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31C-018 34 FORD CROSSING BP-2021-1338 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 31 C-018 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 P E RNLI T Permit# BP-2021-1338 Project# JS-2021-002207 Est.Cost: $16878.00 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: PIONEER VALLEY PHOTOVOLTAICS 111266 Lot Size(su. ft.): 105371.64 Owner: EATON DEBORAH Zoning; PV(100)/SGb(100)/ Applicant: PIONEER VALLEY PHOTOVOLTAICS AT: 34 FORD CROSSING Applicant Address: Phone: Insurance: 311 WELLS ST - SUITE B (413) 772-8788 Workers Compensation GREENFIELDMA01301 ISSUED ON:5/17/2021 0:00:00 TO PERFORM THE FOLLOWING WORK:INSTALL 14 PANEL 5.11 KW SOLAR SYSTEM ON ROOF OF GARAGE 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 Occu anc Signature: i • p Y � it • FeeType: Date Paid: Amount: Building 5/17/20210:00:00 $75.00 212 Main Street, Phone(413)587-1240,Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner Department use only o t►+ o, City of Northampton 4)- Status of Permit: �� c N. Building Department . 7 : Curb Cut/Driveway Permit 212 Main Street °^�`� <- ewer/Septic Availability y Cl _.' i. A4 ' T Room 100 °;�;7 Water/Well Availability `, l ` ' , ,' Northampton, MA 01060 : L �N, Two Sets of Structural Plans phone 413-587-1240 Fax 413-587 1270�r Plot/Site Plans �.'', 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 (C Lot 01 Unit 34 Ford Crossing Northampton, MA Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Deborah Eaton and Bryan Bruce PO BOX 60625 FLORENCE MA 01062-0625 Name(Print) Current Mailing Address: 413-222-5630 See Attachment A Telephone Signature 2.2 Authorized Agent: Pioneer Valley Photovoltaics 311 Wells St. Greenfield, MA 01301 Name(Print) Current Mailing Address: frA- 413-772-8788 Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building 5137.5 (a) Building Permit Fee 2. Electrical 11740.50 (b) Estimated Total Cost of Construction from (6) 3. Plumbing Building Permit Fee 4. Mechanical (HVAC) 4176 5. Fire Protection 6. Total= (1 +2+ 3+4+5) 16,878 Check Number l,)an This Section For Official Use Only Building Permit Number: 6v'47 /'/3 2 Date Issued: Signature: �/ — 5- !7'ZOZ I Building Commissioner/Inspector of Buildings Date buildingpermits @ pvsquared.coop EMAIL ADDRESS (REQUIRED; EITHER HOMEOWNER OR CONTRACTOR) 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: L: R: Rear Building Height Bldg. Square Footage Open Space Footage (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 0 DON'T KNOW Q YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT 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 O 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. SECTION 5- DESCRIPTION OF PROPOSED WORK(check all applicable) New House (l Addition ❑ Replacement Windows Alteration(s) n Roofing n Or Doors El Accessory Bldg. ❑ Demolition ❑ New Signs [O] Decks [El Siding[O] Other[©] Brief Description of Proposed Installation of a 5.11 kW DC PV system with(14)panels 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 k. 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 Deborah Eaton and Bryan Bruce as Owner of the subject property PV Squared (Pioneer Valley Photovoltaics) hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. See Attachment A See Attachment A Signature of Owner Date PV Squared 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. Daniel Gomez Print Name 4/15/2021 Signature of Owner/Agent Date SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: Daniel Gomez Gonzalez License Number 43 Hatfield St. Northampton, MA 01060 CS-111266 Address Expiration Date 03/14/2023 Signature Telephone / - 413-772-8788 9. Registered Home Improvement Contractor: Not Applicable ❑ Pioneer Valley Photovoltaics Cooperative Company Name Registration Number 311 Wells Street, Suite B, Greenfield, MA, 01301 140077 Address Expiration Date 413-772-8788 Telephone 09/15/2021 SECTION 10-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 i No ❑ DocuSign Envelope ID:FFDB9D9F-2212-417E-8BE1-4D7A78C1A3C1 Attachment A AUTHORIZATION TO PROCEED AND SERVE AS AUTHORIZED AGENT I hereby agree to the Project as set out above, and I agree to pay the contract price according to the Terms of Payment. I further agree to the Terms and Conditions attached hereto as a part of this Proposal and Agreement. I hereby authorize Pioneer Valley PhotoVoltaics Cooperative to proceed with the above-referenced Project in accordance with this Agreement. I further authorize Pioneer Valley PhotoVoltaics Cooperative, or its designated representative, to obtain required permits for this project on behalf of the Owner. I will allow any photographs or videos of this project to be used by Pioneer Valley PhotoVoltaics Cooperative for marketing purposes.A check for the First Payment is enclosed and I am returning this Agreement within 21 days of the Proposal date. Deborah G Eaton 3/2/2021 I 9:29 PM EST Printed Name Date EDoeuSipned by: ti•eratt, tottDk, System Owner BCABAOFFE7C44B7... Signature Title Make a Payment Online Proposal and Agreement B 00016295 Page 6 of 12 Deborah Eaton and Bryan Bruce-February 25,2021 Commonwealth of Massachusetts 1111 Division of Professional Licensure Board of Building Regulations and Standards Cons/,Fuet dr t$pproisor L , CS-111266 111.10• Expires: 03114/2023 ; DANIEL GOI Z-GONZA�LEZ 43 HATFIELD TREET ,r NORTHAMPTC,J MA 01060 "4.0 -rIP- Commissioner dilee Office of Consumer Affairs and Business Regulation 1000 Washington Street- Suite 710 Boston, Massachusetts 02118 Home Improvement Contractor Registration Type: Supplement Card Registration: 140077 PIONEER VALLEY PHOTOVOLTAICS COOP Expiration: 09/15/2021 311 WELLS ST SUITE B GREENFIELD,MA 01301 &CA l O �� Update Address and Return Card. ii. /,,,wviieiieiwi//A i`. /4l4.7.14i4"//.: Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE:Supplement Card before the expiration date. If found return to: Registration EXoiretion Office of Consumer Affairs and Business Regulation 140077 09/15/2021 1000 Washington Street - 710 PIONEER VALLEY PHOTOVOLTAICS COOP Boston,MA 02118 MAYA FULFORD 7 _ 311 WELLS ST SUITE B (/e�fiw�fc GREENFIELD,MA 01301 Undersecretary of vali ithout sIgna e A`ORO® CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) 12/22/2020 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 pollcy(ies)must have ADDITIONAL INSURED provisions or 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 Kathy Parker NAME: Webber&Grinnell PHONE (413)586-0111 FAX (413)586-6481 (A/C.No.EM): (A/C,No): 8 North King Street E-MAIL kparker@webberandgrinnell.com ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# Northampton MA 01060 INSURER A: Ohio Casualty/Liberty 24074 INSURED INSURER B: Ohio Security/Liberty 24082 Pioneer Valley PhotoVoltaics Cooperative,Inc. INSURER C: Continental Indemnity/AUW Attn:Kim Pinkham INSURER D: 311 Wells Street,Suite B INSURER E: Greenfield MA 01301 INSURER F: COVERAGES CERTIFICATE NUMBER: CL20122214681 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 TR TYPE OF INSURANCE INSDDD �WVD POLICY NUMBER UBR POLICY EFF POLICY EXP {MM/DD/YYYY) (MMIDD/YYYY) LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED CLAIMS-MADE X OCCUR PREMISES(Ea occurrence) $ 300,000 MED EXP(Any one person) $ 15,000 A BKS57072282 01/01/2021 01/01/2022 PERSONAL BADVINJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY ECT LOC PRODUCTS-COMP/OP AGG $ 2.000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 (Ea accident) ANY AUTO BODILY INJURY(Per person) $ B OWNED SCHEDULED BAS57072282 01/01/2021 01/01/2022 BODILY INJURY(Per accident) $ _ AUTOS ONLY X AUTOS X HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY X AUTOS ONLY (Per accident) Underinsured motorist $ 300,000 UMBRELLA LIAB _ OCCUR EACH OCCURRENCE $ 5,000,000 A EXCESS LIAB CLAIMS-MADE US057072282 01/01/2021 01/01/2022 AGGREGATE $ 5,000,000 DED X RETENTION$ 10,()00 $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER C ANY PROPRIETOR/PARTNER/EXECUTIVE N/A 375928710101 01/01/2021 01/01/2022 EL EACH ACCIDENT $ 1,D00,000 OFFICER/MEMBER EXCLUDED? . . (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1.°0(000 Business Pers Property $1,820,700 Commercial Property A BKS57072282 01/01/2021 01/01/2022 Installation $25,000 Transportation $75,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Worker's compensation includes MA and NY CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Proof of Insurance ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD The Commonwealth of Massachusetts ,1 Department of Industrial Accidents _;elel_ 1 Congress Street,Suite 100 1::I Boston, MA 02114-2017 .�. WWW.mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/organization/Individual): Pioneer Valley PhotoVoltaics Cooperative Inc. DBA PV Squared Solar Address: 311 Wells Street, SuiteB City/State/Zip:Greenfield MA 01301 Phone#:413-772-8788 Are you an employer?Check the appropriate box: Type of project(required): 1.0 I am a employer with 48 employees(full and/or part-time).* 7. ❑New construction 2. 1 am a sole proprietor or partnership and have no employees working for me in 8. Remodeling any capacity.[No workers'comp.insurance required.] 3.0 I am a homeowner doing all work myself.[No workers'comp.insurance required.]r 9. El Demolition 10❑Building addition 4.11 I am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers'compensation insurance or are sole 11.❑Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5.0 1 am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.❑RoOf repairs These sub-contractors have employees and have workers'comp.insurance.t 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14.['Other Solar PV 152,§1(4),and we have no employees.[No workers'comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:Continental Indemnity/AUW Policy#or Self-ins.Lic.#:37-592871-01-01 Expiration Date:01/01/2022 Job Site Address:34 Ford Crossing City/State/Zip: Northampton, MA Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152, §25A is a criminal violation punishable by 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$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby ce :r t e ai s and penalties of perjury that the information provided above is true and correct 140 Signatu• . % = , Date: 4/30/2021 Phone#:413 7 87 8 Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: EATON RESIDENCE N SITE MAP 34 FORD CROSSING ®;,, ,�//-�- � is cc,SOLAIOSGe NORTHAMPTON, MA 01060 - ��, Q. 41111111kr PHONE:(413) 222-5630 i E-MAIL:EBTHEKNOLLS@GMAIL.COM �-- 1`,, ..- - � so , / w U Z o � � w � Q 5.11 KW DC j cn ROOF MOUNTED PHOTOVOLTAIC SYSTEM _ S Z PHOTOVOLTAIC SYSTEM DETAILS - 1 • .- ., Z CC o- • MODULES =REC REC365AA BLACK 365W (14 PCS) 4 r/ i1 O O • INVERTER = SOLAREDGE SE5000H-US(I PCS) ��• , A�l ,• •s 1114 . _ • RACKING SYSTEM = IRONRIDGE XRI00 W/ QUICKFOOT �• =- I. t •` \ Q I__ In PO Cr •DATA ACQUISITION = SOLAREDGE CONSUMPTION MONITORING O Z AUTHORITY HAVING JURISDICTION N•BUILDING AUTHORITY =KEVIN ROSS, (413) 587-1239 ® VICINITY M A P • ELECTRICAL AUTHORITY=ROGER MALO, (413)587-1239 •CODE REFERENCE = 2020 NEC p •"—"p ,,, • ELECTRICAL UTILITY COMPANY = NGRID �.• �a DESIGN CRITERIA w--o sg •DESIGN WIND LOAD= 117 MPH `�- •DESIGN ROOF SNOW LOAD =40 PSF la§ wo 1-1 •EXPOSURE CATEGORY=C "'� " ,I- N$ -& 2 •HIGH TEMP (ASHRAE 2%HIGH) =32°C 1 "�''"" ago ib •LOW TEMP(ASHRAE EXTREME LOW) _-20°C p .... •ROOF TYPE =ASPHALT SHINGLE .:..p .,,,,;�,9 �� , w!t '.-Ai.' • p`u 5 a SHEET INDEX o „•--9 N PV-G.0 COVER PAGE �• PV-A.I ARRAY LAYOUT ''° PV-E.I LINE DIAGRAM LL1 PV-E.2 ELECTRICAL CALCS a \ LU N PV-P.I PLACARDS p • Q — Oar `. o 12 0 z ROOF CONSTRUCTION • ROOF TYPE = ASPHALT SHINGLE € • • PV ARRAY =263 SQUARE FEET DESIGN INPUTS-SATELLITE IMAGERY 8 FIELD MEASUREMENTS • TYPICAL ATTCHMENT SPAN = 48' w. �a • MAX ATTACHMENT SPAN = 76' Co nomaste • MAX CANTILEVER = 30.4' N Qo soma • ATTACHMENTS SHALL BE STAGGERED SO THE LOAD IS DISTRIBUTED EVENLY TO TRUSSES UNDERNEATH THE ARRAY MODULE CLAMP ZONES CDMODULE MODEL: REC365AA BLACKilit CD MODULE DIMENSIONS: 67.75' X 40.00' W Z — CLAMP BETWEEN: U O 8.2' - 23.8'ON THE LONG SIDE Z (n Q w 4' - 9.8' ON THE SHORT SIDE wp 0O z_ Y cn Z _'ti LLJ w It MAIN SERVICE PANEL-INTERIOR(BASEMENT) 0 0 Z Q _ W N� ~ INVERTER-INTERIOR(BASEMENT) ix O Z 8.888, Jetr 4/ DC TRENCH 3mo mo u METER/MAIN-EXTERIOR T-44S 4o PV AC DISCONNECT-EXTERIOR JL„L �'o� o (,+ PV DC DISCONNECT-EXTERIOR E!o a & ,' ti.. � 3 o il 0 RAIL ARRAY INFORMATION ATTACHMENTS Q Q STRING CONFIGURATION CC p o MOD QTY IL. TRUSSES,za O.C. STRING SIZE DOES NOT VARY Ct TILT 30° STRINGS QTY Q Q AZIMUTH 155' STRING I 14 Jab nun Thies Type Oty Ply 34 Ford Crossing Northampton, MA 15120721JRG TO1 COMMON 11 1 UniversalForestProductsJob Reference( ) 7.840■ pr 8 2016 MITek lndustnes,Inc Mon Jun 20 07:33 30 2016 Pa 1 ID:3LNIIH9Ot_CKdN4THq(TGryt�xhsepiNFOPG06vpTL!YXButsutMER8U_Zp(,wVIy9Pz4TV e -1.2-8( 6-0-0 ( 11-0-0 ( 16-0-0 ( 22-0-0 )23-2-8{ 1-2-8 6-0-0 5-0-0 5-0-0 t-0 0 1-2-8 Set` Sule a 1 41.• 4 7.00rt{ 1.ea113 to 77 164 � e f . \ t1 t4 2 s 5 16 � at _ �; — -- ere I� 7 _:12 a to u e u 4/611 bee II 8-0-0 I 14.0-0 I 22-0-0 --I 8.0-0 6-0-0 8-0-0 Plate Onsets(XY)_-12:0-3-8,Edge1,N:0-3-8,0-2-81,16:0a•e,Edge1(8:0-3.0,0-3-01 —- LOADING(Pa) SPACING- 2-0-0 CM. DEPL in (loc) ydefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.14 8-0 >999 240 MT20 197/144 TRoot Snow--40.0) Lumber DOL 1.15 BC 0.58 Vert(TL) •-0.20 9-12 >999 180 Rep S BCDL 10.0 Code IRC2009/TP12007 (Matrix-M) Wnd(LL) 0.02 0-12 >999 380 Weight 84 lb FT=4% LUMBER- BRACING- TOP CHORD 2x4 SPF 2100E 1.8E TOP CHORD Structural wood sheathing directly applied or 5-08 oc purtins BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracinlg. WEBS 2x4 SPF No.2 WEDGE left 2x4 SPF No 2.Right 2x4 SPF No.2 REACTIONS. (Ib/size) 2=1611/0-3-8(min.0-2-8),8=1811/0-38(min 0-2-8) Max Horz2=146(LC 7) Max Uplift2=74(LC 8),6=-74(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(b)or less except when shown. TOP CHORD 2-11=-719/0,3-11=-2201/283,3-18=-1914/290,4-18=-1782/313,4-17=1782/313,517=-1914/293,5-14=-2201283,8-14=-719/0 BOT CHORD 10-12=-78/573,9-12=-127/1770,9 18=0/1239,18-19=0/1239,8-19 0/1239,8-15=-127/1770,13-15=-32/573 WEBS 44=101F779.5-8=-805/181,4-9=-101/779,3-9=4305/181,2-10=-926/133,11-12=-412/189,10-11=-001/114.2-12=-84/830, 8-13=-928/133,14-15=-412/189,13-14=-001/114,6-15=-84/830 NOTES- 1)Wind:ASCE 7-05,100mph,TCDL=5.0pst;BCDL=5.0psF In,=2/8;Cat II;Exp B;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone,cantilever left and right exposed;C-C for members and forces 6 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.33 2)TCLL:ASCE 7-05;PY-40,0 psi(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for gas design. 4)This truss has been designed for greater of min roof live load of 18.0 psi or 2.00 times gat roof load of 40.0 psf on overhangs non-concurrent with other live loads 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-8-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Provide mechanical connection(by others)of truss to beanng plate capable of withstanding 10016 uplift at joint(s)2,8. 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802 10.2 and referenced standard ANSITTPI 1 9)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this suss LOAD CASES) Standard 1 . JOHN hi in di PRESLEY chlL 4..) No 13026 in 6 t� 6er q C/STEavO%44' F�bNAL E6 Th,.nun,or n Ix fad...td pee ANSVTPI yuakly m iao wr.nl. Pl.rr shall la of use and typt.lurwn aid«awd at ponc.Laden Warsaw wird Tlu dnign I.hid upon porainciorr awn.and o.In an'min./old hiding component n tr innalkd and Waded vertically Applw-.hl.y of design puamnen and propel War pontoon of cvmponeni to crapn..batty of the Building Drupon BwlJin,Denpoa dill verify all draw (i) nkrmrim on Mir ohm fa.aluraun.r nth c nd.an.and requirement.of the.p.i6•hiNng and dooming ondn and crOmancn Buikbng Dn.ig,n Grasp.roapre..Bli.y kr Mc wina or accuracy of liar okugn nkrmw.n.a k may rpatc I.,a specific hiking Cenit.aeon io valid only Men duo or layncatod by•Lll ..rnlrty.Bracing Awl is Fr lonal nppin on ono.member only and we,not replace era-lion and permanent lawn, alien to Booking Comp.nenl Shay Information rBCSII for mend gn.dawn rending wow.dehlery..+.000 and hinong available front SBCA and Trio..Ilalc Inuanc Job Tars Twee Type 01Y PlY 34 Ford Crossing Northampton, MA 15120721 JRG T01 GE COMMON SUPPORTED GAB 2 1 Job Reference(optional) UNversd Forest Products 7.840 s Apr 8 2016 Welt Industries,Inc.Mon Jun 20 07:33:31201E Pegs 1 53:3LNNFlgQt_CKdN4THgtTdcy9#Is-KsGmS8Qu8Q1 g5UEk5uP806QbkcUj2Dm891 VIrz4T/a -1-2-8 10-0-0 11-0.0124-0 22-0-0 23-2-8 1-2-8 ( 10-0-0 11-0-0(1-0-0( 10-0-0 ( 1-2-8 some n 1:42.e 444 7 a a �10 • 7.00 fir a • 11 31 3e 8 W2 30 • 20 II 2301= 12 4 _ a I Ml'i aT4 13 41 aT: tin A • xb4= 2x+ ue/I a = art • aT sT • 2 �7CXX-X7CXXXXXXXXXXXXXX '�-` 1d SxB II 27 26 26 24 23 22 21 20 19 lb 17 16 3x8 II 3a4= ( 10-0-0 III-0-0 12-0-0 22-0.0 104}0 1-0-0 1-0-0 10-0-0 Plate OBsefs(XV)-12:03.8,Eduel,114:03-8,Edael T LOADING(�.0 SPACE 2-0-0 CSI. DEFL. in (tic) Udell Ltd PLATES GRIP (Roof SnoM400) Plata Grip DOL 1.15 TC 0.1E Vert(LL) -0.03 15 oft 180 MT20 197/144 TCDL 15.0 Lumber DOL 1.15 BC 0.08 Vert(TL) -0.02 15 oft 80 BCLL 0.0• Rep Stress Inc( YES INS 0.12 Horz(TL) 0.00 14 nra ran BCDL 10.0 Code IRC2009RPI2007 (Matrix) Weight:113 lb FT=4% LUMBER- BRACING TOP CHORD 2x4 SPF 2100E 1.8E TOP CHORD Structural wood sheathing directly applied or 8-0-0 oc purlins. BOT CHORD 2x4 SPF No.2 ROT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 JOINTS 1 Brace at Jt(s).28.31,32 OTHERS 2x4 SPF No.2 WEDGE Left:2x4 SPF No.2,Right:2x4 SPF No.2 REACTIONS. All bearings 22-0-0. (lb)-Max Horz2=153(LC 7) Max Uplift Al uplift 100 b or less at pings)2,24,25,26,27,20,18,17.18,14,23 Max Gray AN reactions 250 lb or less at joint(s)26,17,23,21,22 except 2=356(LC 12),24=253(LC 2),25=337(LC 2).27=347(LC 2), 20=253(LC 9),18=337(LC 3),18=347(LC 3),14=358(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-Ail forces 250(b)or less except when shown. WEBS 5-25=-294/84,327=-286I105,11-18=-294/84,13-18=-286/105 NOTES- 1)Wind.ASCE 7-05;100mph;TCDLc5.Opsf;BCDL=5.0psf,h=24fL Cat.II;Exp B,enclosed,MWFRS(low-rise)and C-C Exterior(2)zone,cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1 60 plate grip DOL=1.33 2)Truss designed for wind bads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSVTP)1. 3)TCLL:ASCE 7-05;Pf--40.0 psf(flat roof snow);Category 11;Exp B;Partially Exp.Ct=1 1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads 8)All plates are 1.5x3 MT20 unless otherwise indicated 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 2-0-0 oc. 9)This truss has been designed bra 10.0 psf bottom chord live load nonconcurenl with any other live loads. 10)'This truss has been designed for a hve bad of 20 Opsf on the bottom chord in all areas where a rectangle 3-8-0 tall by 2-0-0 wide will fit between the bottom lard and any other members. 11)Provide mechanical connection(by others)of buss to beanng plate capable of withstanding 100 b uplift at joints)2,24,25,28,27,20,18,17,16,14,23. 12)Beveled plate or shim required to provide full bearing surface with truss chord at pints)2. 13)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1 14)'Semi-rigid pitchbreaks including feels-Member end fixity model was used in the analysis and design of this fuss. LOAD CASE(5) Standard JOHN M PRESLEY CIVIL 6 1 /No 43029 of fsn,, ` AONAI This trust is In R r bwxcd p.ANSVIPI e k yroinuernent,ruin.hall R d sea md yp Mutsu and centered in punts k otherwise all lift•&sip is based upon pww.ir.m dv..n.lad is for an with.Moat barking COMP011ent to le innslkd and kankd sertuvily.Applicability of design psoimeirn end proper incorporation d...moment is responadhlny d Me Building Da0.gm Building Domino dull mill)all deign (;t;J inform NM MI this.haoi to.conformanse yogi emilitionsall requiremenis id the speadfis building and governins cedes and onititaner,a ildi g Designer tiumpis rc.pn.itahy for du corm-me.or mammy M ihr design inhum n a.ii may.Male m."milk building Cmibation is valid only when now is fabricated by a MP company Brains shown is kr Waal rapport d Irnim members mly rid Ma.MA'apiece elation and permanent tabbing u.k.to Building Cimpnatt Safely Infrmai.,IBCSII for amend guidance regarding coat.delivery.rnnow and braving.railabk from 5B('A and To...Blair la.ladc 11t" 4 qo p .lioc OST TRUSTED REC ,,, h ti ,i , ;,�� ,4, : %, ;i ?,, -., tk.Aii- ..c) :,,, ),) :‘,4"3:11 41 ° fAP' I i p r 1" I, Ai.. i 4 1 A I-' REE ALpHa ,'+Ys.1.*.4 4 I' k BLAU< 5ERIE5 , _ . . ,, e1 inter EXPERIENCE 25 YEAR award I 375 cc WP _ _ 49 2020 � �3'Nd�' WINNER POWER ELIGIBLE FOR PERFORMANCE ♦CERTIFICATIONS IEC 612'15:2016,IEC 61730:2016,UL 1703,UL 61730 172112.5[67.75 t 0.1] .-....... ... ___... ... __.... 28(1.11 802[31.51 10-4455[17.91 IEC62804 PID -- _ ° ,� IEC 61701 Salt Mist + IEC 62716 Ammonia Resistance L -I M----" 1000[39)' UL1703 Fire Type Class 2 IEC 62782 Dynamic Mechanical Load • IEC 61215-2:2016 Hailstone(35mm) A54040.2 NCC 2016 Cyclic Wind Load 8 % P 15014001:2004,ISO 9001:2015,OHSAS18001:2007,IEC 62941 o �saCE � O . • O+1 g 1130.2 f WARRANTY v;[0.4310.6] '° - - • Standard. REC ProTrust lore: Installed by anREC Certified R 20.5±0.5 Solar Professional No Yes Yes c -(0.78±0.08] 1200[471 M--•-At System Size All e25 kW 25 500 kW . 1 Product Warranty(yrs) 220 . - 25 25 Power Warranty(yrs) "..25• • :25 • 25 • • 4511.5] 223[0.9] 621 t3 124.5±0.12] . ---- •-••_ LaborWarranty(yrs) 0. 25. . • '10� 30[1.1$] .... -- _ - Power in Year 1 Measurements in mm[in] 98% 98% 98% f GENERAL DATA Annual Degradation 025% 025% 025%. 120 half-cut cells with REC Power inYear25 92% 92% 92% StSubliMC4PV KBT4/K5T4,12AWG(4 See warranty documents for details.Conditions apply. Cell type: heterojunction cell technology Connectors: in accordance with IEC 62852 6 strings of 20 cells in series 1968 only when connected MAXIMUM RATINGS Glass: 0.13in(3.2 mm)solar glasswith Cable: 12AWG(4mm')PVwire,39+47in(1+12m)in Operationaltemperature: 40..+85°C anti-reflectIon surface treatment accordance with EN 50618 Highly resistant 67.8x40x1.2in(1721x1016x30mm) Maximum system voltage: 1000V Backsheet: polymeric construction(black) Dimensions: 18.8sgft(1.75m2) Design load(+):snow 4666Pa(97.5lbs/sgft)' Maximum test load(+): 7000 Pa(146 lbs/sq ft)* Frame: Anodized aluminum(black) Weight: 43 lbs(19.5 kg) Design load(-):wind 2666 Pa(55.61bs/sgft)' Junction box: 3-part,3bypass diodes,IP67rated Origin: Made in Singapore Maximum test load(-): 4000Pa(83.5lbs/sgft)* in accordance with IEC 62790 - Max series fuse rating: 25A 2 ♦ ELECTRICAL DATA Product Code:RECxxxAA Black Max reverse current: 25 A 1 Power Output-PMAX(Wp) 355 360 365 370 375 8 ...._ Calculated using a safety factor of1.5 a, Watt Class Sorting-(W) -0/+5 -0/+5 -0/+5 -0/+5 -0/+5 'See installation manual for mounting instructions ¢4° Nominal Power Voltage-VMPP(V) 36.4 36.7 37.1 37.4 37.8 ♦TEMPERATURE RATINGS' a L) Nominal Power Current-Imp,(A) 9.77 9.82 9.85 9.9 9.94 Nominal Module Operating Temperature: 44C(±2°C) i- LI/ Open Circuit Voltage-Vc,(V) 43.6 43.9 44.0 44.1 44.2 Temperature coefficient ofPMA.: -0.26%/°C 1 Short Circuit Current-I,(A) 10.47 10.49 10.52 10.55 10.58 Temperature coefficient ofVoc: -0.24%/°C K Power Density(W/sgft) 18.88 19.15 19.41 • 19.68 19.94 Temperature coefficient of is,: 0.04%/°C g. ... .. ................... Ln PanelEfficiency(%) 20.3 20.6 20.9 21.2 21.4 'The temperature coefficients stated are linear values Power Output-PMAx(WP) 271 274 278 282 286 ♦LOW LIGHT BEHAVIOUR o Typical low irradiance performance of module at STC: Nominal Power Voltage-VMPP(V) 34.3 34.6 35.0 35.2 35.6 0 zNominal Power Current-IMPP(A) 7.89 7.93 7.96 8.00 8.03 - o Li L OpenCircuitVoltage-Voc(V) 41.1 41.4 41.5 41.6 41.6 I ' 5 Short Circuit Current-Isc(A) 8.46 8.47 8.50 8.52 8.55 g m N Values at standard testconditions(STC:air mass AM1.5,irradiance 10.75W/sgft(1000W/m'),temperature 77°F(2S'C),based onaproduction z m spread with a tolerance ofP V 8dIsc*396 within one watt class.Nominal module operating temperature(NMOT air mass AM1.6 irradiance 6B 2 800W/m2,temperature 0-C),windspeed33ft/s(1m/s)*Wherexxx indicates the nominal power class(P, lat STC above. Irradiance(W/m') 2 A , +q.4 ' , /, .4 REC Group is an international pioneering solar energy company dedicated to empowering ® ^ ,• - k '" ' '1 1 consumers with clean,affordable solar power in order to facilitate global energy transitions. I • . I. }�,s ' Committed to quality and innovation,REC offers photovoltaic modules with leading high quality, rA 1 if.,• I. .' 2 ,. k , ,, j, backed by an exceptional low warranty claims rate of less thanlOOppm.Founded in Norway in1996, www.r." ' <. y A . , i' REC employs 2,000 people and has an annual solar panel capacity of 1.8 GW.With over 10 GW '❑� , °� n r,,. ' ft d ! installed worldwide,REC is empowering more than 16 million people with clean solar energy.REC s A • r !,,,{'11 t • Groupis a Bluestar Elkem company with headquarters in Norway,operational headquarters in '1 P Y 9 Y P q Singapore,and regional bases in North America,Europe,and Asia-Pacific. 1' o • ISy 1 4 1 Cut Sheet IRONRIDGE XR100 Rail See1scrijnj Rail Section Properties Property Value Total Cross-Sectional Area 0.582 in2 .66 Section Modulus (X-axis) 0.297 in3 .46 Moment of Inertia (X-axis) 0.390 in' I Moment of Inertia (Y-axis) 0.085 in4 Torsional Constant 0.214 in3 Polar Moment of Inertia 0.126 in4 1.99 APPROVED MATERIALS: 2.44 6005-T6, 6005A-T61, 6105-T5, 6N01-T6 2.34 (34,000 PSI YIELD STRENGTH MINIMUM) _1 .58 - 1.25 Clear Part Black Part Description/Length Material Weight Number Number XR-100-132A XR-100-132B XR100, Rail 132"(11 Feet) 7.50 lbs. XR-100-168A XR-100-168B XR100, Rail 168"(14 Feet) 6000-Series 9.55 lbs. XR-100-204A XR-100-204B XR100, Rail 204"(17 Feet) Aluminum 1 1.60 lbs. v1.1 Cut Sheet hi* IRONRIDGE XR100 Bonded Splice XR-100 RAIL 'ad" fo11 12.0 400 �11 XR-100-SPLC-BD KIT, XR100 BONDED SPLICE 1) Splice, XR100, Mill 12" long 2) Screw, Self Drilling • 011) 1.24 .63 —II- 1.93 .31 poi ) 0.42 .15--0-1 —� .93 #12-14 TYPE "B"THREAD Property Value Property Value Material 6000 Series Aluminum Material 300 Series Stainless Steel Finish Mill Finish Clear v1.0 ( QuikFoot PRODUCT GUIDE 0 Exploded Product View/B.O.M. - 1 Installation Instructions - 2 . f Cut Sheets -3 � Specifications -4 CL., LU V 1 _ ��4 I-- o9a EcoFasten Solar • QuikFoot— Product Guide Exploded Product View, Bill of Materials Materials Needed for Assembly E3 Item No. Description of Material/Part Quantity 1 QuikFoot Base Plate 1 ;111.1 ! 2 Fastener(Length to be determined) 2 O3 QuikFoot Flashing 1 or 4 EPDM Washer 1 ....1 O - 5 L-102-3"Bracket*(other options available) 1 . CP O 6 5/16"EPDM Bonded 18.8 SS Washer 1 7 3/8"Stainless Steel Hex Nut 1 Z 3 CD O 414 Required Tools Cid ow 0I d6 3 p.....,.....„,,,,........,,..,,..,, V111 164 L, ill 111 C-T4 VOI D04 . tr gh 877-859-3947 EcoFasten Solar°All content protected under copyright.All rights reserved.10/09/14 1.1 EcoFasten Solar products are protected by the following U.S.Patents:8,151,522 B2 8,153,700 B2 8,181,398 B2 8.166,713 B2 8,146,299 B2 8,209,914 B2 8.245,454 B2 8.272,174 B2 8,225,557 B2 ' ..' j 1 i,.; a' '1 ,01 l ,l,,;,, , f QuikFoot— Product Guide Cut Sheets: QF-AL-Base $1 ; 'i.li''.V,, .i. 11 • 2X 0 .33in [.8.38mm] ;■■1di‘ tt p 0 C E .E E 55 to N Lti M N C illid CA tit 0--- r I —....1 1 .50in L.— Co) [38.10mm] ITI 3/8"-16 Stud QC ,.7c E .0 E ooa Q F-N1 : 1 .5, QF-L 1 .75" t IldilIPIIIIIIIIIII II. 11. 1im 1 1 877-859-3947 EcoFasten Solar'All content protected under copyright.All rights reserved.10/09/14 3.1 EcoFasten Solar products are protected by the following U.S.Patents:8,151.522 B2 8,153,700 B2 8,181,398 B2 8.166.713 B2 8.146,299 B2 8.209.914 B2 8.245,454 B2 8,272.174 B2 8.225.557 B2 QuikFoot— Product Guide Cut Sheets: QFL-812 R.38in \[9.53mm] .032in 4� [0.81mm] [� A w Cip ... 110) imi CA 12.00in r 304.80mm w0mik 6-1 1 O . i V 0 ;MI) 3.00in y �A [ 76.20mm] `=J I a T �vQe � , .50in n by 8.00in [ 12.70mm] [203.20mm] 877-859-3947 EcoFasten Solar All content protected under copyright.All rights reserved.10/09/14 3.2 EcoFasten Solar products are protected by the following U.S.Patents:8,151.522 B2 8.153,700 B2 8,181,398 B2 8,166,713 B2 8,146.299 B2 8,209,914 B2 8.245,454 B2 8,272,174 B2 8,225,557 B2 r ir QuikFoot- Product Guide Cut Sheets: Bracket Options-SCL-101-3 ii 3/8' co 5 A f C 46 SERRATIONS riMillio 'Cr i'',1 T +J b r.7. .til L 1 7/8" = R1 /16„ 1/4co 1/16 3/4, r _ j R.005 �/ R.O10 ;LI) [ 2XR.Ol ©��t , e 60.00° Q . ° + 006 ooA ': _ 0 3/8"-.002 _ 1/8" 7/8" X 82° DETAIL A SCALE 3:1 1„, . i i, , 877-859-3947 EcoFasten Solar®All content protected under copyright.All rights reserved.10/09/14 3.7 EcoFasten Solar products are protected by the following U.S.Patents.8,151.522 B2 8,153,700 B2 8.181.398 B2 8,166.713 B2 8,146.299 B2 8,209,914 B2 8,245,454 B2 8,272.174 B2 8.225.557 B2 QuikFoot- Product Guide SpeciFications PART 1 -GENERAL 1.1 SUMMARY 1.3 SUBMITTAL A. WORK INCLUDES A. Submit manufacturer's written specifications. B. Base plate is 6000 series aluminum with one 1. QuikFoot base plate attachment bracket that B. Submit standard product cut sheets. PEM Type Press-In Stud 18.8 SS. attaches directly to the roof deck. C. Submit installation instructions. C. Fasteners to be compatible with chosen roof 2. Provide appropriate bracket and fasteners D. Submit product specific load test data,showing application and meet specified pull out values for the roof system. ultimate and allowable load values specific to as shown in load test data. tit B. RELATED SECTIONS the roof deck specified for the project. D. Counter flashing is.032 gauge aluminum em- bossed Section 07600 Flashing and Sheet Metal bossed to accept shape of stainless steel base 2.Section 07500:Roofing 1.4 QUALITY ASSURANCE plate O 3.Division 1:Administrative and Procedural Requirements Installer to be experienced in the installation of specified roofing material for no less than 5 years in 2.3 FINISH Cip 4.Division7:Thermal and Moisture Protection the area of the project. 1.2 SYSTEM DESCRIPTION A. Bracket is mill finish aluminum A. COMPONENTS: 1.5 DELIVERY/STORAGE/HANDLING B. Base flashing-Black-kynar painted 1. QuikFoot system consists of aluminum Inspect material upon delivery.Notify manufacturer bracketand base plate with(1)stainless steel within 24 hours of any missing or defective items. PART 3 -EXECUTION vstud,(1 stainless steel nut,( EPDM washer Keep material dry,covered,and off the ground until +114 and(1)bonded stainless steel and EPDM installed. 3.1 EXAMINATION washer. A. Substrate:Inspect structure on which brackets CA 2. Fasteners PART 2-PRODUCTS are to be installed and verify that it will with- A.To be of metal compatible with QuikFoot stand 2.1 MANUFACTURER bracket. any additional loading that maybe incurred. B.Fasteners should be selected for compat- ibilityEcoFasten Solar 289 Harrel Street,Morrisville,VT 05661 B. NotifyGeneral Contractor of anydeficiencies O with the roof deck. C.Fastener strength should exceed or be (877)859 3947 before installing EcoFasten Solar brackets. equal to that of the allowable load of the www.ecofastensolar.com877) 59-39 Vsystem.See test data at C. Verify that roofing material has been installed www.ecofastensolar.com 2.2 MATERIALS correctly prior to installing solar attachment 4 I I IIA brackets. 3. Sealant(if required by roof manufacturer): A. Attachment Bracket 6000 Series Aluminum(choose one) to be roof manufacturer approved. 3.2 INSTALLATION QQ 4. Aluminum counter-flashing 1.CP-SQ-Slotted A. Comply with architectural drawings and project 5. Aluminum attachment bracket 2. F-111-A engineer's recommendations for location of Q D 3.P 3 CSK system.Comply with Manufacturer's written in- IAB. DESIGN REQUIREMENTS: 4.SCL-101-3 stallation instructions for installation and layout. v 1. Bracket spacing to be recommended by 5. L-102-3" project engineer. 6.L-102-6" 2. Install a minimum of two fasteners per 7.Z-101 base plate. 8.Comp Slide 3. It is important to design new structures or 8.Custom assess existing structures to make sure that they can withstand retained loads. 877-859-3947 EcoFasten Solar'All content protected under copyright.All rights reserved.10/09/14 4.1 EcoFasten Solar products are protected by the following U.S.Patents:8,151,522 B2 8,153,700 B2 8,181,398 82 8,166,713 B2 8,146,299 B2 8,209,914 B2 8,245.454 B2 8,272,174 B2 8.225,557 B2 3/8" ea A 46 SERRATIONS M ;o 1 7/8' -- R 1/16" 1 /16 _ _� ', 1/4 o0 R.005 R.010 ill. 2X R.OI e60.00° 0 3/8"-.002 Y 1 /8" 0 7/8" X 82° DETAIL A X = +/- .1 SCALE3:1 .XX = +/- .01 .XXX= +/- .005 289 Harrel Street pip Morrisville, VT 05661 S C L-101 -3 D4EcoFasten Solaro Toll Free Phone 1.877.859.3947 MATERIAL Toll Free Fax .888.766. 994 6000 SERIES ALUMINUM web www.ecofastensolar.com e-mail info@ecofastensolar.com SCALE: 1:1 1/6/2012 SHEET 1 OF 1 Pioneer Valley PhotoVoltaics Cooperative POLICY DOCUMENT #9 Current version adopted by the Board of Directors on April 28, 2011 INSTALLATION CREW OPERATING POLICY This policy applies to all PV Squared employees in Massachusetts, but is particularly directed at those involved in the installation of solar electric and other renewable energy systems (licensed electrician, learner/apprentice electrician, licensed constructor supervisor, supervised carpenter and laborer). When engaged in this work as an employee of PV Squared on a PV Squared project site, activities of PV Squared employees are covered under the General Liability Insurance maintained by the Cooperative. It is the intent of this policy to provide clarity to installation situations where the applicable codes and regulations are unclear, ambiguous, or silent. It is possible that a municipal building or electrical inspector could interpret the codes and regulations in a manner that differs from what appears here. But this policy sets out, in writing, how the cooperative interprets legal work requirements and unclear details. It is an internal consensus working model, intended to be revised and improved from time to time. As a general matter, a city's or town's Building Commissioner is charged with enforcing the State Building Code, Plumbing and Gas Code, Electrical Code and Architectural Access Code. The commissioner addresses concerns about the safety, accessibility and security of construction of homes and businesses. The commissioner also enforces zoning bylaws. In accordance with Massachusetts General Law, employees of the cooperative who perform electrical tasks and activities must hold a Massachusetts journeymen's electrician license or be under the direct supervision of such licensed personnel. These tasks and activities include installing electrical wiring, conduits, apparatus, devices, fixtures or other appliances for carrying or using the electricity associated with Renewable Energy Generators (electrically active solar photovoltaic modules, wind turbine-generators, hydroelectric generators, etc.). In no circumstances shall the Massachusetts licensed journeymen have more than one learner or apprentice working with him/her or under his/her supervision. Mounting structures come in a variety of configurations and have differing functional and physical characteristics. A structural component or assembly becomes associated with electrical work as the Renewable Energy Generator is electrically bonded to the mounting structure. Unless otherwise noted in M.G.L. c.143 §53 through §§60 inclusive, all structural work defined as follows shall not be required to be performed by a Massachusetts licensed journeymen electrician: • Structural improvements • Elements of a Renewable Energy Generator's support structure that fall under a building permit (e.g., assembly of top-of-pole mounting structure on steel pole with concrete foundation prior to execution of any required electrical bonding of the support structure and associated renewable energy generator (solar electric module) to the support structure Policy # 9 Installation Crew Operating Policy Pioneer Valley PhotoVoltaics Cooperative POLICY DOCUMENT #9 Current version adopted by the Board of Directors on April 28, 2011 • Roof-top mounting support structures including but not limited to posts, stand-offs, flashings, feet, and mounting rails • Operation of heavy equipment involved in moving, hoisting, digging and other tasks • Earth work, excavation and concrete work • Manual labor involved in moving loading and unloading of equipment • Moving, hoisting, and attaching an electrically bonded panel assembly (defined as one or more assembled and electrically bonded solar electric modules) to an existing structural support designed to host the panel assembly. Note however that construction of a panel assembly is an electrical task due to the required electrical bonding activities. Repair and Servicing of Installed Equipment Repair or replacement of an electrically bonded and/or energized renewable energy generator (e.g., installed solar electric panel) will be performed by a licensed electrician or properly supervised learner or apprentice working with the licensed electrician. Replacement of an installed inverter must be performed by a licensed electrician or properly supervised learner or apprentice working with the licensed electrician, if the work requires removal of AC and/or DC conduit and associated wiring that originates outside of the installed inverter (e.g., removal of external AC conduit and wiring between the inverter and point of interconnection with the on-site electrical service). Note that this activity may require a wiring permit in some local jurisdictions. This requirement also applies to the servicing of an installed inverter that involves replacement or repair of components and wiring internal to the pre-manufacturer inverter (i.e., factory installed components that were originally shipped with the inverter) even though such activity may not require a wiring permit. Replacement of an installed inverter may also be performed by a qualified technician who may or may not be a licensed electrician or properly supervised learner or apprentice working with a licensed electrician if the inverter is of a "plug and play" design. Such a qualified technician can also performed other tasks that include installation and servicing inverter-based performance monitoring systems (e.g., replacing internal communication cards, making "plug and play" ethernet connections, etc.), assuming these activities do not require creation of a new AC power source circuit to operate the communication system(s). Policy # 9 Installation Crew Operating Policy Non Electrical Work at a typical PV Squared installation: • All Material Handling tasks o Module prep and moving o Ladder lift set up o Ladder setup o Trash/recycling removal and sorting • Structural Improvements o All carpentry work • Roof Mount Array o Fall protection anchor setup and removal o Layout and mounting bases o Racking up to but not including"bonding/grounding related activities" o Leveling of racking o Sealing seams/patching roofing/additional flashing • Ground mount array o Site work, earth moving o Trenching/digging o Construction of racking up to but not including "bonding/grounding related activities" • Conduit run o Making holes in structure o Fire blocking, sealing penetrations o Stickers • Power Board o Build wall, hang plywood o Stickers • Interconnection o Stickers • Monitoring o Wifi options o Any"plug and play"devices o Programming of monitoring devices o Computer based activities • Installation completion o Final building inspections o Install pictures-See checklist o Update one line and roof drawings to reflect as built o Completion checklist o Notes for others o COC left onsite • Misc o Truck Organizing o Material List, ordering o Daily check-in o Customer interaction and training activities