Loading...
36-398 (2) 92 EMERSON WAY BP-2020-1182 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block:36-398 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-2020-1182 Project# JS-2020-001766 Est.Cost: $35506.00 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor., License: Use Group: PIONEER VALLEY PHOTOVOLTAICS 111266 Lot Size(sq.ft.): 11848.32 Owner: HARKAWlk DENNIS Zoning: Applicant. PIONEER VALLEY PHOTOVOLTAICS AT. 92 EMERSON WAY Applicant Address: Phone: Insurance: 311 WELLS ST - SUITE B (413) 772-8788 Workers Compensation GREENFIELDMA01301 ISSUED ON.512912020 0:00:00 TO PERFORM THE FOLLOWING WORK.-PV ON ROOF - 35 PANELS 11.2KWDC 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 Occupant Signature: FeeType: Date Paid: Amount: Building 5/29/2020 0:00:00 $75.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner Department use only .. City Of 401rth p Status of Permit: r BuildXg De artment Curb Cut/Driveway Permit " \ 2 M 'n St-'�o !/ Sewer/Septic Availability R 100 I''D Water/Well Availability Northa r ,c 010a Twq Sets of Structural Plans phone 413-587-12 13-58P;0272P ot/Site Plans loy'i��s Other Specify APPLICATION TO CONSTRUCT,ALTER, REP q 'Oa VAT R 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 92 EMERSON WAY, NORTHAMPTON,MA 01062 Zone Overlay District Elm St.District CB District SECTION 2 -PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: DENNIS P HARKAWIK and AVEN RENNIE 600 MAIN ST. UNIT 902, BUFFALO, NY 14202 Name(Print) Current Mailing Address: 585-435-7761 See Attachment A Telephone Signature 2.2 Authorized Agent: Pioneer Valley Photovoltaics 311 Wells St. Greenfield, MA 01301 Name(Print) Current Mailing Address: 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 14,202 (a)Building Permit Fee 2. Electrical 21,304 (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) 35,506 Check Number This Section For Official Use Only Date / Building Permit Number: �J�f Issued: Signature: Building Commissioner/Inspe for of Buildings Date buildingpermits @ pvsquared.coop EMAIL ADDRESS (REQUIRED; EITHER HOMEOWNER OR CONTRACTOR) snug R Q FQ PV Squared Solar I www.pvsquared.coop Phone:413-772-8788 1 Fax:413-772-8668 311 Wells St.,Ste.B(Greenfield.MA 01301 Rr . Som' MA Elec.Lic.A137641 MA HIC 140077 Dear Town Inspections Officials, Please see our enclosed applications to permit a Solar Photovoltaic System in your jurisdiction. As you are likely aware, PV Squared is a worker-owned-cooperative B-Corp, employing 40+ people in Greenfield. We have installed thousands of PV Systems out of our Greenfield, MA Headquarters since 2002. PV Squared is committed to complying with all Commonwealth laws and regulations. Our worksite guidelines are created with the intention of exceeding all safety, electrical, and building requirements as defined by their respective jurisdictional entities. This includes the work of people from multiple disciplines, including electrical engineering, structural engineering, civil engineering, electricians, construction supervisors, roofers, and their associated helpers. We are a company that values training and education. We make certain that every individual is qualified for the roles and responsibilities that they assume. It is our policy to pay for the employees travel and training time and cost of the education, including CSL and Journeyman and Master Electrician classes. As an electrical contractor we are furthermore guided by the January 30, 2009 Massachusetts Board of State Examiners of Electricians (BSEE)judgements, and rulings that have followed. We pay strict adherence to these mandates and all electrical work is conducted by an electrician and an electrician's apprentice in a 1:1 ratio. We also understand that non-electrical tasks associated with a Solar installation can be completed by non-electrical workers, such as CSLs and others. I have attached our installation policy for your review, as well as a list of example non-electrical tasks. Should you have any questions or concerns regarding this policy or delineation of work, please let us know. We are a learning organization that is always trying to improve on what we do. Respectfully, Maya Fulford Installation Manager 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 C% (Lot area minus bldg&paved parking) #of Parking Spaces Fill: (volume&Location) v A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO Q DON'T KNOW (j) YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DON'T KNOW (F) YES IF YES: enter Book : Paged and/or Document# B. Does the site contain a brook, body of water or wetlands? NO 0 DON'T KNOW ") YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained t Obtained 0 Date Issued: ..___..__. C. Do any signs exist on the property? YES 0 NO IF YES, describe size, type and location D. Are there any proposed changes to or additions of signs intended for the property? YES 0 NO 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 0 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 ❑ Addition ❑ Replacement Windows Alteration(s) ❑ Roofing ❑ Or Doors 171 Accessory Bldg. ❑ Demolition ❑ New Signs [p] Decks [O Siding [p] Other[O] Brief Description of Proposed INSTALLATION OF RACKING SYSTEM FOR SOLAR PV; 35 PV PANELS: 11.2 KWDC 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 DENNIS P HARKAWIK I, , 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. Jeannine Haendiges Print Name 4/16/20 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 03/14/2021 Signature Telephone /�XNALX, 413-772-8788 9.Registered Home tfnprovement 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.......W No...... ❑ DocuSign Envelope ID:CA9BAE40-C941-4006-81 F2-27C6D4BE5560 ATTACHMENT A PV Squared is committed to providing a high quality product and service and we look forward to working with you on your renewable energy project. Sincerely, Pioneer Valley Photovoltaics Cooperative G 7 / Chris Krezmien Design and Sales Team Attachments: A—PV Array Sketch General Terms and Conditions Right of Rescission 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. Dennis Harkawik 9/18/2019 1 11:27 AM EDT Printed Name Date DoeuSigned by: trtiA�tS RAYC"k owner OFD7841436D34C6... Signature Title Proposal and Agreement N 00015238 Page 6 of 11 Dennis Harkawik-September 17,2019 COMMOMvedith Of MaSS3ChUSe"S Division ()t Professional Locensure Board of Suilding ReguUtions and Standards constroction 's t)pery IS r CS-111266 F-opres: 030412021 DANIEL GOMEZ-GONZALEZ R![ 43 ,HATFIELD STREET NORTHAMPTON MA C1060 10 Well Commissioner A 67 Office of Consumer Affairs and Business Regulation 1000 Washington Street- Suite 710 Boston, Massachusetts 02118 Home Improvement Contractor Registration Type: Supplement Card PIONEER VALLEY PHOTOVOLTAICS COOP Registration: 140077 311 WELLS ST SUITE B Expiration: 09/15i2021 GREENFIELD.MA 01301 SCA I AACM 1 Update Address and Return Card. Office of C_nn5;ijrnw Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for indtvidual use only TYPE:SuDoierrient Card before the expiration date. It found return to: Registration iratio Office of Consumer Affairs and Business Regulation 140077 0915f2021 1000 Washington Street -Suite 710 PIONEER VALLEY PHOTOVOLTAICS COOP Boston,MA 02118 MAYA FULFORD 311 WELLS ST SUITE B 41 GREENHELD,MA 013010 t Va1ithout sIgnat0le Undersecretary J'1 ACC>R" CERTIFICATE OF LIABILITY INSURANCE DATE 12//27/201927/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must 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 Linda Powers,CRIS NAME: Webber&Grinnell PHONE (413)586-0111 FAX (413)586-6481 AIC No Ext): AIC,No): 8 North King Street ADDRESS: (powers@webberandgdnnell.com INSURERS 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: Master Exp 1-2021 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 CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE 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 POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POUCY NUMBER MM/DD/YYYY MMIDD LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAUL 10 REN 1 E17 CLAIMS-MADE ®OCCUR PREMISES Ea occurrence $ 300,000 MED EXP(Any one person) $ 5,000 A BKS57072282 01/01/2020 01/01/2021 PERSONAL BADV INJURY $ 1,000,000 MGEN'LAGGREGATELIMITAPPLIESPER: GENERAL AGGREGATE $ 2,000,000 POLICYPRO 2,000,000 JECT LOC PRODUCTS-COMPIOP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea accident ANYAUTO BODILY INJURY(Per person) $ B OWNED SCHEDULED BAS57072282 01/01/2020 01/01/2021 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED Hx NON-OWNED PROPERTYDAMAGE $ AUTOS ONLY AUTOS ONLY Perccien$1K toll $1K comp Underinsured motorist BI $ 300,000 UMBRELLA LWB OCCUR EACH OCCURRENCE $ 3,000.000 A EXCESS LWB HCLAIMS-MADE US057072282 01/01/2020 01/01/2021 AGGREGATE $ 3,000'000 DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- ANDEMPLOYERS'LWBILITY YIN STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACHACCIDENT - $ 1,000,000 C OFFICER/MEMBER EXCLUDED? N/A 37-592871-01-03(Ma&NY) 01/01/2020 01/01/2021 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ Business Pers Property $1,750,000 A Commercial Property BKS57072282 01/01/2020 01/01/2021 Installation $25,000 Transportation $75,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Worker's compensation ncludes 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 Evidence of Insurance ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE /�/ i /it,,.,_ v l_.;_Jy ©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. Y Department of Industrial Accidents I Congress Street,Suite 100 Boston,M,9 02114-2017 www mass gor/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): I.E✓ I am a employer with 48 employees(full and/or part-time).* 7, ❑New construction 2.❑I am a sole proprietor or partnership and have no employees working for me in 8. ❑ Remodeling. any capacity.[No workers'comp,insurance required.] 9. ❑Demolition 3.❑1 am a homeowner doing all work myself.[No workers'comp.insurance required.]t 10 ❑ Building addition 4.❑1 am a homeowner and will be hiring contractors to conduct all work on my property. 1 will ensure that all contractors either have workers'compensation insurance or are sole 1 1.❑Electrical repairs or additions proprietors with no employees. 12,E]Plumbing repairs or additions S.❑I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.[]hoof repairs These sub-contractors have employees and have workers'comp.insurance.* F.❑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. 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. lam an employer that is providing workers'compensation insurance for any employees. Below is the policy and job site information. Insurance Company Name:Continental Indemnity/AUW Policy#or Self-ins.Lic.#:37-592871-01-03 Expiration Date:01/01/2021 Job Site Address:92 EMERSON WAY City/State/Zip:NORTHAMPTON,MA 01062• 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 forin 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 hZby ce e ai sand penalties of perjury that the info,nrarion provided above is true and correct. 11 Si a Date:4/16/20 Phone#:413-7 -87 8 Official use only. Do not write in this area,to be completed hr Citi,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#: HARKAWIK_RENNIE, 92 EMERSON WAY, NORTHAMPTON, MA 01062 HOUSE SOUTHEAST -FACING � ROOF -t c?�IL r. Above image schematic only. Stagger array to protest the greenhouse from ice shed k s�I'JI,. Nouse under construction �ql �Usn�eini SOLAR ARRAY LAYOUT -location approximate 'r ��iF ' r Owner: DENNIS HARKAWIK&AVEN RENNIE Address: 92 EMERSON WAY NORTHAMPTON, MA 01062 Phone: 585-435-7761 e-mail: dennis.harkawik@dec.ny.gov System Size: 11.2 kW-DC PV Array: 35 modules (SunPower SPR-E19-320), all in portrait • 2 rows of 14 modules at top& middle • 1 row of 7 modules at bottom shifted to right(northeast) • See sketch above. Mounting: IronRidge rails on L-feet on Ecofasten QuickFoot bases Roof Structure: 2x4 nom monopitch trusses @24" oc • See stamped truss details. Roofing Material: new asphalt shingles over 5/8"zip sheathing PROJECT INFORMATION: N C1 UA Q • Owner: Dennis Harkawik O//�\ Aven Rennie �\\\` • Address: 92 Emerson Way �ti•~�// of Northampton, MA 01062 .,RT • Phone: 585-435-7761 (Cell) PV Squared Solar311 Wells Street,Suite B Greenfield,MA 01301 • Email: dennis.harkawik@dec.ny.gov design@pvsquared.coop harkawik.rennie7@gmail.com 413-772-8788 • System Size: 11.2 DC-STC JOB: Harkawik&Rennie • Modules: SunPower SPR-E19-320 SITE: 92 Emerson Way • Rail: Ironridge XR100 Northampton,MA 01062 • Bases: Ecofasten Quikfoot REVISIONS: • Snow Load: 40 lbs • Wind Speed: 120 mph ROOF STRUCTURE: • 40°Trusses @ 24"OC ROOF MATERIAL: A Site Plan No Scale • Asphalt shingles Description Item Qty. PROJECT NOTES: QF-AL-M QuikFoot AL Base 69 1. Framing location to be verified on site. QFL-BLK-812 QuikFoot Flashing BLACK 69 2. Slide rail assembly as needed to avoid SCL-101-3-ANODZD Slotted L-Foot 3in BLACK 69 interfering with splices or bases. GRKRSS2 5/16x3-1/8in fastener 138 3. Unless otherwise noted bases are staggered PROFLEX26100 GEO-CEL clear 4 and spaced not more than 48" O.C. XRL100-168BLK Ironridge XR100 Rail 168 BLACK 4 TITLE: Site Plan 4. Additional or alternative bases may be used XRL100-204BLK Ironridge XR100 Rail 204 BLACK 12 to meet actual roof conditions. SPLIC2 Ironridge XR100 Splice 8 UFO-CL-001-B Ironridge Universal Module Clamp BLACK 76 FDN#: 12389 UFO-STP-46MM-B Ironridge Stopper Sleeve 46mm BLACK 12 Be: JG XR100ENDCAP (1 Pair L/R)IR XR100 End Cap Rail 6 DATE: 4/15/2020 IRN 29-50TB-005 1/4-20 x 3/4 T-Bolt OPT mount kiT 35 SCALE: No Scale IRN GD-LUG-003 Ironridge Low Profile Grounding Lug 3 SIZE: 8-1/2"x 11 TW029-4000-077 Ironridge Plastic Clip 70 DCS-1307 Wire Management Clip 140 PV-01 Mechanical Balance of System(MBOS) v 0 (Sheet 1 of 2) 41 SQUA Roof-648" 4 y Array 5811Y6" 41 qRt n 50 m i i i i i PV Squared Solar N 311 Wells Street,Suite B `>1 - Greenfield,MA 01301 IN undesign@pvsquared.coop Q ( 7') 7 1y I i 17 �-2 4" ( 7') +2 s' 00 413-772-8788 JOB: Harkawik& Rennie Q 41 I I i 68" SITE: 92 Emerson Way Northampton,MA 01062 € REVISIONS: 1 Li i V € € Space rows 1"and stagger edges to reduce snow shed above greenhouse Use blocking or decking attachments at edges as needed. Array Layout 1 ia„_1,_0„ 211 -4� 413/6" —* 16" TITLE: Array Layout RAIL SPECIFICATIONS PDN#: 12389 Make&Model: Ironridge XR100 By: )G Clamp Torque: 80 in-lbs DATE: 4/15/2020 L-Foot Torque: 250 in-lbs Max Span: 64" SCALE: As Shown Max Cantilever: 21" SIZE: 8-1/2 x 11 11/611 MODULE SPECIFICATIONS: _-_-.' � (46mm) ^` ,_O� Make&Model: SunPower SPR-E19-320 r V Clamp Range: 2"to 16"on all sides FSPR-E19-320 Dimensions Module Size: 61-5/16"x 41-3/16"x 1-13/16"(46mm) " t/a"=t'-o" (Sheet 2of2) Job Truss Truss Type Qty Ply 92 Emerson Way Northampton,MA 19072774B M01 Monopitch 19 1 Job Reference(optional) UFP.UFP SE Engineering Run:8.31 S May 22 2019 Print:8.310 S May 22 2019 MiTek Industries,Inc.Thu Sep 05 09:46:40 Page:1 ID:eZ?hjs4LgPk_r9Ida7FlhZypg?n-RM9dbOF5gYVJ7SIHNCvzM4AgSn_MOytOE1 G1 ygkEz 2-2-5 15-6-12 -10 8 -2 --2 12-8.3 1510-4 10 4-1-12 3-2-1 3-2-1 0 2-2.5 2-10-9 5x8 4x4 7 3x4 3x4 4x8 3x4 12 for, n 3x4 m 3x4 / M m /12 N 6 0 122 i 3x6 3 13 3x4 3x4 1 rn rn 5x6 8-4-2 15-3-4 15-10-4 0 4-3-11 8-1-14 11-10-11 15JU2 Scale=1 69.6 3 10-3 3-10-3 11 3-6-9 013-11 0-24 3-4-9 0-3-8 Plate Offsets(X,Y): [9:0-2-4,0-2-4],[10:0-5-2,0-2-0],[12:0-3-0,Edge],[15:0-1-0,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL) -0.21 11-12 >887 240 MT20 197/144 (Roof Snow=35.0) Lumber DOL 1.15 BC 0.44 Vert(CT) -0.34 12 >546 180 TCDL 15.0 Rep Stress Incr YES WB 0.44 Horz(CT) 0.17 15 n/a n/a BCLL 0.0* Code IRC2015ITP12014 Matrix-MS BCDL 10.0 Weight:77 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SPF 210OF 1.8E TOP CHORD Structural wood sheathing directly applied or 3-11-1 oc purlins, BOT CHORD 2x4 SPF 210OF 1.8E*Except*B3:2x4 SPF No.2 except end verticals. WEBS 2x4 SPF No.2*Except*W1:2x6 SPF No.2,W10:2x4 SPF 210OF 1.8E BOT CHORD Ri id ceilina directly applied or 7-0-3 oc bracing. REACTIONS (Ib/size) 14=1043/0-5-8,(min.0-1-8),15=905/Mechanical,(min.0-1-8) MiTek recommends that Stabilizers and required cross bracing be Max Horiz 14=425(LC 11) installed during truss erection,in accordance with Stabilizer Max Uplift 15=-288(LC 11) Installation guide. Max Grav 14=1076(LC 18),15=1100(LC 18) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=-2734/671,4-5=-3680/908,5-6=-2909/642,6-7=2814/652,7-8=-483/43,8-10=-290/1130,8-15=-1092/286, 2-14=-292/106 BOTCHORD 13-14=-92511601,12-13=-1272/3489,11-12=-1139/3562,10-11=-73712589 WEBS 3-13=-1001818,3-14=-2069/504,4-13=-1199/298,5-11=-6131262,7-11=-161/635,7-10=-1808/519 NOTES 1) Wind:ASCE 7-10;Vult=117mph(3-second gust)Vasd=92mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.IL Exp B;Enclosed;MWFRS(envelope)exterior zone and C-C Exterior(2)-0-10-8 to 2-2-5,Interior(1)2-2-5 to 12-6-12,Exterior(2)12-6-12 to 15-6-12 zone;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6) Refer to girder(s)for truss to truss connections. 7) Bearing at joint(s)14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surfa 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 288 Ib uplift at joint 15. k., 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced stand N5 LOAD CASE(S) Standard JUAN 3, a E431 RA 4tf r 1 09/06/2019 Job Truss Truss Type Qty Ply 92 Emerson Way Northampton,MA 19072774B M01 GE Monopitch Supported Gable 2 1 Job Reference(optional) UFP.UFP SE Engineering Run:8.31 S May 22 2019 Print:8.310 S May 22 2019 MiTek Industries,Inc.Thu Sep 05 09:46:41 Page:1 ID:?h1?J3nodkV_FpZLFHMvlypfza-wYj?okGjRsdrLH t yg4j8WacMX7tnju 156gzapTygkEy 0-2-12 1 15-10-4 10 15-7-8 0-2-12 1 m rn 1 1 , e 3x$j 13 12 7B% 14 10r %/ 18x4 /j m % j 16 �m 5/, / 17 210 4 / 18 3xX8/%% 19 11- 1�/ / 20 m m 2 e c O O 3x6 1-10-4 8 12-9-0 15-10-4 Scale=1:69.8 8 10-10-12 3-1-4 1.4-12 Plate Offsets(X.Y): [21:0-3-0,0-0-7] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) n/a n/a 999 MT20 197/144 (Roof Snow=35.0) Lumber DOL 1.15 BC 0.07 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 12 n/a n/a BOLL 0.0` Code IRC20151TPI2014 Matrix-MS BCDL 10.0 Weight:62 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x4 SPF No.2*Except*W1:2x6 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: OTHERS 2x4 SPF No.2 6-0-0 oc bracing:20-21.13-15. REACTIONS All bearings 15-10-4. MiTek recommends that Stabilizers and required cross bracing be (lb)-Max Horiz 21=428(LC 11) installed during truss erection,in accordance with Stabilizer Max Uplift All uplift 100(lb)or less atjoint(s)12,13,15,16,17,18,19 Installation guide. except 20=-386(LC 11),21=-137(LC 9) Max Grav All reactions 250(lb)or less at joint(s)12,16,17,18,19 except 13=370(LC 18),15=319(LC 18),20=277(LC 21),21=619(LC 11) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-21=-289/186,2-3=-471/383,3-4=408/332,4-5=-3391277,5-6=-272/224 BOTCHORD 20-21=540/409 WEBS 10-13=-327/75.9-15=-279/89,2-20=-2791383 NOTES 1) Wind:ASCE 7-10;Vult=117mph(3-second gust)Vasd=92mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.Il;Exp B;Enclosed;MWFRS(envelope)exterior zone and C-C Comer(3)-0-10-8 to 1-10-4,Exterior(2)1-104 to 12-8-8,Corner(3)12-8-8 to 15-8-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads 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 ANSI/TPI 1. 3) TOLL:ASCE 7-10;Pf=35.0 psf(flat roof snow);Category II;Exp B;Partially Exp.:Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent w' 6) All plates are 2x4 MT20 unless otherwise indicated. " 7) Gable requires continuous bottom chord bearing. OF 44 8) Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 9) Gable studs spaced at 2-0-0 oc. 10) *This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wld#vwAM, betw"g0q4ottomcfwTdaqd any other members. . ,; £ 11) Bearing at joint(s)21,12,13 considers parallel to grain value using ANSIJTPI 1 angle to grain formula. Building designer should vera par ear b 12) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)12,13,15,16,17, 19 (if=fbj 21= b°,2�3855,t 13) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)12,13.15,16,17,18,19,20. 14) This truss is designed in accordance with the 2015 Intemational Residential Code sections R502.11.1 and R802.10.2 and referen LOAD CASE(S) Standard fT 09/06/2019 Job Truss Truss Type Qty Ply 92 Emerson Way Northampton,MA 190727748 M02 Monopitch 17 1 Job Reference(optional) UFR.UFP SE Engineering Run:8.31 S May 22 2019 Print:8.310 S May 22 2019 MiTek Industries,Inc.Thu Sep 05 09:46'.41 Page:1 ID:ZCktnsgogfo?lo_CIEp?Fxypfwx-wYj?okGjRsdrLHlyg4j8WacLQ7nsiox56gzapTygkEy [ 2.2-5 [ 6 4 2 ( 9 6-2 ( 12-8.3 [ 15 10 4 2-2-5 41-12 1 3-2-1 3-2-1 5x8 15, N 8 4x4 �e°err' x4 d 4x8 3x4 1 3x4 12 45 9 10r, 18x4 m 18H 3x12 ¢ 3x4 3 N? 11 N� -1x1`0 12 3x8 1 12 2x4 3x4 1 1-�1-4 m rn �1 0 4xB 11-2-9 15.3-4 0 4-3-11 8-1-14 11[1%11 11:1 -4 Scale=1:57.7 0 8 3-10-3 3-10-37 30.11 3-4-9 Plate Offsets(X,Y): [7:0.2-12,0-3-0].[8:0-5-2,0-2-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL) -0.21 11-12 >880 240 MT20 197/144 (Roof Snow=35.0) Lumber DOL 1.15 BC 0.45 Vert(CT) -0.34 11-12 >542 180 MT18HS 197/144 TCDL 15.0 Rep Stress Incr YES WB 0.46 Horz(CT) 0.10 15 n/a n/a BCLL 0.0" Code IRC2015/TP12014 Matrix-MS BCDL 10.0 Weight:75 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SPF 2100E 1.8E TOP CHORD Structural wood sheathing directly applied or 3-10-10 oc purlins, BOT CHORD 2x4 SPF 2100E 1.8E except end verticals. WEBS 2x4 SPF No.2`Except'W1:2x6 SPF No.2,W10:2x4 SPF 210OF 1.8E BOT CHORD iclid ceilina directly applied or 7-04 oc bracing. REACTIONS (Ib/size) 13=933/0-5-8,(min.0-1-8),15=8891 Mechanical,(min.0-1-8) MiTek recommends that Stabilizers and required cross bracing be Max Honz 13=396(LC 11) installed during truss erection,in accordance with Stabilizer Max Uplift 15=-279(LC 11) Installation guide. Max Grav 13=966(LC 18),15=1066(LC 18) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-16=-2793/651,3-16=-26631671,34=-3735/919,4-5=-2980/649,5-17=-2877/656,6-17=-2865/667,6-7=-601/81, 8-15=-29811163,7-15=-298/1163 BOT CHORD 12-13=-915/1654,11-12=-1269/3543,10-11=-114713603:9-10=-112613623.B-9=-745/2628 WEBS 2-12=-103/813,2-13=-2140/530,3-12=-11951302,4-9=-620/261 6-9=-1601642,6-8=-17251496,7-15=-1134/297 NOTES 1) Wind:ASCE 7-10;Vult=117mph(3-second gust)Vasd=92mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.11;Exp B;Enclosed;MWFRS(envelope)exterior zone and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 15-5-0 zone;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) All plates are MT20 plates unless otherwise indicated. 5) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6) Refer to girder(s)for truss to truss connections. 7) Bearing at joint(s)13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 279 Ib uplift at joint 15. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard LOAD CASE(S) Standard A Acap TFWU ti 09/0 /2019 Job Truss Truss Type Qty Ply 92 Emerson Way Northampton,MA 19072774B M01 GE Monopitch Supported Gable 2 1 Job Reference(optional) UFP.UFP SE Engineering Run:8.31 S May 22 2019 Print:8.310 S May 22 2019 MiTek Industries,Inc.Thu Sep 05 09:46:41 Page:1 ID:7h l?J3nodkV_FpZjLFHMvlypfza-wYj?okGjRsdrLHl yg4j8WacMX7tnju l56gzapTygkEy 0-2-12 1 15-10-4 10 15-7-8 0-2-12 1 1 1 3x 13 12 / 14 tOr j/ 19x4 / 16 0 17 N /// -10 4 12 g/ 18 3x8 / 19 1-{1-4 1`/ ,/ 20 m m �� 2 0 0 3x6 1-10-4 8 12-9-0 15-1013 Scale=1:69.8 8 10-10-12 3-14 1.4-12 Plate Offsets(X.Y): [21:0-3-0,0-0-7] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) n/a n/a 999 MT20 197/144 (Roof Snow=35.0) Lumber DOL 1.15 BC 0.07 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 12 n/a n/a BCLL 0.0' Code IRC2015/TP12014 Matrix-MS BCDL 10.0 Weight:62 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x4 SPF No.2*Except*W1:2x6 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: OTHERS 2x4 SPF No.2 6-0-0 oc bracing:20-21,13-15. REACTIONS All bearings 15-10-4. MiTek recommends that Stabilizers and required cross bracing be (lb)-Max Horiz 21=428(LC 11) installed during truss erection,in accordance with Stabilizer Max Uplift All uplift 100(lb)or less atjoint(s)12.13,15,16,17.18,19 Installation guide. except 20=-386(LC 11).21=1 37(LC 9) Max Grav All reactions 250(Ib)or less at joint(s)12,16,17,18,19 except 13=370(LC 18),15=319(LC 18),20=277(LC 21)2 21=619(LC 11) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-21=-289/186,2-3=-471/383,3-4=-4081332,4-5=-339/277,5-6=-272/224 BOT CHORD 20-21=540/409 WEBS 10-13=-327175,9-15=-279/89,2-20=-279;383 NOTES 1) Wind:ASCE 7-10;Vult=117mph(3-second gust)Vasd=92mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.11;Exp B;Enclosed;MWFRS(envelope)exterior zone and C-C Comer(3)-0-10-8 to 1-10-4,Exterior(2)1-104 to 12-8-8,Corner(3)12-8-8 to 15-8-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads 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 ANSI/TPI 1. 3) TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow);Category 11;Exp B;Partially Exp.:Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent wl �i 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 1+� 9) Gable studs spaced at 2-0-0 oc. w 10) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wld#wrU betwe4n,#Iiq tgottom chord fi t any other members. 11) Bearing at joint(s)21,12,13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should venfy aIoi ern .0— 12) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)12,13,15,16,17 19 — 2fi Ei,20=385.*"„, 13) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)12,13,15,16,17,18,19,20. _ ....-.._. 14) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced LOAD CASE(S) Standarde, i t t T 09/06/2019 __................................ ....._.. ._ .. ...... ........................................ .. .. ..._... ... .. ... _........ .. . ..... Possible wall plate crushing issues. r See incMdual Vuss drawings for derails. I Y iA a�Iaae a� a o m� g Iso• Ie a, 2`a" 0 a i I N _.....__ _—_... _. -------- . _..... ....... 9 ........_____.........._......_ .._ .._ �t R � G H 7 0' 2", T'0• 7 0• T b T 0' 7 0'fl, R 9 i ........ ...."__...__...._................... .......__ R >„ 4 IN I 14 r4 oA x a x a �m I KIM' KIMO? rO' rO' 70• 0' 2'D• 0• ;N 2 i9 ti f _ tip _ � � _ t _ '•x :N � a m I 4 .3 - 4 c , m , Q B O' 40.0• 92 Emerson Way-Rn "� ro,mi wm(kvr♦YxNre,fir le.�vx x1 u m tM cnl ITq ll�l.s-,:..k is..fwx,.my ex,e s.,xre MMA LL Northampton,MA 4 093 TO s J W 9 �� 9/5/2019 By:JK 5` ' x A Universal Forest Products Company t15 D.p'R«tlh?Dm+6;&kDnx�,Vn.xlxY.'. Com fa.;fal-An:Dy For Approval M M?vYY U WaiCupCdn8_ p v� 4 yu A 19072774B FOR My DC.-- .:OR--E E S U N P ,-, WE R" .``""--- SunPower E-Series: E20-327 Sun PowerQ Residential DC Panel .■■.. SunPower E-Series panels combine high of with the strongest durability ■.. . and warranty available in the market today,resulting in more long-term energy and say.n-s. • Maximum Power. Minimalist Design. AFArAr High efficiency means more power and savings per ava'lable space, AM With fewer panels required,less is truly more. �. �C"�� More Lifetime Energy and Savings Designed to deliver 45%more energy in the same space over 25 years in real-world conditions like partial shade and high , Fundamentally Different. CA sw And Better. Icr+; '. IUpto E-Series 45% More Lifetime Energy conventional Panel W The SunPower Maxeon'Solar Cell • Erables h& off ci�ncpi-ids Years of Operation • LJ1'71T'a-,r ie-:reliabil u,, • Patented sclid rne-al'oundaT cj,i — -i�d,-orrosion previ-,ris b-naka.oe Best Reliability, Best Warranty With more than 25 million panels deployed around th-- world,SurtDower technology is proven to last.Thaf-11, why we stand behind our panel with theinclustrys best., 25-year Combined Power and Product Warranty, in-luding the highest Power Warranty in solar. As Sustainable As Its Energy • Rank:--d 41 in Si li Co-i Va 11 oy Toxics G-oalition 201 7 Solar Sco,-'Ka-d' o • First solar p�inels toach.eve Cradle to C 2% SUnPower' rac leC-ertifieclTM Silver recoonition 12% E-Series and X-Serie5 More Cr riti it),A(-to i to-c LFFD c--ate&or ir-�; af.,)b Conventional Panel Power tharicc-,,fiventiont-.1 SA9b in Year 25 Years of Operation E-Series: E20-327 SunPowerl Residential DC Panel SPR-E20-3V SPR-E19_20r,—10" tn'.1 1851 1 F f-111 tc,4 SSC) ................................................................................... ...................... .............................................................................................. 'cimmial Poo r. "'Pnor..) 1327 Wl 1—pa'l-t.Rleslszance I nilh 21�inn i)diameter hail a,52 n (23 rn./s) ................... ........................... ............. Pov,ie,Tolerance '5;rje Appearance st A J' C ....................... .. ....................................•................................................................. ar.,,. Solar Cells 96 MonoCrystalline.Maxenn Gjrr 11 Rated Voltage("Vinpp) 54. V 'ferripered Glass Hich,transmission temperer;an-reflertive .............................................................................................................................................................................................. � i :. .n ,Rated Cuirrent(Impp) -5.9 8 A 5,S6 A .............................................................................I --.............................. ...................................... ......... ............................................................................-——------........................ Junction Box IP-65, rorripatible Operi-Circuit Voltage Noc) C 4.9 V 6-1.8 v .................................................................................................... VV e: 9 Ps 8 6 Short,Circuit Current(Isc, 6.4616.2-1. G5 F arrleWind:62 psf,3000 Pa front&back Max.Systern Voltage 600 v UL.&1000 V IE.: 5r 125 psf,6000 Pa front Max'num Ser:es Fuse 15A Max.Load G F ame: Wind:50 psf,2400 Pa front&back 5 w Po ver Ternp C-cief. 5% c' Snow 112 psf, 400 Pa tor t .............................................. ..............................................................................................-..................................................................................................................................- - y - -las-; I black anodized(higriest AV,,�A rating? Voltage Tern;'0:et. -17°:V.':)rnV/ Frame C .I ............................................ ......... ............ ------.......................................................................... ................ Current emn,Coef. 2.6 rriA/°C ....................................................... .............................. 46 mr-n 1558 MM [1.8 in] J L 1703 type 2 Fire Rati rig),I E'C 6121:5• [61.3 in] S'ariclar'Tests IEC G1730 ............................................................................— ....................................................................................................... Qualitv.Management Certs IS--,9001:2015,ISO 14001:2015 -HS Cop—Vi.nLe Pri I IS,til ISAS 18001:200. lead free, Recin-le-'cheme,REACH SVHC-1 63 1046 mm ......... .............................. .............. .. ................................ ................................................... Sustainabilitv Cradle to(---adle Certified'rM S:Ijer. [41.;2 in] Amrn,,ni.a Test IK 62-1 C. Desert est v Li Salt Spray Test 1:"r'61701 (M4XimL;rn seventy) . .......................................... .......... .................................. .......... IE es, 000V IEC 62F)04,'VEL 60( j r � Available:Listings LrEC G5 FRAME PROFILE G3 FRAME PROFILE . �Is J ,TUV,MCS,FSEC,I ...............................................................................................--.-.............................................................................................. Invisimount",compatible Not InvisiMount Compatible E= 2 mtic a vNl,161 —ji,vL nalP n,1 o�rt saint--s art ays C - b 4 i.,",r en r2;per watt(based i)ri P,6yst pan fl les').0 75,;5/Yr lower degrada; Tpeau.-1 et al. Sur:Po-ner Module Degradat:on Rare,"SunPriwer 30 mm i,t*e paper, 2()13;. [1.2 in] 32 mm[1.3 in)LONG SIDE 2 Based on s�maich ofdatasheet%,'Aries from-oo-ebsite.s.of top IHS,as of 22 mm[0.9 in)SHORT SIDE January 2017. 3#1 rank in'Frat-jrlhOft-.r PV Durabik,v InWadl/e for Solar ModLj_,s Part 3".PV71ech Poxver klagAzire,201,5 Campeau,Z.et A.-SunPowei Module Degradation Rate,"SunPowerv.hire G5 frames have no mounting holes.Please read the safety and paper,2013. inst IlatiOn guide. 4SunPs-'v,er is rated#1 on Silicon Valley Tr,,xics rcaution's S,)Iat Scorecard 5'Cradk.toCra0le(-erLified is a ryiulti-attribute :ertjfiCatjgf,program;that assesses pmducts and materials fr),safety to human and environmental health,design for future use cycles. and!;::stainable mariufaturv& 1-r-ED Materials and keSOWI'es o-edit cattgones 11000 Alm'irradiarice,AM Q.IqRE-calibra.on Standard:SC.011S current,LACCS FF and Voltage. 8 Type 2 fire rating per U1.1 703:-1.01 Class C fire rating per UL1 703:2:002. See for more efeencemfornatior3. For more details,see exterlded datasfw-et:www.sij rill ov, eso:rces. ,pedfiWaz:ons included in the data.sheet are s bji,1C t to i:nan'e vahout notice, 0201 3 Sur)Poe•,,er Corporat.or).All!ights reser,,,ed.SUNPOWER,tV e 5 J N P0,A1 E R to 0, W E R" MAXI-ON and,InvisiMount a.E--r,�iderr:arks or re^istered trademarF�Of SUnPower S U N P iJ­ Corporabon . 1 800-SU:N POWER 527846 Rev A LTR-US s,,inpovier.com IRONRIDGE XR100 Rail See Des tion Lena-, Rail Section Properties _Property Value Total Crass-Sectional Area 0.582 in7 .66 Section Modulus (X-axis) 0.297 in'` .46 Moment of Inertia (X-axis) 0.3901 in$ Moment of Inertia [Y-axis) 0.085 in' - Torsional Constant 0.214 it 3 Polar Moment of Inertia 0.126 in 4_ 1.99 APPROVED MATERIALS: 2,44. 6005-T6, 6005A-T61, 6105-T5, 6N01-T6 2.34 (34,000 PSI YIELD STRENGTH MINIMUM) .58 1.2;) i � Y Clear Part Black Part Description/Length Material Weight Number Number XR-100-132A XR-100-1326 XR100, Rail 132"(11 Feet) 7.501bs. 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 SON. 'S IRONRIDGE XR100 Bonded Splice XR-100 RAIL 2.0 1 XR-100-S P LC-B D KIT, XR100 BONDED SPLICE � 2 1) Splice, XR100, Mill 12" long 2) Screw, Self Drilling 1.24 63 1.93 .3 1 0.42--114 .42 .15- 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 i Illi" • U Foot PRODUCT GUIDE Exploded Product VIew/B,n.M, - 1 Installation Instructions - 2 Cut Sheets - 3 Specifications 1, E: 41Y 3;� I E e g £ EcoFasten Solat; a E QuikFoot— Product Guide Exploded Product View, Bill of Materials Materials Needed For Assembly Item No. Description of Material/Part Quantity . � ,j! 7 r Int` 1 QuikFoot Base Plate 1 6 2 Fastener(Length to be determined) 2 4i 3 QuikFoot Flashing 1 4 EPDM Washer 1 5 L-'l 02-3"Bracket*(other options available) 1 L� 6 5/16"FPDM Bonded 18.8 SS Washer 1 4f 7 3/8°Stainless Steel Flex Nut 1 Vi' i l t ; } r Required Tools w , 1 ............ ............. ............ ....................... .... ........ __ ............. ....._........ ......._.. ..... ........ .......- .... __ ........ 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 foHowing U.S.Patents:8,151,522 B2 8,153,700 B2 8.181.398 B2 8,166,713 B2 8,146,299 132 8.209,914 132 8,245A54 132 8,272,174 B2 8,225,557 B2 QuikFoot— Product Guide Cut Sheets; QF-AL-Base 2X 0.33in [8.38mm i --, C E O cvuj (Y) N Lr) 00 u u 1 .50in [38.1 Omm 3/8"-16 Stud .............___ C" -40 ' Q {��jj{{ 1 .5 F-t Y i " QF-L : 1 .75" . ........ ........... ....... ......... .. ............................... 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— RrodueL Guide Cut Sheets: QFL-812 R.38in [9.53mm] .032in [0.81 mm] �� 12.00in [304.80mm] I L_ o 3.00in [76.20mm] .50in i�.•.� - 8.00in [ 12.70mm] [203.20mm] ..__...._.........................._. .................-............_........................................._...._.................. ............................................._.................. ................_.._....-............._.............................----....._...........-....._..................----......................._......._.-_....._....-..............._._.-_.................— ..__........._.._.._....... ---------- 877-859-3947 EcoFasten Solaro'AM content protected under copyright.Ali 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 QuikFoot— Product Guide Cut Sheets: Bracket Options-SCL-101-- 3/8" ...... ......._ A 46 SERRATIONS v08so C"7 LO R1/16 - 1/4" - ao 1/16" -- m R.005 R.010 — 44 ,, , 2X RD] 0 rt 60.00° 006 (F) 3/8"±.002 0 7/8" X 82° ETAIE A g 877-859-3947 EcoFasten Solar'All content protected under copyright.All rights reserved.10/09/14 3.7 EcoFasten Solar products are protected r y the following U.S.Patents:8,151,522 B2 8,153,700 B2 8,181,398 B2 8,166,713 82 8,146,299 B2 8.209,914 B2 8,245,454 B28,272,1174 B28,225,557 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. B. RELATED SECTIONS the roof deck specified for the project. D. Counter flashing is.032 gauge aluminum ern- 1.Section 07600:Flashing and sheet Metal bossed to accept shape of stainless steel base 2.Section 07500:Roofing 1.4 QUALITY ASSURANCE. plate 3.Division 1:Administrative and Procedural Installer to be experienced in the installation of Requirements specified roofing material for no less than 5 years in Z.3 FINISI1 4.Division7:Thermal and Moisture Protection the area of the project. 2 SYSTEM DESCRIPTION A. Bracket is mill finish aluminum 1. 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 bracket and base plate with(1)stainless steel within 24 hours of any missing or defective items. PART 3-EXECUTION stud,(1)stainless steel nut,(1)EPDM washer Keep material dry,covered,and off the ground until installed and(1)bonded stainless steel and EPDM . 3.1 EXAMINATION washer. A. Substrate:Inspect structure on which brackets 2. Fasteners PART 2- PRODUCTS are to be installed and verify that it will with- ile "' A.To be of metal compatible with QuikFootstand bracket. 2.1 MANUFACTURER any additional loading that may be incurred. B. Fasteners should be selected for compat- EcoFasten Solar' ibility with the roof deck. 289 Harrel Street,Morrisville,VT 05661 B. Notify General Contractor of any deficiencies 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.com C. Verify that roofing material has been installed system.See test data at 2.2 MATERIALS correctly prior to installing solar attachment www.ecofastensolar.com A. Attachment Bracket brackets. 3. Sealant(if required by roof manufacturer): - - - - - _ 6000 Series Aluminum(choose one) to be roof manufacturer approved. ?.2 INSTALLATION 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 3.P-3-CSK system.Comply with Manufacturer's written in- B. DESIGN REQUIREMENTS: 4.SCL-101-3 stallation instructions for installation and layout. 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:8,151,522 132 8,153,700 132 8,181,398 132 8,166,713 132 8,146,299 132 8.209.914 132 8,245,454 62 8,272,174 B2 8,225,557 132 3/8" — A 46 SERRATIONS LO € r- 1 J f R1/16" 00 /4" __ 1/16" R.005 ..... 8.010 2X R.01 60.00 „+ 006 .Q02 .X = +/- .1 0 7/8" X 820 DETAIL A SCALE 3:1 .XXX= +/- .005 289 Harrel Street ` Morrisville, VT 05661 SC L- 101 -3 _ � Solar(� Toll Free Phone 1.877.859.3947 �. EcoFastenToll Free Fax 1.888.766.9994 MATERIAL: 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.143 553 through 5560 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 pane[) 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 set up 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