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Hewitt Residential Bldg - Portfolio_opt 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 City of Northampton Building Department 212 Main Street Room 100 Northampton, MA 01060 phone 413-587-1240 Fax 413-587-1272 Department use only Status of Permit: Curb Cut/Driveway Permit ____________________ Sewer/Septic Availability______________________ Water/Well Availability________________________ Two Sets of Structural Plans___________________ Plot/Site Plans_____________ Other Specify__________ APPLICATION TO CONSTRUCT, ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 - SITE INFORMATION 1.1 Property Address: This section to be completed by office Map _______________ Lot __________________Unit_________ Zone ________________ Overlay District______________ Elm St. District__________________ CB District______________ SECTION 2 - PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: ______________________________________________________ Name (Print) _____________________________________________________ Signature _____________________________________________________ Current Mailing Address: ______________________________________________________ Telephone 2.2 Authorized Agent: ______________________________________________________ Name (Print) ______________________________________________________ Signature ______________________________________________________ Current Mailing Address: ______________________________________________________ Telephone SECTION 3 - ESTIMATED CONSTRUCTION COSTS Item Estimated Cost (Dollars) to be completed by permit applicant Official Use Only 1. Building (a) Building Permit Fee 2. Electrical (b) Estimated Total Cost of Construction from (6) 3. Plumbing Building Permit Fee 4. Mechanical (HVAC) 5. Fire Protection 6. Total = (1 + 2 + 3 + 4 + 5)Check Number This Section For Official Use Only Building Permit Number:_______________________________ Date Issued:______________________________________________ Signature: ______________________________________________ Building Commissioner/Inspector of Buildings _______________________________ Date _______________________________________________________________@ ____________ EMAIL ADDRESS (REQUIRED; EITHER HOMEOWNER OR CONTRACTOR) Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front Side Rear L:______ R:______ L:______ R:______ Building Height Bldg. Square Footage % Open Space Footage (Lot area minus bldg & paved parking) % # of Parking Spaces Fill: (volume & Location) A.Has a Special Permit/Variance/Finding ever been issued for/on the site? NO DON'T KNOW YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO DON'T KNOW YES IF YES: enter Book Page and/or Document # B. Does the site contain a brook, body of water or wetlands? NO DON'T KNOW YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained , Date Issued: C.Do any signs exist on the property? YES NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property ? YES 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 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 0r Doors Alteration(s) Roofing Accessory Bldg. Demolition New Signs [ ] Decks [ ] Siding [ ] Other [ ] _________________________________________________________________ Brief Description of Proposed 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 . l.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, _______________________________________________________________________________________, as Owner of the subject property hereby authorize ________________________________________________________________________________________________ to act on my behalf, in all matters relative to work authorized by this building permit application. ______________________________________________________________________________________________________________ Signature of Owner Date I, _______________________________________________________________________________________, as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury. ______________________________________________________________________________________________________________ Print Name ______________________________________________________________________________________________________________ Signature of Owner/Agent Date SECTION 8 - CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Name of License Holder :___________________________________________________________ ___________________________________________________________________________ Address ___________________________________________________________________________ Signature Telephone Not Applicable ! _____________________________________ License Number _____________________________________ Expiration Date 9. Registered Home Improvement Contractor: __________________________________________________________________________ Company Name __________________________________________________________________________ Address _________________________________________________Telephone_________________ _ Not Applicable ! _________________________________ Registration Number _________________________________ Expiration Date 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....... !No...... ! Proposal and Agreement # 00016943 Page 7 of 13 Carol Shriver-Hewitt and Robert Hewitt- December 13, 2021 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. ________________________________________ ______________________ Printed Name Date ________________________________________ ______________________ Signature Title DocuSign Envelope ID: 33BF6D59-249C-4A80-8A23-B4A7BE70DDCE Carol Shriver-Hewitt System Owner Make a Payment Online 12/23/2021 | 6:07 PM EST 12/30/2021 Webber & Grinnell 8 North King Street Northampton MA 01060 Kathy Parker (413) 586-0111 (413) 586-6481 kparker@webberandgrinnell.com Pioneer Valley PhotoVoltaics Cooperative, Inc. Attn: Kim Pinkham 311 Wells Street, Suite B Greenfield MA 01301 Ohio Casualty/Liberty 24074 Ohio Security/Liberty 24082 Continental Indemnity/AUW 28258 CL21123017215 A XCU Included BKS57072282 01/01/2022 01/01/2023 1,000,000 300,000 15,000 1,000,000 2,000,000 2,000,000 B $1k Coll Ded $1k Comp de BAS57072282 01/01/2022 01/01/2023 1,000,000 Underinsured motorist combined single limit 300,000 A 10,000 USO57072282 01/01/2022 01/01/2023 5,000,000 5,000,000 C N 375928710105 01/01/2022 01/01/2023 1,000,000 1,000,000 1,000,000 A Commercial Property BKS57072282 01/01/2022 01/01/2023 Business Personal Prop $1,820,700 Installation $25,000 Transportation $75,000 Worker's compensation includes MA and NY Evidence of Insurance SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. INSURER(S) AFFORDING COVERAGE INSURER F : INSURER E : INSURER D : INSURER C : INSURER B : INSURER A : NAIC # NAME:CONTACT (A/C, No):FAX E-MAILADDRESS: PRODUCER (A/C, No, Ext):PHONE INSURED REVISION NUMBER:CERTIFICATE NUMBER:COVERAGES IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). 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. OTHER: (Per accident) (Ea accident) $ $ N / A SUBR WVD ADDL INSD 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. $ $ $ $PROPERTY DAMAGE BODILY INJURY (Per accident) BODILY INJURY (Per person) COMBINED SINGLE LIMIT AUTOS ONLY AUTOSAUTOS ONLY NON-OWNED SCHEDULEDOWNED ANY AUTO AUTOMOBILE LIABILITY Y / N WORKERS COMPENSATION AND EMPLOYERS' LIABILITY OFFICER/MEMBER EXCLUDED? (Mandatory in NH) DESCRIPTION OF OPERATIONS below If yes, describe under ANY PROPRIETOR/PARTNER/EXECUTIVE $ $ $ E.L. DISEASE - POLICY LIMIT E.L. DISEASE - EA EMPLOYEE E.L. EACH ACCIDENT EROTH-STATUTEPER LIMITS(MM/DD/YYYY)POLICY EXP(MM/DD/YYYY)POLICY EFFPOLICY NUMBERTYPE OF INSURANCELTRINSR DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) EXCESS LIAB UMBRELLA LIAB $EACH OCCURRENCE $AGGREGATE $ OCCUR CLAIMS-MADE DED RETENTION $ $PRODUCTS - COMP/OP AGG $GENERAL AGGREGATE $PERSONAL & ADV INJURY $MED EXP (Any one person) $EACH OCCURRENCE DAMAGE TO RENTED $PREMISES (Ea occurrence) COMMERCIAL GENERAL LIABILITY CLAIMS-MADE OCCUR GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO-JECT LOC CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) CANCELLATION AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. CERTIFICATE HOLDER The ACORD name and logo are registered marks of ACORD HIRED AUTOS ONLY AERIAL MAP NOT TO SCALEA SITE PLAN NOT TO SCALEB PROJECT INFORMATION: Project:HEWITT NORTHAMPTON Address:168 EMERSON WAY NORTHAMPTON, MA 01062 SYSTEM DETAILS Total System Size: 13.2 kW DC (Solar) 10.0 kW AC (Solar) Modules:(33) Q.Peak DUO BLK ML-G10+ 400 Inverters:(1) SolarEdge 10kw HD-Wave w/ RGM Optimizers (33) SolarEdge P401 DESIGN CRITERIA Design Snow Load 35 (psf) Design Wind Speed 117 (mph) Exposure Category B Risk Category II AUTHORITY HAVING JURISDICTION Building:Kevin Ross (413) 587-1239 Electrical:Roger Malo (413) 587-1244 Electrical Utility:NATIONAL GRID Code Ref NEC 2020 (MA) PROJECT NOTES SOLAR ARRAY (ROOF) MAIN LOAD CENTER SOLAR PV EQUIPMENT (BASEMENT) UTILITY SERVICE METER MAIN SERVICE DISCONNECT SOLAR PV DISCONNECT (OUTSIDE) 311 WELLS STREET, SUITE B GREENFIELD, MA 01301 WWW.PVSQUARED.COOP 413-772-8788 SIZE: PV SQUARED SOLAR SCALE: DATE: BY: REV: HEWITT NORTHAMPTON 168 EMERSON WAY NORTHAMPTON, MA 01062 SITE PLAN & PROJECT INFO. 7/12/2022 RTC NO SCALE 11x17 PV-M1 0 (17') 204"(17') 204"(14') 133 5 16" (14') 845 8"(14') 16711 16" Array 539 5 16" Roof 573"Array 222716"Roof 35458"3 4" 113 4" 11 4" 195 8" 3 4" 411 8" 74" MODULE DETAIL SCALE: 1/4" = 1'-0"A ARRAY LAYOUT SCALE: 3/16" = 1'-0"B ROOF SPECIFICATIONS: Material: Asphalt Shingles Attachment Structure Decking/Rafters Pitch 34° Azimuth 220° MODULE SPECIFICATIONS: MODULE MODEL: Q.Peak DUO BLK ML-G10+ 400 Dimensions:73.98" x 41.14" x 32mm Clamp Long Side: 3/4"-19 5/8" Clamp Short Side: 3/4"-11 3/4" RAIL SPECIFICATIONS Make & Model: Ironridge XR100 Clamp Torque: 80 in-lbs L-Foot Torque: 250 in-lbs Max Span:87" Max Cantilever: 35" ATTACHMENT SPECIFICATIONS Bases:Sunmodo Nanomount Fasteners:DF #14-10 x 2" Type A MP or Similar Sealant:Chemlink M-1 Max. Attachment Span: 48" ARRAY NOTES 1. Framing and attachment locations to be verified on site. 2. Bases are staggered to distribute point loading except at edges of array. 3. Additional or alternative bases may be used to meet actual roof conditions. 4. Ironridge Rail Gap Spacing: 4.1. 3/8" Horizontal Spacing 4.2. 1/4" Vertical Spacing 311 WELLS STREET, SUITE B GREENFIELD, MA 01301 WWW.PVSQUARED.COOP 413-772-8788 SIZE: PV SQUARED SOLAR SCALE: DATE: BY: REV: HEWITT NORTHAMPTON 168 EMERSON WAY NORTHAMPTON, MA 01062 ARRAY LAYOUT & ROOF DATA 7/12/2022 RTC AS SHOWN 11x17 PV-M2 0 Trusses 24" OC Rail Sunmodo Nanomount Bases Install on Decking w/5 Screws Per Base Max. 48" OC Truss Connector Total ListManuf Product QtyUSP HUS26 42Bearingwalls.As requested, 5 PSF additional TCDL has been added for futuresolar and/orphotovoltaic panel system. Panels must be loaded in a uniform manner.Review roof truss reactions againstbearing widths per plan.BBOBBOBBO(3) 1.75x11.875" BOBBOT01GET02GEG01T03GEG02T04GET04T05GET05T06GET07AT07AT07GET08GEV01V02V03V04V05V06V07V08V09V10V11V12V13V14PB01PB04PB07HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26T01(3)T02(4)T03(3)T06(11)T07(9)T08(11)PB05(11)PB06(11)PB02(5)2' 0" 21' 4"20' 8"6' 0" 50' 0" 24' 0" 24' 0" 2' 0" 50' 0" 6' 6"34' 0"22' 0" 2' 0"64' 6"15' 0"23' 0"26' 6"64' 6"6' 0"8' 8 5/8"25' 11 3/8"21' 4"1' 11 1/4"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"1' 11 1/4"2' 0" 2' 0"6 3/4"1' 11 1/4"2' 0" 2' 0" 2' 0"4 7/8"1' 7 1/8"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0"2' 0" 1' 11 1/4"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 1' 11 1/4"2' 0 3/4"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0 3/4"2' 0" Roof Area 4602.3Sheathing Count 158Overhang Lines 163.13Raked Lines 263.76Ridge Lines 112.13Hip Lines 0Valley Lines 133.68THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to beincorporated into the building design at the specificationof the building designer. See individual design sheets for eachtruss design identified on the placement drawing. The building designer is responsible for temporary and permanent bracingof the roof and floor system and for the overall structure. The design of the truss support structure including headers, beams,walls, and columns is the responsibility of the building designer. For general guidance regarding bracing, consult "Bracing ofwood trusses" available from the Truss Plate Institute, 583D'Onifrio Drive; Madison, WI 53179. It is the responsiblility of theGeneral Contractor/Superintendent to verify that the provided truss layout shall match the final intended construction plans,loading conditions, and use. If they do not, it is the responsiblility of the General Contractor/Superintendent to provideprints/plans containing the latest specifications and designs. Universal Forest Products will not be responsible forprint/planchanges by others after final approval ofshop drawings, norwill they be responsible for errors or modifications made on-siteduring construction. DO NOT CUT, NOTCH, DRILL, OR OTHERWISE"REPAIR" MANUFACTURED TRUSSES IN ANY WAYWITHOUT PRIOR WRITTEN AUTHORIZATION BY A LICENSED PROFESSIONAL DESIGNATED BY UFP. UFP WILL NOTBE HELD RESPONSIBLE FOR ANY MODIFICATIONS OR "CHARGE BACKS"DONE WITHOUT PRIOR WRITTENAUTHORIZATION FROM UFPHewitt-Shriver-Roof168 Emerson Way Northampton, MA10/8/2019 By: JKFor Approval19063422BThe following information is anapproximate and NOT guaranteedPossible wall plate crushing issues.See individual truss drawings for details.Left End ofTruss SymbolLeft End of Truss SymbolF09*Note; To be used with truss drawings / Wood trussdoes not have symbol on it.Left End of Truss Symbol 8 12 3x4 2x4 2x4 4x6 2x4 2x4 2x4 3x4 1 5 8 7 6 13 16 42 14 15 3 B1 0-5-3 15-9-6 7-5-8 15-4-3 7-10-11 7-10-11 15-9-6 0-0-4 Scale = 1:36.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.15 Vert(TL) n/a - n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.19 Horiz(TL) 0.00 5 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-MS BCDL 10.0 Weight: 48 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 15-9-6. (lb) - Max Horiz 1=99 (LC 8) Max Uplift All uplift 100 (lb) or less at joint(s) 1 except 6=-108 (LC 12), 8=-109 (LC 11) Max Grav All reactions 250 (lb) or less at joint(s) 1, 5 except 6=591 (LC 18), 7=509 (LC 1), 8=591 (LC 17) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-7=-448/6, 2-8=-474/139, 4-6=-474/138 NOTES (11) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) 0-2-13 to 3-2-13, Interior (1) 3-2-13 to 5-1-8, Exterior (2) 5-1-8 to 11-1-8, Interior (1) 11-1-8 to 13-0-3, Exterior (2) 13-0-3 to 16-0-3 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 II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) * This truss has been designed for a live load of 20.0psf 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=108, 6=107. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) As requested, 5 PSF additional TCDL has been added for future solar and/or photovoltaic panel system. Panels must be loaded in a uniform manner. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 168 Emerson Way Northampton, MA PB05 11 119063422BPiggyback Job Reference (optional) UFP, UFP SE Engineering Run: 8.31 S May 22 2019 Print: 8.310 S May 22 2019 MiTek Industries, Inc. Tue Oct 08 11:55:35 Page: 1 ID:SzzcaSjzUri4WwWfOYSecCyfPDe-ZRGmqdkL8qgG?_La4rztyzRzi97PRD8UcXh21RyVVA6 10/09/2019 8 12 3x4 2x4 2x4 4x4 2x4 2x4 2x4 1 7 6 5 10 2 11 4 3 B1 2-2-6 10-1-1 7-10-11 7-10-11 10-1-1 0-0-4 Scale = 1:36.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.17 Vert(TL) n/a - n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.13 Horiz(TL) 0.00 5 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-MS BCDL 10.0 Weight: 36 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 10-1-1. (lb) - Max Horiz 1=131 (LC 11) Max Uplift All uplift 100 (lb) or less at joint(s) 5, 6 except 7=-107 (LC 11) Max Grav All reactions 250 (lb) or less at joint(s) 1, 5 except 6=351 (LC 1), 7=568 (LC 17) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-296/52, 2-7=-442/139 NOTES (11) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) 0-2-13 to 3-2-13, Interior (1) 3-2-13 to 5-1-8, Exterior (2) 5-1-8 to 10-2-2 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 II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) * This truss has been designed for a live load of 20.0psf 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6 except (jt=lb) 7=107. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) As requested, 5 PSF additional TCDL has been added for future solar and/or photovoltaic panel system. Panels must be loaded in a uniform manner. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 168 Emerson Way Northampton, MA PB06 11 119063422BPiggyback Job Reference (optional) UFP, UFP SE Engineering Run: 8.31 S May 22 2019 Print: 8.310 S May 22 2019 MiTek Industries, Inc. Tue Oct 08 11:55:35 Page: 1 ID:hRUavjdxMNhDZhv7wtImHWyfPDm-ZRGmqdkL8qgG?_La4rztyzR_O97BREAUcXh21RyVVA6 10/09/2019 8 12 4x10 4x4 2x4 4x8 5x8 5x6 6x6 4x4 4x6 4x8 2x4 4x6 6x8 4x4 4x6 4x6 2x4 4x10 13 36 37 19 18 38 39 17 16 41 15 1442 4340 121 2 35 27 3 11 28 34 10 4 6 730 3132 85 3329 9 T3 T4 B1 B4B3B2 HW2 0-0-13 15-5-11 0-3-10 31-7-14 0-10-8 48-1-14 5-1-6 31-4-4 5-4-3 20-9-14 5-5-0 26-2-14 7-8-14 7-8-14 7-8-0 15-4-14 7-8-0 39-3-14 7-11-8 47-3-6 0-1-12 25-9-10 10-8-13 36-6-7 10-8-15 47-3-6 12-9-1 25-7-14 12-10-13 12-10-13 1-1-12 1-0-0 Scale = 1:80.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL) -0.21 17-19 >999 240 MT20 197/144 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.68 Vert(CT) -0.33 17-19 >949 180 TCDL 15.0 Rep Stress Incr YES WB 0.83 Horz(CT) 0.02 17 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-MS BCDL 10.0 Weight: 282 lb FT = 20% LUMBER TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* W4:2x4 SPF 2100F 1.8E WEDGE Right: 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 -- 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 5-6-5 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-17, 8-17, 9-17, 5-19 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=1353/ Mechanical, (min. 0-1-8), 12=1145/0-5-8, (min. 0-1-15), 17=3263/0-3-8, (req. 0-5-2) Max Horiz 1=-210 (LC 7) Max Uplift 1=-76 (LC 11), 12=-106 (LC 12), 17=-23 (LC 8) Max Grav 1=1441 (LC 18), 12=1228 (LC 19), 17=3263 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-829/0, 2-27=-1661/151, 3-27=-1497/173, 3-28=-1351/147, 4-28=-1133/165, 4-5=-1112/186, 5-29=-932/214, 6-29=-932/214, 6-7=-1/432, 7-30=-1/432, 30-31=-1/432, 31-32=-1/432, 8-32=-1/432, 8-33=0/414, 9-33=0/414, 9-10=-818/230, 10-34=-902/202, 11-34=-1057/191, 11-35=-1013/158, 12-35=-1382/135 BOT CHORD 1-36=-208/1382, 36-37=-151/1382, 19-37=-151/1382, 18-19=-73/365, 18-38=-73/365, 38-39=-73/365, 17-39=-73/365, 17-40=0/297, 16-40=0/297, 16-41=0/297, 15-41=0/297, 14-15=-22/999, 14-42=-22/999, 42-43=-22/999, 12-43=-22/999 WEBS 6-17=-1778/159, 8-17=-810/124, 9-17=-1229/117, 9-15=-127/1096, 11-15=-722/242, 6-19=-89/1106, 3-19=-685/237 NOTES (12) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) 0-2-10 to 4-11-6, Interior (1) 4-11-6 to 9-0-1, Exterior (2) 9-0-1 to 22-4-9, Interior (1) 22-4-9 to 25-1-7, Exterior (2) 25-1-7 to 38-5-14, Interior (1) 38-5-14 to 43-7-12, Exterior (2) 43-7-12 to 48-4-8 zone;C-C for members and forces & 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, W left =24-2-4, W right =24-2-4 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 20.0psf 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, with BCDL = 10.0psf. 6) WARNING: Required bearing size at joint(s) 17 greater than input bearing size. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 76 lb uplift at joint 1, 106 lb uplift at joint 12 and 23 lb uplift at joint 17. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) The loading on this truss has been modified to reflect the roof profile, the ridgeline is located 24-2-4 from joint 1 and has a slope of 8.000 on the left and -8.000 on the right. 12) As requested, 5 PSF additional TCDL has been added for future solar and/or photovoltaic panel system. Panels must be loaded in a uniform manner. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 168 Emerson Way Northampton, MA T06 11 119063422BPiggyback Base Job Reference (optional) UFP, UFP SE Engineering Run: 8.31 S May 22 2019 Print: 8.310 S May 22 2019 MiTek Industries, Inc. Tue Oct 08 11:55:38 Page: 1 ID:hpC8PznHEgrOAOOKxVr_fxyfP?M-z0yvTfmEQl2rsS49l_WaZc3SkM1teQvxIUwiemyVVA3 10/09/2019 8 12 4x10 4x6 2x4 5x6 5x10 3x6 6x10 6x10 2x4 5x6 3x4 22 23 11 24 10 25 9 26 8 1 2 16 17 3 18 4 6 2021 7195 T3 B1 B2 0-3-7 15-8-5 4-8-12 20-5-1 7-8-14 7-8-14 7-8-0 15-4-14 5-3-11 25-8-12 8-5-1 25-8-12 8-6-15 8-6-15 8-8-12 17-3-11 1-1-12 Scale = 1:56.7 Plate Offsets (X, Y): [1:0-7-2,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.89 Vert(LL) -0.18 9-11 >999 240 MT20 197/144 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.45 Vert(CT) -0.27 9-11 >999 180 TCDL 15.0 Rep Stress Incr YES WB 0.68 Horz(CT) 0.03 8 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-MS BCDL 10.0 Weight: 166 lb FT = 20% LUMBER TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* W6:2x6 SPF No.2 SLIDER Left 2x6 SPF No.2 -- 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-8, 5-11, 5-9, 6-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=1530/ Mechanical, (min. 0-1-8), 8=1530/ Mechanical, (min. 0-1-8) Max Horiz 1=312 (LC 11) Max Uplift 1=-33 (LC 11), 8=-110 (LC 8) Max Grav 1=1982 (LC 26), 8=1823 (LC 25) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-337/0, 2-16=-2595/23, 16-17=-2550/26, 3-17=-2135/52, 3-18=-2549/173, 4-18=-2199/189, 4-5=-2166/211, 5-19=-872/89, 6-19=-872/89, 6-20=-1050/117, 20-21=-1050/117, 7-21=-1050/117, 7-8=-1750/202 BOT CHORD 1-22=-338/1974, 22-23=-269/1974, 11-23=-269/1974, 11-24=-114/1011, 10-24=-114/1011, 10-25=-114/1011, 9-25=-114/1011 WEBS 7-9=-197/1734, 3-11=-1138/275, 5-11=-229/1497, 5-9=-869/185, 6-9=-951/134 NOTES (10) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) 0-2-10 to 3-2-10, Interior (1) 3-2-10 to 11-5-7, Exterior (2) 11-5-7 to 19-11-4, Interior (1) 19-11-4 to 22-8-10, Exterior (2) 22-8-10 to 25-8-10 zone;C-C for members and forces & 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) Provide adequate drainage to prevent water ponding. 5) * This truss has been designed for a live load of 20.0psf 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, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 110 lb uplift at joint 8 and 33 lb uplift at joint 1. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) As requested, 5 PSF additional TCDL has been added for future solar and/or photovoltaic panel system. Panels must be loaded in a uniform manner. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 168 Emerson Way Northampton, MA T07 9 119063422BPiggyback Base Job Reference (optional) UFP, UFP SE Engineering Run: 8.31 S May 22 2019 Print: 8.310 S May 22 2019 MiTek Industries, Inc. Tue Oct 08 11:55:39 Page: 1 ID:4XGikWVYRBh5AB0ugQH3N_yfOq5-RCWHg?nsB3AhUbfLJh1p6pbXKmRnNwY4X8fFADyVVA2 10/09/2019 8 12 10x12 4x4 4x4 4x6 4x4 MT20HS 3x10 5x8 5x10 4x6 4x6 4x6 4x6 9 14 15 8 16 7 17 6 10 11 1 12 2 3 4 13 5 B1 B2 7-1-1 7-1-1 6-11-13 14-0-13 7-3-5 21-4-2 0-5-8 21-4-2 10-3-11 20-10-10 10-6-15 10-6-15 1-1-8 Scale = 1:68.9 Plate Offsets (X, Y): [5:0-5-0,0-1-8], [9:Edge,0-3-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL) -0.34 6-8 >731 240 MT20 197/144 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.58 Vert(CT) -0.52 6-8 >482 180 MT20HS 148/108 TCDL 15.0 Rep Stress Incr YES WB 0.75 Horz(CT) 0.03 11 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-MS BCDL 10.0 Weight: 163 lb FT = 20% LUMBER TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* W1,W6:2x6 SPF No.2 OTHERS 2x6 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-10, 2-9, 4-6 WEBS 2 Rows at 1/3 pts 5-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 9=1254/ Mechanical, (min. 0-1-8), 11=1198/0-5-0, (min. 0-1-8) Max Horiz 9=412 (LC 11) Max Uplift 11=-253 (LC 11) Max Grav 9=1302 (LC 18), 11=1459 (LC 18) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-587/94, 1-12=-664/65, 2-12=-489/86, 2-3=-1280/0, 3-4=-942/0, 4-13=-369/0, 6-11=-166/1071, 5-11=-166/1071 BOT CHORD 9-14=-292/1210, 14-15=-292/1210, 8-15=-292/1210, 8-16=-145/698, 7-16=-145/698, 7-17=-145/698, 6-17=-145/698 WEBS 2-9=-998/0, 2-8=-511/220, 4-8=-67/844, 4-6=-1153/249, 5-11=-1460/253 NOTES (10) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) 0-5-0 to 3-5-0, Interior (1) 3-5-0 to 20-10-2 zone;C-C for members and forces & 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 20.0psf 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, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 11 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 253 lb uplift at joint 11. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) As requested, 5 PSF additional TCDL has been added for future solar and/or photovoltaic panel system. Panels must be loaded in a uniform manner. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 168 Emerson Way Northampton, MA T08 11 119063422BJack-Closed Job Reference (optional) UFP, UFP SE Engineering Run: 8.31 S May 22 2019 Print: 8.310 S May 22 2019 MiTek Industries, Inc. Tue Oct 08 11:55:40 Page: 1 ID:pBG2Bcvcce8NQOEdDrxAI8yfOul-vP4fuLnUyNIY6lEYtPY2f18oGAks6MfDmoPpjfyVVA1 10/09/2019 1 See data sheet on rear for further information. THE IDEAL SOLUTION FOR: Rooftop arrays on residential buildings BREAKING THE 20 % EFFICIENCY BARRIER Q.ANTUM DUO Z Technology with zero gap cell layout boosts module efficiency up to 21.1 %. THE MOST THOROUGH TESTING PROGRAMME IN THE INDUSTRY Q CELLS is the first solar module manufacturer to pass the most comprehen- sive quality programme in the industry: The new “Quality Controlled PV” of the independent certification institute TÜV Rheinland. INNOVATIVE ALL-WEATHER TECHNOLOGY Optimal yields, whatever the weather with excellent low-light and temperature behaviour. ENDURING HIGH PERFORMANCE Long-term yield security with Anti LID Technology, Hot-Spot Protect and Traceable Quality Tra.Q™. EXTREME WEATHER RATING High-tech aluminium alloy frame, certified for high snow (5400 Pa) and wind loads (4000 Pa). A RELIABLE INVESTMENT Inclusive 25-year product warranty and 25-year linear performance warranty1. Q.PEAK DUO BLK ML-G10+ 385-410 ENDURING HIGH PERFORMANCE DETAIL A 16 mm 8.5 mm24.5 mm 1088 mm 1879 mm 4 × Mounting slots (DETAIL A) Frame 1045 mm 996 mm 32 mm 8 × Drainage holes 395.5 mm EN 4 × Grounding points ø 4.5 mm Label ≥1250 mm ≥1250 mm EN RELATIVE EFFICIENCYCOMPARED TO NOMINAL POWER [%]YEARS Q CELLS Industry standard for linear warranties* *Standard terms of guarantee for the 10 PV companies with the highest production capacity in 2014 (as at: September 2014) 100 95 90 85 80 155 2520010 98 86 200 400 600 800 1000 110 100 90 80RELATIVE EFFICIENCY [%]IRRADIANCE [W/m²] α [% / K]+0.04 β [% / K]−0.27 γ [% / K]−0.34 NMOT [°C]43 ± 3 [V]1000 [A]20 C / TYPE 2 [Pa]3600 / 2660 −40 °C - +85 °C [Pa]5400 / 4000 385 390 395 400 405 410 [W]385 390 395 400 405 410 [A]11.04 11.07 11.10 11.14 11.17 11.20 [V]45.19 45.23 45.27 45.30 45.34 45.37 [A]10.59 10.65 10.71 10.77 10.83 10.89 [V]36.36 36.62 36.88 37.13 37.39 37.64 [%]≥ 19.6 ≥ 19.9 ≥ 20.1 ≥ 20.4 ≥ 20.6 20.9 [W]288.8 292.6 296.3 300.1 303.8 307.6 [A]8.90 8.92 8.95 8.97 9.00 9.03 [V]42.62 42.65 42.69 42.72 42.76 42.79 [A]8.35 8.41 8.46 8.51 8.57 8.62 [V]34.59 34.81 35.03 35.25 35.46 35.68 1940 mm 1100 mm 1220 mm 751 kg 24t 40' HC Note: Installation instructions must be followed. See the installation and operating manual or contact our technical service department for further information on approved installation and use of this product. Hanwha Q CELLS Australia Pty Ltd Suite 1, Level 1, 15 Blue Street, North Sydney, NSW 2060, Australia | TEL +61 (0)2 9016 3033 | FAX +61 (0)2 9016 3032 | EMAIL q-cells-australia@q-cells.com | WEB www.q-cells.com/au Made in Korea Q CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE At least 98 % of nominal power dur- ing first year. Thereafter max. 0.5 % degradation per year. At least 93.5 % of nominal power up to 10 years. At least 86 % of nominal power up to 25 years. All data within measurement toler- ances. Full warranties in accordance with the warranty terms of the Q CELLS sales organisation of your respective country. Typical module performance under low irradiance conditions in comparison to STC conditions (25 °C, 1000 W/m2).Specifications subject to technical changes © Q CELLS Q.PEAK DUO BLK ML-G10+_385-410_2021-06_Rev01_AUPROPERTIES FOR SYSTEM DESIGN Maximum System Voltage VSYS PV module classification Class II Maximum Reverse Current IR Fire Rating based on ANSI / UL 61730 Max. Design Load, Push / Pull Permitted Module Temperature on Continuous DutyMax. Test Load, Push / Pull ELECTRICAL CHARACTERISTICS POWER CLASS MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS, STC1 (POWER TOLERANCE +5 W / −0 W)MinimumPower at MPP1 PMPP Short Circuit Current1 ISC Open Circuit Voltage1 VOC Current at MPP I MPP Voltage at MPP VMPP Efficiency1 η MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS, NMOT2 MinimumPower at MPP PMPP Short Circuit Current ISC Open Circuit Voltage VOC Current at MPP I MPP Voltage at MPP VMPP 1Measurement tolerances PMPP ± 3 %; I SC; VOC ± 5 % at STC: 1000 W/m2, 25 ± 2 °C, AM 1.5 according to IEC 60904-3 • 2 800 W/m², NMOT, spectrum AM 1.5 MECHANICAL SPECIFICATION Format 1879 mm × 1045 mm × 32 mm (including frame) Weight 22.0 kg Front Cover 3.2 mm thermally pre-stressed glass with anti-reflection technology Back Cover Composite film Frame Black anodised aluminium Cell 6 × 22 monocrystalline Q.ANTUM solar half cells Junction box 53-101 mm × 32-60 mm × 15-18 mm Protection class IP67, with bypass diodes Cable 4 mm² Solar cable; (+) ≥ 1250 mm, (−) ≥ 1250 mm Connector Stäubli MC4; IP68 TEMPERATURE COEFFICIENTS Temperature Coefficient of ISC Temperature Coefficient of VOC Temperature Coefficient of PMPP Nominal Module Operating Temperature QUALIFICATIONS AND CERTIFICATES PACKAGING INFORMATION Quality Controlled PV - TÜV Rheinland; IEC 61215:2016; IEC 61730:2016. This data sheet complies with DIN EN 50380. QCPV Certification ongoing. Certification holder: Hanwha Q CELLS GmbH Horizontal packaging 28 pallets 24 pallets 32 modules Cut Sheet See Description / Length 2.44 .58 1.25 2.34 1.99 .66 .46 APPROVED MATERIALS: 6005-T6, 6005A-T61, 6105-T5, 6N01-T6 (34,000 PSI YIELD STRENGTH MINIMUM) XR100 Rail v1.1 Cut Sheet v1.0 12.0 1 2 XR-100-SPLC-BD KIT, XR100 BONDED SPLICE 2) Screw, Self Drilling 1.93 1.24 .93 1) Splice, XR100, Mill 12" long .31 .42 .63 .15 #12-14 TYPE “B” THREAD XR-100 RAIL Property Value Material 6000 Series Aluminum Finish Mill Property Value Material 300 Series Stainless Steel Finish Clear XR100 Bonded Splice Cut Sheet NanoMount NanoMount Material: Aluminum Finish: Black Powder Coating Material: USWR Gasket with Adhesive Details are subject to change without notice D10214-V003 Dimensions shown are inches (and millimeters) NanoMount NanoMount Gasket Description K50058-BK1 Part Number NanoMount USWR Gasket Cut Sheet NanoMount Lag Bolt Details are subject to change without notice Material: Stainless Steel Finish: Clear 2.Sealing Washer .26ID X .50X .125 Material: EPDM + Stainless Steel 1.Self-Tapping Screw, #6.3 X 76 Details are subject to change without notice D10214-V003 Dimensions shown are inches (and millimeters)Dimensions shown are inches (and millimeters) Material: Stainless Steel Finish: Clear 2. Sealing Washer .33ID X.75X.157 Material: EPDM + Stainless Steel 1.. Hex Lag Bolt M8X115, DIN 571, 304 Material: Stainless SteelMaterial: Stainless SteelMaterial: Stainless Steel Lag Bolt Assembly Decking Screw Assembly NanoMount Decking Screw Decking Screw Assembly Self-Tapping Screw, #6.3 X 76 Sealing Washer .26ID X .50X .125 Description K50049-BK1 Part Number K50055-BK1 Lag Bolt Assembly Hex Lag Bolt M8X115, DIN 571, 304S Sealing Washer .33 ID X .75 X .157 Pioneer Valley PhotoVoltaics Cooperative POLICY DOCUMENT #9 Current version adopted by the Board of Directors on April 28, 2011 Policy # 9 Installation Crew Operating Policy 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 §§3 through §§60 inclusive, all structural work defined as follows shall not be required to be performed by a Massachusetts licensed journeymen electrician: Structural improvements Elements of a Renewable Energy Generator’s support structure that fall under a building permit (e.g., assembly of top-of-pole mounting structure on steel pole with concrete foundation prior to execution of any required electrical bonding of the support structure and associated renewable energy generator (solar electric module) to the support structure Pioneer Valley PhotoVoltaics Cooperative POLICY DOCUMENT #9 Current version adopted by the Board of Directors on April 28, 2011 Policy # 9 Installation Crew Operating Policy Roof-top mounting support structures including but not limited to posts, stand-offs, flashings, feet, and mounting rails Operation of heavy equipment involved in moving, hoisting, digging and other tasks Earth work, excavation and concrete work Manual labor involved in moving loading and unloading of equipment Moving, hoisting, and attaching an electrically bonded panel assembly (defined as one or more assembled and electrically bonded solar electric modules) to an existing structural support designed to host the panel assembly. Note however that construction of a panel assembly is an electrical task due to the required electrical bonding activities. Repair and Servicing of Installed Equipment Repair or replacement of an electrically bonded and/or energized renewable energy generator (e.g., installed solar electric panel) will be performed by a licensed electrician or properly supervised learner or apprentice working with the licensed electrician. Replacement of an installed inverter must be performed by a licensed electrician or properly supervised learner or apprentice working with the licensed electrician, if the work requires removal of AC and/or DC conduit and associated wiring that originates outside of the installed inverter (e.g., removal of external AC conduit and wiring between the inverter and point of interconnection with the on-site electrical service). Note that this activity may require a wiring permit in some local jurisdictions. This requirement also applies to the servicing of an installed inverter that involves replacement or repair of components and wiring internal to the pre-manufacturer inverter (i.e., factory installed components that were originally shipped with the inverter) even though such activity may not require a wiring permit. Replacement of an installed inverter may also be performed by a qualified technician who may or may not be a licensed electrician or properly supervised learner or apprentice working with a licensed electrician if the inverter is of a “plug and play” design. Such a qualified technician can also performed other tasks that include installation and servicing inverter-based performance monitoring systems (e.g., replacing internal communication cards, making “plug and play” ethernet connections, etc.), assuming these activities do not require creation of a new AC power source circuit to operate the communication system(s). 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