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44-139 (4) BP 2022-0792 258 OLD WILSON RD COMMONWEALTH OF MASSACHUSETTS FLAG LOT Map:Block:Lot: CITY OF NORTHAMPTON 44-139-001 Permit: Solar Build PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) BUILDING PERMIT Permit# BP-2022-0792 PERMISSIONISHEREBYGRANT / TO: Project# 2022 SOLAR - Contractor: License: PIONEER VALLEY Est. Cost: PHOTOVOLTAICS CS-I 11266 Const.Class: Exp.Date:03/14/2023 Use Group: Owner: KELLEY GILLIS,BETH & Lot Size (sq.ft.) Zoning: Applicant: PIONEER VALLEY PHOTOVOLTAICS Applicant Address Phone: Insurance: 311 WELLS ST - SUITE B (413)772-8788 375928710105 GREENFIELD, MA 01301 ISSUED ON:07/19/2022 TO PERFORM THE FOLLOWING WORK: INSTALL 38 PANEL 15.2 KW ROOF MOUNT SOLAR SYSTEM 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: Final: Final: Final: Rough Frame: Gas: Fire Department Driveway Final: Fireplace/Chimney: Rough: Oil: Insulation: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOL TION OF ANY OF ITS RULES AND REGULATIONS. Signature: I 0 Fees Paid: $75.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Office of the Building Commissioner alr We-."Er) ST✓ZxTuteK, L Tr i ,* r L J (� • rn M The Commonwealth of Massachusetts z5., < FOR . il Board of Building Regulations and Standards y Massachusetts State Building Code,780 CMR MUNICIPALITY 3 l _� USE rn b co gi ding Permit Application To Construct,Repair,Renovate Or Demolish a Revised Mar 2011 c One- or Two-Family Dwelling N CDV This Section For Official Use Only oD Building Per Number: 5/9 2022-071'-- Date Appli d: 07(06(1022— o ' I Al- 1 0 0 r1 , �Butfa / 9(Print Name) Signature 1 to SECTION 1:SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map& Parcel Numbers 258 Old Wilson Rd,Northampton MA 01062 1.l a Is this an accepted street?yes x no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply: (M.G.L c.40.§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public❑ Private 0 Zone: Outside Flood Zone? Municipal 0 On site disposal system 0 Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: Beth and Kelly Gillis Northampton MA 01062 Name(Print) City,State.ZIP 258 Old Wilson Rd 917-843-7427 kellyfischbach@a gmail.com No.and Street Telephone Email Address SECTION 3: DESCRIPTION OF PROPOSED WORK2(check all that apply) New Construction 0 Existing Building 0 Owner-Occupied ❑ Rcpairs(s) 0 Alteration(s) 0 Addition 0 Demolition 0 Accessory Bldg. 0 Number of Units Other El Specify:Solar PV Installation of a 15.2 kW DC roof to PV arrayconsistingof(38)400W panels Brief Description of Proposed Work`: p SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) I.Building $15992.50 1. Building Permit Fee: $ Indicate how fee is determined: ❑Standard City/Town Application Fee 2.Electrical $30904.5 ❑Total Project Cost(Item 6)x multiplier x 3.Plumbing S 2. Other Fees: $ 4.Mechanical (HVAC) $ List: 5.Mechanical (Fire $ Total All Fees: $ Suppression) al, Check No 3° Check Amount:- Cash Amount: 6.Total Project Cost: S 46897 ❑Paid in Full 0 Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) CS-111266 03/14/2023 Daniel Gomez-Gonzalez License Number Expiration Date Name of CSL Holder List CSL Type(see below) u 43 Hatfield Street No.and Street Type Description U Unrestricted(Buildings up to 35,000 cu.ft.) Northampton MA 01060 City/Town,State,ZIP R Restricted 1&2 Family Dwelling M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances 413-772-8788 BUILDINGPERMITS@PVSQUARED.000P I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) 140077 9/15/2023 PIONEER VALLEY PHOTOVOLTAICS COOP HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name 311 WELLS STREET BUILDINGPERMITS@PVSQUARED.COOP No.and Street Email address GREENFIELD MA 01301 413-772-8788 City/Town,State,ZIP Telephone SECTION 6: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 El No 0 SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize Pioneer Valley Photovoltaics Coopertive to act on my behalf,in all matters relative to work authorized by this building permit application. SEE ATTACHMENT (A) SEE ATTACHMENT(A) Print Owner's Name(Electronic Signature) Date SECTION 7b: OWNER'OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. 6/27/2022 Print Owner's or Authorized Agent's Name(Electronic Signature) Date NOTES: 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found at www.mass.gov/oca Information on the Construction Supervisor License can be found at www.mass.gov/dps 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) (including garage,finished basement/attics,decks or porch) Gross living area(sq.ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of decks/porches Type of cooling system Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards Cons•tratithk*Lipervisor CS-111266 Expires: 03/1412023 DANIEL GOMEZ-GONZALEZ 43 HATFIELD STREET NORTHAMPTON MA 01060 s,s 0510 Commissioner „e. _ • nihenow el/mewl/7/7; - ../Raeiriiteediee4e4f,), Office of Consumer Affairs and Business Regulation 1000 Washington Street- Suite 710 Boston, Massachusetts 02118 Home Improvement Contractor Registration Type Supplement Card Rtyri.tralion 1400 ? PIONEER VALLEY PHOTOVOL TALCS COCPERATNT INC, oaf 5'2 0 2 3 DrB/A PV SQUARED SOLAR 311 WELLS ST SUITE B GREENFIFI 0, MA 01301 update Address anti iteiuritCard s 0 =WOW .740araratigarautaterAlltioset Ordintaxisianituiraten HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE:Supoietaxitit Cad before the expiration date. it found return toi Rtigiatralddl EX0111/1100 Office of Consumer Affairs tiniest Regulation l4lj0li 0 &2O23 1000 Washington Street Lille?I PIONEER VALLEY PHOTOVOI TAICS COOPERATIVE DC; Boston.MA 0211$ D/BIA PV SQUAREt)SCi AR MAYA FULFORD 311 WELLS ST SIXTE 4allrent GREENFIELD,MA 01501 .01 valid without signature Undersecretary PROJECT INFORMATION: AZ9 a U 4 R4C Project: GILLIS NORTHAMPTON le„.... PV • Address: 258 OLD WILSON RD mximi /�/� NORTHAMPTON,MA 01062 �4.'// P� SYSTEM DETAILS M-4r a so" Total System Size: 15.2 kW DC(Solar) PV SQUARED SOLAR 10.0 kW AC(Solar) 311 WELLS STREET,SUITE B Modules: (38)Q.Peak DUO BLK ML-G10+400 UTILITY SERVICE METER GREENFIELD,MA 01301 Inverters: 1 SolarEdge 10kw HD-Wave w/RGM MAIN SERVICE DISCONNECT WWwPVSOUARED COOP ( ) 9 113-772-8788 Optimizers (38)SolarEdge P505 SOLAR PV DISCONNECT (OUTSIDE) GILLIS DESIGN CRITERIA NORTHAMPTON Design Snow Load 35(psf) PV Design Wind Speed 117(mph) n n MAIN LOAD CENTER 258 OLD WILSON RD Exposure Category C SOLAR PV EQUIPMENT NORTHAMPTON MA 01062 Risk Category II (BASEMENT) AUTHORITY HAVING JURISDICTION Building: Kevin Ross (413)587-1239 Electrical: Roger Malo (413)587-1244 ElectricalUtility: NATIONALGRID CoodeeRef NEC2020(MA) (L-771-,A. PROJECT NOTES we 3, ._� SITE PLAN& �. "� SOLAR ARRAY(ROOF) . PROJECT INFO. n' REV: 0 ." .* a: ill DATE: 3/1N20Y2 '4 f Y "'iR I. ,Ayf BY: RTC I l r SCALE NO SCALE xrcs + @. 1 SIZE: tt.n N ®NOTMAP O ®SITE PLAN PV-M 1 A NOT TO SCALE B NOT TO SCALE AC Ro® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDIYYYY) 12/22/2020 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the 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). PRODUCER CONTACT Kathy Parker NAME: Webber&Grinnell PHONE (413)586-0111 FAX I (413)586-6481 (A/C,No,Est): (A/C,No): 8 North King Street ADDRESS: kparker@webberandgrinnell.com INSURER(S)AFFORDING COVERAGE NAIC If Northampton MA 01060 INSURERA: Ohio Casualty/Liberty 24074 INSURED INSURER B: Ohio Security/Liberty 24082 Pioneer Valley PhotoVoltaics Cooperative,Inc. INSURER C: Continental Indemnity/AUW Attn:Kim Pinkham INSURER D: 311 Wells Street,Suite B INSURER E: Greenfield MA 01301 INSURER F: COVERAGES CERTIFICATE NUMBER: CL20122214681 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER (MMIDDIYYYY) (MMIDDIYYYY) OMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE X OCCUR PREMISESO(Ea occurrence)DAMAGE RENTED I $ 300,000 MED EXP(Any one person) i $ 15,000 A BKS57072282 01/01/2021 01/01/2022 PERSONAL BADVINJURY I $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE I $ 2,000,000 POLICY PRO LOC PRODUCTS-COMP/OPAG $ 2,000,000 JECTG OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 (Ea accident) i ANY AUTO BODILY INJURY(Per person) $ B - OWNED X SCHEDULED BAS57072282 01/01/2021 01/01/2022 BODILY INJURY(Peracciderlt) $ AUTOS ONLY _ AUTOS X AUTOS ONLY X AUTOS ONEDV (Per aPERde tDAMAGE $ Underinsured motorist; $ 300,000 UMBRELLA LIAB v"'V""'RREN E 5,000,000 X _ OCCUR EACH OCCURRENCE $ A - EXCESS LIAB CLAIMS-MADE US057072282 01/01/2021 01/01/2022 AGGREGATE $ 5,000,000 DED X RETENTION$ 10,000 i $ WORKERS COMPENSATION PER OTI)4- AND EMPLOYERS LIABILITY STATUTE ER Y 1 N 1,000,000 C OFFICER/MEMBER PROPRIETOR/PARTNER/EXECUTIVE N NIA 375928710101 01/01/2021 01/01/2022 E.L.EACH ACCIDENT i $ EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under 1000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIM T $ , Business Pers Property $1,820,700 Commercial Property A BKS57072282 01/01/2021 01/01/2022 Installation $25,000 Transportation $75,000 DESCRIPTION OF OPERATIONS(LOCATIONS(VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Worker's compensation includes MA and NY CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Proof of Insurance ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ��11 c7 V.•.,•- � I ©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 Department of Industrial Accidents A =nit;_ t 1 Congress Street,Suite 100 Boston, MA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/Individual): Pioneer Valley PhotoVoltaics Cooperative Inc. DBA PV Squared Solar Address:311 Wells Street, SuiteB City/State/Zip:Greenfield MA 01301 Phone #:413-772-8788 Are you an employer?Check the appropriate box: Type of project(required): L❑✓ I am a employer with 48 employees(full and/or part-time).* 7. ❑New construction 2.1711 am a sole proprietor or partnership and have no employees working for me in 8. ❑Remodeling any capacity.[No workers'comp.insurance required.] 3.0 I am a homeowner doing all work myself.[No workers'comp.insurance required.]t 9. ❑Demolition 10❑Building addition 4.❑I am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers'compensation insurance or are sole 11.❑Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5.0 I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.❑ROOf repairs These sub-contractors have employees and have workers'comp.insurance.t 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14.El Other Solar PV 152,§1(4),and we have no employees.[No workers'comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the police and job site information. Insurance Company Name:Ohio Casualty&Security/Liberty,and Continental Indemnity/AUW Policy#or Self-ins.Lic.#:37-592871-01-05 Expiration Date:01/01/2023 Job Site Address:258 Old Wilson Rd 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 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 cer if t i+.ler t, e ai send penalties ofperjury that the information provided above is true and correct. Signatuife:<' �= N Date: 6/27/2022 Phone#.413-772-8788 Official use only. Do not write in this area,to be completed by cm'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#: ROOF SPECIFICATIONS: 9 O.V A R Material: Asphalt Shingles 4 Attachment Structure Truss/Decking N IC!) Q '!^//�" Pitch 22° Azimuth 180° MODULE SPECIFICATIONS: MODULE MODEL Q.Peak DUO BLK ML-G10+400 m r Top Rail Min.5'from 4 Dimensions 73.98"x 41.14"x 32mm Top Edge of Roof AT ` 50` Clamp Long Side 3/4"-19 5/8" PV SQUARED SOLAR Clamp Short Side 3/4"-11 3/4" X Roof 555" X 311 WELLS STREET.SURE B RAIL SPECIFICATIONS GREENFIELD,IAA 01301 Make&Model. Ironridge XR100 ,Ir Array 53916" Jr WWW.PVSQUARED.COOP Clamp Torque: 80 in-lbs 413-772-8788 L-Foot Torque: 250 in-lbs 's sC Max Span: 72" I GILLIS Max Cantilever 29" NORTHAMPTON e • PV ATTACHMENT SPECIFICATIONS 258 OLD WILSON RD Bases/Flashing: SunModo Nano Mount N. -- NQRTNAMvroN.MA 0106z Fasteners Sunmodo 3"Deck Screws is ®' -- — �� -e'— _,B e—S. �5' . - (14')168 r (i41. 68: : p, (141166"; 414')3711E ARRAY NOTES • 1. Framing and attachment locations to be verified on site. _ - • - 2. Unless otherwise noted bases are staggered and spaced not more ...®........_--e--._- .................e._.. .........._......®._............. ..®............. ..__...1. ........_i..._.._..i.o.._.._.._.........._.4). ..................®_._.....i.................. .............._....._..._.,8._.....i®. .�.........®. than 48"O.C. ' ; _ _ - 3. Additional or alternative bases may be used to meet actual roof i-® =�---®- - �s - -4 .m .AD ® ~® ® :4 J-4"-ar--e1 conditions. r�L� cS t 4. lronridge Rail Gap Spacing: o w - 4.1. 3/8"Horizontal Spacing in a 4.2. 1/4"Vertical Spacing o 10 1 cc Q : i s (WNW' r (14'188". -sr ° (141 i6 1 . I 8 4ss .4.--%\—.,. \ I. I:.. t 11i" /MiNanomount BasesRail Center Array E-W on Roof Install on Decking i Min.24"Spacing Within 55.5"Of Roof Edge Roof Zones Min.48"Spacing Elsewhere 55.5"from Edges 5 4 " " Truss 24"On Center ARRAY LAYOUT 1 8 _.... .... ... .. &ROOF DATA X 74" REV: 0 DATE: 3H62022 BY RTC 14• — .I— 411"8 �Y SIZE Nos;AL7 ®MODU®MODULE DETAIL OARRAYLAYOUT PV-M2 LE 1/V=1'-0' SCALE:3118-•1'-0' 14#1101166L RELIABLE TRUSS FAMILY OF COMPANIES AND COMPONENTS, INC. ENGINEERING AND MANUFACTURING COMPONENT DESIGN AND PLACEMENT DIAGRAMS FOR Gillis ROOF TRUSS INSTALLATION DOCUMENTS 258 Old Wilson Road Northhampton MA 01060 ATTENTION: WRIGHT BUILDERS SUBMISSION DATE 12/23/2021 12:00:00 AM JOB REFERENCE 2110129R The seal on these drawings indicate acceptance of professional engineering responsibility solely for the engineered wood components shown per ANSI/TPI 1-2014. Questions??? Call National Lumber Engineering Department at 508-339-8020 or 1-800-370-WOOD (9663) THE NATIONAL LUMBER FAMILY OF COMPANIES /% 110 (i ( KITCHEN NATIONAL )Pro = NATIONAIL i/l!f ei,,- RELIABLE TRUSS MILLWORK PO INSUIII1ORS LUMBER BUILDING PRODUCTS HQ: 71 Maple St, PO Box 9032, Mansfield, MA 02048 I T: 508.339.38020 F: 508.339.4518 I national-lumber.com Roof Truss • pp.... «A..a...r,lial...A...«.......,.41. x l.111r...n.4.t b...Myww M awl dhow a,,......... I sestostmOnN.Y magrwr.�r Mtblues+u., a w+ Ra+±%vet^ .M Mnrwr i es.. Y *T "1 .t OW `m w„wt+'.�m�«" m nimw sealed mq tmxp rosr:�"wrya a..r..." this diagram 5 hVpY s,ul sneagmw to S.14`,f.g Irteses On.to ewe rg rnen,fn:sem e n n „nt....,r=.,,, 6mM panya.Woes.,+'ormw ,re. e mutton g MMw Mve OOP Lb 'r,:. Warning vn caconol err I Y Apr. la 9.w nws ."s.e =tte c v,, _ A 0,. her a 101 -erenerros `.mm..,«.�,.w.:r°ww SaAn LOAM)AREA sfwwn n 9,s Dscement agroms tyecMe.e PAM,No Ar F ay M,pen *0 5. . o-.,..,,,i.., ! n, t��. ADO,;r,'.t �,b� at,Coo M hereon , . bt aw n me Dea,up9 eq, IA�r IF.KS.F>.n.tr Cr Pt.AATE TO nooa n t n e n n n. a t. n . a ; 9 IMn,mtann Monet sncww ib 9114.ArAe. „,„,w,............. rn9ssesAnmca..-r A.ovA:n)�aan • 7 a ,,,,1 Pt... . n;mo..1 Teamt: reWm.c I lot..0,yroyo ygogg • 4 - "V ,..._ . •v 'ry, 'vim v-e4v' • r 'r'vv v-b v•v e, e a ¢ = a e , ttt�m+L.n+ettiRwtw tkAt 1 0O wwna 99.9.98*glmasa ee»eea0a wea.999 949,ogi rem. j asm ew tpts,ot x w n r 6 mots ton -s • t 'N..C...-.t ......:.._... ..... : I.iF Oe MIA le: .":t re, .rr r rr r^f: rr orrr -0... ry.... xr r- n. :r...or v 1,, rr... 'n ry or rr 3.. nvsr«�wuwa ura Let t f L . • i 4 6rReaY!'b.+N*+sffi agyea' I ....... V0Nehi*t e>HL)i n. -- - VX/IeY ere.,bi Ag- 9992 tot WY. ROOF TRUSS PLACEMENT DIAGRAM These Documents Nave Brea .+la.. otr,dt4tot.wr.n.. SCALE 11C=1'-0a Produced From 6tens With® 000*,.tt$s istest Date ct' tMAO.W 25th Decemeher.2021 -••- 1 WT-1 Job Truss Truss Type Qty Ply 2110129R Pine Meadow Northhampton MA 2110129R 501 Half Hip 15 1 Job Reference(optional) National Lumber Co.,Mansfield,MA,Nicholas Clegg Run:8.5 S 0 Oct 22 2021 Print:8.500 S Oct 22 2021 MiTek Industries,Inc.Thu Dec 23 14:37:36 Page:1 I D:JO2kg MMdl bzBbgM 1 s_42EzySCcD-uNi6sin8GiMvszVr6RAxeeUcU 1 ZI KwvAnr1 mOSy63hz -2-02-01 5-09-14 11-05-00 17-00-01 22-06-00 22-10-08 f { + +2-02-01 5-09-14 5-07-01 5-07-01 } 5-05-15 4 08 4x4a i innnmm 7 .tT 12 15 �` Q, 5r 8x8Is � c o� in 6 8 ON DO 4x6a O)6 , N iii m 4x4s 14 4. MT18HS5x10 a 50• 0.001 111r 9 4x4 s 0 4x6. 0 0 0 3 T 1 10 0 0 of 6 5x8s r MT18HS5x10 a _a," 2 13 .- _J 5.03 �' 11 12 c1 W 5x8 a ` 12 Ic 3x8= 10-04 5-08} 5-09-14 11-05-00 + 17-00-01 { 22-07-00 22-1 0-08 Scale=1:55.7 5-08 4-11-10 5-07-01 5-07-01 5-06-15 3-08 4-12 Plate Offsets(X,Y): [2:3-12,1-12],[8:7-02,2-02],[10:5-00,3-00],[11:3-12,1-12] Loading (psf) Spacing 2-00-00 CSI DEFL in (loc) 1/defl L/d PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL) -0.43 9-10 >627 240 MT20 197/144 Snow(Pf) 40.0 Lumber DOL 1.15 BC 0.53 Vert(CT) -0.66 9-10 >410 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.10 8 n/a n/a BCLL 0.0* Code IRC2015/TPI2014 Matrix-MS BCDL 10.0 Weight:134 lb FT=20% LUMBER BRACING TOP CHORD 2x6 SP 2400F 1.8E or 2x6 SP M 23 TOP CHORD Structural wood sheathing directly applied or 3-6-1 oc purlins, BOT CHORD 2x4 SP 2850F 2.3E except end verticals. WEBS 2x4 SPF No.2'Except'W1:2x6 SP 2400F 1.8E or 2x6 SP M 23 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: REACTIONS (lb/size) 8=1450/Mechanical,(min.1-08),12=1715/3-08,(min.2-13) 6-0-0 oc bracing:11-12. Max Horiz 12=255(LC 16) WEBS 1 Row at midpt 6-8 Max Gray 8=1818(LC 21),12=1800(LC 21) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-12=-1809/58,2-13=-4525/0,3-13=-4499/0,3-4=-6243/0,4-5=-5271/0,5-14=-5175/0,6-14=-5164/0,6-15=-420/0, 7-8=-392/46 BOT CHORD 11-12=-311/323,10-11=-91/4254,9-10=0/6151,8-9=0/5258 WEBS 6-8=-4651/0,2-11=0/3868,4-9=-1139/2,6-9=0/389,3-11=-965/12,3-10=0/1787,4-10=-378/40 NOTES 1) Wind:ASCE 7-10;Vult=117mph(3-second gust)Vasd=92mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;Exp B; Enclosed;MWFRS(directional)and C-C Exterior(2)-2-2-1 to 0-9-15,Interior(1)0-9-15 to 22-8-12 zone;cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL:ASCE 7-10;Pr=20.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pf=40.0 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);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 12.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurren ��H OF MAS with other live loads.5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. TIMOTHY L-7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. (cf LaCHAPELLE8) *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 with, fi i CIVIL between the bottom chord and any other members. to 9) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. O.30 / 10) Refer to girder(s)for truss to truss connections. .4 40 prt ,E' frir """ °" 12/23/2021 WARNING!-VERIFY design parameters and READ NOTES on this and Ntio ii ,t .y included National Lumber reference page NL-2a & NL-2b "Ir.► 49 RELIABLE TRUSS FAMILY OP COMPANIES .nn CX?Eµ:.&a4TS,. -Li cyst 830 . of Try ENGINEERING AND MANUFACTURING Job Truss Truss Type Qty Ply 2110129R Pine Meadow Northhampton MA 2110129R 501 Half Hip 15 1 Job Reference(optional) National Lumber Co.,Mansfield,MA,Nicholas Clegg Run:8.5 S 0 Oct 22 2021 Print:8.500 S Oct 22 2021 MiTek Industries,Inc.Thu Dec 23 14:37:36 Page:2 I D:JO2kgMMd IbzBbgM 1 s_42EzySCcD-uNi6sin8GiMvszVr6RAxeeUcU 1 ZI KwvAnr1 mOSy63hz 11) Bearing at joint(s)12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 12) One RT7A MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)12.This connection is for uplift only and does not consider lateral forces. 13) 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. 14) Load case(s)1 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard 1) Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(lb/ft) Vert:1-2=-100,2-7=-110,8-12=-20 • • 12/23/2021 WARNING!—VERIFY design parameters and READ NOTES on this and N10111, included National Lumber reference page NL-2a & NL-2b dr " 48". � ° L T�'ut,s FAMILY OF COFOIPANIES 2'>' Tn,Ag ENGINEERIN4 AND MANUFACTURING Job Truss Truss Type Qty Ply 2110129R Pine Meadow Northhampton MA 2110129R 601 Monopitch 8 1 Job Reference(optional) National Lumber Co.,Mansfield,MA,Nicholas Clegg Run:8.5 S 0 Oct 22 2021 Print:8.500 S Oct 22 2021 MiTek Industries,Inc.Thu Dec 23 14:37:36 Page:1 ID:?LsgWgDc_CgJsdKO_JPXYeySCf_-uNi6sin8GiMvszVr6RAxeeUdb1VmK_GAnr1mOSy63hz -1-01-00 5-04-00 P 10-06-13 k 15-09-10 + 20-11-04 211-11-00 25-00-04 f 1-01-00 5-04-00 5-02-13 5-02-13 5-01-10 11-12 3-01-04 4x6 9 +- 2x4n 7 8 T o 3x8a ufRi 1 0 4r 4x6. 176 ■ a 5 W!L, 10 .� .� 3x4. iii 8 ilill 11 `, 4 0 0 5x12= 0 0 3x4. 12 3x4 n 3 3x4. 4x10, ap 0 16 10 13 2 5x8. 1 0 14 J 3.97 0 12 5x8. '.- 15', } 3x10= One RT7A 9-04 5-08k 5-04-00 10-06-13 4( 4(4( 21-01-00 21+-11-}}00 Scale=1:51.1 b-08 4-06-12 5-02-13 5-02-13 5-03-06 10-00 3-12 Plate Offsets(X,Y): [11:6-00,2-12],[13:4-00,3-04] Loading (psf) Spacing 1-11-04 CSI DEFL in (loc) 1/defl L/d PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL) -0.30 12-13 >838 240 MT20 197/144 Snow(Pf) 40.0 Lumber DOL 1.15 BC 0.82 Vert(CT) -0.45 12-13 >562 180 TCDL 10.0 Rep Stress lncr YES WB 0.67 Horz(CT) 0.10 11 n/a n/a BCLL 0.0* Code IRC2015/TP12014 Matrix-MS BCDL 10.0 Weight:125 lb FT=20% LUMBER BRACING TOP CHORD 2x6 SP 2400F 1.8E or 2x6 SP M 23 TOP CHORD Structural wood sheathing directly applied or 4-4-14 oc purlins, BOT CHORD 2x4 SPF No.2*Except*B2:2x4 SPF 1650F 1.5E except end verticals. WEBS 2x4 SPF No.2*Except*W1:2x6 SP 2400F 1.8E or 2x6 SP M 23 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: REACTIONS (Ib/size) 11=1639/3-08,(min.3-04),15=1307/2-08,(min.2-01) 6-0-0 oc bracing:10-11. Max Horiz 15=209(LC 16) WEBS 1 Row at midpt 6-11 Max Uplift 11=-120(LC 16) Max Gray 11=2083(LC 21),15=1326(LC 21) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-15=-1335/98,2-16=-3188/35,3-16=-3088/48,3-4=-4207/32,4-5=-3104/0,5-17=-3021/0,6-17=-2971/0,6-7=-277/739, 7-8=-293/889 BOT CHORD 14-15=-273/262,13-14=-269/3099,12-13=-211/4169,11-12=-88/3055 WEBS 6-11=-3157/153,3-14=-729/62,2-14=0/2725,3-13=0/1003,4-12=-1140/142,6-12=0/438,8-11=-1515/444,7-11=-368/646 NOTES 1) Wind:ASCE 7-10;Vult=117mph(3-second gust)Vasd=92mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;Exp B; Enclosed;MWFRS(directional)and C-C Exterior(2)-1-1-0 to 1-11-0,Interior(1)1-11-0 to 25-0-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL:ASCE 7-10;Pr=20.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pf=40.0 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Partially Exp.;Ct=1.10 3) Unbalanced snow loads have been considered for this design. (k1 OF�'�S 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurr-•}v,,- S,g41. cy with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0 TIMOTHY L. 6 6) *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 with i t LaCHAPELLE in between the bottom chord and any other members. •-t 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. fl �]V(L 03 8) Bearing at joint(s)15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity. O.30 bearing surface. i ,4 9) Provide mechanical connection(by others)of truss to bearing plate at joint(s)15. 4', r, i Cont need on page 2 12/23/2021 WARNING!—VERIFY design parameters and READ NOTES on this and Nyf included National Lumber reference page NL-2a & NL-2b WIN RELIABLE TRUSS P g FAMILY OF COMPANIES x .1-%e.. ENGINEERING AND MANUFACTURING _u 5561832 Roof Truss Job Truss Truss Type Qty Ply 2110129R Pine Meadow NorthhaMpton MA 2110129R 601 Monopitch 8 1 Job Reference(optional) National Lumber Co.,Mansfield,MA,Nicholas Clegg Run:8.5 S 0 Oct 22 2021 Print:8.500 S Oct 22 2021 MiTek Industries,Inc.Thu D tc 23 14:37:36 Page:2 ID:?LsgWgDc_CgJsdKO_JPXYeySCf-uNi6sin8GiMvszVr6R4xeeUdb1VmK_GAnrlmOSy63hz 10) One RT16A MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)11.This connection is for uplift only and does not consider lateral forces. 11) One RT7A MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)15.This connection is for uplift only and does not consider lateral forces. 12) 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. LOAD CASE(S) Standard • • • 12/23/2021 WARNING!—VERIFY design parameters and READ NOTES on this and NIoireirrtI included National Lumber reference page NL-2a & NL-2b Y O �'"" RELIABLE TRUSS FAMILY OF COMPANIES .,IL ww. ENGINEERING AND MANUFACTURING 71 t 5c61833 Rno#Truss Job Truss ' Truss Type Qty Ply 2110129R Pine Meadow Northhampton MA 2110129R 603 Half Hip 6 1 Job Reference(optional) National Lumber Co.,Mansfield,MA,Nicholas Clegg Run:8.5 S 0 Oct 22 2021 Print:8.500 S Oct 22 2021 MiTek Industries,Inc.Thu Dec 23 14:37:36 Page:1 I D:JO2kgM Mdl bzBbq M 1 s_42EzySCcD-uNi6sin8GiMvszVr6RAxeeUeM 1 YW Kw3Anr1 mOSy63hz -2-02-01 5-09-14 11-05-00 17-00-01 22-06-00 23-04-00 f } } + +2-02-01 5-09-14 5-07-01 5-07-01 5-05-15 10-00 3x8ii 5x8= in nn IhrU 7 8, i. v* 5x8o u o c 512 15 r� g J, m-7 4x6. 6 T 6`�, 6x14= 4x4. 6 5 4 , 10 4x4. 9 4x6. 5 cn Cr) 1- 3 o 0 T 11 0, 0, 5x8. 3 MT18HS 5x10. 22 14 J5.03 0 9 1 W 1 5x81. } -- 13 -- 3x6= 10-04 5-08 5-09-14 11-05-00 17-00-01 22-10-08 23-04-00 1 # # M # f ---1-4 Scale=1:58 5-08 4-11-10 5-07-01 5-07-01 5-10-07 5-08 4-12 Plate Offsets(X,Y): [2:4-00,1-12],[6:3-12,1-12],[7:4-00,3-04],[11:5-00,3-00],[12:4-00,1-12] Loading (psf) Spacing 1-11-04 CSI DEFL in (loc) 1/defl L/d PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL) -0.44 10-11 >622 240 MT20 197/144 Snow(Pf) 40.0 Lumber DOL 1.15 BC 0.58 Vert(CT) -0.68 10-11 >403 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr NO WB 0.94 Horz(CT) 0.11 9 n/a n/a BCLL 0.0* Code IRC2015/TPI2014 Matrix-MS BCDL 10.0 Weight:139 lb FT=20% LUMBER BRACING TOP CHORD 2x6 SP 2400F 1.8E or 2x6 SP M 23 TOP CHORD Structural wood sheathing directly applied or 3-6-3 oc purlins, BOT CHORD 2x4 SP 2850F 2.3E except end verticals,and 2-0-0 oc purlins(6-0-0 max.):7-8. WEBS 2x4 SPF No.2*Except*W1,W9:2x6 SP 2400F 1.8E or 2x6 SP M 23 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: REACTIONS (lb/size) 9=1432/5-08,(min.2-09),13=1689/3-08,(min.2-12) 6-0-0 oc bracing:12-13. Max Horiz 13=250(LC 16) WEBS 1 Row at midpt 6-9 Max Gray 9=1649(LC 34),13=1772(LC 34) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-13=-1783/51,2-14=-4480/0,3-14=-4455/0,3-4=-6267/0,4-5=-5226/0,5-6=-5085/0,6-15=-638/0,7-15=-539/0, 8-9=-27/525 BOT CHORD 12-13=-300/311,11-12=-88/4213,10-11=0/6181,9-10=0/5173 WEBS 7-9=-875/80,3-12=-956/11,2-12=0/3830,3-11=0/1853,4-11=-404/36,4-10=-1097/0,6-10=0/378,6-9=-4301/0 NOTES 1) Wind:ASCE 7-10;Vult=117mph(3-second gust)Vasd=92mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;Exp B; Enclosed;MWFRS(directional)and C-C Exterior(2)-2-2-1 to 0-9-15,Interior(1)0-9-15 to 22-6-0,Exterior(2)22-6-0 to 23-1-4 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL:ASCE 7-10;Pr=20.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pf=40.0 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Partially Exp.;Ct=1.10 3) Unbalanced snow loads have been considered for this design. �,tt.1,OF M 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurre• >S`„q�� with other live loads. 5) Provide adequate drainage to prevent water ponding. Cl TIMOTHY L. C- 6) All plates are MT20 plates unless otherwise indicated. I LaCHAPELLE7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i 8) *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 wick, itiii, CIVIL rn between the bottom chord and any other members. o.30 'S 9) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. , 10) Bearing at joint(s)13,9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacit . , r. bearing surface. on 000e 2 12/23/2021 WARNING!—VERIFY design parameters and READ NOTES on this and NIOri included National Lumber reference page NL-2a & NL-2b Y'� ' ' RELIABLE TRUSS p g FAaatLY OF COMPANIES :: 1,, _`L 581836 p20pf Truss ENGINEERING AND MANUFACTURING Job Truss Truss Type Qty Ply 2110129R Pine Meadow Northhampton MA 2110129R 603 Half Hip 6 1 Job Reference(optional) National Lumber Co.,Mansfield,MA,Nicholas Clegg Run:8.5 S 0 Oct 22 2021 Print:8.500 S Oct 22 2021 MiTek Industries,Inc.Thu Dec 23 14:37:36 Page:2 ID:JO2kgM Md lbzBbgM 1 s_42EzySCcD-uNi6sin8GiMvszVr6RAxeeUeM 1 V WKw3Anr1 mOSy63hz 11) One RT7A MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)13 and 9.This connection is for uplift only and does not consider lateral forces. 12) 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. 13) Load case(s)1 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 1) Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(lb/ft) Vert:1-2=-97,2-7=-107,7-8=-107,9-13=-19 12/23/2021 WARNING! —VERIFY design parameters and READ NOTES on this and N70 included National Lumber reference page NL-2a & NL-2b arm Rttaiiif>'Russ t'' g FAMILY Of COMPANIES 441,"n: ". rII . = ENGINEERING AND MANUFACTURING 1 C561837 Roof Truss Job Truss Truss Type Qty Ply 2110129R Pine Meadow Northhampton MA 2110129R 607 Half Hip Supported Gable 1 1 Job Reference(optional) National Lumber Co.,Mansfield.MA,Nicholas Clegg Run:8.5 S 0 Oct 22 2021 Print:8.500 S Oct 22 2021 MiTek Industries.Inc.Thu Dec 23 14:37:36 Page:1 ID:ynaUzu_?ir94zttmhL72yZyDLVO-OBBkfMm W PE2EgweYkfi5QyUjdl3bgn 1 YBHEt0y63i_ f-2-02-01 f 22-06-00 22-+10-08 2-02-01 22-06-00 4-08 6x8= 156 } 14 o} 1331 ikrr o 0 M � co 51r 12 T - , -17 o: , co 4x6s 11 0 18 3x4u 00 :.9 10 .8 19 0 7 AO 222 6 23 3x6 s o 0 5 T,` o. cn 24 J 5,03 4x6u 4 � 25 12 2 3 2 40, 26 o' 1 4 • 1 ,. 27 co q' Rlt 28 + + 30 WA—il. y�`.+.'���ri4Wi�yws- g�i' 0�0 1'� ���ON������������P� gi'i'����4`�Yi'�'o1'�i'������� _, ._ aini�i!!�l��l�!!gigi!!/�As!!:!!tip!Bigi!!`!�!!�A!�!��A!!!��:333 3333333 74:3t��lit�l�i4�litQ�!i!iitiriw�,!i!�!Q�!�!i:333 29 3x4= 5x6= 10-04 0-044 22-10-08 f Scale=1:55.6 10-04 22-00-04 Plate Offsets(X,Y): [2:3-00,1-12],[15:Edge,4-01],[29:3-00,1-04] Loading (psf) Spacing 1-11-04 CSI DEFL in (loc) Ildefl L/d PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL) 0.00 18-19 >999 240 MT20 197/144 Snow(Pf) 40.0 Lumber DOL 1.15 BC 0.21 Vert(CT) 0.00 17-18 >999 180 TCDL 10.0 Rep Stress Ina YES WB 0.11 Horz(CT) 0.00 17 n/a n/a BCLL 0,0* Code IRC2015/TP12014 Matrix-MR BCDL 10.0 Weight:111 lb FT=20% LUMBER BRACING TOP CHORD 2x6 SP 2400F 1.8E or 2x6 SP M 23 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals,and 2-0-0 oc purlins(6-0-0 max.):15-16. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SPF No.2 REACTIONS All bearings 22-00-04.except 30=3-08 (Ib)- Max Horiz 30=242(LC 16) Max Uplift All uplift 100(lb)or less at joint(s)17,19,20,22.23,24,25, 26,27,28 except 29=-424(LC 20) Max Gray All reactions 250(lb)or less at joint(s)17,24,25,26,27,28, 29 except 18=325(LC 34),19=294(LC 34),20=298(LC 34), 22=301 (LC 34),23=283(LC 34),30=936(LC 20) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-30=-915/36,2-3=-293/85 WEBS 14-18=-279/0,13-19=-257/87,12-20=-259/52,11-22=-262/56,3-29=-51/441 NOTES 1) Wind:ASCE 7-10;Vult=117mph(3-second gust)Vasd=92mph:TCDL=6.0psf;BCDL=6.0psf:h=25ft;13=45ft;L=24ft;eave=2ft;Cat.II;Exp B; Enclosed;MWFRS(directional)and C-C Corner(3)-2-2-1 to 0-10-8,Exterior(2)0-10-8 to 22-6-0,Corner(3)22-6-0 to 22-8-12 zone; cantilever left and right exposed:end vertical left and right exposed:C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,,s-cY1 OF 4q,4s 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. 0S 3) TCLL:ASCE 7-10;Pr=20.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15):Pf=40.0 psf(flat roof snow:Lumber DOL=1.15 Plate Q TIMOTHY L. G DOL=1.15);Category II;Exp B;Partially Exp.;Ct=1.10 4' ti 4) Unbalanced snow loads have been considered for this design. a� L1CH ALPE - �tvIL 4 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-conc. � f with other live loads. o 30 6) Provide adequate drainage to prevent water ponding. if 7) All plates are 2x4 MT20 unless otherwise indicated. •s '.„ }� 8) Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). .4 ,0 !' II I C*nl., d w,uage 2 12/23/2021 WARNING!-VERIFY design parameters and READ NOTES on this and No �- included National Lumber reference page NL-2a & NL-2b FAWN os� ,,,, ,� RELIABLE TRUSS ENGINEERING AND MANUFACTURING ------ Roof Truss Job Truss Truss Type Qty Ply 2110129R Pine Meadow Northharhpton MA 2110129R 607 Half Hip Supported Gable 1 1 Job Reference(optional) National Lumber Co.,Mansfield,MA,Nicholas Clegg Run:8.5 S 0 Oct 22 2021 Print:8.500 S Oct 22 2021 MiTek Industries,Inc.Thu Dec 23 14:37:36 Page:2 ID:ynaUzu_?ir94zttmhL72yZyDLVO-QB8kfMmW PE2EqveYkfi5QyUjdl3bgn 1 YBHEt0y63i_ 9) Gable studs spaced at 2-0-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) *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. 12) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 13) Bearing at joint(s)17,18,19,20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 14) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)17,19,20,22,23,24,25, 26,27,28 except(jt=lb)29=424. 15) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)17,18,19,20,22,23,24,25,26,27,28,29. 16) 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. . 17) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 12/23/2021 WARNING!—VERIFY design parameters and READ NOTES on this and 1140600. 10) N_ included National Lumber reference page NL-2a & NL-2b OP C r�1<LtABLETRUSS FAMILY OF COMPANIES '. . 'U 5561845 Boot Tv4cg ENGINEERING AND MANUFACTURING Job Truss Truss Type Qty Ply 2110129R Pine Meadow Northhampton MA 2110129R 609 Half Hip Supported Gable 1 1 Job Reference(optional) National Lumber Co.,Mansfield,MA,Nicholas Clegg Run:8.5 S 0 Oct 22 2021 Print'8.500 S Oct 22 2021 MiTek Industries.Inc.Thu Dec 23 14:37:36 Page:1 ID:Wdr8gA7e109fK_ejnEhosbyJmH3-QB8kfMm WPE2EgweYkfi50yVLdJgbgO1 YBHEtOy63i_ f-2-02-01+ 22-06-00 23-04-00 2-02-01 22-06-00 10-00 3x4 a s 20 00 Naww j 4x6= 14 15 16 --in, 'T. 3513 kip, .', 12 11,.. q Syr T ,r-o 17 1 11 'I 19 18 4x6s 10 20 4x6s 89 e • 7 .4.1 1 . 7 23 22 4 21 o' 6 , T5 • 24 5 3x6s ci 25 9 4 a. a. 4 -I5.03 4x4a 3 34 jIIII_. 3 26 12 op 33 27 28 o of 1 A1 29 .., �+ 32 .^-. . .. . . .. .... ... .. .,... . .. .,... . . . . . .. .. . . . .. c h:.1. .:44 ll.�!i..:t�O..4%..4.1:4••M!� lt:10%****.t:alta !**.:s0:44..**:!i'w4'tf�f'.+.`tt&:4�!.4444:li.*Ai. Itaii 31 30 3x4= 3x6= 10-04 22-10-08 23-04-00 Scale=1:58.2 10-04 22-00-04 5-08 Plate Offsets(X,Y): [2:2-00.1-12],[15:3-00,0-04],[17:0-05,0-14],[31:3-00,1-04] Loading (psf) Spacing 1-11-04 CSI DEFL in (loc) 1/defl L/d PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL) 0.00 30-31 >999 240 MT20 197/144 Snow(Pf) 40.0 Lumber DOL 1.15 BC 0.17 Vert(CT) 0.00 30-31 >999 180 TCDL 10.0 Rep Stress lncr YES WB 0.07 Horz(CT) 0.00 17 n/a n/a BCLL 0.0* Code IRC2015/TPI2014 Matrix-MR BCDL 10.0 Weight:113 lb FT=20% LUMBER BRACING TOP CHORD 2x6 SP 2400F 1.8E or 2x6 SP M 23 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals,and 2-0-0 oc purlins(6-0-0 max.):15-16. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SPF No.2 REACTIONS All bearings 22-05-12.except 32=3-08 (lb)- Max Horiz 32=242(LC 16) Max Uplift All uplift 100(lb)or less at joint(s)18,20.21,22.24 except 17=-322(LC 16),30=-231 (LC 20) Max Gray All reactions 250(lb)or less at joint(s)17,18,19,30 except 20=311 (LC 34),21=296(LC 34).22=298(LC 34),24=300(LC 34),25=291 (LC 34),26=275(LC 21).27=273(LC 34),28=270 (LC 21),29=296(LC 1).32=705(LC 20) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-32=-678/82 WEBS 3-30=-76/271,4-29=-257/18,8-25=-251/30,10-24=-261/57,11-22=-259/55,12-21=-257154,13-20=-270/106 NOTES 1) Wind:ASCE 7-10;Vult=117mph(3-second gust)Vasd=92mph:TCDL=6.0psf::BCDL=6,opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat.II;Exp B; Enclosed;MWFRS(directional)and C-C Corner(3)-2-2-1 to 0-9-15,Exterior(2)0-9-15 to 22-6-0,Corner(3)22-6-0 to 23-2-4 zone; cantilever left and right exposed;end vertical left and right exposed:C-C for members and forces&MWFRS for reactions shown;Lumber �.� OF m DOL=1.60 plate grip DOL=1.60 s 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 Gabl• * 4C' End Details as applicable,or consult qualified building designer as per ANSIJTPI 1. ©� TIMOTHY L. ,. 3) TCLL:ASCE 7-10;Pr=20.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pf=40.0 psf(flat roof snow:Lumber DOL=1.15 Plat- (UA , L DOL=1.15);Category II;Exp B;Partially Exp.;Ct=1.104 4) Unbalanced snow loads have been considered for this design. ° CIVIL 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-conc. nt O.30 4" with other live loads. 6) Provide adequate drainage to prevent water ponding. % 7) All plates are 2x4 MT20 unless otherwise indicated. '�v f\%,::::e ',•0,00/ wl vow 2 12/23/2021 WARNING!-VERIFY design parameters and READ NOTES on this andw�i ' included National Lumber reference page NL-2a & NL-2b 'Y " E5 RttIABLE-muss Y 9 FAMILY Of COMIPANtES 0402., 2,02 :. I `ENGINEERING AND MANUFACTURING Mort Tft Job Truss Truss Type Qty Ply 2110129R Pine Meadow Northharinpton MA 2110129R 609 Half Hip Supported Gable 1 1 Job Reference(optional) National Lumber Co.,Mansfield,MA,Nicholas Clegg Run:8.5 S 0 Oct 22 2021 Print:8.500 S Oct 22 2021 MiTek Industries,Inc.Thu DI c 23 14:37:36 Page:2 ID:Wdr8gA7e109fK_ejnEhosbyJmH3-QB8kfMmVVPE2Eq Ykfi5QyVLdJgbg01YBHEt0y63i_ 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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) *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. 12) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 13) Bearing at joint(s)18,22,21,20,19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 14) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)18,24,22,21,20 except (jt=lb)17=322,30=231. 15) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)17,18,30,29,28,27,26,25,24,22,21,20,19. 16) 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. 17) Load case(s)1,2 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 18) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 1) Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(lb/ft) Vert:1-2=-97,2-34=-97,9-34=-117,9-15=-97,15-16=-97,31-32=-19,18-31=-19,17-18=-19 2) Dead+Roof Live(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(lb/ft) Vert:1-2=-58,2-34=-58,9-34=-78,9-10=-58,13-15=-58,15-16=-58,31-32=-19,18-31=-19,17-18=-19 Trapezoidal Loads(lb/ft) Vert:10=-55-to-11=-82,11=-82-to-12=-108,12=-108-to-35=-128,35=-128-to-13=-135 12/23/2021 WARNING!-VERIFY design parameters and READ NOTES on this and Ni'r�Ori included National Lumber reference page NL-2a & NL-2b O 4'' TRUSS FAMILY OF COMPAMES , _l I c51 gfl7Qf j L ENGINEERING AND MANUFACTURING powered by Q.ANTUM /Duo j • } et l t Q.PEAK DUO BLK ML-QiQ+ ; sERCH$ 3�/ O M k TOP LO DOLES S hNiw '7D4S0.' pp4R MODULES 0Si4EF 2at7p g2421' 2420yt� ENDURING HIGH PERFORMANCE 7001--7.7 Warranty 0 CELLS rMa BREAKING THE 20%EFFICIENCY BARRIER nni l� 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 Oa sive quality programme in the industry:The new"Quality Controlled PV'of the independent certification institute TUV Rheinland. TIVE 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,Qm. EXTREME WEATHER RATING High-tech aluminium alloy frame,certified for high snow(5400 Pa)and wind loads(4000Pa). A RELIABLE INVESTMENT dInclusive 25-year product warranty and 25-year linear performance warranty'. See data sheet on rear for further information. THE IDEAL SOLUTION FOR: Rooftop arrays ion n residential nqs Engineered in Germany CELLS MECHANICAL SPECIFICATION Forma: 1879mm x 1045mm x 32 mm(including frame) F Weight 22.0 kg wee mm ass mm Front Cover 3.2mm thermally pre stressed glass with - + J xuwmm anti-reflection technology ..o,wmni1104.4•4.5 mm l�� ......................................................................................................................................................... Beck Cover Composite film Frame Black anodised aluminium sac mm Cell 6 x 22 monocrystalline Q.ANTUM solar half cells ® 1046 mm junction box 53-101 mm x 32-60 mm x 15-18 mm Protection class IP67,with bypass diodes Label-0 Cable 4 mma Solar cable:(+)>_1250 mm,(-)21250 mm �-- J a.o,.wa•now Connector Steubli MC4:IP68 i + 4.Mounting slots(oETAlL A) ; • -4-32 ism cox.A 1i 6�m, ELECTRICAL CHARACTERISTICS POWER CLASS 385 390 395 400 405 410 MINIMUM PE RFORMAt ;,, f.IDARD TEST CONEY'I IONS,SIC;,(POWER'I 0:.£(PANO£.'5W/-OW) Power at PAPP' Ph, [W] 385 390 395 400 405 410 E Short Ci.cultCurren' Isc [A] 11.04 11.07 11.10 11.14 11.17 11.20 Open Circuit Volta- Vec [V] 45.19 45.23 45.27. 45.30 45.34 45.37 .E. Current at MPV 1„p, [A] 10.59 10.65 10.71 10.77 10.83 10.89 Voltage et.MPP V,,,, [V] 36.36 36.62 36.88 37.13 37.39 37.64 Efficiency' n [%] 219.6 219.9 220.1 220.4 220.6 20.9 MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS,NMOT' Power at MP'.P PI,,, [WI 288.8 292.6 296.3 300.1 303.8 307.6 E Short Circuit Current Isc [A] 8.90 8.92 8.95 8.97 9.00 9.03 E Open Circuit Voltage Voc [V] 42.62 42.65 42.69 42.72 42.76 42.79 c Current at MPF 1„Pr [A] 8.35 8.41 8.46 8.51 8.57 8.62 Voltage at.NMPR V„•r [V] 34.59 , 34.81 .35.03 35.25 35.46 35.68 'Measurement tolerances P,,,,,±3%;I;c;V,r±5%at STC:1000W/m0,25±2°C,AM 1.5 according to IEC 60904-3.2800 W/ma,NMOT,spectrum AM 1.5 C4 CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE >. a..uo T T" r At least 98%of nominal power dur- - x M r °'���°�� -.. ing first year.Thereafter max.0.5% u 1 y 1 I 1 P.o « degradation per year.At least 93.5% L 1 1 of nominal power up to 10 years.At ° 'y '"'r-""���� "z least 86%of nominal power up to b i, •• 25 years. . .o___F y ., a: 1 All data within measurement toler- s i 1 1 i 5 antes.Full warranties in accordance so ' ' 5 with the warranty terms of the zoo 40o coo aoo soao n „ Q CELLS sales organisation of your iRF!hJ1Ar.CE'W:r;.'; ` o c lo ac ao respective country. YEARS Typical module performance under low irradiance conditions in comparison to STC conditions(25°C.1000 W/rn'). .3 TEMPERATURE COEFFICIENTS m Temperature Coefficient of I . a [%/K] +0.04 Temperature Coefficient of V.. 13 [%/K] -0.27 0 Temperature Coefficient of PP,,,.,: y [%/K] -0.34 Nominal Module Operating Temperature NMOT [°C] 43±3 0 O PROPERTIES FOR SYSTEM DESIGN Maximum System Voltage V,,,; [V] 1000 PV module clessiticetioo Class II Maximum Reverse Current I [A] 20 Fire Rating based on ANSI/UL 61730 C/TYPE 2 Max.Design Load,Push!Pull [Pa] 3600/2660 Permitted Module Temperature -4C°C-+85°C _..............._.._.__..--....-...__ .._..... - on Continuous Do m ut Max.Test Load,Push/Pull [Pa] 5400/4000 0 0 QUALIFICATIONS AND CERTIFICATES PACKAGING INFORMATION 0 Quality Controlled PV-TUV Rheinland; h/.V! aN r 7 ` 11 �� ri IEC 61215:2016;IEC 61730:2016. I``IV'J T�� l U O-O Iw' 1 O This data sheet complies` 0 with DIN EN 50380. [uvnn.,..1.] C E Horizontal 1940mm 1100mm 1220mm 751 kg 28 pallets 24 pallets 32 modules o, OCPV Certification ongoing. \♦♦ packaging Certification holder. _ Hanwhe 0 CELLS GmbH R. Nets: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. E Made In Korea 0 Y Hanwha 0 CELLS Australia Pty Ltd Y Suite 1,Level 1,15 Blue Street,North Sydney,NSW 2060,Australia I TEL+61(0)2 9016 3033 I FAX+61(0)2 9016 3032 I EMAIL q-cells-australia@q-cells.com I WEB www q-cells.com/au Engineered in Germany Q CELLS IRONRIDGE XR100 Rail See Description / Length Rail Section Properties Property Value Total Cross-Sectional Area 0.582 in2 .66 Section Modulus (X-axis) 0.297 in3 .46 Moment of Inertia (X-axis) 0.390 in4 Moment of Inertia (Y-axis) 0.085 in4 Torsional Constant 0.214 in3 Polar Moment of Inertia 0.126 in4 APPROVED MATERIALS: 6005-T6, 6005A-T61, 6105-T5, 6N01-T6 2.34 1.99 (34,000 PSI YIELD STRENGTH MINIMUM) 58 I I.25 - Clear Part Black Part Description/Length Material Weight Number Number XR-100-132A XR-100-132B XR100, Rail 132" (11 Feet) 7.50 lbs. 6000-Series XR-100-168A XR-100-168B XR100, Rail 168" (14 Feet) 9.55 lbs. Aluminum XR-100-204A XR-100-204B XR100, Rail 204" (17 Feet) 11.60 lbs. v1.1 Z IRONRIDGE XR100 Bonded Splice ‘ 0 XR-100 RAIL , ....(.4,..._\,.107_,'''.,!"..._. 12.0 ik 0 XR-100-SPLC-BD KIT, XR100 BONDED SPLICE ... p 1) Splice, XR100, Mill 12" long 2) Screw, Self Drilling A ,., 1.24 -#- .6 c ..4.— 1.93 31 mai illihilliiii mit NI 0.42 lS Hu- --.... .93 -4— #12-14 TYPE "B"THRE.D Property Value Property Value Material 6000 Series Aluminum Material 300 Series Stainless Steel Finish Mill Finish Clear vl.o SUNM•DD Cut Sheet We've Got Yow Rack! 1. Nano Mount Nano lountTM (Rafter) main .} „. , eici —t ai Ark 411 g ,07 4 d 0 Material:Alumirwrn Owl iil -4- - Finish:Black Powder Cooling 2. Nano Gasket f>t Material:USWR Silicone Foam Gasket with Adhesive 3.Hex Log Bolt M8115,DIN 571,304SS 144 MT Part Description: Nana Rafter Mount, Blau ' '' Part No.: K50044-BK1 gig -- Material:Stainless Steel Finish:Clear I Item Description City in No. Kit 4.Sealing Washer.33ID X.75X.157 1 Nano Rafter Mount Assembly 1 • Nano Rafter Mount • Nano Gasket i 4ffil; 1 ttaxa t 2 Lot Balt Assembly 1 • Hex Log Bolt M8X115,DIN 571,304S , j • Sealing Washer.33 ID X,75 X.157 i rest t Material:EPDM 4-Stemless Steel oto213-vool Dimensions thee are rr tret food o i(4r-actc s.' Dectir are stabled to change nth out nobce isuNmionk . Cut Sheet We've Got Vow Rad 1. Nano Mount Nanot` ount' (Decking) Yi.4} ....,i .-0.31 o iir t1111111 t 0 40 Material:Aluminum txa t r rct ri a Finish:Slack Powder Coating P 2. Nano Gasket .-.-f Y93 Material:USWR Silicone Foam Gasket with Ad ----- 3. Self-Drilling Screw,#6.3 X 76 Part Description: Nano Deck Mount, Black }E 1-- ' l''attla'ta " ' a ; : Part No.: K50044-BK2 Material:Stainless Steel Finish:Clear Item Description Qty in No. Kit 4. Sealing Washer.261D X.50X.125 1 Norms Deck Mount Assembly 1 1 • Nano Deck Mount • Nano Gasket / N. i' t All 1. 2 Decking Screw Assembly 4 \ 111 • Self-Drilling Screw, 6.3 X 76 t / • Sealing Washer.26ID X.50X.125 �, '� Material:EPDM+Stainless D10414,1i1 Dimensions shown are inches land mf:- I a.:., are Waled to change..ah€+ui notace 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 §§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 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 (defned as one or more assembled and electrically bonded solar electric modules) to On 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 l 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 .ilso 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 actiyityl 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. uch a qualified technician can also performed other tasks that include installation and s rvicing inverter-based performance monitoring systems (e.g., replacing internal communi ation 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