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32C-027 (7)
3 BREWSTER CT BP-2019-0274 GIs#: COMMONWEALTH OF MASSACHUSETTS MU-Block: 32C-027 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: SOLAR ELECTRIC SYSTEM BUILDING PERMIT Permit# BP-2019-0274 Project# JS-2019-000448 Est.Cost: $33609.00 Fee: $263.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: NORTHEAST SOLAR DESIGN ASSOCIATES LLC 106113 Lot Size(sp. ft.): 4268.88 Owner: RYAN JOSEPH C C/O RYAN PROPERTIES LLC Zoning:CB(100)/ Applicant. NORTHEAST SOLAR DESIGN ASSOCIATES LLC AT. 3 BREWSTER CT Applicant Address: Phone: Insurance: 136 ELM ST (413) 247-6045 () Liability HATFIELDMA01038 ISSUED ON.9/10/2018 0:00:00 TO PERFORM THE FOLLOWING WORK.-ROOF MOUNTED SOLAR, 40 PANELS 11.8 KW POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeTyne: Date Paid: Amount: Building 9/10/2018 0:00:00 $263.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner cz ACS 7 Joe P-�Pvo Slav F7� O tK�'I Versionl.7 Commercial BuildingPermit May 15,2000 `� 0 0 Department use only q Arno 00 City of Northampton Status of Permit: �6 I ("n Building Department Curb Cut/Driveway Permit - z o 212 Main Street Sewer/Septic Availability r ` Room 100 Water/Well Availability g o rn Northampton, MA 01060 Two Sets of Structural Plans 0 o e 413-587-1240 Fax 413-587-1272 Plot/Site Plans czn Other Specify A PLI RUCT,REPAIR,RENOVATE,CHANGE THE USE OR OCCUPANCY OF,OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING ,G SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office 3 Brewster Ct,Northampton Ma 01060 Map Lot unit Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Ryan Imported Car Repair 3 Brewster Ct, Northampton Ma 01060 Name(Print) Current Mailing Address: (413) 588-1769 Signature Telephone 2.2 Aut orized ent. N ASa 138 Elm St, Hatfield Ma 01038 Name(Print) Current Mailing Address: (413)247-6045 Signature Telephone SECTION OSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building (a)Building Permit Fee i 2. Electrical (b) Estimated Total Cost of Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection 6. Total=0 +2+3+4+5) $33,609 Check Number This Section For Official Use Only Building Permit Number Date Issued Signature: Building Commissioner/Inspector of Buildings Date .� 7 . .r''�' .. 1 ,� �k� �.� Version 1.7 Commercial Building Permit May 15,2000 SECTION 4-CONSTRUCTION SERVICES FOR PROJECTS LESS THAN 35,000 CUBIC FEET OF ENCLOSED SPACE Interior Alterations ❑ Existing Wall Signs ❑ Demolition❑ Repairs❑ Additions ❑ Accessory Building❑ Exterior Alteration ❑ Existing Ground Sign❑ New Signs ❑ Roofing❑ Change of Use❑ Other ❑ Brief Description 'Install 40 Solar Panels on Roof Of Proposed Work: SECTION 5 -USE GROUP AND CONSTRUCTION TYPE USE GROUP(Check as applicable) CONSTRUCTION TYPE A Assembly ❑ A-1 ❑ A-2 ❑ A-3 ❑ 1A ❑ A-4 ❑ A-5 ❑ 1B ❑ B Business ❑ 2A ❑ E Educational ❑ 2B I ❑ F Factory ❑ F-1 ❑ F-2 ❑ 2C ❑ H High Hazard ❑ 3A ❑ I Institutional ❑ I-1 ❑ 1-2 ❑ 1-3 ❑ 3B ❑ M Mercantile ❑ 4 ❑ R Residential ❑ R-1 ❑ R-2 ❑ R-3 ❑ 5A ❑ S Storage ❑ S-1 ❑ S-2 ❑ 5B ❑ U Utility ❑ Specify: M Mixed Use ❑ Specify: S Special Use ❑ Specify: COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS,ADDITIONS AND/OR CHANGE IN USE Existing Use Group: Proposed Use Group: Existing Hazard Index 780 CMR 34) Proposed Hazard Index 780 CMR 34): SECTION 6 BUILDING HEIGHT AND AREA BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION OFFICE USE ONLY Floor Area per Floor(sf) 1 1 St St 2nd --- 2nd 1 3rd 3`d 4th 4m Total Area (sf) Total Proposed New Construction (sf) Total Height(ft) Total Height ft 7.Water Supply(M.G.L.c.40,§54) 7.1 Flood Zone Information: 7.3 Sewage Disposal System: Public ❑ Private ❑ Zone Outside Flood Zone[] Municipal ❑ On site disposal system❑ Version 1.7 Commercial Building Permit May 15,2000 8. NORTHAMPTON ZONING Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front Side L:= R:= L: R:0 Rear Building Height L-- J Bldg. Square Footage 010 Open Space Footage % - ----- (Lotarea minus bldg&paved parking) #of Parking Spaces Fill: volume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO O DON'T KNOW O YES O IF YES, date issued: F IF YES: Was the permit recorded at the Registry of Deeds? NO © DON'T KNOW O YES O IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO O DON'T KNOW O YES O IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained O , Date Issued: C. Do any signs exist on the property? YES 0 NO O IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES O NO O IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading,excavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES O NO O IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Versionl.7 Commercial Building Permit May 15,2000 SECTION 9-PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES-FOR BUILDINGS AND STRUCTURES SUBJECT TO CONSTRUCTION CONTROL PURSUANT TO 780 CMR 116(CONTAINING MORE THAN 36,000 C.F.OF ENCLOSED SPACE) 9.1 Registered Architect: Not Applicable Name(Registrant): Registration Number Address Expiration Date Signature Telephone 9.2 Registered Professional Engineer(s): Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date 9.3 General Contractor Northeast Solar Not Applicable ❑ Company Name: Phillip Baunsgard Responsible In Charge of Construction 136 Elm St, Hatfield-Ma, 0103 Addr. _ (413) 247-6045 ature Telephone Versionl.7 Commercial Building Permit May 15,2000 SECTION 10-STRUCTURAL PEER REVIEW(780 CMR 110.11) Independent Structural Engineering Structural Peer Review Required Yes O No O SECTION 11 -OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT Joe Ryan - Ryan Imported Car Repair as Owner of the subject property hereby authorize Northeast Solar to act on my be If, n all matter rel ive rk authorized by this building permit application.-!- �3 - U- Signature o er D Northeast Solar I, as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Gregory Garrison Print Name I-ALY 8 -7 18 Signature of Owner/Ag t Date SECTION 12-CO ST UC VICES 10.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: Phillip Baunsgard CS-106113 License Number 41 Heath Rd Colrain Ma 01340 06/07/2017 A s Expiration Date (413) 247-6045 lelfffture Telephone SECTION 13-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152,§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes O No O i � t : 1 ,;,,. v• r 1 City of Northampton 212 Main Street, Northampton, MA 01060 Solid Waste Disposal Affidavit In accordance of the provisions of MGL c 40, S54, I acknowledge that as a condition of the building permit all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properly licensed solid waste disposal facility, as defined by MGL c 111 , S 150A. Address of the work: 3 The debris will be transported by: L�3- fp C. Icy jLA- 6�- The debris will be received by: Building permit number: Name of Permit Applicant eL Date Cign;ture of Permit Applicant i , r Northeast f 1C August 16`h, 2018 ATTN: Building inspector, I request that you grant a modification to waive the requirement for control construction for the project at 3 Brewster Ct. Northampton, Ma 01060 because the work is of a minor nature, will not affect health, accessibility, life and fire safety,or structural requirements and is impractical in that the cost of control construction is considerable when compared to the cost of the proposed work.Thank you for your consideration. Respectfully, Phillip M Baunsgard Jr. MA-CSL#CS-106113 Installation Supervisor Northeast Solar Design (413)247-6045 136 Elm St. Hatfield, Ma 01038 Northeast Solar Design 9'<136 Elm Street,Hatfield MA 01038.413-247-6045 Me Commonwealth of Massachuset& Department o,f Industrial Accidents Office of Investigations 1 Congress Stet, ,Suite 100 Boston,MA 02114-2017 vww.;nass.gov/d1a Workers' Compensation Insurance Affidavit: GeneralBusine sses Applicant Information Please Print L egibly BusinesslOrganization Name:Northeast Solar Address:136 Elm St. City/State/Zi p:H atfie Id,Ma 01038 Phone#:413-247-6045 Are you an employer?Check the app rep riate box: Business Typ a(required): 1. Z] I am a employer with 17 employees(full and/ 5. ❑Retail orpart.time).* 6. ❑Restaurant/Bar/EatingEstablishment 2.❑ I am a sole proprietor or partner ship and have no 7. []Office and/or Sales(incl. real estate, auto, etc.) employees working forme in any capacity. [No workers' comp.insurance required] $ ❑Nor>profit 3.El We are a c orp or ation and its offi c ers have ex er cise d 9. ❑Entertainment their right of ex emptionper c. 152,§1(4), and we have 10.❑Manufacturing no employees. [No workers'comp. insurance required]* 4.❑ We are a non-profit organization, staffed by volunteers, 11.❑H ealth C are withno employees. [No workers' camp. insurance req.] 12.0 Other *Any applicant that checks bone 9 most also fill out the sectimbelow showirg thirwor3rers'corripensationpolicy irforrm io t **If the corporate officen have exempted themselves,but the corporation has other errq)loyees,aworkers'coanpensationpohcyis required and such an o3ganiatim should check boot#1. law an employer that isproviding workers'compeasaa¢on insetrance for my employees. Below is the policy information. Insurance CompanyName: ACE American Insurance Co InsLrer'sAddress: 2 Brewster Ct city/State/zip: Northampton MA 01060 Policy# orSelf-ins.Lic. # lK445604UB Expiration Date 7/8/19 Attach a copy of the workers'comp ensatio n p o lcy declaration page (showing the policy number and exp iratio n date). Failure to secure coverage asrequiredunder Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of aSTOP W[DRK ORDER and afine of up to$250.00 a day against the-violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. Ido kereby , enx r the pains n my fat the aQeformation provided above is trete and correct. Simature: cefyDate: 8/8/2018 Phone#:41 LKo45_ E only. Do notwrite in tii<is area,to be completed by city or town o cial n: PermitlLicense hority(circle one): Health 2.Budding Department 3. City/Town Clerk 4.Licensing Board 5.Selectmen's Office son: Phone#: www.n1w s govldia r E;`:CE , r Roof mounted k solar array with i 40x Hanwha modules E *; 1x SolarEdge , Main electric SE1000OH-USOOONNC2p . � anel on strip inverter �— n interior wall on exterior wall Utility accessible _ solar AC disconnect ` on exterior wall Utility meter on exterior b s wall Ryan Imported Car Repair % Joseph Ryan Y 2 Brewster Ct Northeast Solar Northampton, Ma 01060 i ROSE ENGINEERING Page 1 of 1 Date: 8-30-2018 To: Justin Annis Northeast Solar 136 Elm Street Hatfield, MA 01038 From: C. Mike Rose P.E. Rose Engineering Re: Joe Ryan (Ryan Imported Car Repair), 2 Brewster Ct, Northampton, MA: Structural Assessment of Existing Garage Structure Roof to Support Proposed Solar Array. On 8/29/2018 I conducted a site visit and investigated the existing garage roof for the proposed PV solar panel installation. The commercial garage structure has 2 stories and a large accessible attic space. The roof framing consists of 2x6 top chord Double Howe design roof trusses with piggy-back trusses installed on top. The trusses are installed at 24"on-center and span 47' with a 9/12 roof pitch. The roofing is asphalt shingles. 40 PV solar panels are to be installed on the south-facing roof. I have reviewed the mounting details for the proposed solar array. Based on a PV solar panel unit weight of41f lbs, with the attachment points of the array placed at a maximum of 4' on center and staggered to minimize the load to any one roof truss, the roof framing is adequate to support the proposed PV solar array and the snow and wind load requirements of the current MA State Building Code. Please contact me if you have any questions or need additional information. Sincerely, �tNOFROSE ygss9c GOMM o CIVIL C. Mike Rose, PE J No. 52276 H Rose EngineeringNA P.O. Box 315 Phone: (413)775-3666 Shelburne Falls, MA 01370 Email: RoseEngMA@gmail.com 'cy, EVALUATION REPORT Report Numben 0248 " Originally Issued: 09/2012 Valid Through: 0912013 Division:06—WOOD AND PLASTICS 3.0 DESCRIPTION Section: 06060—Connections and Fasteners 3.1 General Description REPORT HOLDER: EZ Roof Mount L-Foot Kit consists of 5 basic SunModo Corporation components: (1)shoe assembly with captive waterproof 1905 SE 5�h St,Suite A washer, (2)lag bolt to fasten through the shingles to the Vancouver,WA 98661 roof rafter, (3) flashing that is placed under the row of shingles above the shoe and then over the shoe, (4) L- EVALUATION SUBJECT Foot that is placed over the protruding shoe threads and (5) ilex cap that is secured on to the shoe. See SunModo EZ Roof Mount L-Foot Kit for Shingle Figures 1 to 5 in Table 2. Roofs 3.2 Materials 1.0 EVALUATION SCOPE: EZ Roof Mount is fabricated from aluminum. Shoe 1.1 Compliance with the following codes: assembly is fabricated using casting aluminum alloy with dimensions of 2.80 inches in diameter and 1.00 • 2009 International Building CodeV inches in height. It is held in place using one 5/16 inch • 2009 International Residential Code® diameter lag bolt that is 4 inch in length and made of • 2006 International Building Code® stainless steel. Flashing is fabricated from sheet • 2006 International Residential Code® aluminum with dimensions of 10.0 inches in width, 12.5 inches in length and 0.04 inches in thickness. 1.2 Evaluated in accordance with: L foot is a 2.00 inch long unequal leg angle made from • Evaluation Criteria for Joist Hangers and 6063-T6 aluminum with dimensions of 3.00 inches in Miscellaneous Connectors (IAPMO ES EC002- depth, 2.00 inches in width and 0.24 inches in 2011),Approved March 2011 thickness. It contains a 0.375 inch diameter round hole • Acceptance Criteria for Roof Flashing for Pipe with a 0.83 inch diameter chamfer (in base) that is Penetrations(ICC-ES AC286),Approved April 2010 located in the center of the base leg. One slot measuring 1.64 inch long by 0.40 inch wide occurs in 1.3 Properties Evaluated: the center and is located 0.30 inches from the top edge of the vertical leg, which has a scallop front and rear • Structural face. See Table 2 for component material properties • Weather Protection and figures. 2.0 USES 4.0 DESIGN AND INSTALLATION EZ Roof Mount L-Foot Kit for Shingle Roofs is used to 4.1 Design mount solar systems and other rooftop devices such as satellite dishes on asphalt shingle roofs with wood Tabulated allowable loads shown in Table 1 of this rafters underneath. report are based on allowable stress design (ASD). Adjustments to these values are required for wet EZ Roof Mount is specifically designed to be used for service conditions, sustained exposure to elevated installation of solar panels for electric or hot water temperatures, use with fire retardant lumber or with production on roofs with slopes from 3 to 12 units lumber whose specific gravity is less than 0.55 vertical in 12 units horizontal. (Southern Pine). Allowable values based on fastener strength may be adjusted for duration of loading. See footnotes of Table 1 for more detailed explanation. Page 1 of 4 r 44c"01CmreNn 1 so"M or tuftsw c h A7 Imm or by my moo,eMee ft mo&dw .'mgploo ppd%n(ftq or�oftfvbe.yowA the p(*W v�ikm �*n�e � gfiflNer Pk 1$77.AGgIPT Fte Id0.Ri�to Nhh: gp•SOM lael Pliadeb•b Strom•0rdwW.Ce@o,wle H YGI-201•—USA EVALUATION REPORT u Report Number. 0248 Originally issued: 0812012 Valid Through: 0912013 4.2 Installation Rain test data and thickness of aluminum flashing submitted is in conformance with Acceptance Criteria EZ Roof Mount must be installed using the 5/16 inch for Roof Flashing for Pipe Penetrations (ICC-ES AC diameter stainless steel lag screw at each bracket 286-2008). Rain test conformed to Underwriters location as described in the manufacturer's installation Laboratory Standard for Gas Vents, UL 441-96 Section instructions_ Lag screw must penetrate into the roof 25, rafter a minimum of 2 '/2 inches. Prior to installation,the roof rafter shall be bored with the required lead and Test results are from laboratories in compliance with clearance hole for the unthreaded and shank portions ISOMEC 17025. of the lag screw as required in Section 11.1.3 of the NDS -05. Threaded portion of the lag screw shall be 7.0 IDENTIFICATION inserted into its lead hole by turning with a wrench and not driving by a hammer. A die-stamp label in the flashing bearing the name and address of the manufacturer, the model number, Use of auxiliary holes in the Shoe other than the use of IAPMO Uniform ES Marks of Conformity, and this an extra fastener to stop the shoe from rotating during Evaluation Report Number(ER-0248). installation is outside the scope of this report. Flashing should be installed full under the shingle up to I AF U the raised portion of the flashing to prevent water M p E S ingress under the shingle. No portion of the flashing should be bent upward; the flashing must rest fully ES against the roof shingles. Otherwise the water and wind )TM performance may be impaired. IAPMO 110248 5.0 CONDITIONS OF USE EZ Roof Mount L-Foot Kit for Shingle Roofs described in this report complies with the codes listed in Section 1.0 of this report subject to the following conditions: 5.1 EZ Roof Mount shall be installed in accordance with this report, manufacturer's installation instructions and the codes listed in Section 1.1. 5.2 Calculations to verify the unposed loads on the EZ Roof Mount assembly do not exceed the allowable bads contained in Table 1 of this report shall be submitted to the code official when requested. Calculations shall be prepared by a registered design professional when required by the statues of the jurisdiction where the work is constructed. i 6.0 EVIDENCE SUBMITTED Testing and analysis data submitted is in conformance with Evaluation Criteria for Joist Hangers and Miscellaneous Connectors((APMO ES EC 002-2011). Page 2 of 4 i i EVALUATION REPORT Report Number: 0248 ' Originally Issued: 0912012 Valid Through: 0912013 TABLE 1: ALLOWABLE LOADS FOR EZ ROOF MOUNT I.,FOOT KIT(Ibs.)'4'"' Ultimate Load Test Load at Test Load at Calculated Load Direction Teat Value 0.250 inch 0.125 inch Fastener/Metal Allowable (see figurere below) Design Load F.S.-3.0 deflection deflection Strength Uplift(Withdrawal) 715 1,800 695 340 340 Lateral 260 240 130 153 130 Notes I. Allowable load values aro based on the least value from the ultimate load of three tests(strength limit),tested load at 0.125 inch deflection(deflection limit),calculated fastener capacity(withdrawal or lateral)for wood with a specific gravity of 0.55(Southern Pine)or allowable stress of the aluminum L-foot connector. 2. Allowable load values are based on lumber with all of the following characteristics: a. Located in dry service conditions where the moisture content does not exceed 19%for an extended period of time such as in most covered structures. b. Located where it does not experience sustained exposure to elevated temperatures that exceed 100°F. For any other conditions,allowable table values shall be multiplied by the related adjustment factor(s)(Cm and/or C,)in accordance with the National Design Specification for Wood Constriction(NDS-05). 3. Allowable load values are based on lumber with a specific gravity of 0.55(Southern Pine or equal). 4. Allowable load values for withdrawal are based on a minimum penetration of 2'14 inches into the roof rafter by one 5/16 inch x 4 inch long stainless steel lag screw. 5. Allowable values may not be increased for load duration in accordance with Section 10.3.2 of the NDS-05- Uplift Lateral Page 3 ci 4 EVALUATION REPORT Report Number 0248 Originally Issued: 0912012 Valid Through: 0912013 TABLE 2:MATERIAL PROPERTIES Component Material Shoe Aluminum alloy ANSi/AA A380.0 Waterproof Washer EFDM with durometer rating of 60 LM Bolt 304 stainless steel ASTM A 240 L-foot Almninum alloy 6063-T6 ASTM B221 Hex Cae Aluminum al[21 ANSI/AA A380,0 Flashing Aluminum alloy 1060 ASTM B209 EZ ROOF MOUNT COMPONENTS �, Jaw.' Figure 1:Shoe Assembly Figure 4:Hex Cap t l Q.ai 1 Figure 2:Lag Bolt Figure 5:Flashing )'igme 3:L-foot Page 4 of 4 EVALUATION REPORT Alm ". 7- U*0 Report Number: 0248 Originally Immed: 08/2012 Valid Through: 09/2013 TABLE 1: ALLOWABLE LOADS FOR EZ ROOF MOUNT L-FOOT KiT(lbs.)'-"44 Ultimate Load Test Load at 'rest Load at Calculated Load re below) Test Value 0.250 inch 0.125 inch Fastener/Metal Allowable (see figure blow) Design Load F.S.-3.0 deflection deflection Strength Uplift(Withdrawal) 715 1,800 695 340 340 Lateral 260 240 130 153 130 Notes 1. Allowable load values are based on the least value from the ultimate load of time tests(strength limit),tested load at 0.125 inch deflection(deflection limit),calculated fastener capacity(withdrawal or lateral)for wood with a specific gravity of 0.55(Southern Pine)or allowable stress of the aluminum L-foot connector. 2. Allowable load values aro based on lumber with all of the following characteristics: a. Located in dry service conditions where the moisture content docs not exceed 19%for an extended period of time such as in most covered structures. b. Located where it does not experience sustained exposure to elevated temperatures that exceed I00°F. For any other conditions,allowable table values shall be multiplied by the related adjustment factor(s)(Cn, andfor C,)in accordance with the National Design Specificatiod for Wood Construction(NDS-05). 3. Allowable load values are based on lumber with a specific gravity of 0.55(Southern Pine or equal). 4. Allowable load values for withdrawal are based on a minimum penetration of 2'h inches into the roof rafter by one 5/16 inch x 4 inch long stainless steel lag screw. 5. Allowable values may not be increased for load duration in accordance with Section 10.3.2 of the NDS-05. Lat8nal y i I I I i V ES NW Clamp End Clamp I A I I I I I I AI&ROMDW memo g_4 FUN R -P n E:r4CbmtoRai-Plan SLOPE 1 1 1 1 1 1 1 1 -LT7F n(pleal Rush Mount Arrau-Pion View MW Clamp L-Foot IronRifte Rei- Sedlon-Flush Mount-Flat Rod 314"m l'-(r F-xfsdng Root Structure 'F Sutton-Tlft Mount-FIM Roof DoW C-7yCical Roof Connecdon 314'=1'-0" 3*■V-T Mid Clamp End Clamp--\ 7 Section-Flush Mount-Sloped 314*=f'.0" VARIER 9 u LVA.�T Detail D-Mld Clamp 10 Detail r;-End CWv to Eloy. Ir V 4r TYW-W Flush Mount Array-ELevabon IR-2.01 314"=i'-0" 54y F � r powered by r Qu E LK G4 1 29073 0 low Q.ANTUM SOLAR MODULE With its top performance and completely black design the new Q.PEAK BLK-G4.1 is the ideal solution for all residential rooftop applications thanks to its innovative cell technology UNTUM. The world-record cell design was developed to achieve the best performance under real condi- tions—even with low radiation intensity and on clear, hot summer days. LOW ELECTRICITY GENERATION COSTS 0.0 Higher yield per surface area and lower BOS costs thanks to higher power classes and an efficiency rate of up to 18.3%. INNOVATIVE ALL-WEATHER TECHNOLOGY Optimal yields, whatever the weather with excellent low-light and temperature behavior. ENDURING HIGH PERFORMANCE Long-term yield security with Anti-PID Technology', Hot-Spot-Protect and Traceable Quality Tra.QT"" EXTREME WEATHER RATING T QCELLS YIElO SECURITY High-tech aluminum alloy frame, certified for high snow (540OPa)and wind loads(4000Pa) regarding IEC. NOT-SPOT PROTECT 2016 MAXIMUM COST REDUCTIONS Up to 10% lower logistics costs due to higher module capacity per box. Py q!r Quality Tested CCELLS A RELIABLE INVESTMENT pmu�alla BestpmmY66x�rne ow aegrameo" solar module 2014 Inclusive 12-year product warranty and 25-year "' 0,RD 62235 linear performance guarantee2. ID.40032587 APT test conditions:Cells at-1500V against grounded,with conductive me- tal foil covered module surface,25°C, THE IDEAL SOLUTION FOR: 168h 2 See data sheet on rear for further Rooftop arrays on information. residential buildings Engineered in Germany OCELLS MECHANICAL SPECIFICATION Format 65.7in x 39.4in x 1.26 in(including frame) (1670mm x 1000mm x 32mm) Weight 41.45lbs(18.8kg) Front Cover 0.13 in(3.2mm)thermally pre-stressed glass with anti-reflection technology Back Cover Composite film Frame Black anodized aluminum Cell 6 x 10 monocrystalline Q.ANTUM solar cells Junction box 2.60-3.03in x 4.37-3.54in x 0.59-0.75in(66-77mm x 111-90mm x 15-19mm),Protection class IP67,with bypass diodes Cable 4mmz Solar cable;(+)x39.37in(1000mm),(-)a39.37in(1000mm) I Connector Multi-Contact MC4 or MC4 intermateable,IP68 r :p e.rw.r IOI">rw�l ELECTRICAL CHARACTERISTICS POWER CLASS 290 295 300 MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS,STC'(POWER TOLERANCE+5W!-0 W) Power at MPP2 P,,re [Wl 290 295 300 Short Circuit Current* Is, [A] 9.63 9.70 9.77 = Open Circuit Voltage* Va [V] 39.19 39.48 39.76 E Current at MPP* 1- [A] 9.07 9.17 9.26 Voltage at MPP* v- [V] 31.96 32.19 32.41 Efficiency' 1`7 1%1 2t17.4 2:17.7 Z 18.0 MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS,NOC3 Power at MPP' Nee [W] 214.4 218.1 221.8 E Short Circuit Current* lu [A] 7.77 7.82 7.88 e Open Circuit Voltage* V. [V] 36.65 36.92 37.19 Current at MPP* IN„ [A] 7.12 7.20 7.27 Voltage at MPP* Vv„ [V] 30.12 30.30 30.49 1000W/m2,25°C,spectrum AM 1.5G 'Measurement tolerances STC x3%;NOC x5% 1800W/m2,NOCT,spectrum AM 1.5G 'typical values,actual values may differ 0 CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE i --___-r----I------, [us At least 98%of nominal power during first year. d? T ""°""'v°'"""""""'"' Thereafter max.0.6%degradation per year. e ----- -�---�------------- At least nominal Wd power up to l0 years. At least 83.6%of nominal power up to 25 years. c All data within measurement tolerances. � < --r-----r-----,------------ ----- Full warranties in accordance with the warranty terms of the Q CELLS sales organisation of your o e b respective country. IRRADIANCE IW/Wl Typical module performance under low irradiance conditions in YEARS comparison to STC conditions(250C,1000W/m'). TEMPERATURE COEFFICIENTS R Temperature Coefficient of Is, a [%/K1 +0.04 Temperature Coefficient of V, p [%/K] -0.28 g' Temperature Coefficient of P_ V [%/Kl -0.39 Normal Operating Cell Temperature NOCT [°F] 113 t5.4(45 t3°C) gm PROPERTIES1 DESIGNti Y Maximum System Voltage Vsys [V] 1000(IEC)/1000(UL) Safety Class II °A Maximum Series Fuse Rating [A DC] 20 Fire Rating C(IEC)/TYPE 1(UL) a 0 Design load,push(UL)2 [lbs/f ll 75(3600 Pa) Permitted module temperature -407 up to+185*F on continuous duty (-40*C up to+85"C) v Design load,pull(UL)2 [lbs/ft2] 55.6(2666 Pa) 2 see installation manual 0 QUALIFICATIONS r CERTIFICATES PACKAGING INFORMATION UL 1703;VDE Quality Tested;CE-compliant; Number of Modules per Pallet 32 IEC 61215(Ed.2);IEC 61730(Ed 1)application class A y Number of Pallets per 53'Container 30 = �leA Number of Pallets per 40'Container 26 s DVE C E g Pallet Dimensions(L x W x H) 68.7 in x 45.3 in x 46.1 in c us (1745mm x 1150mm x 1170mm) 12. Pallet Weight 1435lbs(651 kg) NOTE:Installation instructions must be followed.See the installation and operating manual or contact our technical service department for further information on approved installation and use of this product. m Hanwha 0 CELLS America Inc. 300 Spectrum Center Drive,Suite 1250,Irvine,CA 92618,USA I TEL+1949 748 59 96 1 EMAIL inquiry®us.q-cells.com I WEB www.q-cells.us i �i Northeast Solar II II1 --- ---- - Typical feet placement w/ 16" o.c. rafter spacingk TI - -- - I I II I 1 I 1 4 I I I Typical feet placement w/ 24" o.c. rafter spacing