Loading...
31C-040 (5) 16 FORD CROSSING BP-2017-0620 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block:3I C-040 CITY OF NORTHAMPTON Lot: - 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-2017-0620 Project# JS-2017-001002 Est.Cost: $23534.00 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: NORTHEAST SOLAR DESIGN ASSOCIATES LLC 106113 Lot Size(sq.P.): 8021.00 Owner: DARRYL MCKENNEY Zoning: Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC AT: 16 FORD CROSSING Applicant Address: Phone: Insurance: 136 ELM ST (413) 247-6045 O Liability HATFI ELDMA01038 ISSUED ON:11/2/2016 0:00:00 TO PERFORM THE FOLLOWING WORK:install 15 solar electric panels on roof 4.905kw 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 ft Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 11/2/20160:00:00 $75.00 212 Main Street, Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck- Building Commissioner File#BP-2017-0620 APPLICANT/CONTACT PERSON NORTHEAST SOLAR DESIGN ASSOCIATES LLC ADDRESS/PHONE 136 ELM ST HATFIELD (413)247-6045 O PROPERTY LOCATION 16 FORD CROSSING MAP 31 C PARCEL 040 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT \ Fee Paid A[/ \) Building Permit Filled out �S f Fee Paid TvpeofConstruction: install 15 so attric panels on roof4.9051cw New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 106113 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO j IATION PRESENTED: 1/Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding_ Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management Demo ' �� dr ' —7YG � :w d cral Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office of Planning&Development for more infomration. 1\1\4-ht14 LI EY � . a . onl C./ Dap v : y,•i City of Northampton Stai�aofP pa 4:1V- Building Building Department Curb CU r perfap w to \ 0 212 Main Street Sower/ , vetta6ll(t .r, Room 100 W: 1 AvauaniHry Northampton, MA 01060 Tia 12 of Structural Placa y phone 413-587-1240 Fax 413-587-1272 01. into Plana hit „�. Other Specify ;,' APPLICATION TO CONSTRUCT,ALTER, REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office Map Lot Unit 16 Ford Xing, Northampton Ma 01060 Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Darryl MCKennyS V 16 Ford Xing, Northampton Ma 01060 Name(Print) I Current Mailing Address. 513-312-0659 Signature a_ 2.2 Authorized Agent: Northeast Solar 136 Elm St, Hatfield Ma 01038 Name(Print) l Current Mailing Address: aynGr/ 913-297-6095 Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building (a)Building Permit Fee 2 Electrical (b)Estimated Total Cost of Construction from(6) 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection 6. Total=(1 +2+3+4+5) 23,534 Check Number 7�j °j0 This Section For Official Use Only Building Permit Number: Date Issued: Signature: Building Commissioner/Inspector of Buildings Date Section 4. ZONING All Information Must Be Completed.Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size • Frontage Setbacks Front Side L,. R.'. LI R ... Rear Building Height Bldg. Square Footage no Open Space Footage °o (Lot area 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 DONT KNOW YES O IF YES, date issued:! IF YES: Was the permit recorded at the Registry of Deeds? NO © DONT KNOW O YES O IF YES: enter Book Paged I and/or Document# B. Does the site contain a brook, body of water or wetlands? NO e DONT 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 O NO 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 IF YES,then a Northampton Storm Water Management Permit from the DPW is required. SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House n Addition ❑ Replacement Windows Alteration(s) ❑ Rooting ❑ Or Doors ❑ Accessory Bldg. ❑ Demolition ❑ New Signs 10] Decks CI Siding[01 Other lCO Brief Description of Proposed Install 15 solar electric panels on residence Work: Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet 6a.If New house and or addition to,existing housing.complete the following: a. Use of building: One Family Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? d. Proposed Square footage of new construction. Dimensions e. Number of stories? f. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 ft.of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade It Will building conform to the Building and Zoning regulations? Yes No. I. Septic Tank City Sewer Private well _ City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT Darryl McKenn%y as Owner of the subject property 1 Northeast Solar hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. `Ire Omit Signature of Own Date Northeast Solar ,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. Ann Bronner Print Name Es///%%� rf a ti 4/19/2016 Signatur of Owner/Agent Date SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable 0 Phillip Baunsgard CS106113 Name of License Holder: License Number 91 Heath Rd Colrain, Ma 01340 6/7/17 tl s ^ /�/ Expiration Date , 7-fik �IJ /{J///�•� 413 -247-6045 Signature�- ''SS ! • :,plephone 9.Registered Home Improvement Contractor Not Applicable ❑ Northeast Solar 169641 Company Name Registration Number 136 Elm . Hatfield, Ma 01038 7/14/17 Address - Expiration Date //./l Telephone 413-2 4 7-6 0 4 5 SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(MCI.e. 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 Xl No...... ❑ 11. - Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(I) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 78L Sixth Edition Section 108.3.5.1. Definition of Homeowner: Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is-or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official that he/she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers'Compensation) and Chapter 153(Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature_ ...\ The Commonwealth of Massachusetts Print Form :r. Department of Industrial Accidents ki ^� +f.; Office of Investigations y I' _ + �`) 1 Congress Street,Suite 100 \l' - Boston, MA 02114-2017 ` E;-r 1 s• www.mass.gov/dia Workers' Compensation Insurance Affidavit: General Businesses Applicant Information Please Print Legibly Business/Organization Name:Northeast Solar Address:136 Elm St. City/State/Zip:Hatfield, Ma 01038 Phone#:413-247-6045 Are you an employer? Check the appropriate box: Business Type(required): I.E I am a employer with 10 employees(full and/ 5. ❑ Retail or part-time)." 6. ❑ Restaurant/Bar/Eating Establishment 2.❑ I am a sole proprietor or partnership and have no 7, ❑ Office and/or Sales(incl. real estate, auto, etc.) employees working for me in any capacity. [No workers' comp. insurance required] 8. ❑Nomprofit 3.❑ We are a corporation and its officers have exercised 9. ❑ Entertainment their right of exemption per c. 152, §1(4), and we have 10.D Manufacturing no employees. [No workers' comp. insurance required]** 4.❑ We are a non-profit organization, staffed by volunteers, 11.0 Health Care with no employees. [No workers' comp. insurance req.] 12.❑ Other "Any applicant that checks box#I must also fill out the section below showing their workers'compensation policy information. "lithe corporate officers have exempted themselves.hut the corporation has other employees,a workers compensation policy is required and such an organization should check box#1. I ant an employer that is providing workers'compensation insurance for my employees. Below is the policy information. Insurance Company Name:Ha 1OVer Insurer's Address:16 Ford Xing City/State/Zip: Northampton, Ma 01060 Policy 14 or Self-ins. Lin. #WHN 5715134-02 Expiration Date:418/17 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under 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 a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. 1(10 hereby certify,under ins and 'es of perjury that the information provided above is true and correct. Signature: � "net Date:4/19/2016 Phone#:413-247-6045 Official use only. Do not write in this area,to be completed kr city or town official City or Town: Permit/License# Issuing Authority (circle one): I. Board of Health 2. Building Department 3. City/Town Clerk 4.Licensing Board 5. Selectmen's Office 6. Other Contact Person: Phone#: www.mass.gov/die 4 i r. te# tnyL �. � i( b ,� Ys Mir electric ' �"dblana$neeml in y* `r 4 r, .6 m'r* > ":w pent f ✓ �yAry'. 4 i p.` jrd s^•' is 'I came a� },-. 1 s x w CiiY aeha�meM � ; s f..'%:=:-a" gu1Wm9 Re eW aS VI%..at....,. - Plan ain Street �`} parry MCKenny p}2t`r'''''MA 0506o {. X"n9 Lot4 NartnamP e 16 fiord p1060 / Northam ton, M4 4)14° 11- 9. 76 pc q,` ckwenf J EVALUATION REPORT C`ate, Report Number; 0248 Originally Issued: 0912012 Valid Through: 09/2013 Division:06—WOOD AND PLASTICS 3.0 DESCRIPTION Section:06080—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 5th 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)1- EVALUATION SUBJECT Foot that is placed over the protruding shoe threads and (5) hex 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 Code® inches in height. II is held in place using one 5/16 inch • 2009 International Residential Code® diameter lag bolt hat 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 lag angle made from • Evaluation Criteria for Joist Hangers and 6063-16 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 (ASO). 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 (or 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 Cv`)IIO 00 ny lnnnaip,nn,wo-mn a munN,i MYe.eenuolmh notes na,rv,e.r gig LAWS Awa a pin a R,gtl•aM my o,'w .-ced,vp�n n event ee.,,Il ansn a lrewna n.n I,^"m m.•,•••II..+arteic tts .ysea�,¢meaning,el etermst,1Whmma,.-..n`.n ponniffii.a IA, p 1,J,,.m'"7741 VeRPT•Fa.k C2.4tI•vitt ryeicoa.g.soot tel M.o4.5lne,•(Morn.CfInly ere-]nit—us, �+��. VJOie EVALUATION REPORT Report Number: 0248 Originally Issued: 08/2012 Valid Throughr 99(2013 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 5116 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 locatron as described in the manufacturers installation Laboratory Standard for Gas Vents. UL 441-96 Section instructions. Lag screw must penetrate into the root 25. rafter a minimum of 2 ''h 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 - ISO/IEC 17025.. of the lag screw as required in Section 11.1.3 of the NOS -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 bashing 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 relating during Evaluation Report Number(ER-0248). installation is outside the scope of this report. Flashing should ininstalled full under the shingle up to I A P the raised portion of the Hashing to prevent water1/10 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 40248 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 imposed loads on the EZ Roof Mount assembly do not exceed the allowable loads 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. 6.0 EVIDENCE SUBMITTED Testing and analysis data submitted Is in conformance with Evaluation Criteria for Joist Hangers and Miscellaneous Connectors(IAPMO ES EC 002-2011). Page 2 of 4 EVALUATION REPORT Report Number: 0248 � ' - Originally Issued: 09(2012 Valid Through: 0912013 TABLE 1: ALLOWABLE LOADS FOR EZ ROOF MOUNT L-FOOT KIT(ibs.)"a'''s Load lyb'eciluu Ulthnate Load Test Load at Test Load at Calculated Allowable see figure e below) Test Value 0.250 inch 0.125 inch Festener/Dletnl ( F.S.w 3.0 deflection deflection Strength Design Load Uplift(Withdrawal) 715 1,800 695 340 340 Lateral 260 240 130 153 130 Notes 3_ Allowable load values arc 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 m Iteral)for wood with a specific gravity of 0.55(Southern Pine)or allowable stress of the aluminum L-foot connector. Allowable load slues are based on lumber with a0 of the following characteristics: a. Located in thy service conditions where the moisture content does not exceed 19%for an extended period of time such as in most covered structures. b. Lr,catcd 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 fattor(s)(Cu and/or CO in accoidance with the National Design Specification for Wood Construction(NUS-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 oft it inches into the roof m0er by one 5116 inch x 4 inch long stainless steel lag screw. 5. .Allowable values may Mt be increased for load duration in accordance with Section 103.2 of the NDS-OS. Uplift Lateral v y Page 3 of 4 EVALUATION REPORT 6027. Report Numbers 0248 Originally lesuedt 09/2012 Valid Through: 09/2013 TABLE 2:MATERIAL PROPERTIES Component Material Shoe Aluminum alloy ANSI/AA A380.0 Waterproof Washer EPDM with duromelerrating of 60 Lag Bolt 304 stainless steel ASTM A 240 _ L-foot Aluminum alloy 6063-T6 ASTM 8221 Hex Cap _ Aluminum alloy ANSI/AA A380.0 Flashing Aluminum alloy 1060 ASTM 8209 EZ ROOF MOUNT COMPONENTS re• r e � x ra Figures.Shoe Assembly Figure 4 Hex Cap ,r • K")) Figure 2;Lag Bolt Figure 5:Flashing Figure 3:L-foor Page 4 of 4 EVALUATION REPORT(` Report Number: 0248 ` 'i Originally Issued: 09/2012 Valid Through: 09/2013 TABLE I: ALLOWABLE LOADS FOR EZ ROOF MOUNT LT/00T KIT(Ib j'ss"s Load Direction Ultimate Load Test Load at Test Load at Calculated Allowable figure below) Test Value 0.250 Inch 0.125 inch Fastener/Metal (see g ore F.S.=3.0 deflection deflection Strength Design Load Uplift(Withdrawal) 715 1,400 695 340 340 Lateral 260 240 130 1531 130 Notes L Allowable load values are based on the least value from the ultimate load of three tests(strength limit),tested load at D.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 Mad values arc based on lumber with all of the following characteristics: a. Located In dry service conditions where the moisture amtent does not exceed 19%for an extended period of time such as in inost covered structures. b. Located where it does not experience sustained exposure to elevated temperatures that exceed 1005F. • For any other conditions,allowable table values shalt be multiplied by the related adjustment factor(s)(Ct, end/or C,)iu accordance with the National Design SpecWkatiod 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 x4 inch lung stainless steel lag screw. 5. Allowable values may not be increased for load duration in accordance with Section 103.2 of to NDS-05. 0 Lateral Ret c kin " -`- _ - r IP �, ANO Clamp -. Enatemp— M ,�, laonafoceIIIIIIIIIIMIN � Mall . 1 ■ NI MEN ) II a 1 MS � ' �i -=a —�j _-.. ,- NENE MWGump.DNRSRao_PIn CCW , E CbnpbRai Plan is,.or— SLOPE r=I .p' '. OS u�.n ,. � �` �_ — IIMMlS�i SMS 11Ds l'-0- MpmtAmY_Pbn View ANC GIamp - Seise Panel ii v1' P-0' -. _--L-Fcct ... 4. ,_ v � ` I. ��a �� ••.••_• v. •.•- = ”:1-r6". f tat Raaf j .tt_.Flaming I" Section-Mush MWMt-Flat Ron( \_=wee....-... ��� 1be l'-0' . FriNm9 Rad 5hudme.^.. .. Section-SM Mount-Mat Rost Gehl E-Tyc.al Rod edCI ue1 3!4'-1'-0— h G f '«.+...w.... Md clary— End Clamp--,.\ Section-Flush Mount-Slop d Roof L_-.__—___---.VPM9. -1 - VAR* _t c.�.�...._ CelalC-Me Clamp legee yaernlbn Demon-End Clomp,o gal•Elev v -- V eI' Pte ... T Ftont Mav- z� evaNIR-201 l4 14 w,t T „.. , gist' , ,: < 3 zer.: f fk SP .,sr p . SunPower® E20-327-C-AC l Residential AC Module Series Mechanical Data SPR-F20-327 C-AC S0R E19-320-rAC . solar Cells 96 M ✓ystalhne Mare n'Cc-n II s-0 A/ , Gins High�aLei-Darr-1 s . . g..ssvnrha-^I T Ire o% s n egerke carng 20.Alw 199 o F'10101derral Jum.n 'ate,: TCent 11,rve J 33fi[C - L Rating - • Thrnypass diodes "rare Class I b1 . a'edired l 1 _t AAMA raur h Is leranm •In-egate' t odule-level ma,' -i power Weight 11 lbs MS 6•g) i - - 129 Lc'MC,ing Max Recommended 1.3 in (33 mmI Moo ale Spacing - - Cu:D r 2 29P I isrie num)max) 21,224026 ..V r r C 2n_8v ovmaA 1 vZosrz29v Warranties and Certifications IL (56ei snipe F -I s (nom/ 59 8160 0/6D 5 Hz Warranties tea [ d co,rr Aar ran”! 1 nut P . re Lcr in r r p _ 5-year Inter precurz Hai repra 1 65 rid?, Tor ni-ir us 019dr Current SI 2.10 z 1 2.3 A -UL 1111 ir crudng or,p1 arse AIM Har C mu rutCurl r t n65 V 154A auplicat enNo IL Fms1/ant ILL- 1 se' Co for ptF e 220W 1 •H r L Fff 6 m • ACm T,ne2-re Adel .11_2709 L red Lr ailedrrtm urn Prr 29 ABra n 1Crr.Li(83240 V 12 Dingle phase) Dor 't Ia, l s Per 20.. Bramti Grout A 208 V 10(two pole) Certifca:iorr •Class A fir e rarer_ when rs19116d n":'. 1 IA,-61 ',hen distanceberssenrep' 1 S' -lace dbrt+n if Cur e rod.1c Tested Ope adng Copd`.ians Game is 535" OneOnerounr Temp -r•Js r to+1S5`F(-4o"C so 85"C) •Afterlating e r(AD f Ie J_-gnaoon 1 Jaz.A nh er lar ,. -;50°C e-able stalLConn arcade ith DEC 1 6906 An' psi 9P 2 'o (o &hack a Deg.aJatorre= Ind LID Test Paternal Indoce _ 1 'n0i, 112 pH ADai Pa55]kdp nt - In-Ls,I os .a . sn,25r Ida b teral is ripe(23 PIM t 1 ice. 1 .rP� -Iv NI Lw SUNP _ WER