTAICSYSTEM PV0.0 COVER AND SITE PLAN PV1.0 GENERAL NOTES SYSTEM SIZE: CONDUIT RUN INSIDE PV2.0 ARRAY 1 LAYOUT AC/DC kW STC: 7.558kW\8.5kW - BASEMENT PV2.1 ARRAY 2 LAYOUT PV3.0 LINE DIAGRAM EQUIPMENT: AC P INV PV4.0 LABELS APV MODULES: (34)Trina Solar TSM-250 PD05.05 i PV5.0 DIRECTORY INVERTER(S): (1)SolarEdge SE760OA-US / i CONDUIT RUN ON ROOF KEY. -- PROPERTYLINE �SUBPANEL i j --- CONDUITRUN El DC DISCONNECT DRIVEWAY If DRIVEWAY SCOPE OF WORK: ( FENCE ED AC DISCONNECT A SOLAR MODULE B©JUNCTION BOX INSTALLATION OF A SAFE AND CODE-COMPLIANT ( i O MONITORING UNIT i Q MAIN SERVICE PANEL GRID-TIED SOLAR PV SYSTEM ON AN EXISTING i i UTILITY METER O COMBINER BOX RESIDENTIAL ROOFTOP. i j ® PV METER ❑ROOF OBSTRUCTION i I Q INVERTER APPLICABLE CODES: Z I i 2014 NEC LOCATION OF(E)MSP ¢ i ( 2009 INTERNATIONAL CODES WITH MA INSIDE BASEMENT i i AMENDMENTS LOCATION OF(N)FUSIBLE AC DISCONNECT NEXT TO MSP € CONTRACTOR INFORMATION: B - SKYLINE SOLAR NORTHBOROUGH B ARRgy2 ROOF EAST MAIN STREET ) 2 NO NORTHBOROUGH,MA 01532 WEYLAND CIR _ p JURISDICTIONAL INFORMATION: a I NORTH ANDOVER,TOWN OF I 1600 OSGOOD ST. t r` NORTH ANDOVER,MA 01845 r )g # ¢ NOTES TO INSTALLER: OC RUN:CONDUIT RUN FROM ARRAYS,ROOF MOUNTED AND y oN ExNCON wau To Bos. s ) �Q 0 INTO BASEMENT RUN FROM BOA THROUGH EXTERIOR WALL 1 CC O INTO BASEMENT ANO THEN ON BASEMENT WALL TO(N) j # O FUSIBLE AC I g# € AND , POC:SUPP1-%IDE CONNECTION IN(E) MP FOR I NSTALLER USE ONLY POST INSTALL SU NEYES REQUIRED? NO g1 I CERTIFY THAT NO CHANGES HAVE D BEEN MADE TO THE ARRAY LAYOUT: C 1$ CUSTOMER INFORMATION: CONDUIT RUN SOHIL THAKKAR ON ROOF 106 WEYLAND CIR NORTH ANDOVER,MA 01845 SITE PLAN N (781)328-1185/#1957406 SCALE: N.T.S. - DESIGNED BY:I REV#: DATE: _ PV-0.0 PS 1008/20/15 BoxOcvmixe BB rnaxKLwsourre a7BonKwxo,enBacBT er*Ao..vm.tiarzon.Lamo..cw..�u.om,�owrm�,mum�r.�rc..mm.�:m.kk., .xeseonnwixcs,svecmcnnoxs,uiv oesmns aaE mEnxoaExn or survaevi.v ixe.xo vAxr B—BE COPIEo 01 uscv Fox ON—ANY o.xEry WORK-NEITIAN TH—ECIF—ROIECT ronwwcn neer rwve BEEN BEYE:OPEDWITHEUT uxwrvlTrely—EIT 1 1 2 1 3 4 5 GENERAL NOTES. ELECTRICAL NOTES: GENERAL NOTES: El.ALL EQUIPMENT IS LISTED FOR USE. Nl.DRAWINGS ARE DIAGRAMMATIC ONLY.THE LOCATION AND ROUTING OF E2.MAXIMUM VOLTAGE DOES NOT EXCEED 600VDC. RACEWAYS SHALL BE DETERMINED BY THE CONTRACTOR UNLESS OTHERWISE E3.ANY EQUIPMENT OR ELECTRICAL MATERIALS USED FOR THIS INSTALLATION SHALL BE NOTED OR STANDARDIZED. NEW AND LISTED BY A RECOGNIZED ELECTRICAL TESTING LABORATORY. N2.ALL EQUATIONS ACCOUNT FOR WORST CASE CONDITIONS. E4.AN INVERTER IN AN INTERACTIVE SOLAR PV SYSTEM SHALL AUTOMATICALLY A N3.IF A DISCREPANCY IN QUANTITY OR SIZE OF CONDUIT,WIRE,EQUIPMENT DE-ENERGIZE ITS OUTPUT TO THE CONNECTED ELECTRICAL PRODUCTION AND A DEVICES,OVERCURRENT PROTECTION,GROUNDING SYSTEMS,ETC.(ALL DISTRIBUTION NETWORK UPON LOSS OF VOLTAGE IN THAT SYSTEM AND SHALL REMAIN EQUIPMENT AND MATERIALS)THE CONTRACTOR SHALL BE RESPONSIBLE FOR IN THAT STATE UNTIL THE ELECTRICAL PRODUCTION AND DISTRIBUTION NETWORK PROVIDING AND INSTALLING ALL MATERIALS AND SERVICES REQUIRED BY THE VOLTAGE HAS BEEN RESTORED. STRICTEST CONDITIONS IN THE SPECIFICATIONS OR NOTED ON THE PLANS TO E5.ALL PV ARRAYS SHALL BE EQUIPPED WITH DC GROUND FAULT PROTECTION. ENSURE COMPLETE COMPLIANCE WITH ALL CODES AND TO ENSURE THE E6.ANY AC COMPONENT SHALL MEET OR EXCEED THE AVAILABLE FAULT CURRENT LONGEVITY AND SAFETY OF THE OPERABLE SYSTEM. CALCULATED AT THAT COMPONENT. N4.ALL OUTDOOR EQUIPMENT SHALL BE MIN.NEMA 311 RATED. E7.ALL MODULES AND ANY RELATED ROOF MOUNTED METALLIC EQUIPMENTSHALL BE N5.METAL CONDUIT AND ENCLOSURES SHALL BE USED WHERE PV SOURCE OR PROPERLY GROUNDED. OUTPUT CIRCUITS ARE RUN INSIDE A BUILDING. E8.DC EQUIPMENT SHALL BE 60OVDC RATED MINIMUM. N6.MODULES SHALL NOT BE PLACED OVER ANY PLUMBING VENTS AND AT LEAST E9.MARKINGS SHALL BE PROVIDED TO INDICATE THAT ALL CONTACTS OF THE 6"ABOVE FLUSH VENTS. DISCONNECT EQUIPMENT MIGHT BE ENERGIZED. N7.THE ELECTRICAL CONTRACTOR SHALL COMPLY WITH ANY AND ALL E10.CONDUIT RUNS SHALL BE PROVIDED WITH SUFFICIENT WEATHERPROOF PULL BOXES REQUIREMENTS GIVEN BY UTILITY COMPANIES. OR JUNCTION BOXES/COMBINER BOXES PER APPROPRIATE JURISDICTIONAL N8.FOR ADDITIONAL EQUIPMENT SPECIFICATIONS,SEE PROVIDED CUT SHEETS. REQUIREMENTS. N9.ALL LABELS AND MARKINGS SHALL BE ATTACHED ACCORDING TO Ell.FOR ANY UNGROUNDED PV SYSTEM,A LABEL READING: B REQUIREMENTS BY NEC AND THE LOCAL AHJ.THE AHJ MAY HAVE SPECIAL LABEL B REQUIREMENTS BEYOND THE SCOPE OF THIS DOCUMENT.THIS MAY ENCOMPASS "WARNING-ELECTRICAL SHOCK HAZARD.THE DC CONDUCTORS OF THIS PHOTOVOLTAIC LANGUAGE INCLUDING,BUT NOT LIMITED TO,THAT FOUND IN NEC ARTICLES SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED." 690.5(C),690.14(C)(2),690.17,690.53,690.35(F),690.54,690.64(B)(7)and SHALL BE PLACED AT EACH JUNCTION BOX,COMBINER BOX,DISCONNECT AND DEVICE 705.10 WHERE ENERGIZED,UNGROUNDED CIRCUITS MAY BE EXPOSED DURING SERVICE. N10.INSTALLER TO FOLLOW ALL LOCAL JURISDICTION GUIDELINES. E12.INVERTER(S)SHALL CONTAIN A GROUND FAULT DETECTION AND INTERRUPTION Nll.ALL NEC REFERENCES SHALL BE DIRECTLY INTERCHANGEABLE WITH CEC DEVICE. REFERENCES. E13.ALL METALLIC RACEWAYS AND EQUIPMENT SHALL BE BONDED AND ELECTRICALLY N12.IT IS ILLEGAL FOR ANYONE UNLESS ACTING UNDER THE DIRECTION OF A CONTINUOUS. LICENSED PROFFESIONAL ENGINEER OR REGISTERED ARCHITECT TO ALTER ANY E14.THE POINT OF CONNECTION COMPLIES WITH APPLICABLE CEC/NEC. ITEMS ON THIS PLAN. E15.BACKFEO SOLAR BREAKER(S)SHALL BE INSTALLED AT THE OPPOSITE END OF THE N13.THE ENGINEER HAS NOT BEEN RETAINED FOR JOB SUPERVISION. CIRCUIT OR FURTHEST AWAY FROM THE MAIN BREAKER. E16.ALL WIRE,VOLTAGES,AMPERAGES AND EQUIPMENT IS SIZED ACCORDING TO STRUCTURAL NOTES: TEMPERATURE DERATING AND LOCATION. Sl.MOUNTS ARE DIAGRAMMATIC AND EXACT LOCATION MAY CHANGE,BUT E17.ONLY COPPER(CU)CONDUCTORS SHALL BE USED.CONDUCTORS SHALL BE SHALL BE ACCURATELY SPACED. STRANDED OR SOLID WITH PROPERLY RATED CONNECTORS. C 0 S2.MOUNTS SHALL BE STAGGERED WHEN NECESSARY TO EVENLY DISTRIBUTE E18.DISCONNECT SHALL BE WIRED SO NO BLADES ARE ENERGIZED LOAD AMONGST RAFTERS. E19.ALL MODULES AND RACKING SHALL BE GROUNDED VIA IRON RIDGE RAIL INTEGRATED CUSTOMER INFORMATION: S3.DO NOT SPLICE RAILS IN MIDDLE 50%OF SPAN BETWEEN TWO MOUNTS. GROUNDING(PLEASE SEE DATA SHEET)OR WITH TIN PLATED DIRECT BURIAL RATED LAY IN SOHIL THAKKAR LUGS USING STAINLESS STEEL HARDWARE,STAR WASHERS,AND THREAD FORMING BOLTS 106 WEYLAND CIR OR WEE BS. NORTH ANDOVER,MA 01845 E20.ALL EQUIPMENT SHALL BE GROUNDED,INCLUDING BONDING JUMPERS WHERE (781)328-1185/#1957406 NECESSARY ACROSS RAIL SPLICE PLATES TO BOND INDIVIDUAL PIECES OF RAIL. DESIGNED BY: REV#:I DATE: PV-1.0 ll PS 1 0 08/20/15 1 2 3 4 S SYMBOL KEY: MODULE SPECI®ICATION 1' 39'-6" 19' (34)TnDe solar TSM-250 PDO5.05 MOUNT MODULE WEIGHT: 41 ------- RAIL MODULE LENGTH: 64.95 RAFTERS - MODULE WIDTH: 39.05 ROOF ROOF r SPECS SETBACK CONTINUET.ORAFTER SIZE: 2x10 NOMINAL ARRAY 2 _ RAFTER SPAN: 9'-1" SOLAR MODULE RAFTER SPACING: 16" G t .I SHINGLE 0---....--0 STRING CONFIG g aRRar r PEGS A ® SKYLIGHT TOTALBER OF MODULES: IN 22 ® CHIMNEY - - Hr 902 HIT(Ibs)bs): 158.8 MOD.W WEIG Iq PLUMBING OR RACKING WEIGHT ATTIC VENT — ARRAY ARRAY AREA(S(lb.): 10608 ARRAY DEAD LOAD(Ibslsgft): 387.5 5 275 O ATTIC VENT NUMBER OF MOUNTS: 48 t 1 ! LOAD PER MOUNTObs): 22,1 }$' � - ARRAYAZIMUTH(`) 97 E g ` ARRAV T LTi) 40 NUMBERIOF FLOORS 1 t i I ! ARRAY 1 - ROOF t B B ,/ 1ARRAY 1 LAYOUT tH OF dAKIKO AI41K0 SOLAR MODULE SPOFNCLER q, N0.51661 �i -zk9`�C/STER�`Ot� IRONRIDGE XR10S/OMai \ L-FOOT QMSE-LAG SHINGLE C C COMPOSITE SHINGLE 5"X 5116"-LAG CUSTOMER INFORMATION: 2.5"MIN.EMBEDMENT PER----- SOHIL THAKKAR SCREW 106 WEVLAND CIR 2X10 NOMINAL,16 O.C. NORTH ANDOVER,MA 01845 (781)328-11851#1957406 AMOUNTING DETAIL L SCALE: NTS DESIGNED BY: REV#: DATE: -2.0 Ps o 08/21/1s PV SUND—INC RE FRANKLIN ST SUITE 310—ND.CA BIG07 By Tm Dma�0B21N5laarprt.ClUzarsYmpuelUwnluievl5ala(ora\T Cuawmera\Th"xNar- INDSECNAWINCS.SPECTICATIONS.AND DESr ARE TIRE PHOPERTYOF SUB—TY INC NOPART SNALLSE COPIED OR USED FOR C—TR ANY OTHERWORK OTIRERTNAN TRESPECEIC PECUECT POP WNICN TIREY RAVE BEEN DEVELOPEWITHOUTOURWNITTEN CONSENT 1 2 3 4 5 MODUL SPECIFICATIONS SYMBOL KEY: (34)Tuna Solar TSM-250 PD05A5 MOUNT MODULE WEIGHT: 41 RAIL MODULE LENGTH: 64.95 RAFTERS MODULE WIDTH: 39.05 9'-10" V-2" ROOF SPECS ROOF RAFTER SIZE: 2X10 NOMINAL SETBACK ! RAFTER SPAN: 11'-4" T` I ROOF 2 ARRAY 2 RAFTER SPACING: 16" SOLAR MODULE iN ROOF MATERIAL: COMPOSITE SHINGLE ®•••-•••--0 STRING CONFIG. �, — ; -_; ARRAY 2SPECS A ® SKYLIGHT _ _, 4 NUMBER OF MODULES: 12 "—E TOTAL MOD.WEIGHT(lbs): 492 A ® CHIMNEY i CONTINUE FROM RACKING WEIGHT(Ibs): 89.7 -......{.. g" .....'. I .......I......`......... ARRAY WEIGHT IIhs): 581.7 PLUMBING OR $ - (ARRAY 1 o E 1 ARRAY AREA WEIGHT 211.4 ATTIC VENT 6 -- -- 0 ATTIC VENT I ARRAY DEAD LOAD(Ihslsgft): 2.8 NUMBER OF MOUNTS: 29 LOAD PER MOUNT(Ihs): 20.1 ARRAY AZIMUTH(') 187 ARRAY TILT(") 38 • 'I' NUMBER OF FLOORS 2 m 3 I 3 i N � ....� - V-4 B B 0 SK OF JANYCE AKINO SPENCER RRAY 2 LAYOUT U NO.5M1861 7 qr FCISTER� fSSIONAL Ems\ C C CUSTOMER INFORMATION: SOHIL THAKKAR 106 WEYLAND CIR NORTH ANDOVER,MA 01845 (781)328-1185/#1957406 DESIGNED BY: REV#: DATE: PV—2.1 Ps 1 o 08120/15 �� .oaIRA-1..lSO-11..—R.. —ART—O l O.11FO.R—0 1.—WIRRARYOTHERWORK T«ANTM--0owoF<.FOR WHICH---—LOPED WIT—TOURWR1.ENS«ter 1 2 3 4 5 ELECTRICAL KEY: INVERTER 1 SKCIFICAT ONs MODULE L CTRICAL SPECIFICATIONS SOLAREDGE SE760OA-US (34)Trina Solar TSM-250 P005.05 -r-- BREAKER RATED WATTS(EACH): 7600 SHORT CIRCUIT CURRENT(Isc): 8.79 -I'— SWITCH NOTE: AC OPERATING VOLTAGE(V): 240 OPEN CIRCUIT VOLTAGE(Voc): 38 EI SCREW TERMINAL #8 GROUNDING CONDUCTOR USED FOR OC GEC&AC EGC PER ARTICLE 690.47. AC OPERATING CURRENT(A): 32 OPERATING CURRENT(IMP): 8.27 m FUSE NUMBER OF MPPT CHANNELS 0 OPERATING VOLTAGE(VMP): 30.3 • SPLICE INVERTER EFFICIENCY: 0.975 MAX SERIES FUSE RATING: 15 EARTH GROUND INTEGRATED DC DISCONNECT STC RATING: 250 !/7 CHASSIS GROUND INVERTEk I INPUT SPECIFICATIONS PTC RATING: 228 ———GEC NOMINAL CURRENT PER STRING(Inom): 11.4.12.9 DESIGN CONDITIONS —EGC NOMINAL VOLTAGE(Vnam): 35o HIGHEST 2%DS DESIGN TEMP("C): 32 MA%SYSTEM VOLTAGE(Vmax): 500 MIN.MEAN EXTREME ANNUAL DB("C): -iB A I MAX CURRENT PER STRING(Imax): is A MAX INPUT CIRCUIT CURRENT(Imax): 30 (3)#8 THWN-2 (3)#8 THWN-2 (3)#8 THWN-2 (3)#6 THWN-2 (4)#10 PV-Wire (4)#10 THWN-2 (1)#8 GEC (1)#8 GEC "DG222URBC-H (1)#8 GEC (1)#10 EGC (1)#10 EGC 3/4"EMT 3/4"EMT3/4"EMT FREE AIR 3/4"EMT METER ECT, SUPPLY SIOE CONNECTION WITH IN ERRE 0W/I AC DISCONNECT, POLARISBLOCK ORSIMILAR INVERTER W/INTEGRATED250VAC RATED UL LISTED AND DC DISCONNECTS ,C-H 60AMP,FUSIBLE, B C-H DG222NRB APPROVED CONNECTOR 1 STRING OF + LOCUS40A FUSE PV200A MAIN BREAKER 16 MODULES �- -AC METERB OPT.CURRENT=11.43A OC MOUTPUT INE LOAD LINE__ ___ ________ _ B 1 STRING OF 18 MODULES \ (E)LOADS OPT.CURRENT f 12.86A I (E)200A Siemens MSP -------_ INVERTER 1 I(E)LOADS zaov 2P 3-W lrp I I I ul II MIN.NEMA3R UL LISTED JUNCTION BOX WITH 90`C TERMINAL RATINGS LOCATED ON ROOF GEC IRREVERSIBLY SPLICED TO EXISTING DEC OR BONDED DIRECTLY TO EXISTING GROUNDING ELECTRODE C C Inom=(18 x 250W)/350V=12.9A CONDUIT ELEVATION:1/2 TO 3-1/2"=22°C 34 MODULES TOTAL OPERATING VOLTAGE=35OVDC(REGULATED) HIGH AMBIENT TEMPERATURE:32'C 34 x 228(PTC WATTS)x 0.975=7558 CEC WATTS CUSTOMER INFORMATION: EXTREME LOW:-18°C ROOFTOP AMBIENT TEMP(Tcorr):54"C=0.76 SE760OA-US MAX OUTPUT CURRENT=32A SOHIL THAKKAR CONDUIT FILL(Cfill):0.8 BREAKER SIZE=32A x 1.25=40A=>40A 106 WEYLAND CIR NORTH ANDOVER,MA 01845 CONTINUOUS USE=Imax'1.25=15A (781)328-1185/#1957406 CONDITIONS OF USE=Imax/Tcorr/Cfill =15A/0.76/0.8=24.67A CONDUCTOR SIZE FOR 24.67A DESIGNED BY: REV#:I DATE: INSTALLATION SHALL USE MIN.#10 AWG PS PV-3.0 0 08/20/15 1 2 1 3 4 5 NEC 690.5(c) NEC 690.31(E)3&4;2012 IFC 605.11.1 INTERACTIVE PHOTOVOLTAIC POWER SOURCE PLACE THIS LABEL ON INVERTER(S)OR NEAR PLACE ON ALL JUNCTION BOXES,EXPOSED RATED AC OUTPUT CURRENT(A): 32 GROUND-FAULT INDICATOR(ON INVERTER(S)U.O.N.) RACEWAYS EVERY 10'AND V FROM BENDS AND PENETRATIONS,ADJACENT TO THE NOMINAL OPERATING AC VOLTAGE(V): 240 MAIN SERVICE DISCONNECT '.....'I INVERTER 1 DC DISCONNECT owl PHOTOVOLTAIC SYSTEM DISCONNECT RATED MAX POWER POINT CURRENT(Imp): 24.3 A ELECTRIC SHOCK HAZARD A IF A GROUND FAULT IS INDICATED, PHOTOVOLTAIC POWER RATED MAX POWER POINT VOLTAGE(Vmp): 350 NORMALLY GROUNDED CONDUCTORS MAX SYSTEM VOLTAGE(Voc): 500 MAY BE UNGROUNDED AND ENERGIZED SOURCE SHORT CIRCUIT CURRENT(Isc): 11 NEC 690.17(E) NEC 690.35(F) PLACE THIS LABEL ON ALL DISCONNECTING PLACE THIS LABEL AT EACH JUNCTION BOX,COMBINER BOX, MEANS WHERE ENERGIZED IN AN OPEN POSITION DISCONNECT AND DEVICE WHERE ENERGIZED,UNGROUNDED << CIRCUITS MAY BE EXPOSED DURING SERVICE: NOTE:OUTSIDE LABELING OF SYSTEM COMPONENTS AND METERS IS TO BE DONE IN A WAY SUITABLE FOR THE ELECTRIC SHOCK HAZARD ENVIRONMENT IN WHICH THE EQUIPMENT IS INSTALLED.NO DO NOT TOUCH TERMINALS EL!AND !MAYBE OCK HAZARD STICKERS ARE PERMITTED. TERMINALS ON BOTH THE LINE AND LOAD CTORS OF THIS SIDE MAY BE ENERGIZED IN THE OPEN PHOTOM ARE UNGROUNDED POSITION ENERGIZED NEC 705.12(D)(2)(b) PLACE THIS LABEL AT P.O.C.TO SERVICE B DISTRIBUTION EQUIPMENT(I.E.MAIN PANEL(AND B SUBPANEL IF APPLICABLE)) NEC 690.56(c) PLACE ON RAPID SHUT DOWN DISCONNECT WHEN RAPID SHUT DOWN IS INSTALLED INVERTER OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE - NEC 705.12(D)(3) PLACE LABEL ON ALL EQUIPMENT CONTAINING OVERCURRENT DEVICES IN CIRCUITS SUPPLYING POWER TO A BUSBAR OR CONDUCTORS SUPPLIED FROM MULTIPLE SOURCES. CAUTION CONTAINS MULTIPLE POWER C C SOURCES CUSTOMER INFORMATION: SOHIL THAKKAR 106 WEYLAND CIR NORTH ANDOVER,MA 01845 (781)328-1185/#1957406 DESIGNED BY:IREV#: DATE: PV-4 PS 0 08/20/15 suNOEvIT'T 11 IF—IT sOITF III DFKUND.EF 1111 .11--Dm—i-1—OIUl. .woo—K-R.umI... no ac COPWI on U.so FOR 01WUF w.0-WORK OTnen mnN THE sPOOFIC PROUECT'OR wwcnTHEY—escn DEVewceowiTMovr OUwwnmew CONSERT 1 2 3 4 5 A A DIRECTORY LABEL PER NEC 705.10 B 8 e C C CUSTOMER INFORMATION: SOHIL THAKKAR 106 WEYLAND CIR NORTH ANDOVER,MA 01845 (781)328-1185/#1957406 DESIGNED BY:I REV#:I DATE: PV-5.0 PS 1 0108120/151 J SUN—IRe.Nr—IR S.SUITE 3100-11.memo, THESE o 1115.IIECIIu IDNE,SNU DESIGM ME TIE PRO—01IUnG-1x1.10IAIT 11—CllIFl 11 used FIR 11-1 ANY—111111Tnenn,Hax TR sE-0—JECI 101—ER TIEYR-E SEER E—LOPED-0u.011WITEREDIIEST THE Universal MODULE MON. NIM6 S.luti.Nx €€ : mac« �a-�--�.z�v&� •cnle _�t�t. ----. --. __ - g i5M-PDOS 30 265. P pk Pow9 W tt-P«(WPI 215 250 ?55 210 26S ishl-PDOi.O9 .0sba —1 09ih ii IRfaRca T-100305 25260W umP vo raga v«.(y 2?,? 303 303 301 30.8 ,IJ n v,=rs,-,,j , M.I,um:rawpr t`Vn9nt^tiu.-iAl 8,20 8.27 'ax 6-36 afrl E';3' -M'R""` Oean Clrau rvapo.a-vx lv) 329 360 381 382 38.3 — Shc Ci.0 C nN.[A!. 8.15 81 ':888 9100 910 991 Motlulp EMI Y 15➢ 15.3 tat tis lag ar n�i I i� wu .k.um Rower P IWGI 182 186 1. 193 141 - h murrm#'awa pad {v! 27s`.: 264 28.1:... 9005.05 MatlmGm Pawn Cunanl ieu.(AI s 59 5 95 6.81.11 6,81 1193 jduavi mw-tc o``uu: = 0-0—i'valragev-�(u! 35(. 362 u5 3x,, aSs.. Snar1.1—ftcurr 11 .(A} 7,07 1.10 1.12 1.22 135 PD05.08 nacrV—Amo..,r..1-1..»_o1. xusn»a mn. 265 PDOS a..v.aw..v v €R 06fput RAm--]� `5w }- e pmduc R S I 115 M Ip ry t IIIOO 151 ISd m 16Nehw) 101 M ula tllmbrelon; 91 C 94 35 ,(6195 OOSX132 h.f ,CA �. 812 -180' W ighr 18&?.p(11bl 16.27 G s 2 (03n a:IMghi mlaon.ARCo,etlrempmetlGlasx MAXIMUM si`F3 N Y spcx�+�a9 'v+m1,uPo�saPDGambyawutPDnsr� S;. �'__ a modules ilb ahs MR6 - i AIIOY(P0057 BI kIPD05081PD050iI Cablox P i chn bgY bletOmm(Q OOb lncha,'1. g� 2r- 1000 13 3Tncheil, Povm�4 POWER s 'o'sr>NCE -- � A.,. cann - 'MCa CamcmlaW. N Q 9 3CO OP ti alt p9mlu, -IP-85`C iampor,u (NOCLI �C(32'C! M Imum gYst m 1Cb� ]fif�t OC NiI=lugs'y� � ,_�; ....:moi +m.. - .._. •,=..,-i rampSmlti,ca6lt.:�pntpiP�. 0.1I.aNC: vapage . v- —P®—C p o1 Vz 03241"C Max Sprls W;a-Ing iSA 1 x#.r;cr cha.lengingg e v;tor.;—tes s - i - BmPsroiureCp.maanicrr a.@sate - _. r conal 3 rs - - -- - -'x`�'�" s � - - v � t0 Yoar Protltici Warkmprt:blP Warranty „x"a 35 y§aCi'iRaa[PGW61 WavOrtY ... ::fit; Y v LINEAR PERFORMANCE WARRANTY c zip Modviea earl@"svnia nar.:8lgFlscPs A�,,. x i : -...... -.... �" 10 ml \\ tt u din5 - - P�.o-0AMP� llo a n l,ol�, CERTIFICATE OF COMPLIANCE CERTIFICATE OF COMPLIANCE Certificate Number 20140630-E306515 Certificate Number 20140630-E306515 Report Reference E306515-20121213 Report Reference E306515-20121213 Issue Date 2014-JUNE-30 Issue Date 2014-JUNE-30 Issued to: TRINA SOLAR LTD The modules with tha specified construction as below may be marked with its type 2 TIAN HE RD,ELECTRONICS PARK NEW DISTRICT, for UL listed dire cerfermance products only as the below table: CHANGZHOU,JIANGSU 213031 CHINA, Module model Specific construction marking TSM-s:;xPD05, Superstrate: 3.2-4.36mm thick; Module Fire This is to certify that PHOTOVOLTAIC MODULES AND PANELS WITH TS`'-xxr.PD05.09 EVA: 0.25-0.61mm thick; Performance: Substrate: 0.30 mm - 0.614 mm Type 1 representative samples of SYSTEM VOLTAGE RATINGS OVER 600 VOLTS thick; Refer to addendum page for Models Frame: Cross sectional dimension: 35 x 35mm, Have been investigated b UL in accordance with the Height: s:mm, g Y Thickness: 1.5mm Standard(s)indicated on this Certificate. TSM e PROS, Superstrate: 3.2-4.36mm thick; r:oaule Fire T ri srFIJO�.tl5„ EVA: 0.25^0.61mm thick; Performance: Standard(s)for Safety: UL 1703-Standard for Safety for Flat-Plate Photovoltaic TSM x- PDu5.08 substrate: o.2ba nr o.3o mm Type 2 thick; Modules and Panels and ULC ORDIC1703-01-Flat-Plate Frame: Photovoltaic Modules and Panels. cross sectional dimension: 35 x 35mm, Additional Information: See the UL Online Certifications Directory at Height: 35mm, www.ul.comldatabase for additional information Thickness: 1.5mm TSM-xxxFD14, Superstrate: 5 2-4.36mm thick; Module Fire TSM-xxxPD14.08 EVA: 0.25-0.eSmm thick.; Performance: Only those products bearing the UL Listing Mark for the US and Canada should be considered as Substrate: 0.284 mm - 0.300 mm T_rpe 9 being covered by UL's Listing and Follow-Up Service meeting the appropriate requirements for US thick; and Canada. Frame: The UL Listing Mark for the US and Canada generally includes:the UL in a circle symbol with"C" Cross sectional dimension: and"US'identifiers:'(@--the word-LISTED-;a control number(may be alphanumeric)assigned 4013'; mm, by UL;and the product category name(product identifier)as indicated in the appropriate UL Height: 40mm, Directory. Thickness: 1.5 mm Look for the UL Listing Mark on the product. TSM-XXXPD05.10 Superstrate: 3.2-4.36mm thick; Module Fire TSM-XXXPD05.18 EVA: 0.25-0.65 mm thick; Performance: Substrate: 0.025 0.294 iw, Tape 5 thick; Frame: Cross sectional dimension: 40* 36 mm, Height: 40mm, Thickness: 1.6mm u�R v,Mr o...o,x,,,n a,<.M.. <anai u��«aua,.ro�,,,.n..a«m«.ru��,a«e.<.aa,« n.,r Ma<.r«u`aa�<,„,/u.,.,�.a w.w•,«� mnau�ucauo„«r,N�,mdi«....m u�r..a..mw.nw« OUL, Page 1 of 4 Page 3 of 4 SoarWSingle Phase Inveiters for North America solar.- Sc Cd SE3,80GA-US i SEILBOA-01;SE6000A-IUS ()0A',IS,H10000A-LIS S1140E0'-US s" SE7J9 ' JA SE300DA-USU800AUSESOWA-US_Stfie(NIA-US M SE75A-US I(AGGA-U SEIIMOA-US OUTPUT _I SolarEdge Single Phase Inverters N 0.1vul MOL, 3E0G S.. Io,u .Mc 760C 99K zeal i I uc 11 1='uqJ AC P2,-.,ou"u, UP 4151 5"'o C" 6QOO uMl 213W I 5-024lu For North America 0 'S : lQupul11-1 il-1,11-' SE300A-US! E3800A-US/S_5000A-USzSE60_0A-JS,1 Ic-W.t lul.,u N.- illSE 1,60OA-US SE10000A-US/SE1 140OA-US 210 `V �M -71 c.1,11nu-Ou'pul, u, u.v 42 q z Ube GFDI �V AVINPUT m"RCP u'�' siru n7so c 4102 led Y' .Z.;',� 95 SC No-OLI ]FSS O 325 ai144 gW 2ui)4 Ad, WN", 13 4LV 2,,0V V1 gg 4S Adr A AUR p 1V l7 9�1'3 9- 91" 9H m WE MR, R 5 CLC W,,xizld Effk�...v 9E 9 975 w's 2,iry ADDITIONAL FEATURES V11,ANSI 121 opI' Rpd Shu,,2,14 STANDARD COMPLIANCE [EC1547 E1.111— INSTALLATION SPE-CIFIC I AT104S Co r AYV 16 1-WG S:3 AWG DCI put 'i'_ i,'t 1 WG 11 61111VP D_-h'LIty 10 30',12 1 121.61 315,IidI 7-,S ]5 260 wIld"i�_'th'F"'S'."d ,.e(=,u 51 7,, e.i-t i..1 I, k", Nulu.� d,iuWr The best choice for SolarEdge enabled systems Nu.' -Integrated art fault Protection(Typ�11 forNEC2011690.11compliance -Superior efficiency(98%1 -Small,lightweight and easy to finstali on provided bracket Built-in module-level monitoring - Internet connectior,through Ethernet or Wireless -Outdo-and,ndoor inctallanen Fixed voltage inverter,DC/AC tonvcrSion only Pre-ass—bled Safety Switch for faster installation Optional-revenue grade data,ANSI C12.1 mmAUTHORIZATION TO MARK AUTHORIZATION TO MARK This authorizes the application of the Certification Mark(s)shown below to the models described in the Product(s) Product: Utility Interactive Inverter Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing Brand Name: SolarEdge Report.This authorization also applies to multiple listee model(s)identified on the correlation page of the Listing Models: 7 models:SE3000,SE3300,SE3800,SE5000,SE6000,SE7000,SE7600 Report. (Option:followed by A to indicate Interface board,etc.) This document is the property of Intertek Testing Services and is not transferable.The certification mark(s)may be applied only at the location of the Parry Authorized To Apply Mark. Applicant: SolarEdge Technologies Ltd Manufacturer.. Jabil Circuit(Guangzhou)LTD DEV EAST DISTRICT Address: 6 Ha'Harash Street 45240 Address: 128 JUN CHENG RD Hod Hasharon GUANGZHOU GUANGDONG 510530 CHINA Country: Israel Country: China Contact: Mr.Oren Bechar or Contact: Elaine Ouyang Mr.Meir Adest +972 9 957 6620#293 or Phone: +972 9 957 6620#131 Phone: 020-2805-40251 135-7023-5852 FAX: +972 9 957 6591 FAX: NA Email: OREN.B@SOLAREDGE.COM Email: Elaine.ouyang@jabil.com Party Authorized To Apply Mark: Same as Manufacturer Report Issuing Office: Cortland,NY 13045 Control Number. 4004590 Authorized by: Ail -1, for Thomas J.Patterson,Certification Manager om_ us Intertek This document supersedes all previous Authorizations to Mark for the noted Report Number. mpm.ieeq purwnt NtncGacikwbe,:adrvvmpnf oexiwan lnfenekane phi(S,en[In ml,ry mss ep4 molem,efantl conofYoneatine eerexment ln�nek ae na€ne IIa011iyW pnvpanY-dhur than to tpe Gllentin occatlak wnh tM1,1e1.enl,roranYna W1111 cr�,ama8a a¢asanec pvrme use of this AuthphYafien Yo Mprk Only the Olronl,s aulharltec to pei1 cp 1 ere,9nbutlon prlM¢119.r atiopb Mmkantl fhm anlx,n IR antltWv_Usc o:InlhrteA¢Gbfllflmlloa nmrk I= e.:llre mne,vorm lu,eaN,n the aynemen[am,n Nis 4uNorumVanm Mark nm luethor use u±thelnlarlek namee far the Bala or uawNecmentat fhe M1sivr matnal.pr mwt t�4 Eo appmwtlin vniUna by lnfeMk.In cfery AnAxements ane Fellprr up a€ M1e purprsc at evauhn�app,epnY.c uSa.Je ci fna Cen,flcahpn mvkm:,;c:rtlanea wM1h the rn n9h'eman4 that'ary naf tar the purpcsa¢plprptiu.Ylan qualm wrAfol an0 ca not reNeve rc.^a r[at fnalr obllgstmne In Lha res'ris7 Intertek Testing Services NA Inc. 545 East Algonquin Road,Arlington Heights,IL 60005 Telephone 800-345-3851 or 847-439-5667 Fax 312-283-1672 UL 1741 Standard for Safety for Inverters,Converters,Controllers and Interconnection System Equipment for Use With Distributed Energy Resources,Second Edition Dated:January 28,2010 CSA C22.2 107.1 Issue:2001/09101 Ed:3 General Use Power Supplies-(R2011) Standard(s): UL SUBJECT 1699B,Outline of Investigation for Photovoltaic(PV)DC Arc-Fault Circuit Protection-Issue No.2,2013/01114 CSA TIL M-07,Interim Certification Requirements for Photovoltaic(PV)DC Arc-Fault Protection-Issue No.1,2013/03/11 ATM for Report 3188027CRT-001a Page 1 of 8 ATM Issued:13-Nov-2014 ATM for Report 3188027CRT-001a Page 2 of 8 ATM Issued:13-Nov-2014 Eo 1&a 1 a.!en-iJl hMnSalon ED 16915 r1Jnm17 Me,.— 3933 US R—e 11 C.,tiwd,is Em Te;--.e nl-- -11 Pv,�v.mtneR.can' SolarEdge Technologies Ltd Letter Report 101703554CRT-001 June 20,2014 Letter Report No.101703554CRT-001 June 2&,2014 Project No.G101703554 • 3-ph Inverters: Mr.Meir Adest Ph:+972.9.9526620 o SE9KUS/SE10KUS/SE20KUS when the SolarEdge rapid shutdown cable labeled"MCI-CB-xxxxx- SolarEdge Technologies Ltd email:meir.a@solaredge,com 6 Ha'Harash St. x"which is part of kit SE1000-RSD-xx is installed in the inverter Safety Switch where xxxxx-xx is HOD HASHARON,ISRAEL any number;inverter part number may be followed by a suffix Subject: ETI-Evaluation of SolarEdge Products to NEC Rapid Shutdown Requirements This letter report completes this portion of the evaluation covered by Intertek Project No.G101703554. Dear Mr.Meir Adest, If there are any questions regarding the results contained in this report,or any of the other services offered by This letter represents the testing results of the below listed products to the requirements contained in the following Intertek,please do not hesitate to contact the undersigned. standards: Please note,this Letter Report does not represent authorization for the use of any Intertek certification marks. National Electric Code,2014,Section 690.12 requirement for rapid shutdown. Completed by: Radhe Patel Reviewed by: Howard Liu Team Lead Title: Staff Engineer This investigation was authorized by signed Quote 500534459 dated 06/1012014.Rapid shutdown test were Title: Eng0 I perform at SolarEdge Technologies Ltd,6 Ha'Harash St HOD HASHARON,ISRAEL and witness by Intertek f��,_ personal on 06/17/2094. L€S' Signature; l Signature The evaluation covers installations consisting of optimizers and inverters with part numbers listed below. Date June 207 2014 Date: June 20",2014 The testing done has verified that controlled conductors are limited to not more than 30 volts and 240 volt- amperes within 10 seconds of rapid shutdown initiation. Applicable products: • Power optimizers: o PBxxx-yyy-zzzz;where xxx is any number,0-9,up to a maximum value where xxx=350;yyy could be AOB or TFI;and zzu is any combination of four letters and numbers. o OP-XXX-LV,OP-XXX-MV,OP-XXX-IV,OP-XXX-EV;where xxx is any number,0-9. o Paaa,Pbbb,Pccc,Pddd,Peee;where aaa,bob,ccc,ddd,eee is any number,0-9 to a maximum upto aaa=300,bbb=350 ccc-500,ddd=600,eee=700. o Pxxx,Pyyy,Pzzz,Pmmm,Pnnn and P000;where xxx,yyy,zzz is any number,0-9 to a maximum up to xxx=300,yyy=350,zzz=500;where mmm,nnn,coo is any number,0-9 to a maximum up to mmm=405,nnn=300,000=350 • 1-ph Inverters: o SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/SE760OA-US/SESOOOOA-US/ SE1140OA-US when the SolarEdge rapid shutdown cable labeled"MCI-CB-xxxxx-x"which is part of kit SE1000-RSD-xx is installed in the inverter Safety Switch where xxxxx-xx is any number; inverter part number may be followed by a suffix Paaa+or z - of lnWM1eks CYient and is plwidaC iweuam Ftne apncment acWcen inlenek.an9 ne CVenc in erl¢k's rcepow.miuly snd ladilty am limeea to Na Wrms s at V,a a9tecmenu nleaak a:ra:mes n¢IiaNlilY;cany PaM1Y.other Van to lm.'Ci,unt in accilasna:aAtn the a9lMment laramlass,vnptinea or CamaPe accamnoC by tris ace - ¢n Only No q,ert la aNhor�ea io permit mpyin9 or OdVltuiion of Nis report arW Than aniv in iW¢nliraty.A of IM'mtsrtek rwmc or ane of I'a manta Ior N¢sale or p(Via I¢nt¢d melena!,preCuctorsenc�s marl art.pe aperwM ir..rrriynp uy Inlcn¢k_The ooannaa¢n¢and teat r suV�In thin rcoert ar.ralwant anis IW sameia runlad 114 repan o}il..aces nal imRIY IMnt Ins ma:¢nai.prcvup or aan,ca i.or has crier h¢¢n.undar an Intertek eamf.:aM1on arq ram 11—k es ma Scl NA 1^u S i_ ..,s.,,i TestinN Sclu,eca M=,in... Sn t�..._i1 ti is ta;intartxratw.. solar= Solar SolarEdge Power optimizer Module Add-On for North America P300 i P400 i P405 SolarEdge Power Optimizer P300 P400 P405 ifs 6P4ci1 moa Wes) (Por Tf&9e-r211 moaWn.} (ro.thin nim madu�e:} Module Add-On For North America INPUT — -- FatedlnputDuPcs;•er" 30G .teY.1 a65 1t- Ab,I C M P t J It ge :2 .... In, . P300 i. P400 t P405 p ...... mu_ cst.cpemt , a3 D M1IPPTR cranny,Range 3 J2 3 SC t try Vd_- .. >,m DCI p tC ntc 1's _ _ _ _. t(I.cl Adc .. _ _ - _ _ x Etn y _ _ S -� # •• :� \�\ flog Catq, 11 OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER} .� � � Mxa�mum autnvx cuaenc t5 =dc . a rgP�Imamonroer;=•ole�xe ab 35 L'ali: At - OUTPUT DUPING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) - r \ are O uu.lol.a _c PoxLrD m-_ - Yd — t STANDARDCOMPLIANCE __. :•� `� �` 6 CMC - - -FCC Pari3S Clan 61EC€100Db- IEC6100063 s tvty IECE21091 i l Il sa ew),UL1741 RCHS - aJ�°pw�"� a INSTALLATION SPECIFICATIONS �yti a. Max mum All.z.ed5 VIPe nH rdc -� 1..xx-2 sees 14 x212 v._/ 55.8 ..z1.59 mn 1'n GrcenionslW>;lx He FxxX S;er ez - dxS2x?7.5 1 2d �za1l _ �a4ar tml�n _ 5s 537,1'aa Sx 5?+7a 13__7 5x5.97,134 �leie i(ndud,p;c bl P :2 e.s .._ .. P DI2?, .. _... r'..... .. ,76 r.1.t 90 2,05 ...... 9i0F205,,.. .,.'Ib.. Input{annettpr - MC3 Op Putible Output Me Type,'Con—tar Doubl Insulated;Air u.Pnemsl Rutp.Wr L. rip v.95?3C op—ring I mp—t R�n,Ie. au -5/-po- 135 ...... _C/'F.. ... P-2 ..r LS .. IF6S;NEMA: .. .... gr r ib Protr rnon RaPng se,es .. ... I ud!NEM.A6P W .. RClanve Humidity 0-1o0 PV SYSTEM DESIGN USING SINGLE PHASE TH11 REE PHASE 208V THREE PHASE 480V 50LAREDGE INVERTER+" .-.Miui .�.n_,.-.-._ ..._.___,. _.___.._... Min um Siring Ltngth g ..... (Foy opr r PV power optimization at the module-level M.-numstring Lcultn 25 � g Up to 25%more energy {puw opr t -.. .. �.Superior efficiency 94.59'e mxr P.—p rst -. - _ 52SC,.. ... u000_. ..... 12750-..... Cy( ) Pahl SY ne:s of Dlffrrent ItnlYhs yer Midgates all types of module mismatch lasses,from manufacturing tolerance to Partial shading o-r o �ia:,on.. _ ........ .... -....- .... -...-..-. Flexible system design for maximum space utilization Fast installation with a single bolt -Next generation maintenance with module-leeel monitoring .-Module-level voltage shutdo vn for installer and firefighter safety t ,a vvv,,5oi�r,d- e= QL IRONRIDGE Roof Mount System AUTHORIZATION To MARK � \ This authorizes the application of the Certification Mark(s)shown below to the models described in the Product(s) \ � Covered section when made o applies to with the conditions set forth a the the Certification on page o and Listing Report.This authorization also applies to multiple Ilstee model(s)identified on the correlation page of the Listing Report. V��AA�AA�� VvVV� This document is the property of intertek transferable,Services and is not transfebla_The certification mark(s)may be \�\\ applied only at the location of the Party Authorized To Apply Mark. Applicant: IronRidge.Inc. Manufacturer: IronWdge,Inc. 1495 Zephyr Ave 1435 Baechtel Road Address-- Hayward,CA 94544 Address: Welds,CA 95490 Country: USA Country: USA Contact YarmSchwarz Contact: Jim Norsworthy Phone: (800)227-9523 Phone: (800)227-9523 ti (510)225-0973 ' FAX: (707)459-1833 FAX: (707)459-1833 Email: yschwarz@Ironridge.com Email: jnomworthy@ironddge.com Party Authorized To Apply Mark: Same as Manufacturer ---------- ` \ Report issuing Office: Lake Forest,CA a Y Control Number. 4007559 Authorized by: for Thomas J.Patterson,Certification Manager ETL CLASSIFIED O . Biudlt 101- 2-m Intertek This document supersedes all previous Authorizations to Mark for the noted Report Number. IronRidge builds the strongest roof mounting system in solar.Every component has been tested to the limit and proven in extreme environments. rt Our rigorous approach has led to unique structural features,such as curved rails and reinforced flashings,and ,>, is also why our products are fully certified,code compliant and backed by a 20-year warranty. mtertek resting Services NA mc. 545 East Ngonquin Road Arlington Heights,IL 50005 Tel 800-345-3851 or 847-4335667 Fax 312-283-1672 Strength Tested PE Certified UL Subject 2703 Outline of Investigation for Rack Mounting Systems and Clamping Devices for Flat-Plate ` Standard(s): Photovoltaic Modules and Panels,Issue Number:1,October 4,2010 All components evaluated for superior Pre-stamped engineering letters —� structural performance. available in most states. Product� xR Rails with Integrated Grounding. Brand Name: WA Models: 51-61GD-005,51-51GD-0058,51-5000-001,and 51-65-001 Class A Fire Rating Design Software Certified to maintain the fire resistance \ Online tool generates a complete bill of rating of the existing roof. materials in minutes. Integrated Grounding 20 Year Warranty UL 2703 system eliminates separate Twice the protection offered by module grounding components. competitors. ATM for Report 101541132LAX-002 Pagel of 3 ATM Issued:10-Nov-2014 m,a�1s u�o^.,nt nan°a,�r Ac IRONRIDGE Integrated Grounding System Installation Overview Install Roof Attachments - Install appropriate roof flashing and/or standoff for roof type. r r« �= � � � ��, •Attach L-Feet to flashing or standoff. Traditionally,solar modules are grounded by attaching =' lugs,bolts or clips to the module frame,then connecting prepare Rail Connections these to a copper conductor that runs throughout the SUN array.This process adds time and cost to the installation, Insert splice into first rail,then secure with Grounding Strap and and often results in improper grounding,creating e self-drilling screw. significant long-term safety risks. _ Slide second rail over splice,then secure with opposite end of The IronRidge Integrated Grounding System solves these Grounding Strap and self-drilling screw. challenges by bonding modules directly to the mounting - rails_This approach eliminates separate module b��. � Mount&Ground Rails grounding hardware,and it creates many parallel grounding paths throughout the array,providing Attach rails to L-Feet and level rails. greater safety for system owners. - Grounding Mid Clamp Install one Grounding Lug per row of modules. se Each Grounding Mid Clamp plercesthrough the din ung Connect GroLug to grounding conductor. anodized coatings of both the module frame and - --- -- the mounting-Ito form secure monical bonds, which are repeated throughout the array Install Modules&Clamps G •Install first module using End Clamps and Grounding Mid Clamps. Install additional modules using Grounding Mid Clamps. Finish row with a second pair of End Clamps. Testing&Certification �a� Module Frame Compatibility The IronRidge Integrated Grounding z System has been tested and certified to Dimension Range UL 2703 by Intertek Group plc. A 37 Amm-51.Omm UL2703 is a proposed ULstandard B 5.08mm(minimum) I for evaluating solar module mounting Any module frames whose ow maters are not lived in the and clamping devices.It ensures these provided minis have not been tested for compatibility devices will maintain strong electrical and 3 mechanical connections over an extended 3 ' r period of time in extreme outdoor The Grounding Clamp has proven robust in grounding&o-cell and 72-cell solar module frames with box construction and a range of _ environments. anodization thicknesses. �l 2 k The testing process closely mirrors that All solar modules listed to UL 1703 and with frame construction Wee- Grounding Strap f - - of UL 1703,the solar module testingwithin the parameters stated above are compatible with the Grounding straps are used to l standard,including temperature and IronRidge Integrated Grounding System. Ebondrail-to-rall connections. �✓ Groundin Ln1,77 g g humidity cycling,electrical and mechanical They are only required on theAtingle Grounding Lug _ _tali with tho gmunSng lug. conoaca an enure row load testing,and manufacturing quality ,,_v _ of PV modules to this reviews. grounding conductor 84,,!Wy Ce— k A i,Add'WoAl 53562 USI, ia Starling Madison Lofquist, Inc. T-IePh�,e 60883&44ic0 R--, 6118'1279 5224 South 39'Street,Phoeni:<,Arizona 85040 tel:(602)438-2500 fax:(602)438-2505 www.smleng.com I e s t V ienri c a t o n o C IronRidge June 16,2014 In the basis of the tests undertaken,the samplels)of the below product have been found to comply with the requirements of 1495 Zephyr Ave Page I of I I the referenced specifications at the time the tests were carried out. Hayward,CA 94544 Applicant Name&Address: IronRidge,Inc. Attn:Mr.David F.Taggart,Vice President Products 1495 Zephyr Ave. Hayward,CA 94544 Subject: IronRidge XR100 Rail,Roof Flush Mounting System—Structural Analysis USA Product Description: XR Rails with Integrated Grounding. Dear Sir: Ratings&Principle Fire Class Resistance Rating: We have analyzed the IronRidge XR100 Rail for the subject solar module support system and Characteristics: •Flush Mount(Symmetrical).Class A Fire Rated for Low Slope applications when using Type 1,2 and 3,listed photovoltaic modules.Class A Fire Rated for Steep Slope applications with Typel, determined that for the configurations and criteria described below,it is in compliance with the 2 and 3,listed photovoltaic modules.Tested with a S"gap(distance between the bottom the applicable sections of the following Reference Documents: module frame and the roof covering),per the standard this system can be installed at any gap allowed by the manufacturers installation instructions.No perimeter guarding is required. Codes:ASCE/SEI 7-10 Min.Design Loads for Buildings&Other Structures International Building Code 2012 Edition Models: 51-61GD-005,51-61GD-0058,51-5000-001 and 51-65-001 California Building Code 2013 Edition Brand Name: IronRidge Roof Mount Other: AC428,Acceptance Criteria for Modular Framing Systems Used to Support PV Relevant Standards: UL 2703(Section 15,2 and 15.3)Standard for Safety Mounting Systems,Mounting Devices, Modules,dated Effective November 1,2012 by ICC-ES Clamping/Retention Devices,and Ground Lugs for Use with Flat-Plate Photovoltaic Modules Aluminum Design Manual,2010 Edition and Panels,First Edition dated Jan,28,2015 Referencing UL1703 Third Edition dated Nov.18, 2014,(Section 31.2)Standard for Safety for Flat-Plate Photovoltaic Modules and Panels. The IronRidge XR100 Rail is an extruded aluminum section with an overall depth of 2.4:38 in.and a Verification Issuing Office: Intertek Testing Services NA,Inc. net area of 0.583 sq,in. The rails are used to support solar modules,typically,on the roof of a 8431 Murphy Drive building. See Exhibit A—attached. The rails are clamped to alurninum angle brackets that are either Middleton,WI 53562 DateofTests.- 08/27/2014 to 03/17/2015 attached directly to the roof framing or attached to a stand that is screwed to the roof framing. The Test Report Number(s): 101769343MID-001rI,101769343M]D-001a,101915978MID-001&101999492MID-001arl-crl. rails are mounted across the slope with a small clearance(flush mounting)to the underlying roof This verification is part ofthe full test report(s)and should be read in conjunction with them.This report does not automatically structure. The installed solar modules are at the same slope as the underlying roof structure. imply product certification. All loads are transferred to the roof framing through the angle brackets by simple bi-axial flexure of Completed by; Chad Naggs Reviewed by: Gregory Allen the rails- The maximum span of the rails is governed by either the mid-span flexural stresses or the Title: Technician IL Fire Resistance Title: Engineering Team Lead-,Fire Resistance deflection requirement that the rail not come into contact with the roof Signature: Signature: The effect of seismic loads(for all design categories A-F)have been determined to be less than the Date: 03/30/2015 Date: 03/30/2015 effect due to wind loads in all load conditions and combinations. Therefore.the maximurn allowable spans for common load cases are shown in Tables 1,2&_3 3 below for 0-6 degree slopes,Tables 4.5. &6 below for 7-27 degree slopes,and Tables 7,8&9 below for 28-45 degree slopes. Tell 'e 1, Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers GFT-0P-11a(24-MAR-2014) lronRidge June 16,2014 IronRidge June 16,2014 Mr.David F.Taggart Page 8 of I 1 Mr.David F.Taggart Page 9 of 11 lronRidge XR 100 Rail,Roof Flush Mounting System-Structural Analysis 1ronRidge XR100 Rail,Roof Flush Mounting System-Structural Analysis Table'7- AXiMUFr SPANS(ircnes;-Roof slope 28 to 45 Degrees-Wind gond- -able 8-MAXIMMM SPANS'inches)-Root Slope 28 to 45 Degrees-Wind Zone 2 318100 Wind xR100 Wind Fail Speed Ground Snow load 8a„ Speed Ground Snow Load Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 sf sf sf sf sf sf sf sf sf sf psf psf psf psf psf psf psf psf 100 107 98 84 75 67 61 56 52 49 46 100 107 98 84 75 67 61 56 52 49 46 105 107 98 84 75 67 61 56 52 49 46 105 107 98 84 75 67 61 56 52 49 46 110 106 97 64 75 67 61 56 52 49 46 110 106 97 84 75 67 61 56 52 49 46 120 101 94 82 74 57 61 56 52 49 46 120 101 94 82 74 67 51 56 52 49 46 CateBgory 130 96 91 80 72 66 61 56 52 49 46 CatB ory 130 94 91 80 72 66 61 56 52 49 46 140 91 88 78 70 65 60 56 52 49 46 140 88 88 78 70 65 60 56 52 49 46 150 87 85 76 69 64 59 56 52 49 46 150 83 83 76 69 64 59 56 52 49 46 160 83 82 74 67 62 58 55 52 49 46 160 78 78 74 67 62 58 55 52 49 46 170 79 79 72 66 61 57 54 51 49 46 170 74 74 72 66 61 57 54 51 49 46 100 101 94 82 74 67 61 56 52 49 46 100 101 94 82 74 67 61 56 52 49 46 105 98 93 81 73 67 61 56 52 49 46 105 98 93 81 73 67 61 56 52 49 46 110 95 91 80 72 66 61 56 52 49 46 110 94 91 80 72 66 61 56 52 49 46 120 90 67 77 70 65 60 56 52 49 46 120 87 87 77 70 65 60 56 52 49 46 Category 130 85 84 75 68 63 59 56 52 49 46 Category 130 81 81 75 68 63 59 56 52 49 46 140 81 80 72 66 62 58 55 52 49 46 140 76 76 72 66 62 58 55 52 49 46 150 76 76 70 65 60 57 53 51 49 46 150 71 71 70 65 60 57 53 51 49 46 160 73 73 68 63 59 55 52 50 48 46 160 67 67 67 63 59 55 52 50 48 46 170 69 69 66 61 57 54 51 49 47 45 170 64 64 64 61 57 54 51 49 47 45 100 96 91 80 72 66 61 56 52 49 46 100 95 91 80 72 66 61 56 52 49 46 105 93 89 79 71 65 61 56 52 49 46 105 91 89 79 71 65 61 56 52 49 46 110 90 87 77 70 65 60 56 52 49 46 110 87 87 77 70 65 60 56 52 49 46 120 85 83 75 68 53 59 55 52 49 45 120 81 81 75 68 63 59 55 52 49 46 Category 130 80 80 72 66 61 56 54 52 49 46 CatDory 130 75 75 72 66 61 58 54 52 49 46 140 i�m 60 56 53 51 48 46 140 70 70 70 64 60 56 53 51 48 46 150 58 55 52 50 48 46 150 56 66 66 62 58 55 52 50 48 46 160 57 54 51 49 47 45 160 62 62 62 60 57 54 51 49 47 45 170 55 52 50 48 46 44 170 59 59 59 58 55 52 50 48 46 44 Notes-see page I I Notes-sec page I I Starling Madison Lofquisy Inc. Consulting Structural and Forensic Engineers Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers -8- -9- IronRidge .lune 16,2013 IronRidge June 16,2014 Mr.David F.Taggart Pace 10 of I 1 Mr.David F.Taggart Page I I or 1 1 IronRidge 3:R 100 Rail,Roof Flush Mounting System-Structural Analysis IronRidge XR 100 Rail,Roof Flush Mounting System-Structural Analysis Table 8.MAXIMUM SPANS(inches,-Roof Slope 28 to 45 Degrees-Wind Zone 3 Notes-Tabulated values are based on the following criteria: 39100 Wind Ground Snow load I. Building mean roof height=30 ft Rail Speed 2 Risk Category I Exposure mph 0 psf 10 20r74 40 50 60 70 80 90 3, Solar module long dimension=67.5 in sf sf sf sf sf sf sf sf 4, Provide 2 in,clear between roof and rail 100 107 98 84 67 61 56 52 49 46 5, End cantilever span(max)=0.40 x maximum span from above tables 105 107 98 84 67 61 58 52 49 46 6. No rail splices in end spans 110 106 97 84 67 61 56 52 49 46 7_ No rail splices in middle it3 of interior spans 120 101 94 82 67 61 56 52 49 46Category 130 94 91 80 66 61 56 52 49 468. Single simple span(s). Spans listed in the tables above may be multiplied by 1,08 for 8 140 88 88 78 65 60 56 52 49 46 continuous rails of 3 or more spans. 150 83 1 83 1 76 69 64 59 1 56 52 1 49 1 46 160 78 78 74 67 62 58 55 52 49 1 46 170 74 74 72 66 61 57 54 51 49 46 Our analysis assumes that the rails,including the connections and associated hardware,are installed 100 101 94 82 74 67 61 56 52 49 46 in a workmanlike manner in accordance with the`IronRidge Roof Mount Installation Manual'by 105 98 93 81 73 67 61 56 52 49 46 IronRidge and generally accepted standards of construction practice. Additional information is 110 94 91 80 72 66 61 56 52 49 46 available at the IronRidge web site,IronRidgc.com. Verification of PV Module capacity to support 120 87 87 77 70 65 60 56 52 49 46 the toads associated with the given array shall be the responsibility of the Contractor or Owner and Category 130 81 81 75 68 63 59 56 52 49 46 not IronRidge or Starling Madison Lofquist. C 140 75 76 72 66 62 58 55 52 49 46 150 71 71 70 65 60 57 53 51 49 46 160 67 67 67 63 59 55 52 50 48 46 The adequacy of the supporting roof framing is to be determined by others. 170 64 64 64 61 57 54 51 49 47 45 100 95 91 80 72 66 61 56 52 49 46 105 91 89 79 71 65 51 56 52 49 46 Please feel free to contact me at your convenience if you have any questions. 110 87 87 77 70 65 60 56 52 49 46 120 81 81 75 68 63 59 55 52 49 46 Category 130 75 75 72 66 81 58 54 52 49 46 Respectfully yours, - 0 140 70 70 70 64 60 56 53 51 48 46 F4tt1..s¢c 150 66 66 66 62 58 55 52 50 48 46s TRES.l y 160 62 62 62 60 57 54 51 49 47 45 j WARNEPo CIVIL �z y 170 59 59 59 58 55 52 50 48 46 44 Tres n Division P.E. a.4o�9 Design Division Manager vm�`�cl�ct+°f�a Notes-seepage 11 "tO,V6t}{ _ Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers Starling Madison Lofquist,Inc. Consulting Structural and Forcnsic Engineers -lo- -11- E-Mount Lag I QMSE - LAG E-Mount Lag Installation Instructions Installation Tools Required:tape measure,roofing bar,chalk line,stud finder,caulking gun,sealant compatible with roofing materials, TOWARDS ROOF RIDGE THIS EDGE IN DESCRIPTION GTY.18OX drill with 7/32"long-style bit,drill or impact gun with 1/2"socket. O. I FLASHING,7'X 12'X.040".5052,MILL 1 2 QSLOCX,CLASSIC,A360.1 CAST AL.MILL 1 3 PLUG,SEALING,5/16"X7/8".EPDM 11&8 SS I 4 LAG SCREW,HEX HEAD.5/16"x5-1/2',I"SS I 111,x, 5 WASHER.FENDER,5/16"IDX 1-1/4"OD.18-8 SS I RACKING COMPONENTS NOT INCLUDED - - 5 4 1 " Locate,choose,and mark centers of rafters to be Carefully liftcompos t on roofshingle with roofing Insert flashing between l st and 2nd course.Slide mounted.Select the courses of shingles where bar,just above placement of mount Remove nails up so top edge of flashing is at least 314"higher mounts will be placed. as required.See"Proper Flashing Placement'on than the drip edge of the 3rd course and lower �- next page. flashing edge is above the drip edge of 1 st course. Mark centerfor drilling. 2 Quick Mount= IIItE AVAILAKE IN MILL.AND 4MSE-LAG:QMPV E-MOUNT _ 8RON2E ANODIZED FINISHES WITH LAG BOLT SIZE R B DFM REV A D-E aa.r- 1 \\ \ Ma."e..h„m.�.ws..ya+U S 3 3Lag pull-sur(withdrawal)capacities(lbs)in typical lumber. rel Using drill with 7/32”bit,drill pilot hole into roof Clean offanysawdust and fill hole with sealant Slide the flashing Into position,Insert the rubber l Lag Boil Spccincneons and raker,taking care to drill square to the roof. compatible with roofing materials. plug into the Q81ock cavity. Do not use mount as a drill guide.Drill should be w1---1- 'long style bit,aka aircraft extension bit'to drill a _ — — 1 Y"deep hole into rafte, ws"Pa,ana NV' s .none. � s � �c 5ources.Amen W d C nc I NDS 1005,Table 112 A 113,2 A � _ __ N.— 17 Thread must be embedded Ina mRer or otlserslrucNr31 rao(m¢mber. ' \~ 211ee NDSTable 115.1C Torr Iced ed¢dlstarces tqu g Mount PV \ Slide the washer and the Lf t(not included)onto Using a iR inch socket on an impact gun drive the lag screw, the lag screw until the Q81ock stops rotating easily. DO NOTovervtorque. Ell 7.2.3-31 Sep-2014,Rev 1 817.2.3-31 5ep-2014,Rev 1 Locus Product Datasheet DIAGRAM-TYPICAL CONFIGURATION ENERGY am - ;r e des eATt. INTERNET f�\ i i..3 It ELECTRICAL SERVICE INVERTER(S) LGATE120 PV ARRAY DIMENSIONS LOCUS ENERGY METER BASE COMM MODULE METER MODULE } sss m The-Gate 120 combines a re-vewe grade.solid-state power meterwith an advanced communications gateway- G.371n These colt G-nents worr<in corrunction to torso el n '.^ T r slipoei-Torelal.e cf resit rt I solar energy iwallatlon •egardle s or G i r inverter type. up Gate one-uece,ompleelyundiar glass meter which install- easily nsk Ilaeastly usl ra standard socket base.Performance da- is uoloaded in near tea rte to the Locus Energy SdIarOS \ �� .� —• men m Ing platro.m.ei _h crpv des a suite of tool,and analytic. forasset_ managers. ��U�" saa u,_ 730 L, — DATA COLLECTION AC energy data i_collected by the meter and pasaEd o the communicators;module.Additional system performance data can be collected directly from meteorological sensors and supper eh inverters via aver abler RS-465 or Zlgbee connections.All data is stored R.non vo.atile memory and,herr autcrnatltally uploaded to the SelarOS end SPECIFICATIONS SolarNOC platforms. Im :r�tevc. ARMS.^,,d,a CPU ACNrat3' ANSIi'[.PD Os C-Im1.11v.n of U1.1,2.c.OTA fimr—,up.Ier Valt1Ci,`1L 120-ISO VAC NETWORK CONNECTIVITY --I" 126 ME RAM Max..cvrr,"t hour 200A ? u1 n::ctivi,�thr--^u-h a Dc-PIe9 ICD ser n N1ce Tyra s nse Pnese E0 Hz Ile ctimmunicat!ons gate'Way inside tnC LGatP lit,supports slug and play,. _ g Cellular or available _vzl,=l TYe= 21 Ethernet networl(connectlon.Once the unit isinstalled and and cowered or it hvdl immedl Cly begin Transmitting data ,without any configuration,For m,.xinurn reliability,the communications gate.=ay will -Lo maticaalIv route uploads E"_iO—v NEMA 3R TY tet,ve n the Wireless are w'ireti connections if eith_r of the nehinrks are urava ladle. wt 11 soy Ami, l .e Gime'zions 6.95'.65'<T3' FCC Cart 158 E.rvuao.�ent -POW Sac,aII-weather FTCRB 4Yv[3n:Y 5,E limit-w'a In AT&T 4`aTITIQr C,,,,pl nee FEATURES • ANSI 02.20 Dower meter Easy.law cost installation, •RS-485 and Zigbee InpuLs •Does;Tt rqulre entrance Into the building M iNumhe �c„is,:D 3s� s�:. ae. L„ 3. Ci,Iw1ar-:,Gs.M .� ✓ GSM cellular or Ethernet ccnnectivite Plug and play activation •Over the air firmware upclaties LCD`4isplafv Moacu= J z e”. Ethernet RJ-6510;11O,11-iCP/static ✓ Single Meter Sockets-Without Bypass Single Meter Sockets-Without Bypass 125&200 Amp 125&200 Amp Application Single meter position .---� •Receive ANSI C12.10 watthour meters ,. Surface or flush mount(see chart) ' - - Construction -F-Flush Mount 11`t`''fA" -- - Ring e NI204 MSGB-2'Canduit Hub 1A h 9 tyP � '• NEMAType3R V� (UI207 MS66A-MS73+M568 4F p-112' 1v' 1, �. •ANSI 61 gray E-coat finish 927 MS73-ALScrew Type Ring aG-2-rz-2 1'n' 1'/a' Aluminum snapring included SF-Semi Flush Mount i g i SS-Stainless Steel Top Provision-see Chart -`�- Standards Accessories UL 414 Listed •5th Jaw Kit-50365 •ANSI C12.7 200ATrtplex Ground-ETB200 Knockout Layouts Oil(closed) U204(open) •AW Hub PardUPc catalog Amp Sarvlc• Cano•ndom Fig.1 Rq.2 Number Nam6sr Rating Jaws Type Anoss Una Lead Nnval (78205142000 011 125 4 10/3W OH/UG 914-2/0 614.210 114.2/0 Top Provision >...a Top Provision 79205142040 011 F 125 4 10/3W OH/UG 114-2/0 114-2/0 914-2/0 78205142045 011 MS73 125 A 1@/3W OH/UG 114-2N 614-270 114-21 78205142050 011 SF 125 I 1@/3W OH UG 614-2/0 114-2/0 914-2/0 78205144030 SZ7 100 7 30/4W OH//UG 114-1/0 914-1/0 114-210 18205156000 204 200 4 1Or3W OH 66-250MCM 96-250MCM /6-350MCM 78205156020 204E 200 c 7p/JW OH 16-250MCM 18-250MCM 16-350MCM 1820E15fi030 204 FMS73 200 4 1013W OH 16-250MCM 16-250MCM i6-350MCM 78205156040 204 MS68 200 4 10/3W OH 16-250MCM 16-250MCM 16-350MCM _ 10205156035 204 MIS68A 200 4 10/3W OH 96-250MCM 16-250MCM 16-350MCM 70205108490 204 MS73 200 4 10r3W OH 16-250MCM 16-25DMCM 15-350MCM 4F 78205156005 0209 200 4 1@73W UG 16-250MCM 16-250MCM 66-350MCM 4F 4F 4F 78205156045 U204F 200 4 10/3W U6 16-250MCM 16-250MCM 16-350MCM sid:: 4F 78205156060 U204 FMS73 200 4 10/3W UG 16-250MCM 16-250MCM 15-350MCM to aa. 78205156070 U204 MS73 200 4 10/3W UG 96-25DMCM 16-250MCM 16-350MCM 78205156140 U207 20D 7 30/4W OH7UG 96-250MCM 16-250MCM 96-250MCM 4F 1A 78205156170 U207F 200 7 30/4W UG 16-250MGM 66-250MCM 16-250MCM 78205156180 U207 MS73 200 7 30/4W OH/UG 16-250MCM 15-250MCM 16-250MCM PerduPc Cmaln —Ovumll Olmanslon — Top Knockout Numhar Numbor Holght Width Depth Pmvlslon Loy- Fig.3 Fig.4 178205142000 011 12' 0' 4i/a' AWHub Fig1 78205142040 111 F 12" 0' 4°!e' 2"mos KO Fig 1 Top Provision 78205142045 011 MS73 72" 8" 0,' AW Hub Fig.1 Top Provision 78205142050 011 SF 72" e" 4°Ai 2"max Kg Fig.l 78205144030 SZ7 17" 8" 4'11" AN Hub Fig,1 78205156000 209 15" B- 4'/.." AW Hub Fig.2 78205156020 204 F 15 6' 6" 2`max KO fig 2 j O 78205156030 209FMS73 15" B" 6" 2'max KO Fg-2 ! 78205156040 204 MS68 15" 8" 411a' AW/2"Hub Fig 20 4F 78205156035 204 MS68A 15 8" 4'"/n" AW/2"Nub Fig.2 4G 78205108490 204 MS73 15" 8" 45/w' Nana Fig.2 78205156005 U204 15" 12" 4'/r None Fig.3 -- 70205156045 U204 F 15" 12" 6" {2)Z"max KO Fig..3 9G 78205156060 U214 FMS73 75" 12" 6" None Fig.3 4F .m>. 4. a`s 7820515E070 U204 MS73 15" 72" A'{v None Fig.3 78205156140 U207 1 B" 12" 5" AW Hub Fig.4 AIC Note: 78205156170 U207F 18" 12" T 2'/,`max KO Ftg..4 Forshortciuma cunant OG \1W 4G 2p O 782051561180 0207 MS73 IF, 12" 5" AW Hub he ratingssee page 131.. B' Oats subloct to cl angewtthou[notice-Consult local utility fora ceptem-All dimensions are m mrhea ain osepst to dtange without mouse-Consult local utility for aptance All dimensions are m mchea Li11e B'Line by .`�o 5 Meter Mountmg Egwpment Meter Mounting Equipment 6 by WA,W ENERGY October 22nd,2013 This letter is to certify that the LGate 120 and LGate 320 are communication boards built into the Vision Meter 25 CL200 and 165 CL320 socket meters,respectively.Each of these meters was certified to the ANSI C12.20(class 0.2%)standard by Underwriters Laboratory on June 7,2013 as part of the Vision Meter Family(Project Number 12CA71134,Job Number 1001541515,and Report Number R12CA71134- AN51). ANSI C12.20 is currently recognized as the industry standard for electrical socket meters in both utility and PV monitoring applications.These tests cover both meter accuracy as well as several safety standards including electrical and environmental safety,as well as resistance to various types of mechanical shock.As electrical socket meters are generally installed and maintained by trained and certified professionals,rather than consumers,they do not fit the typical criteria for additional types of UL or IEC certification. If you have any further questions regarding the product certification of any Locus Energy LGate-branded device,please contact us at supoort 5locusenerrv-.com. The Locus Energy Team Locus Energy,LLC —Iocosenergy.com Classic Conduit Composition Mount ( QMCC Classic Conduit Mounting Instructions Installation Tools Required:tape measure,roofing bar,chalk line,stud finder,caulking gun,1 tube of appropriate sealant,drill with ITEM NO. DESCRIPTION QTY. 1/8"bit,drill or impact gun with 7/16"deep socket. THIS EDGE TOWARDS ROOF RIDGE 1 FLASHING.9"x 12"1* -4 .5oL.MI11 t • • • 2 OBLOCK,CONOUIt,5/16",6061-ib.MILL I 3 WASHER.SEALINBONG. S 7/8"OD,EPDM 1 11 y Ii It 4 LAG SCREW.HEX HEAD,1/4'x21/2'.18-8SS I •�,II AVAILABLE MILL,CLEAR ANODIZED, � `> AND BRONZE ANODIZED FINISHES. 12.4 ;;> CONDUIT CLAMP 13�. NO INCLUDE I I ` 23 Choose placement of conduit mounts along path Lift composition roof the with roofing bar,just Slide conduit mount into desired position.Rem ove 2.5 of conduit Select location over center of rafter. above placement of conduit mount. any nails that conflict with getting the mount fiush 3 with front edge of shingle course.Mark termer for ® drilling. 4.5 2 M ' _ 9.0 ,79 7 Quick Mount PV 1 mLE: t { —1 QCLASSIC CONDUIT COM }} COMPOSITION MOUNT �• ` "� r"cxr SIZE DRnwNeY. Ren REV A Dn e: vn41 ou 4 Using drill with 1/8"long bit,drill pilot hole into Clean off any sawdust,and fill hole with roof Lift shingle and slide conduit mount into place. s 4 a _ I roof and rafter,taking care to drill square to the manufacturer's approved sealant. Prepare tag bolt with sealing washer and single hole .of. clamp(not included)as shown.Insert lag through Lag pufl-out Dvithdr-al)capacities(lbs)in typical lumb- Lag Balt SPgel(eatlonhole in block,and position clamp over conduit. ,4.rrrM ea4 m.,w , nn.,n oe rrre ar,R- r f" ................................ F__- ._ _ rrrnonm �v '0• 1 ..._.__ sn,m—Pn" zm e• s r,IL ma nlPtl . S A'mcrlan Wood Council NDS2005Tabla ll]A113.2A Notes: I IThread must fx`embedded In a faker of other svuRural rool member. xl s,>r lacmreegwrdedge drscanco: Insert lag through hole in block,and position IMPORTANT:To mam[aln water fin Itlslmporlanttha[[healuminumflashlrg ll[em 11 is laced underonefullcourse abovethemounlingblockwlthatle..t some of the clampovureondwt Wing drill With 7/16"socket, prop q pmperlyp drive lag ntil block is tight Ra:hlry extending up undue the<ovrx above th-r.<won O 925-478-8269•www.quickmountpv.com•info@quickmountpv.com ft E 5 a E C T T HE ROOF 2700 Mitchell Dr.,Bldg 2-Walnut Creek,CA 94598 8171.3-8 Aug-2014,Rev4 B1 7.2-3-8 Aug-2014,Rev 02013 by Quick Mount PV.All rights reserved. s u nGEVITY' GEJAEFZATT F,,"O&ITIVE Structural Calculations for the Solar Panel Addition at The Thakkar Residence 106 Weyland Circle, North Andover, MA 01845 -0 OF JAW'CC A 'o KIK U SPENCER Cn CML NO, 51861 SSS/ONAL August 21, 2015 Date Signed 66 Franklin Street, Suite 310 510.496.5500 866.SUN.4ALL Oakland, CA 94607 USA 1 510.496.5501 )Nww :,0 "'' client: Thakkar Sheet No. 11,1 s u nGEVITY' Sungevity#: 1957406 1111 FIOSI"FIVE Date: 8/21/2015 GRAVITY LOADS Roof Angle = 40 degrees Composition Shingle 4 Plywood 2 2x10 Nominal Rafters@ 16 in o.c. 2.89 U- 0 Vaulted Ceiling 6 0 D - Misc. 1.11 Total Dead Load (pso = 16.00 Total Adjusted Dead Load (pso = 20.89 F- Total Live Load (psD = 20 (Rooflive load is not required in areas covered by PV array) Photovoltaic System (pso 2.7 2.7 2,7 Standoff Trib Width in X-direction (ft) 2 4 6 0> Standoff Trib Width in Y-direction (ft) 2,7 2.7 2.7 Standoff Tributary Area (ft) 5.4 10.8 16.2 = Point Load of Standoff(Ibs) = 15 30 44 Stucco (7/8") 10 cn 2x4 Studs @ 16"o.c. 11.09 5/8" Plywood 2 Insulation 1 Gypsum Board 2,5 w Misc. 0.41 L Total Dead Load (psf) = 17 Gypsum Board 2.5 CD 2x4 Studs @ 16"o.c. 1.09 Insulation 1 Gypsum Board 2.5 z Misc. 0.91 Total Dead Load (pso = 8 � � IUD, � lb ^ client: Thakkar Sheet No. uw�# 1957406 F U V E" Date: 8/21/2015 2 WIND CALCULATIONS PerASCE 7-y0Components and Cladding Design Input: Risk Category= N Wind Speed, V= 1010 mph Figure 26.5-1A � Exposure Category= B Section 26.7.3 � Roof Slope= 40 degrees � Mean Roof Height= 25 ft Building Least Width = 43 ft Effective Wind Area= 17.5 *u Velocity Pressure: qh = 0.00256 K,Ku Kd V~ Ko= 0.7 Table 383'1 K�= 1'0 Section 26.8.2 K^= O�85 Table 26.6-1 V= 100 mph See above qh'nommu/ = 15.23 pof Nonn/na/(un/bch7red} uplift Ao'uus/on = 9.14pef Design (faoboreo) uplift based nnallowable stress design basic load combination#5=D+0.0N/ � � Load auStandoffs: Uplift Uplift Uplift Downward Zone 1 Zone 2 Zone 3 Zones 1-3 Figure 30.4-2B � � Standoff Spacing in Y-direction (ft) = 21 2.7 23 23 Tributary Area 10.8 10.8 10.8 10.8 Load at Standoffs (Ibs) = -84 -144 -228 45 � Maximum Standoff Uplift= -228 lbs � Standoff Uplift Capacity= 732 lbs Per ESR-3744, Table � O/C = 0.311 Standoff Okay Fastener Capacity Check: Foeiener= 5/16" diarqeker \a0 screw Number ofFasteners = 1 Min. Embedment Depth = 2.5 in Wood Species = Spruce F�r Pine Specific Gravity, G = 0A2 Per 20Y2NDS Table 11.3.3A VVithdravv| Capacity Per Inch = 205 |bm/in Per 3OY2NDS Table YY.2A Load Duration Factor, Co = 1�6 Per 2OY3NDS Table 2.3.2 Fasteners Capacity 819 lbs D/C = 0.28 Fasteners Okay client: Thakkar Sheet No. s u nGEVITY' Sungevity#: 1957406 F)( S Ip'r i V E Date: 8/21/2015 3 Existing Structure Check Per 2012 IBC Chapter 34, Section 3403.4 Weight of Existing Building Weight (psf) Area (ft") Weight(Ibs) C) Roof DL 20.89 2565 53,576 F= Ceiling DL 6 0 0 11-- cn Exterior Walls 17 856 14,552 Assuming 8'-O"Wall Height R Interior Walls 1 8 856 6,848 Assuming W-O"Wall Height W , Total Existing Weight of Building = 74,976 Weight of PV System E Weight(psf) Area (fe) Weight(Ibs) > PV 2.7 595 1,607 a- I Total Weight of PV System = 1,607 Comparison Check 10% of Existing Weight of Building (Allowed) = 7,497 lbs Total Weight of PV System (Actual) = 1,607 lbs % Increase= 2.1 % Seismic Upgrade is Not Necessary Overall Sloped Length:25'3/16" + + n ca I 12 10.07 tr r 1'5" 9'3' 8' 1 2 3 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Roof Member Reaction(lbs) 1131 @ 10'8" 2913(3.50") Passed(39%) -- 1.0 D+1.0 S(Adj Spans) Member Type:Joist Shear(lbs) 506 @ 9'113/16" 1436 Passed(35%) 1.15 1.0 D+1.0 S(Adj Spans) Building Use:Residential Moment(Ft-lbs) -948 @ 10'8" 2269 Passed(42%) 1.15 1.0 D+1.0 S(Adj Spans) Building Code:IBC Live Load Defl.(in) 0.026 @ 0 0.204 Passed 1.0 D+1.0 W(Alt Spans) Design Methodology:ASD 2 999+ Member Pitch:10.07/12 Total Load Defl.(in) 0.106 @ 5'8 1/2" 0.792 Passed(L/999+) 1.0 D+1.0 S(Alt Spans) Deflection criteria:LL(L/240)and TL(L/180). Overhang deflection criteria:LL(2L/240)and TL(2L/180). Bracing(Lu):All compression edges(top and bottom)must be braced at 12'2 13/16"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. A 15%increase in the moment capacity has been added to account for repetitive member usage. Applicable calculations are based on NDS 2005 methodology. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Roof Snow Wind Total Accessories Live I-Beveled Plate-OF 3.50" 3.50" 1.50" 176 90 365 12/-91 643/-91 Blocking 2-Beveled Plate-OF 3.50" 3.50" 1.50" 431 20 700 -395 1151/-395 None 3-Beveled Plate-OF 3.50" 3.50" 1.50"' 94 59 223 26/-55 402/-55 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Dead Roof Live Snow Wind Loads Location Spacing (0.90) (non-snow:1.25) (1.15) (1.60) Comments 1-Uniform(PSF) 0 to 18"81" 16" 16.0 - 50.0 Roof 2-Uniform(PSF) 0 to 3'6" 16" - 20.0 - Roof 3-Uniform(PSF) 16'to 18'8" 16" - 20.0 Roof 4-Point(lb) 4'6" N/A 30 - -84 5-Point(lb) 6'7" N/A 30 -84 6-Point(Ib) 8'8" N/A 30 -84 7-Point(lb) 10"9" N/A 30 -84 8-Point(lb) 12'10" N/A 30 -84 9-Point(lb) 14'11" N/A 30 -84 Weyerhaeuser Notes (X S�SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. y Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by]Spencer Forte Software Oporalor Jot)Notes 8/2 1 120 15 9:39:05 AM _.__.._.------ Forte wl.6, Design E=ngine:V6,1.1.5 Janyce Spencer Fhaakar Residences Sunfievity 106kVrylandCtroie Thakkar_'1957406_1-ore le (E>1CY}496-4422 Notch Andover,MA 01845 jaspencerr,sungevitt'com E'rlgr, 't Of 1 Overall Sloped Length:30'8 15/16" 0 0 12 9.38 y ii 11'4" 1 2 3 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Roof Member Reaction(lbs) 1464 @ 12'5" 2832(3.50") Passed(52%) -- 1.0 D+1.0 S(Adj Spans) Member Type:Joist Shear(lbs) 659 @ 13'2 1/16" 1436 Passed(46%) 1.15 1.0 D+1.0 S(Adj Spans) Building Use:Residential Moment(Ft-lbs) -1600 @ 12'5" 2269 Passed(71%) 1.15 1.0 D+1.0 S(Adj Spans) Building Code:IBC Live Load Defl.(in) 0.153 @ 18'5 7/8" 0.706 Passed(L/999+) -- 1.0 D+1.0 S(Alt Spans) Design Methodology:ASD Total Load Defl.(in) 0.223 @ 18'7" 0.941 Passed(L/759) 1.0 D+1.0 S(Alt Spans) Member Pitch:9.38/12 Deflection criteria:LL(1,/240)and TL(L/180). Overhang deflection criteria:LL(2L/240)and TL(211/180). Bracing(Lu):All compression edges(top and bottom)must be braced at 6'17/8"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. A 15%increase in the moment capacity has been added to account for repetitive member usage. Applicable calculations are based on NDS 2005 methodology. Bearing Length Loads to Supports(lbs) Supports Total Available Required Dead Roof Snow Wind Total Accessories Live 1-Beveled Plate-OF 3.50" 3.50" 1.50" 175 112 403 26/-86 716/-86 Blocking 2-Beveled Plate-OF 3.50" 3.50" 1.81" 550 22 914 -506 1486/-506 None 3-Beveled Plate-OF 3.50" 3.50" 1.50" 158 48 317 22/-129 545/-129 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Dead Roof Live Snow Wind Loads Location Spacing (0.90) (non-snow:1.25) (1.15) (1.60) Comments 1-Uniform(PSF) 0 to 23'9" 16" 16.0 - 50.0 Roof 2-Uniform(PSF) 0 to 4'8" 16" - 20.0 - Roof 3-Uniform(PSF) 21'9"to 23'9" 16" - 20.0 Roof 4-Point(lb) 5'8" N/A 30 - -84 5-Point(lb) 7'10" N/A 30 -84 6-Point(lb) 10' N/A 30 -84 7-Point(lb) 12'1" N/A 30 -84 8-Point(lb) 14'3" N/A 30 -84 9-Point(lb) 16'6" N/A 30 -84 10-Point(lb) 18'8" N/A 30 -84 11-Point(lb) 20'9" N/A 30 -84 Weyerhaeuser Notes 1 SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. `t Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards, The product application,input design loads,dimensions and support information have been provided by]Spencer Forte Software Operator Job Note 8/21/20 1 5 9:39:079 AM .Janyce Spencer rhakkar(fie sirlence -- ---- Porte v4.6, Design Engine:V6.1.1.5 sungevlly 106 weyiand Ckde Thakkar:_1957406_FolIe.4te '.. (5'10)496-4,122 North Andover NAA 01845 jasperrCerr Sffligevity.com Pale 1 of 1 DEBRIS DISPOSAL AFFIDAVIT In accordance with the provisions of M.G.L. c. 40, s. 54, Building Permit # was issued with the condition that all debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by M.G.L c. 111, s. 150A. The debris will be disposed of in: E.O.M.S Name of Waste Facility 318 Manley Street West Bridgewater, MA 02720 Address of Waste Facility 111.5 Debris: As a condition of issuing a permit for the demolition, renovation, rehabilitation or other alteration of a building or sb•ucture, M.G.L. c. 40 s. 54 requires that the debris resulting therefrom shall be disposed of in a properly licensed solid waste disposal facility as defined by M.G.L.c. I I I s. 150 A.Signature of the permit applicant, date and number of the building permit to be issued shall be indicated on a form provided by the Building Department and attached to the office copy of the building permit retained by the Building Department. If the debris will not be disposed of as indicated, the holder of the permit shall notify the building official, in writing, as to the location where the debris will be disposed. 780 CMR—6th Edition 1 01'9��reofrmit Applicant 8/26/15 Date -- - - .. . — . . — ® . --- ----- - - -- e 3/11/'LU1b THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: The Hamilton Group, LLCacc°NN Ext:973-292-2292 Fac No): 3 Wing Drive E-MAIL Cedar Knolls NJ 07927 ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:SeleCtiVe INSURED SKYLI-3 INSURER B:Slee ive Ins Co of the S. East 39926 Skyline Solar LLC INSURER C:A.I.M. Mututal Insurance Company 3758 124 Turnpike Street, Ste 10 INSURER D: West Bridgewater MA 02379 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER:1089928575 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER MWDD/YYYY MWDD/YYYY 8 GENERAL LIABILITY S 2106548 /6/2015 /6/2016 EACH OCCURRENCE $1,000,000 DA AGE X COMMERCIAL GENERAL LIABILITY PREMIS SESOEa occurrence) $100,000 CLAIMS-MADE � OCCUR MED EXP(Any one person) $10,000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $3,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $3,000,000 POLICY PRO X JECT LOC $ B AUTOMOBILE LIABILITYA 9093015 /24/2015 /24/2016 Ea aBcident I E M T $1,000,000 ANY AUTO BODILY INJURY(Per person) $ ALL OWNEDX SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE X HIRED AUTOS X AUTOS Per accident $ $ A X UMBRELLA LIAB X OCCUR S 2000480 10/11/2014 0/11/2015 EACH OCCURRENCE $5,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $5,000,000 r—tDED X I RETENTION$10,000 $ C WORKERS COMPENSATION VWC-100-6018336-2015A 3/8/2015 3/8/2016 X WC STATU- OTH- AND EMPLOYERS'LIABILITY Y/N RY LIMITS ER ANY OFFICER/MEMBEER/EXCLUDE( ECUTIVE[ N/A E.L.EACH ACCIDENT $1,000,000.00 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEF4$1,000,000.00 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1$1,000,000.00 B Installation Floater S 2106548 /6/2015 /6/2016 Any One Occurrence $25,000 Property Business Property $100,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE CC)19RR-2010 ACORD CORPORATION- All rinhis resPrved_ massaa fRusetis Department of Pubkc Safety Board of Hrrilchrrg ROWJIl ItiOrrs r)nd Standards Conoruction Sulrereism. � i rc ense: C.S-027047 P1111UP.1 C'HOUW`AR, '79 Oak St, Unit#f03 Ashland MA 01721 `i: M '✓ „k Expiration srurrrrrrssrunrzr 11/09/2015 i1',��'F.FQ'C,� �tT'^�"Y,'.,""�[R' Office of Consumer Af airs end Business Regulation 10 Park Plaza - rJlltte 5170 Boston, Massachusetts 02116 :Home Improvement Contractor Registration Registration: 172284 Type: Supplement Card SKYLINE SOLAR, LLC, Expiration: 6/7/2016 PHILIP CHOUINARD __._._...._. __.. 124 TURNPIKE ST SUITE 10 WEST BRI©GEWATER, MA 02379 Update Address and return card.Mark reason for chnnge. SCA t ct 20M.O&,tr Address [-I Renewal [--] Employment I] Lost Card iA fcrA«geoloercollll e/ 'NCTr;..ree^dlad.fa'a�f"e` fiice rai"Gonsumcr Affairs&Business Regulation License or registration valid for individul use only SME IMPROVEMENT CONTRACTOR before the expiration date, if found return to: Office of Consumer Affairs and Business Regulation C to ogistration: 172284 Type, 10 Park Plaza-Suite 5170 Expiration: 6/7/2016 Supplement Card Boston,MA 02116 SKYLINE SOLAR,LLC. PHILIP CHOUINARD 139 GLENDALE AVE. EDISON,NJ 08817 Undersccretnry blot valid without signature is iM Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 172284 Type: LLC Expiration: 6/712016 Tr# 251923 SKYLINE SOLAR, LLC. FETE DEBBAS 124 TURNPIKE ST SUITE 10 WEST BRIDGEWATER, MA 02379 Update Address and return card.Mark reason for change. OPS-CA! 50M-"V4-G101216Address Renewal Employment Lost Card kc , Office of Consumer Affairs&Business Regulation License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration: 172284 Type: office of Consumer Affairs and Business Regulation Expiration: 617/20'16 LLC 10 Park Plana-Suite 5170 Boston,MA 02116 SKYLINE SOLAR„LLC. PETE DEBBAS 124 TURNPIKE ST SUITE 10 _ WEST BRIDGEWATER,MA 02379 Undersecreta� III��,�� 'y Not valid without signature