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31C-036 (6) 73 Village Hill Road Unit 53 BP-2017-0305 GIS0: COMMONWEALTH OF MASSACHUSETTS Mack:3I C-036 CITY OF NORTHAMPTON Lot: -001 Permit: Building Category:SOLAR£LECTC SYSTEM BUILDING PERMIT Permit# BP-2017-0305 Project p JS-2017-000509 Est.Cost:$36817.00 Fee:675.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: PIONEER VALLEY PHOTOVOLTAICS106329 Lot Size(sq.ft.): Owner: Sheila& Richard Wilby Lonin6: PV Applicant: PIONEER VALLEY PHOTOVOLTAICS AT: 73 Village Hill Road Unit S3 Applicant Address: Phone: Insurance: 311 WELLS ST - SUITE B (413) 772-8788 GREENFI ELDMA01301 ISSUED ON:97712016 0:00:00 TO PERFORM THE FOLLOWING WORK: Roof mounted solar PV array 20 panels @ 360w = 7.2kW on unit S3 POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeTvpe: Date Paid: Amount: Building 9/72016 0:00:00 $75.00 212 Main Street,Phone(413)587-1240, Fax:(413)587-1272 Louis Hasbrouck-Building Commissioner Department use only City Df Northampton Status of Permit Buil(ing Curb Cut/Driveway Penult 212 :in Stree SevedSeptic Availability Ro�m grI Water/Well Availability North mp sriAA OVAL Two Sets of Structural Plans phone 413-58'-1 .a t Fax 413-587-1 r 2 Plot/Site Plans DEPT OF ROILING MEPECIONS Other Specify NORTHAMPTON,MA olpy 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 73 Village Hill Road, Unit 3S, Northampton MA Map Lot Unit Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Wilby,Richard&Sheila 73 Village Hill Road, Unit 3S,Northampton MA 01060 Name(Print) Current Mailing Address: 413-427-4570 See attachment (A) Telephone Signature 2.2 Authorized Mont: Pioneer Valley PhotoVoltaics Cooperative,LLC 3 1 1 Wells Street,Suite B,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 $36817 (a)Building Permit Fee 2. Electrical (b)Estimated Total Cost of Construction from(6) 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5.Fire Protection [ 6. Total=(1 +2+3+4+5) $36,817 Check Number �-J This Section For Official Use Only Building Permit Number Date alressued: Signature: 7:7 Building Commissioner/Inspector of Buildings Date Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front Side I.: R: L: R: Rear Building Height Bldg.Square Footage Open Space Footage (Lot area minty bldg&paved parking) #of Parking Spaces Fill: (volume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO O DONT KNOW O YES O IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO O DONT KNOW O YES (3 IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO O DONT KNOW O YES O IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained O , Date Issued: C. Do any signs exist on the property? YES O NO 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 I 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 ❑ Addition ❑ Replacement Windows Alteration(s) ❑ Roofing n Or Doors O Accessory Bldg. ❑ Demolition ❑ New Signs [0j Decks ED Siding[Cl Other[o] Brief Description of ProposedC°V(3 — 36'aA/ / V%/k/_"h Wod(_ Imwleuon or roormwmcd photo-.ming moumugrystem for solar palls on somL nda or mot Alteration of existing bedroom Yes X No Adding new bedroom Yes X No Attached Narrative Renovating unfinished basement Yes x _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 a. 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 Na 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 I, Richard Wilby , as Owner of the subject property hereby authorize Philippe Rigol laud to act on my behalf,in all matters relative to work authorized by this building permit application. See attachment (A) Signature of Owner Date 1111111111111 Philippe Rigollaud , as Oxwer/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. PHILIPPE RIGOLLAUD Print Name 8/30/2016 Signature of e t Date SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable 0 Name of License Holder:Maya Fulford _ CS-106329 License Number 159 Clark Drive, Giulford VT. 05301 03/14/2018 Address Expiration Date - t -ry �� 413-772-8788 Signature Telephone 9.Registered Home Improvement Contractor. Not Applicable 0 Pioneer Valley Photovoltaics Cooperative. LLC 140077 Company Name Registration Number 311 Wells Street, Suite B, Greenfield, MA, 01301 09/16/2017 Address Expiration Date Telephone 413-772-8788 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 0 No 0 11. - Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official that he/she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers'Compensation) and Chapter 153(Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General laws Annotated,you may be liable for person(s) you hire to perform work for you under this pennit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature_ . _ _. 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. Any photographs or videos of this project may 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. iLI, ck,ga wt-itq G - 8 `010!6 Printed Name Date g LOCO-P/ _ Signat• re Title Proposal and Agreement ft 00011692 Page 7 of 13 Richard and Sheila Wilby-May 17.7016 #- Office of Consumer Affairs and Business Regulation - 10 Park Plaza- Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration —_-- Registration: 140077 r. - — Type: Private Corporation Expiration' 9/162017 in 270458 PIONEER VALLEY PHOTOVOLTAICS5COO PHILIPPE RIGOLLAUD - --_-- 311 WELLS ST SUITE B - - -- - GREENFIELD, MA 01301 — - -- Update Address and return card.Mark reason far change. ma I a einem: .-.. ]Address J Renewal —1 Employment 0 Lost Card 4� Office or Consumer ARainCONTRAss Raguladeo License or registration ralidfor indiretul une Only VErME IMPROVEMENT CONTRACTOR before the erpintion date. If found return to: istrah 140077 Type: - Office of Cooaner Affairs mod Business Regulation ryratto 9/162017 Private Cmponton 10 Park Plea-Smite 5170 (�/ Boston,MA 02116 e PIONEER VALLEY PHOTOVOLTAIC-3 COOP PHILIPPE RIGOLLAUD 311 WELLS ST SUITE S ss�J�/�//��/////�///AJ,���� GREENFIELD.MA 01301 Undersecretary Not v wfta,,...�db� / Massachusetts Department of Public Safety 4, Vp Board of Building Regulations and Standards License: CS-106329 _ Construction Supervisor MAYA FULFORD 159 CLARK DRIVE GIULFORD VT 05301 '" .SFr ��"/►�-M t../l._- Expiration: Commissioner 03/1412018 f • AC RO om CERTIFICATE OF LIABILITY INSURANCE DATE 'MWD OYVYY) � � 12/30/2015 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)ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Linde Powers NAME: Webber 6 Grinnell PHONE (413)586-0111W 'FNol:A'Y 1413)586-6481-6eR1 E ' -.. 8 North King Street ass,1powers@webberandgzinnell.ComoI INSURER(S)AFFORDING COVERAGE NAIC• Northampton MA 01060 INSURER A Peerless/Liberty _ INSURED INSURER BExcelsior/Liberty 11045 Pioneer Valley Photovoltaics Cooperative, Inc. INSURER cPeerless Indemnity/Libezty _ 18333 _ Attn: Kim Pinkham INSURER 0 Liberty Mutual Insurance 24198 311 Wells Stzeet, Suite B INSURER A.LM. Mutual Greenfield MA 01301 INSURER F: COVERAGES CERTIFICATENUMBERMaster exp 1-1-2017 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. INSRLW TYPE OF INSURANCE �ANOD YWO POLICY NUMBER PoIJCYEFF� PoLIDYE[P .IMMDdYYYY11MWOp'YYYYI LIMIT, X I COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE y 1,000,000 A _J CLAIMS-MADE ' I OCCUR DAMAGE TO RENTED 100,000 PREMISES(Ea ocoenre) $ - 08E8378623 1/1/2016 1/1/2017 MED MEDEXPE%P{Anyonemperson) $ 5,000 PERSONAL fl ADV INJURY I$. 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE I$ 2,000,000 X POLICY 1 I/ECT 7 LOC PRODUCTS COMP/OP AGO IS 2,000,000 OTHER: $ AUTOMOBILE LIABILITY I COMBINED SINGLE UMIT I$ 1,000,000 I(Ea accident) ANY AUTO NON-OWNED .BODILY INJURY(Per person) 5$ B ALLOWNEDSCHEDULED AUTOS X AUTOS N-O 9AB372626 1/1/2016 1/1/2017 PROPROPERTY DAMAGETY ma¢Mer10 $ _-.. I X HIRED AUTOS X pets dent) AUTOS L OmOeM) $ Undennwred motonst el spill $ 100,000 X UMBRELLA UAB 1 XIOCCUR EACH OCCURRENCE S 3,000,000 L. I EXCESS1.MB CLAIMS-MADE " AGGREGATE S 2,000 000 DED X RETENTIONS 10,000 CUB3]]126 1/1/2016 : 1/1/2017 $ WORKERS COMPENSATION I PER IOTH- :AND EMPLOYERS'LIABILITY YIN I i.STATUTE ER ANY OFFICER/MEMBEERREXCLUDED?ECVnvE IINIAL ELEACH ACCIDENT $ 1 000,000 D '(MandRory In NH) --J nS57072282 1/1/2016 1/1/2017 E.L.DISEASE EA EMPLOYEES 1,000,000 I if yes.ReemnN Obdow EL DISEASE-POLICY LIMIT I$ 1,000,000 DESCRIPTION OF OPERATION5ow %MBS]0]2282-CT DESORPTION OF OPERATIONS I LOCATIONS,VEHICLES(ACORD 101,Annnlmal Remarks Schedule,may beattached If more slurs is squired) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE For Information Purposes Only THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATNE Linda Powers/LMP of- . . J - \,_..vu",___> ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25)2014/01) The ACORD name and logo are registered marks of ACORD INS025nn1nnn The Commonwealth of Massachusetts rt Department oflndustrialAccidents E. ='01a ° 1 Congress Street,Suite 100 1 �y Boston,MA 02114-2017 •`�a ,ao www.mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO RE FII.ED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Rosiness/OrganizatioNlndividuaq:PIONEER VALLEY PHOTOVOLTAICS Address:311 WELLS STREET, SUITE B City/State/Zip:GREENFIELD, MA 01301 phone#:413-772-8788 Are you an employer?Cheek the appropriate bin: Type of project(required): LID am a employer with 35 _ employees(hill and/or Pan-time)' 7. ❑New construction 2.0 I am a sole proprietor or pannership and have no employees working for inc in 8. ❑ Remodeling any capacity.[No workers'comp.insurance required.] 3.0 am allworkworkers'cora 9. Demolition❑ amahomeowner doingmyself.[No P.insurance required.] 4❑I am a homeowner and will be hiesY PrOpe"y- n contractors to conduct all work on m I will 10 Building addition rethat ahcommctorseither have workerscompensation insurance orare role 11.0 Electrical repairs or additions proprietors with no employees. 12.0 Plumbing repairs or additions 5 E 1 am a general contractor and I have hired the sub-contractors listed on the attached sheet. mese sub-contractors have employees and have workers'comp. urance. 13.0 Roof repairsm 14.❑Other SOLAR PV 6.❑Wearea corporation and iwofficers have exercised their nghtofexemption per MOL c 152,X1(4),and we have no employees.[No workers'comp_insurance required.] 'Any applicant that checks box t must also fin out the section below showing their workers'compensation policy information. Homeownens 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 haveemployees,they must provide their workers'comppolicy 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: A.LM. Mutual Policy#or Self-ins. Lie.#: XWS 57072282 _ Expiration Date:01/01/2017 Job Site Address: 73 Village Hill Road, Unit 3S City/State/Zip:Northampton, MA 01060 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MCL 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 certify under the pains and enalties ofperjury that the information provided above is true and correct Signature: /IYr/11 Date: 08/30/2016 Phone#:413-772-8788 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#: • 2 WILBY — NORTHAMPTON (PV) PV Squared uuyihue!III� rowaurmo. El PV ARRAY .,.,e.w....... Owner: Richard &Sheila Wilby Address: 73 Village Hill Road Northampton, MA 01301 Phone:413-4274570 e-mail: rwslmw@yahoo.com System Size : 7200 W DC FV A av: (20)SunPower SPR-X22-360-C-AC � P R , modules in portrait in (4) rows of(5). Mounting: SunPower Invisimount rail on L-Feet <.8 on EcoFasten Qulkfoot bases. Roof Structure: Trusses, 24"O.C. See stamped drawings. Roofnu Material:Asphalt shingles. �- 1 'Ii! Job Truss Truss Tyre ON Hy Upper Ridge Flats East Village Hill 15040859JR TO1 COMMON 29 1 JN Reference(opt4 wasal nSorest ltWUOa 7610Jen 292015 TM IMrsles Inc Wed Dec 23 II 57.58 20.15 Page 1. IB:U8480om5onplSHXgItr4x95TC-psTbCPznyBXVTzdoa9tngmwVke90NKtAPjc66Id z-ib8 _ 9-0-018-0-0__ 27-0-0 36-0-0 — _ 2-10.8 360 9-0-09-60 / 360 5x5= Scale=1:80.6 6.00 t2 5 la 4x8 18 19 4x6 TT 4x4% 417 6 4x40 N 7 N 11 9 % t6 / '1/415 7 5x8 9/4 9/4 \ 5x88 -48 s1 I N o a 15 21 14 13 22 12 23 11 10 24 9 Sx60 3x12 MI8SHS= 3x8= 4x6= 5x611 4x1— 3x12 M18SHS= 9-0-0 18-0-0 27-0-036-0-0 460 .. i- 9-0-0 9-0-0 9-00 I Ptae Offsets(X' f203ll.0.2-8]fSD3L,o3 41[4:0-2-12 0-2-01i9-0-3-00-1-1011100-2-12 01A),l1 o-2-1204-BI 1s630,ob2]• _. LOADING(P=D SPACING- 2-0-0 051, DEFL in floc) Well Ltd PLATES GRIP TCL) 423 Plate Grip DOL 1.15 IC 066 Ved{LL) .0.48 10.12 >894 3&) MTV( 197/144 (Ground SndF550) Lumber DOL 1.15 BC 0.96 Venin) -07210-12 >589 240 M18SHS 197/144 TOOL ioo Rep Sas Ina YES AU 0.63 Ho2(TL) 0C® 9 Na n/a BOLLoro COde lBC2009/TP1207 (Matron Weight 202 lb FT=4% BOOL 100 _ LUMBER- BRACING- TOP RACNGTOP CHORD 95 SPF 2100F 1.82 TOP CHORD Structural wood Sheathing d or 2-2 applied or438¢Wrilos, exeptend verlids- BOTCHORD 2x4SPF 21WFISE BOT CHORD 1 Row ceiling direct applied orR2-0oc drasg. WEBS 241 SPF SFNo. Borth WEBS 1Row Mmidpl 7-12312 WI.248 SP No,1 REACTIONS. (Lo/Sze) 15=2849.0.56(nm.0-4-14). 2438/1)SB (pun.0-44) Max Fk215=153(LC 8) Max Uplf15=159(IE 8).' -5794 C 9) Max Gray 15=3124(LC 26).9=2713(LC 18) FORCES. (b)-Max.Compltax Ten.-NI tads 250(lb)or less except Men Slam. TOP CHORD 1-2>01239,2-1643373076,316 -2961/511,344748/481617=26077494 17-1642509503, 118=2411523,548=2411/525,S-1-2513`505,6-7=2752/489,7-20=-3185/520.8-20=3415/498. 2-15=-3.041/614.8 9 2629`424 BOT CHORD 15-21=246276.14-21=24&276,13-14-3490809,13-22.-349/2809,12-22=34942809. 12-23 6526]0,II-23=365E2870.10-I 146a287010-24=46320 9-24e-46/320 WBS 5-12=10112347-12 48/[46,7-1>489/176.312-B72)226,3-14=50.11170,2-14=-3 /2755, 610=3344735 NOTES- 1) ATES11 Wind:ASCE 7-05:10031TCO)=50pet BCDL=5.OS f h=24f1;Cat II;EvyD;enclosed.MWFRS(Gxpise)and OC Exleno82)zone;cantileverbfl and 79444 exposed C-C for members and tares 8 MWFRS la reactions grown,Lumber DOL=1 f0 plate Ty DOL=1 60 2)TCLL.ASCE 7-05)PF 55.0 pa(ground snow):PH-42.3 p9 feat roof snow):Category II:Ery B:Pamyty Exp.:C1=1 I 3)urleaW hsnow toads have ncortXbxal for this design. 4)This truss has been designed h fa gleaner of run roof live load 4160 psi'or 2 DD limes flat roof bad of 4231st on overhangs natm11o111ent.wet Omer INe loads. 5)As requested,ical& inplates have not been designed to provide kw placement Marone or rough haldirg and emcbon wrdtlone. II¢the reeponaitraity of the Fdxvalrx b increase plate rues to account ix mesa IdGds. e)NI plates are MT20-Acs unlessomewM pe ated. 1)208 buss has been assigned br a 10.0 p9 bottom Nodflue baamnamanenl with any ower live bads. 8)Provide s Tie vAl musters/ion(by others)of Ina to ging plate capable of we98ndeg 159 lb refer at joint 15 and 5714 uplift at poll 9. 9)This bus is designed in accordance d with ere P391nimlafemal B2Lmg Code aedhon 2306.1 and referenced standard ANSI/TPI 1. 10)713s buss has been designed for a moving concentrated INe and 25 ph dead bled at all mid panes and at all panel points along Ne Top Chad and Bottom CTwd comment wish five and dead loads. 11)'Sen4440 pichbreeks se/Ging'weir Member end evly model was used in Ore analysis and design OI this buss. LOAD CASE(S) Standard or 144 OF : HNM (S/ PRESLCNEV `j 19 OO 14 { /4 pp 4342). /)I en �O `--,sTER� 4- 34,34.1,48.puss.as(;Hrs.(mousses siymyysys m v.vSBr umsc ear rmamW n n r= wanaror x.a, rw..a c a.r...aax wme.raw.w items oma. n rsw m` env • Job Truss Truss Type lOW My Upper Ridge Flats East Village Hill 15O4O859JR GOIAGE GABLE 2 2 Joh Universal Forest Products 7610 s Jan 297015 MTek�bombes,Inc.Wed Dec 7311:57862015 Page 1 10:084OQOm6onpISHX9m(WC4z95TC-TdOGauiu5NHselpVygtgu32C 1Z1 A66GSrFyuyeelz -2-108 9-0-0 18-00 27-00 - 366.00 - 2-10-8 �._ 40-0 _. _ 9-0-0 -.. h 9-0-0 9-0-0 _ - 4x6- Scale=1759 6.00 J2 5 001101161..I4x4 4 56 . 59 44 am;5L 11 6 T4 s 56 C S �2 '�'.LL S 2 S C 605 •� i 15 ST2 888 38 ST1 I ( k 526 117 q 'C,,((1 S 3 • 4 6 1 • 9 [' 3 �� 9 '` i fIli 81 L 1 ve dam.. 0-r. I �-U Ii�s it - : �I I _ 1 �N 15 G. 61 62 63 64 14 6513 66 67 68 69 t2 70 71 72 11 �3 74 10 75 76 77 78 9 4x8 - 4x6- 6x8= 4x8= 8x8= 476 = 4x4 II 1 9-0-0 ._ 18-0-0 _ 27-0-0 _ _ _ 36-00 9-0-0 940.-- _... 90() 1 9-00 ' Nate Ofsets(Y/Y)-[20-1120-_-41180-1-1$02-8y.111E-4-0.0-4-81 03:04-00-4 8)(330-1-90-1-01.7 5 5'13-1-90-1-0] .. LOADING(psh SPACING- 220 CSI. DEFL. TQL 428 Merle ONDOL 1.15 TC 0.37 Vert1LL) -0 17 >>3A W 3MT2O GRIPM (Gravid Bn 550) Lumbar DOL 115 BC 0.77 Van ) 41 TCOL 1]9 Rep StressIna NO WE 0.770rz(IL) 005 9 >/ 240 a Na a SCOL 10.0 COIeIB02009/1PId007 (Marls)) Weight 549 M FT=4% LUMBER- _.. 89ACING _-. . TOP CHORD WO SPF 21WF 18E TOP CHORD SI L:al wood sheatng d'mdlyagtied or 6-0-0 cePuNns.vied end watt BOT CHORD 2x6 SPF W1 BCT CHORD Rigel ceiling tiredly applied or 10-0-0 oc braalg, Except WEBS 2x4 SPF No.2'Except' 649 oc.bracing:14-15. WI.278 SP No.1 OTHERS 2x4 SPF No 2 or 2x4 SPE Slug%snee' ST12,5710,ST75T5:2x4 SPF Not REACTIONS- (tIslze) 15-429 ii f A{me 0-38).9'^1131058 (Gin.0-7-10) Max Haz15=153(LC7) Max(4PIR15=-816(LC 7),9-441(LC 8) Max trrv1xr4490(LC 12),9=3338(LC 17) FORCES. ,M)-Max.CarpMax.Ten-All forces 250(tea les except olden shown. TOP CHORD 1201269.2`e-5000'592.3-56e-45993/617,34=-3005/470.4570-461478,57-59=3367/486, -0-i'./507,5590-339/503 859=3373/4826-7-'411438,7-60=4104566 85@4330/540. 2-15-403WS34,8-9-32W/39e BCT CHORD 1581=220(5835152=224563.62{11221/`81.63-64=-220/563.14-64-2201553,14-654-5G3/4257, 13-5=563/42571386=5G44257.65574-56V425767-b8.5614257.68Kt566'4257, 12694-5634257,12-707-4391389,70-71=43910889.71.72--43911689,72-73=42912689 11-73-431.16911-74-439369.10-74=43913689,10-75-871397,7576=677397,70-77=07/397 77-78=67/397,478-67597 WEBS 5-12-331/1999.7-12=1012/246 7-11M-462/99,3-12=1717/298,3-14=26/624,2-144-3940982, 0-I W-.182/3489 NOTES- 1) OTES1)2-MY nee to be connected together WM lod(0.131G20 is as follows: Top Tows connected as follows 276-2 rows std al 0-90 oc.2x8-2 rows staggered at 0-9-0 oc. Bottom Inde connected as follows:2x6-21ws staggered at 0-9O a. Webs connected as fdlwrs:2x4-t row at 0.90 oc 2).A!beds are Wn5pa d equally applkd b NI OM except 6 noted as front(F)or beet(5)fare in the LOAD CASE(S)•Seabo.Ply to ply connections have been provided to dfotue and bads noted as(F)w(BH unless aherwfse Indicated. 3)Mnd.ASCE 705:1Wmph TCOL= Opst,BCD==50par U=245;Cal II,Exp B-enclosed.MWFRS(low-ri 1<achiever left and fight exposed Lumber D0L=160 plate 9dp DOL=1 66 4) Truss designed M wend loads vl the pane of the buss W. For studs exposed to wind(normal to the face),see Standard Industry G T'e End Dews as apolUe,apn. Suttqualified buting de»5ner as per AN59IP11. 5)TOLL:ASCE 7-05;P¢550 pV(Wound snowy Pf 423 pa(flat roofs]w),Category II.Exp B;eatery/EV.,Ck11 6)Unbalanced snow bads have been considered for this design. 7)Gus Imes has been deagned tor greater of nm roof he bad N 180 paa 200 limes flat roof bad W 423 psf on overhangs narmnoment with other Iiye Itsya OF I e)As rtyaseG plates have FICA been dmigned to provide for placement tolerances lir rough handling and eredOn andmons. it is be responsibility a Se AR pbtorale2x4 re plate sizes toarfuni for Ms these fade /"% 9)PV plates are 274 MT20 unless otherwise indicated. . /' 10)Gable suds spaced a12-00 oc p h M 11)TTIs buss has been designed for a 160 psf bottom Tod l' load noncnamalt WO any other he bad J( R 12)Prudes designed ns:Sanall°Mm)d buss toeeang plate apsCode withstanding 816 W uplift atµn115 and 4411b Win atped 9. 13)This w0-is domed bavNae nmti the Np9lnlemaE 1Ba'Mfrg etaesec5m236.1 and referenced standardndSVIPI L 7.Zky ° rm 14)This bus has been designedforanua bye and alnd load M259.gb live and 256tu dead hafted at a ll raid panels and at all panel points abng the Top j 9' Chord daid d Bottom `(ANNA,concurrent with Ise and dead bads �� 4' 151'SamMyd pits/breaks vlWGng lak'Member end folly model vias used m the analysis and design NbS buss. a, _�5 Continued an page 2 Y'KJN vie 4n er- - a aids nm Dbsguer balding ibusad lull sobs LI&alb summon if+•mg.isms.Er ..meson rr aha selvesGwen caws&Saw md tenufaiou sa SKS EH nun ea ... . . .. . _ .. Jap Truss Truss Iype °" Ply Upper Ridge Flats East Village Hill 15040859JR G01AGE GABLE 2 2 Jot Reference(optional) Unwerm(FoRsi PIWIE - --- 7.610 s Jan 292015 MITek lydufias,int WM Dec 23119:362015 Paget ID 0660 QDmeanpISHXpmIWCWz95TC-TdoGauJu53QfsGIPVygBu3ZCIZ1A68GSrFyuy661z NOTES- 16) OTES1B)Use USP NJC28 MOP 191 nails into Girder&1041 nails Pilo Truss)or equivalent spaced at29-11-0oc max darting a1868 from0le left end Pi 32-1140 to connect tussles)J02(1 Ply 2x0 SPE).CJ01(t ply he SP),.10213(I ply 220 SPF),CJ01A(1 ply 2s85P)lt tack lace of bottom&Pod 1])Use USP A28(Wilt]10:1 nails into Girder fl NASD nails into Trus)or equivalent spaced at 2-00 oc mac starling a150-12 from the left end to 30-11410 conned truss(es)J02(1;Sy bk SPF),J028(1 ply 2x4.SSP,to badcfaCe of bottom chord IB)Fro a1 rat atts where hanger s in contact path lumber 19)SWIXtig aCMkd10 1(Fm1S) LON]Cr5ER1 Slardael I)Dead+Sncc (balanced):Lumber In 7.15 Plate lnaea 715 uniform loads(PI) Vert 1-2—I1B,2-3x119,58=11ES-15=20 Concsmaed loads(b;. Vet 10=-56(9114-300(5)61=301(9)63=30X(5)54-300(B)65 08)68-58(B)68-58(8169-58' IB)]&-58(5111 58(B)23-558(B)24-58(13125-8(5)26=58(6178.47BI (J PNEsrM1 y -coyr9rsTERE� G`QVNU EM' .amr Nmu 141) d1=] awa.n..� 40419 Hy n awn ken mmsoaro+a woy n..gaes rgam-di r aada] age ddn+rm]ma .uwx.esmroeww.. Job This Truss Type ',aq Plr Upper Ridge Rats East Village Hill 15040859JR GO1GE GABLE 1 2 Jt Ras Universal Fore Rods= . .]fila s Jan 92015 Irak a4Tek Ind iesIncµparb13115/412015 Page1 toU04000m5onplS7-0-0 WxssTGfao9]bmiw62a6-0-0 JCnaFdvBgF,oRo)Yoa5y661U 3-10.8 9-0-0 18-0-0 27-0-0 3660 II 2-10-8 9-0-0 9-0-0 - 901-0 9-0-0 4x6= SCaFe=1959 6.00112 5 4x4 Ss 58 59 4x4 Szt 4x4iST457 6 azar 3 o r �' ° 6 56 ` 18 S]ll 0 ST 2 Sth2 5�'1h0 \\ fi0 5x5% ST1 �1� 1 ,6 ST2 5x6 r _ 1 l4 1 9 3 y 8 _._ft.� -. E4 S 3 1 Bl' 6'19 ���1 4�fi ,h1 Is l I. . �N 8 h3 G� � a .e eft 1:-- .,5 61 62 63 64 14 65 13 66 67 68 69 12 70 71 72 11 73 74 10 75 76 77 TB 9 4x8 = 4x6 = 8x8= 4x8= 8x8 = 4x6 1 4x8 = 90-0 18-0-0 27-0-0 _35-0-0 _-_ 9-0-0 1 906 1 9pp 9-0-0 • Plate Offsets(x Y}12:0-1-120-2-0220:0-51-120-2-01,Lumber 0 (9.EEge oT-0]]1062$0.2-01 01:0-4-D0-4-81(13040.0-4-81114:0-2 12,02 0)[3361 9,61-0],[55lit-9,61-0] LOADNG(pel) SPACNO- 2-0-0 CSL DEFL in (lac) TCLL 423 ) IMa,1 OO PLATES GRIP $naW/v50) Plate Gip OCL 1.15 TC 039 Ven(LL) -015 WIC >999 360 M128 197/144 TCDL 17.0 OL 115 BC 080 Ven(R) -081 910 >999 240 BOLL 00 CRep ode esslnp NO WB 078 %rll% 008 9 Na Na 15C01. 100 Code IBC2:Y.9RP12N] (MaMx) Weght 54916 FT=4% LUMBER. _ BRACING- _. TOP CHORD 24.SPF 2100F 18E TOP CHORD Sbudual wood sheaNNg 6realy applied or 600ncpulires, en[t %%verticals. ROT CHORD 2x6 SRF Not ROT CHORD %Bid ceiling direly applied or 10-0-0 oc bracing. Except: SEES 2x4 SPF Ns 2'Esser BCUoc bracing.14-15. Ni.2x8 SP N01 OTHERS 2x4 SPF No.2cc 2x4 SPF Stud%rept ST12.BT10$T],$TS 2x4 SPF No 2 REACTIONS (b/re) 151527X15-8 (min.0-3-11),44115/0-081am_03-6) Max Hcrz15=153(LC 7) Max UpIRl5=-65(LC 7).9-530(LC a) Max Gray I5-47140C 251 34902(LC 17) FORCES. (G)•Mac Corr ./Max Tet-NI toms 250(Pb)or less except when shorn. TOP CHORD 1-2 I289.256%53306r 358%4934/644 3A=4009/507.457 968/509,5758-3770517. 558--3743/530 559--3743/534,6-5.8%-37-751513,67=-4014/497.75 5151553.aERh002)631. 2-15262/551,50---0852/449 BOT CHORD 1581=219/575.61-82=210/575,62-83-219'575,6364=219/575,140@-219/575.14-15=58/44557 18[s-588145571388-586/4557.66-67-5864557.67-88=5864557.6459-588/4557 12$9--58&4557.12-7(S-513/4623.7671 1314623.71-72%51314623.72-73%513/S623, II-73=-513/4623,11-74%513/4623,10-7413/4623.1675=93'594,75-76=Pll5B4.76-77=90/594. 77-78=00/514.9-78=.94594 WEBS 5-12%359/2343.7-12%1742730%7-1r 3171561,3-12=1639292,3.14-3l4/558.2-14%4104279, 0-10=4388248 NOTE% 1)2{0/truss to be can deb hgeMfxM rod(0.131r)nails as follows: Top mads connected as blows'.228-2 rows staggered at 0-9-0 oc,2x8-2 rows staggered at 060 os Bonwn chat connected as follows 26-2 rays staggered at 0-900. Webs connected as loIny 2x4-1 row at 0-9-0 os 2)All loads are considered equally% id to an plies except it noted as front(F)or back(B)face In the LOM CASE(S)seA Ply to ply connecs04s bone 3 beenr6LEeddt;l M only ladsnoted as(F)or(B),unless ouieivit hRnated LOL=1 S3 pee 'TC0.3.0p9;BCOL 5.02sf h=24ft Cat.It;Exp 13,enclosed:MVJFRS 8wsse).rortkrxrkfi and/sill ever N:Lumber P de WL-1 BJ 4) Tn/ss design M wind bass to the plane Ste buss only Fa studs erred to vend(normal m the ate),see Starer trusty Gable End cedes as applicable.or mmol qua :0 bu59rg designer as per PNSVIPI I. 5)TOLL:ASCE 7-05;Pr 55.0 p9(gound sow):%0-423 psf Dal roof apw):Category IL Ew B.Fatally Exp-CDS/ 5)Unbalanced snow kris have been considered lm Nis Design. 7)This truss has been designed for gods ofcrit roollie load of 186p3 or 200 Lars Rt and bad of 42.3 psrm overhangs non-concurrent with other live rads 8)Ps regu to iiages have not been dedgneb bele&Dr gtwirar 084 Dunces or%ugh bantling and eraGm Cp bons. It B the resFmsLNy of Ne 1st OS ,1\ Fdn®hsfo 72x4 MTgace Sates to account for these factors. /� 9)AN plates are 2x4 MT20 unlessdhercnc'nNated. \ N 10)Th vu Is spaced a12-00 oc C 094 11)Pro truanes been(*signed -a ID 0 pt bottom arm re load nonarairtMtSa arty ogler Ise leads. ( RES 12)Provide mos des!connection(by others)&buss to bearing plate capable of section 230E1 N uplift at pint 15antl90lb 00%8ipn19 > ' 0-43 j 13)Thistuss u desghed m mxUenceeb the 2009 International OuiSV Code 2Yadl apd%fence standardnNaVIPI 1. le. 1y' T ` 'N 14)Thisd and has been desiledfor anwtirvewrtrated load of250.g%Ise and 25.011)dead paled Sal mood prels and al aY par / GUN and Botom CMN,cnontent%Mrrve and dead Drs.15Pa points 1,%-\ Gs ENtM/je Continuedipae2 including Mar Mentor end fixity model was used m the analysis aid design of this truss 5:, E pace u w a=1 1. uAS nN.,,, ruses�. SedanC.,npne a.a,,.a..�ma. ,u iRrn wi nua m ,Maw ,wn '!gas Truss T?m_.__ ._ 6p Ply Upper Ridge Flats East Village 15040859JR GO1GE GABLE 1 unrva'S1 F'ibesi Products . .. 7 MS158292015MTetWJusves Inc Wed S8o231157-222012 Pape] ID'U840UDm6onpIsHXgmIVtc4Z95TC Hn9YInlpvA0aS!ZU1i76995ud5URtPOeN129Yy6611 KOES 15)pl( PHJC€tMt 24 ndi1, 1B&28SP)6,MTN4)IX aµmrnivl5{"tlstl192 -t14 max,z4Y.ffiiga['41E4MIthe W6 end =MIIPMRQ miss$sj.YY1(I{ry'yi SPF);,101 ps2*SP) 02(t 108naiFB,CJOI(1 py 29 SP)do(lo otixluanemwa 1])Use USP JL26 With ply nails AltFF) Girder NASO nails bottom chordMuss)N'tqurvalpM spaced 542 0-0 oc max.5819n90I564hwn the kllaltlb 30-11-410 connect vRs(PS).p2(1 Ty 224 8PF),J0$911 ply 2X4 SPF),J02(1 ply 284 SPP)b back face N lgttom tlldtl. 16)srholes where ! Inen wv lunben 19)9bd:fin°aRlid to ply Cr!OFF LOAD GASE(S)�Str�yaW.�t�� ?}Geed«Stow oed)WPY�h Brno-ft .PHIe inuease=1 U' UMLm (lads pi) Wit 1-2--119,2-x110 8=119.615=20 cmcenkSed Loads(lo) VM I1.t30.Ve)14,300(B 61-301(6163x31083)64=-3®(8)o5-300(6166.5881)S8—5B(9165s.eA3(B)70-52(B)71=55(e)73-58(B)74.80083)755-3 6(B)76..30126)70-301(0) ir .awn M UI • PeESLrY • . rt = 11ak°2,,5.,__Fm Qin 00Ni1 E� idami annn + B m2 a ..,�.o., wo.�B� a em...�iagyo ww..,,rw�.. v y]O 001 .,,ebecSES A Md ' ll ARRAY NOT TO IND ZONE 3 HAS REDUCED SPANIle City o Northam• wi PASS THIS LINE SEE NOTE#5 / Buildi . Depart SEE NOTE # 13 Pl.n Review } 2OSY2' 1://"0„ 212 ain Stre: - 3�" Northam ton. MA 11060 ' , , 1 , -----------_,__ Jr" 1 I 1 , 1o^ t IF ACTUAL 4134" TRUSS IS ROOFAAMV PM STEN(F"uN � 1 >18" FROM �„ N�� 0 EDGE USE = il" y} I 8-PT. BASE ARRAY E (PI D IN ROOFPLANE, � Yn �� NOTE oREUFEQUALD'SANSrROM rHE s F N ROOF EDGE 1 1 I Li MENi 01 ORP US L ION N{rEiE OWN AND M,151 RE IRB✓LP FE0.6 C SSR EWO LDEXCEED XC CIOV IS,OER WE9 IF16. I 4134" TSsr TS ULO EBASE BF USED o RANES,8-PT.BASES TO BF USED. , 1;1 1 IS] 3. M il ILPAM1 IS+� 41 U H ILANT LEVE& fl� ZON 3I4FROM OIVFPMAIN-ALB SPAN li 2034' 246" NDANT&v=_a LOADED 1U42 a' I CTIELY 1 . N U. \ UN E SND HEA tGE ED BASES APE SPACE Br AND TneeEReEU TO DIM RIBUTL'LOAD I 41Ye r SPLICES MIN AEBAYEROM BASSS - I KEEL'SOLI(ES 1 MIN AWAS FROM MID CLAMPS IP �� C SLIDE RAIL`, /BI SACC CONCLI1 'T 1 III l SI F 6r`_ MID CLMPS ODAVOI �{I�1 .,L h. 'VCICh . rN.ERTNE FROMIl. (EMS us BS BETWEENDUL II } _ ' 4 u AND FROM 1HE FEATO THE MODULE #1 TF OOFMATERIAL ISASP n 1'ANGLES tz rEEI A('PEAK PER wvl IMo T :PE(. 41j ' IS. NES MAN. ALFOFRO. AISRESERVEC Ua I fl TE UNIT ARRAN MAP NH EXTEND INTO PI P ESTEPNH4F OERJ __ -- I --� — 'e wmnL Bu t of MATERIALS 10" 3y)" - PART. MAK(&MODEL N f 208Y° ,IT 3Y3, RML IS RISI MDU NT 1 u EASES L-!ET CS QU IKFOOI 44 ENGINEERED TRUSSES @ 24" O.C. �SASES c-EEEONRrr. LOCATION OF FIRST TRUSS TO BEINSI RUN A . T Si c • FIELD VERIFIED-SEE NOTE#2 .1mULEPu N-UUIs I m 2 PV SQUARED SOLAR t WILBY ARRAY LAYOUT _R"MI D"„ SHEET r1r11 (p�/) �Rtr, FESD R1ET 11T B ,K A-01 i NLI GC ILLR AD. NST ES-} C L ESI Nl N NM,F V .PMN Mn I880 A: Dsmu rA,. . 4rL COOPMAjt 11 1r r '-. [t.[;- Tw SunPower^^ X22-360-C-AC I Residential AC Module Series Design-Driven Advantages ©2 2 -clulc a.Dunne:3rde ler_:' LL 3 Lf)''' uyJe ref3h .,; SERIES c rel 'iicap r ' dr :sorer—pied ower and ° ,nua c`rarranty { Maximize Value`or Roof 'er:fcroc no: e'rr :unci f)f ri e p.tr forP3 A r re of each —odole Expand Deployment Options • Complex rock arid partial shadier, • Sr'.ari ses;ens expan I.. ay . Simplify & Speed Installation Optimize System and Instal ation Efficiency P3,-io.ezr ared _rein.ei s, 4 _doubI 1 eProo.AC connectors - Ccsern flexiddfry D,131 e and onsim• ,D( ,reg e..pig process • 1-err ,'.a er Sr2C.5 han Corerireis= _Menu Jtoc • lor pro.r corrosoor,pro Component of Complete System H ii for user Suneowery n i-F'r or,2 and he JJnPowe Mer .di na Superup issrer (else b it boa nes h.e its S w sunpower.corn SUNP WER SunPower'` X22-360-C-AC Residential AC Module Series Power Data. Mechanical Data SPR-X22-360-CAC AC Electrical Data - _-_-- Warranties and Certifications,,., Hr Tested Operating Conditions N �e .� SUNP WER C '= a r Y SunPower- InvlslMount'M Residential Mounting System Simple and Past Installation err- ed+-odu , r,.�rctn' np; • . d_-,_ r.1", r,n, cid I : n lur easy cer en[ , . • Jame lot h alive e.ci 'u , acing o4e,pre c-le•ail spike • 'J is_eav are prrVn^.no Flexible Design - esses Heal ly 4o-dn Fr, roars ! n;n in lancscape and poem. ii Uie2S H .ode Har ;q - Customer-Preferred Aesthetics . _. Lle an �,inr- ,r in -Is..- _hess Elegant Sim ph cly i. owl r I ar . .r dzed Fener-s SU 'r. e _. tr_" - inu^0n. 'er-Gest e Id iclam andend car ps a ri.r': i P,,i . T . , sb4Gu are.arc .ot ec.f ,e rails arte- aatt -es re5re , , rpeo nd m nats, P c Part of Superior System Heal atich -lc x:Oil _,jt stne:iCs. C fousca n .b.erD rl C _ • , s ' 1nL� n _ .;as_ ncallye oleoarC .t in lass s r Ro -: _ r E. rnarin;app a rF c,P r. roc.iBi ' . aC s alp -Dr oerermto hot: htmcceners r , ci.Iler sunpower.com SUNP WER �a`y�vr. rr • _ Y i cciljf S.fift 'i 3 e tt fes. .4 ^� , nix SunPower InvisiMount'M ( Residential Mounting System InvisiMount Component Images sir yi ttEtnenntlt et L ...tratt4Wiiitnt InvisiMount Component Details InvisiMount Operating Conditions InvisiMountWarranties And Certifications `. Roof Attachment Hardware Supported by InvisiMount System Design Tool " -- RoofAttachment Hardware Warranties SUNP WER Quik FootTM PRODUCT GUIDE Quik Foot Contents i Exploded Product View- Sec. I IMMO Installation Instructions— Sec.2 Bill of Materials — Sec. 3 Cutsheets —Sec.4 Specifications -Sec.5 Load Test Reports —Sec. 6 ;S ll vil 4tr.r 1 WS la EcoFasten Solar® SOCommhted to the Support of Renewable Energy QUIK FOOT " PRODUCT GUIDE nI''I'') Exploded Product View 0 4 i , O .} -- i • < * '. *Note. N *3umbers correspond with B.O.M,Sec. 3-I • son LI �Cmiwtr cl �o. U4 ux ed Oi.&I! QUIK FOOT" PRODUCT GUIDE Bracket Options L-102-3" pr.. . , t - i r 0 j • [I) � s I t O s> w.-. A Si.., q-8 QUIK FOOT' PRODUCT GUIDE QFL-812 -1415 x 1 +,' , . sl b vx' ' •.132 9 t w f , ',I; ‘, ' , . I i , 4o + i F. :21 � 1(1 LIN 4' ' °` r - Seca3 QUIK FOOT PRODUCT GUIDE ' 1 QF- S A A � ,... .. 27 I ikL ALI A -.4--1 Isle k r co) 0 \!!), 111111111111111111111110 C ° A J SECTION A-A 41) i _ 3/8-16 18 8 4 W f a 1 1 ill Sit-2