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31C-081-007 BP 2022-1118 117OLANDER PHASAE 1 COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 31C-081-007 CITY OF NORTHAMPTON Permit: Solar Build PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) BUILDING PERMIT Permit# BP-2022-1118 PERMISSIONIS HEREBY GRANTE TO: Project# 2022 solar Contractor: License: PIONEER VALLEY Est. Cost: 24500 PHOTOVOLTAICS CS-111266 Const.Class: Exp.Date:03/14/2023 Use Group: Owner: SCHIFTER DEBORAH ESTHER TRUS EE 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:09/09/2022 TO PERFORM THE FOLLOWING WORK: 16 PANEL 6.4 KW ROOF MOUNTED SOLAR SYSTEM WITH STRUCTURAL MODIFICATIONS 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: • ) Fees Paid: $75.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Office of the Building Commissioner irL- —=--) N c s The Commonwealth of Massachusetts ' Board of Building Regulations and Standards FOR i t Massachusetts State Building Code, 780 CMR MUNICIPALITY �� USE rn;.gilding Permit Application To Construct,Repair,Renovate Or Demolish a Revised Mar 2011 a One-or Two-Family Dwelling � a- This Section For Official Use Only itili' _Building P:4 t Number;(ZO22—J//2 Date Applied: �� 6.-, F 1GZ L�11iJ`/ZS Z 9-e-ZOZ Building Official(Print Name) Signature Date SECTION 1: SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map& Parcel Numbers 117 OLANDER DR,UNIT 8.NORTHAMPTON MA 01060 ?/ C.- O ay` -00 7 1.1 a Is this an accepted street?yes 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 0 Private❑ Zone: Outside Flood Zone? Municipal 0 On site disposal system 0 Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: DEBORAH SCHIFTER NORTHAMPTON,MA 01060 Name(Print) City,State,ZIP 117 OLANDER DR.UNIT 8 (413)297-0789 schitterdeborah@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 0 Repairs(s) 0 Alteration(s) 0 Addition 0 Demolition 0 Accessory Bldg. 0 Number of Units Other El Specify:Solar PV Brief Description of Proposed Work:ROOF MOUNTED SOLAR PV INSTALLATION OF A ROOF MOUNTED PV SYSTEM ON SOUTH ROOF OF RESIDENCE.(18)PANELS.6.4 KW-DC.6 KW-AC SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) I.Building $9046 1. Building Permit Fee: $ 6 .±?Indicate how fee is determined: ❑Standard City/Town Application Fee 2.Electrical $15454 ❑Total Project Cost3(Item 6)x multiplier x 3.Plumbing S 2. Other Fees: $ 4.Mechanical (HVAC) $ List: 5.Mechanical (Fire S Suppression) Total All Fees:$ 7.6.ou o0 Check No#/32o2.Check Amount:] — Cash Amount: 6.Total Project Cost: S 24500 ❑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 R Restricted 1&2 Family Dwelling City/Town,State,ZIP M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances 413-772-8788 BUILDINGPERMITS@PVSOUARED.COOP 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@PVSOUARED.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 p No . ❑ 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 application7 true and accurate to the best of my knowledge and understanding. W.„ 9/1/2022 Print Owner's or Authorized Agent 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" DocuSign Envelope ID:0EAOF71 F-7BOA-459D-B8C8-162ECF99CF30 Attachment A • You reserve the right to cancel this contract within three business days of signing the Authorization to Proceed. g Y g g Contract termination can be executed using the enclosed Right of Rescission form. PV Squared is committed to providing a high quality product and service and we look forward to work ng with you on your renewable energy project. Sincerely, Pioneer Valley PhotoVoltaics Cooperative 954A_ 7-1.4;141,11- Josh Hilsdon Design and Sales Team Attachments: A- PV Array Sketch General Terms and Conditions Right of Rescission AUTHORIZATION TO PROCEED AND SERVE AS AUTHORIZED AGENT I hereby agree to the Project as set out above, and I agree to pay the contract price according to the Terms of Payment. I further agree to the Terms and Conditions attached hereto as a part of this Proposal and Agreement. I hereby authorize Pioneer Valley PhotoVoltaics Cooperative to proceed with the above-referenced Project in accordance with this Agreement. I further authorize Pioneer Valley PhotoVoltaics Cooperative, or its designated representative, to obtain required permits for this project on behalf of the Owner. I will allow any photographs or videos of this project to be used by Pioneer Valley PhotoVoltaics Cooperative for marketing purposes. A check for the First Payment is enclosed and I am returning this Agreement within 14 days of the Proposal date. Deborah schifter 6/14/2022 I 1:05 AM EDT Printed Name Date r—DocuSigned by: Wowed,, ScLiffc,r \—FB9663BD73D8429 Signature Title Proposal and Agreement#00017304 'age 7 of 13 Deborah Schifter-June 6,2022 ‘0,0=mmikre Commonwealth or Massachusetts Division of Professional Licerisure Board of Building Regulations and Standards Constfuctfon'Supprvisor CS-111266 rkpires: 03/14/2023 DANIEL GOMEZ-GONZALEZ 43 HATFIELD STREET NORTHAMPTON MA 01060 " ;rt.* "/ a • 1.014:1‘ Ve • - 44C•V*1 Commissioner do , 14. jt7ire e>4.,/geze-s, Office of Consumer Affairs and Business Regulation 1000 Washington Street- Suite 710 Boston, Massachusetts 02118 Home improvement Contractor Registration Typo: Supplement Card Regkitreillorr 140077 PIONEER VALLEY PHOTOVOLTAIC COcrPCRATIVE, INC. Expirabon- 09/15,2023 DMA PV SQUARED SOLAR 311 WELLS ST SUITE El GREENFIELO,MA 01301 Update Address and Return Card noa. 0 xosso.1, .5Z0iirrattlereapnae4111401,144. RS+ka J440 4146 WOW HOME IMPROVEMENT CONTRACTOR Ryirstfahon sand for mthvldual use only TYPE:Supolomnset Cato before the expiration date. 11 sound return to: RalstraNce ERT/Ind100 ()Mee ot Consume-,Affairs siness Regulation 14007f 019,15f2023 1000 WasNngton Street tide 71 PIONEER VALLEY PHDTOVD1 TALCS C.00PERATWE,tc. Boston,MA 02118 (NSA PV SOUARED&MAR MAYA FULFORD 311 VitLLS ST Wilt B /1/9441414 GREENFIELD.MA 01301 Undersevetary ot valid without signature //-.....4 ACORO` CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) kit.......---- 12/30/2021 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 (413)586-6481 (A/C,No,Eat): (A/C,Nop: 8 North King Street E-MAIL kparker@webberandgrinnell.com ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC C Northampton MA 01060 INSURERA: Ohio Casualty/Liberty r 24074 INSURED INSURER B: Ohio Security/Liberty 24082 Pioneer Valley PhotoVoltaics Cooperative,Inc. INSURER C: Continental Indemnity/AUW 28258 Attn:Kim Pinkham INSURER D: 311 Wells Street,Suite B INSURER E: Greenfield MA 01301 INSURER F: COVERAGES CERTIFICATE NUMBER: CL21123017215 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 SUER POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED CLAIMS-MADE X OCCUR PREMISES Ea occurrence) $ 300,000 X XCU Included MED EXP(Any one person) $ 15,000 A BKS57072282 01/01/2022 01/01/2023 PERSONAL&ADVINJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER. GENERAL AGGREGATE $ 2,000,000 POLICY X PRO- 2,000,000 JECT pi LOC PRODUCTS-COMPIOPAGGi $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 (Ea accident) ANY AUTO BODILY INJURY(Per person) $ B OWNED X SCHEDULED BAS57072282 01/01/2022 01/01/2023 BODILY INJURY(Per accident $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ X AUTOS ONLY X AUTOS ONLY (Per accident) X $1k Coll Ded X $1k Comp de Underinsured motorist $ 300,000 UMBRELLA LIAB S,000,OOO XX OCCUR EACH OCCURRENCE $ A EXCESS LIAB CLAIMS-MADE US057072282 01/01/2022 01/01/2023 AGGREGATE $ 5,000,000 DED X RETENTION $ 10,000 $ WORKERS COMPENSATION X STATUTE ERH, AND EMPLOYERS'LIABILITY Y/N 1 C ANY PROPRIETOR/PARTNER/EXECUTIVE NIA 375928710105 01/01/2022 01/01/2023 E.L.EACH ACCIDENT $ , , OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ Business Personal Prop 1 $1,820,700 Commercial Property A BKS57072282 01/01/2022 01/01/2023 Installation $25,000 Transportation $75,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Worker's compensation 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 Evidence of Insurance ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE I V ©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 L Department of Industrial Accidents 1 Congress Street,Suite 100 t Boston,MA 02114-2017 "� wwmmass.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): LEI I am a employer with 48 employees(full and/or part-time).* 7. New construction 2.E I am a sole proprietor or partnership and have no employees working for me in 8. Remodeling any capacity.[No workers'comp.insurance required.] 9. ❑Demolition 3.0 I am a homeowner doing all work myself.[No workers'comp.insurance required.]f 4.0 I am a homeowner and will be hiring contractors to conduct all work on my property. I will 10❑ Building addition 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 5.1=1 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.: p 6.0 We are a corporation and its officers have exercised their right of exemption per MGL c. 14.ElOther Solar PV 152,§1(4),and we have no employees.[No workers'comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: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: 117 OLANDER DR, UNIT 8 City/State/Zip:NORTHAMPTON MA 01060 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under 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 c•eri f;i,r.E r tl:e i ai is and penalties of perjury that the information provided above is true and correct Signatu `v - y �� � Date: 9/1/2022 7 413- Phone#: 72"8738 Offrc•ial use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5. Plumbing Inspector 6.Other Contact Person: Phone#: PROJECT INFORMATION: $fa A R Project SCHIFTER O 4 ��Q NORTHAMPTON N Address: 117 OLANDER DR UNIT 8 NORTHAMPTON,MA 01062 SYSTEM DETAILS F P ART a so" Total System Size: 6.4 kW DC(Solar) 6.0 kW AC(Solar) PV SQUARED SOLAR Modules: (18)Q.Peak DUO BLK ML-G10+400 311 WELLS STREET,SUITE 8 Inverters: (1)SolarEdge 6kw HD-Wave w/RGM GREENFIELD.MA 01301 Optimizers (16)SolarEdge P401,P505,or S440 WWW.PVSOUARED.COOP 413-772-8788 DESIGN CRITERIA Design Snow Load 35(paf) SCHIFTER Design Wind Speed 117(mph) NORTHAMPTON Exposure Category B Risk Category II 117 OLANDER DR UNIT e -- NORTHAMPTON.MA 01062 AUTHORITY HAVING JURISDICTION Building: Kevin RossMaio (413)587-1239 \ Electrical: Roger Malo (413)587-1244 \ Electrical Utility: EVERSOURCE Code Ref NEC 2020(MA) PROJECT NOTES I / 1 , Lli—J J T • SOLAR ARRAY UTILITY SERVICE METER (ROOF) s' SOLAR PV DISCONNECT PV SMART PRODUCTION METER F (OUTSIDE) • ' MAIN LOAD CENTER MAIN SERVICE DISCONNECT SOLAR PV EQUIPMENT !. of, (BASEMENT) SITE PLAN& PROJECT INFO. 4 REV: 0 s2*'":. DATE: 8111/2022 • BY: RTC WALE' nu SCALE aT., WE' 1107 N ®AERIAL MAP ®SITE PLAN PV-M 1 NOT TO SCALE CDB NOT TO SCALE ROOF SPECIFICATIONS: S a U A R Material: Asphalt Shingles Attachment Structure Decking/Trusses N 4 Q Pitch 34° /// Azimuth 178° MODULE SPECIFICATIONS: S��4. MODULE MODEL: Q.Peak DUO BLK ML-G10+400 F v Dimensions: 73.98"x 41.14"x 32mm ,R* a soy Clamp Long Side: 3/4"-19 5/8" PV SQUARED SOLAR Clamp Short Side: 3/4"-11 3/4" 311 WELLS STREET.SUITE 8 RAIL SPECIFICATIONS GREENFIELD.MA 01301 Make 8 Model: Ironridge XR100 • PVClamp Torque: 80 in-lbs 4WWW 2-87�UAREDCOOP L-Foot Torque: 250 in-lbs Max Cantilever: 34" SCHIFTER NORTHAMPTON ATTACHMENT SPECIFICATIONS X Roof 600" X Bases/Flashing: SUNMODO NAONMOUNT 117O%ANDER DR UNRII Fasteners: DF#14-10x2"Type AMP X Array 331e" X NORTHAMPTON MA01062 Sealant: CHEMLINK M-1 Max.Spacing: 60" USE 48"TYP. © B 4 • (14')168" X (14')1654 X ARRAY NOTES 1. Framing and attachment locations to be verified on site. my • 2. Bases are staggered to distribute point loading except at edges of , v ®; ® -- o —"B- e:- iDi ..-......' array. • 3. Additional or alternative bases may be used to meet actual roof N N $ a' - ; m —'e- 'ER; SI - conditions. o Q • • !. .. 4. Ironridge Rail Gap Spacing: o - - 4.1. 3/8"Horizontal Spacing 4.2. 1/4"Vertical Spacing _.._!... ....... .....__.............. ' 1 ... 1 ...-®'---- -- • ---'---e.---i.�.�..........-----.-mot- .--(—si._—__...�,..... i - SUNMODO NANOMOUNT BASES RAIL TRUSSES 24"OC INSTALL ON DECKING (ASSUMED) �" 4 SCREWS PER BASE 4 48"OC TYP. 3. 114 4" ARRAY LAYOUT 1 e _- 8 ROOF DATA X 74" REV: 0 DATE. 6/11/2022 BY: RTC 1" SCALE- AS SHOWN 14 .IL 418" �" SIZE 11i17 ®MODULE DETAIL ®ARRAY LAYOUT P V-M 2 SCALE:IN-"1'-0' SCALE:3/18'"1'-0- JOD- truss 1.i runs type City nky \nave till Cohousingr#5 Northampton. I ' IV)1DT4.88 SO7 ISGSSORS 11 1 1 Job Reference(optional) t1FP,UFP 20/20 6.240 s Feb 11 2019 MiTek Industries,Inc Tue Jun 18 SAT 08 2019 Page 1 ID'Pou8HtM?y5c82eOClugx 1 DzPTVaS-Yp58uHTd?gcjirJcwCKHPr i18MDDyGsuTApVuIV1258fC1 T7-0 Q 6-9-0 I 13-D-0 19-3-0 I 26 0 0 27-0-0 1Od 6-9-0 630 6-3-0069G 1-0-0 6x6= Scab=1:59 5 8.007 4 • !Ai 5rr10 413 r I. v 14 5r10•z., 3 ���p 5 Cl. I,� lV4 10 l. l. ex1O= II. 400111 9 : Ji 2 i 5cE Se O 2: 5.00 11 . 8 12 3r4 3x4 5.9.0 t 13-0-0 1 19-3-0 28.0-0 6-9-0 6-3-0 83-0 6-9-0 Plate Offsets(X,Y)- [2:0-4-8,0.1-81,[3:0-5-0,0-3 41,15:0-5-0,0„3-41,16:0-4-8,0.1-81 LOADING(psf) SPACING- 2-0-0 1 CSI. DEFL in (bc) I/defl Lid PLATES GRP TCLL 35.0 Plate Grip DOL 1.15 I TC 0.89 Vert(LL) -0.24 10-11 >999 240 MT20 197/144 [Roof Snnw=35 rn I TCDL 15.0 t Lumber DOL 1.15 I BC 0.42 Vert(CT) -0.43 10-11 >711 180 BULL Qp Rep Stress!nor YES WB 0.66 Horz(CT) 0.41 8 nta n/a BCDL 10.0 Code IRC2015TP12014 1 Matrix-MS Wind(LL) 0.06 10-11 >999 360 Weight:113 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF 2100F 1.8E TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purtins, BOT CHORD 2x4 SPF 2100F 1.8E except end verticals. WEBS 2x4 SPF No.2'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W1:2x6 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer 1 Installation guide. I REACTIONS. (lb/size) 1 2=1 65 510-5-8 (min.0-2-10),8=1655/0-5-8 (min.0-2-10) Max Horz 12=-171(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3849/208,3-13=-3076/54,4-13=-2890/86,4-14=-2890/86,5-14=-3076/54, 5-6=-38491208,2-12=-1766/207,6-8=-1766/207 BOT CHORD 11-12=-168/602,10-11=-463302,9-10=-46/3302,8-9=-47/511 WEBS 4-10=0/2605,5-10=-786/227.3-10=-786'227,2-11=-3/2695,6-9=-3/2695 NOTES- 1)Wind:ASCE 7-10;Vult=117mph(3-second gust)Vasd=92mph;TCDL=5.0psf;BCDL=S.Opsf;h=24ft;Cal.II;Exp B;Enclosed; MWFRS(envelope)and C-C Exterior(2)zone:end vertical left and right exposed;C-C for members and forces R.MWFRS for reactions shown,Lumber DOL=1_60 plate grip DOL=1.33 2)TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psi'or 2.00 times fiat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Bearing at joint(s)12,8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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. LOAD CASE(S) Standard tkT6 t russ 'I russ 1 ype iUy t'ly Village fillCohousingIe6 Northampton. IVHG-T4-138 SO1GE 1 GOBLE 1 1 ;Job Reference(optional) UFP.UFP 2020 8.240 s Feb 11 2019 Milek Intlustnes,Inc Tue Jun 18 09:0702 2019 Paoe 1 ID'Pou8HtM?y5c82eOClugx 1 DzPTVS-jfkteEOsP_sa_wSSZxDf9aSADxGtYiV,'5FMBVtz5K7 �t1-0.0 I 13-0-0 26-0-0 i7-0-Q -0-C 13-0-0 13-0.0 p 0 4x4= Scale=l 59 7 800� /�^9 , 8 ,� \ 10 T21 11 6 i 24 q; • `� 12 -.15 13 4 � S1b ���j 24 14 � ST1 " � 25 5xe-: 23 ?I3 ST1 "�^ ' 15 i_ 28 22 S72 344 II 27 21 i' 301 II lib 1 2 28 20 16 17 1 1 • 28 18 , 30 18 2x4 I! 2r4 II 1--- 13-0-0 26-0-0 , 13-0-0 13-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (hoc) l/deft L/d • PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) 0.00 16 n/r 180 MT20 197/144 IRnnf Snrner_a5 01 1TCDL 15.0 1 Lumber DOL 1.15 BC 0 04 i Vert(CT) -0.00 17 n/r 80 Rep Stress Incr YES WB 0 08 1 Horz(CT) 0.00 18 n/a n/a CLL 0.0 Code IRC2015/TP12014 Matrix-R Weight:106 lb FT=20% B CDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF 2100F 1.8E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF 2100F 1.8E except end verticals. WEBS 2x6 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SPF No.2 , MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS. All bearings 26-0-0. (lb)- Max Horz 30=-171(LC 10) Max Uplift All uplift 100 lb or less at joint(s)30,24,18,25,26,27,28,29,23,22,21,20,19 Max Gray All reactions 250 lb or less at joint(s)27,28,21,20 except 31)=323(LC 23),24=258(LC 25),18=299(LC 20),25=355(LC 19),26=291(LC 19),29=318(LC 22),23=355(LC 20),22=291(LC 20),19=308(LC 23) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 8-9—257/277,9-10=-256(276.2-30=-276/81,16-18=-276/80 WEBS 9-24=-2581158,8-25=-312.60,7-26=-252/68,10-23=312/60,11-22=-252!68 NOTES- 1)Wind:ASCE 7-10;Vult=117mph(3-second gust)Vasd=92mph;TCDL=S.Opsf;BCDL=5.0psf;h=24ft;Cat.II;Exp B:Enclosed: MWFRS(envelope)and C-C Exterior(2)zone;end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.33 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)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. 6)All plates are 1.5x3 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Truss to be fully sheathed from one face or securely braced against lateral movement(Le.diagonal web). 9)Gable studs spaced at 2-0-0 cc. 10)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other bye loads. 11)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)30,24,18,25, 26,27,28,29,23,22,21,20,19. 13)Beveled plate or shim required to provide fuN bearing surface with truss chord at joint(s)24,25,26,27,28,29,23,22,21,20,19. 14)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 iMb Tots I Russ type '.l.2ty 11y 1t a-MN Cohousingra8 Northampton. VHC-T4-88 702 COMMON 112 I 1 UFP.UFP 2020 1 Job Reference(optional) 8.240s Feb 112019 MiTek Industries,Inc Tue Jun 18 09:08:56 2019 Page 1 ID:Pou8HtM7y5c82e0Clugx1C2P1WS-uVNcNAJ6g850G7PJI g6TwJ001V46X8wD7pvtHD¢56KD 11. -J 6-9-0 1360 19-3-0 2600 7O0 10d 6-9-0 6-3-0 I 6-3-0 6-9-0 -0-0 5x6= Scale=1632 8.00 12 5 Bt8 i 21 22 . • are 4 5 5x6G � t V 5x6•• 3 Al: 1i 7 01 2 ) V N 8 9 rs 23 24 12 25 26 11 10 27 28 3x4= 3x4= • 502 II 5x12 11 3x4= 9-0-0 17-0-0 26-0-0 9-0-0 1 6-0-0 9-0-0 l Plate Offsets(X,Y}- [2:0-7-13,Edge[,[4:0-4-0,Edgej,[6:0-4-0,Edgej,[8:0-7-13,Edgej LOADING(psf) SPACING- 2-0-0 CSI. D€FL in (toe) Udell Lid PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL) -0.19 10-12 >999 240 MT20 197/144 (Rod Snow=35 01 ILumber DOL 1.15 BC 0.47 1 Rep Stress Incr YES Vert(CT) -0.29 10-12 >999 180 TCDL 15.0 WB 0.32 Horz(CT) 0.07 8 n/a n/a tatoLL u.0 iCode IRC2015,TPI2014 Matrix-MS Wind(LL) 0.02 10-12 >999 360 Weight:115 b FT.20% BCDL 10.0 1 LUMBER- BRACING- TOP CHORD 2x4 SPF 2100F 1.8E TOP CHORD Structural wood sheathing directly applied or 3-10.5 oc puffins. BOT CHORD 2x4 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 tic bracing. WEBS 2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x8 SP No.1 1-11-12,Right 2x8 SP No.1 1-11-12 be installed during truss erection,in accordanb with Stabilizer J Installation guide. REACTIONS. (lb/size) 2=1660/0-5-8 (min.0-2-10),8=166010-5-8 (min.0-2-10) Max Holz 2=-150(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown, TOP CHORD 2-3=-471/0,3-4=-2418/206,4-21=-1795/237,5-21=-1630/269,5-22—1630/269, 6-22=-1795/237,6-7=-2018/206,7-8=-471/0 BOT CHORD 2-23=-58/1610,23-24=-58/1610,12-24=58/1610,12-25=0/1123,25-26=0/1123, 11-26=0/1123,10-11=0/1123,10-27=-58/1548,27-28=58/1548,8-28=58/1548 WEBS 5-10=-91/749,6-10=-569/181,5-12=-91/749,4-12=-569/181 NOTES- ' 1)Wind:ASCE 7-10;Vult=117mph(3-second gust)Vasd=92mph;TCDL=5.0psf;BCDL=5.0psf;h=24ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)and C-C Exterior(2)zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.33 2)TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;C1=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of mkt 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 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-5-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANS1/TPI 1. LOAD CASE(S) Standard .......... Job r Hiss Huss l ype !City- t-ry Vdiage Hit CoriouSingaSS Northampton, WC-T488 TO2GE r e e F !,1 1 I Job Reference(optional) UFP,IJFP 2020 8.240 s FeC 11 2019 MiTek industries,Inc, Tue Jun 18 09:0650 2019 Pane 1 ID:PouBlithry5c82e0Clugx1DzPTW8-4M?L77FLEtLHY4x9s003g2z8C5ANCMEKNSZ37z5e(J ,1-0-f] 13-0.0 26-0-0 270- 1- 0 13-0-0 13-0-0 1. 0 4x4= Sraku=1;58.6 8.00112 10 9 %• n1 11 344 &71T� 12 f�/ t i 93 4J:La1:15 ;eir 3 S11 19 • `ei / £ __-_..____.131_ i_` I ------ — 18 j la 3fC6 II 31 30 29 28 27 26 25 24 23 22 21 20 II 3x4= i 26-0-0 26-0-0 Plate Offsets(X,Y)— 12:0-6-1,0-0-1j,(18A-6-1,0-0-1] LOADING(psi) TCLL 35.0 SPACING- 2-0-0 CSI. DEFL in (bc) Udell Lid PLATES GRIP Mont'Snrw�15 01 Plate Grip DOL 1.15 TC 0.09 Vert(LL) -0.00 18 nil. 180 - MT20 197/144 ITCDL 15.0I Lumber DOL 1.15 BC 0.03 Vert(CT) -0.00 18 nil- 80 �VLL u.0 Rep Stress!nor YES WB 0.34 Horz(CT) 0.00 18 n/a n/a BCDL 10.0 Code tRC2015:TP12014 Matrix-S Weight:149 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF 2100F 1.8E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins. BOT CHORD 2x4 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SPF No.2 WEBS T-Brace: 2x4 SPF No.2-10-26 SLIDER Left 2x8 SP No.1 1-11-12,Right 2x8 SP No.1 1-11-12 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131-x3")nails,6in o.c.,wkh 3in minimum end distance. Brace must cover 90%of web length. MiTek recommends that Stabdzers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 26-0-0. (lb)- Max Holz 2—150(LC 8) Max Uplift All uplift 100 lb or less at joint(s)2,27,28,29,30,31,25,23,22, 21,20 Max Gray All reactions 250 lb or less at joint(s)26,29,30,22,21 except 2=337(LC 1),18=337(LC 1),27=345(LC 19),28=295(LC 19),31=319(LC 22),25=345(LC 20),23=295(LC 20).20=310(LC 20) FORCES. (lb)-Max.Cornp.Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-250/86 WEBS 9-27=305/55,8-28=-256/70,4-31=-253/109,11-25=-305/55,12-23=-256/70 NOTES- 1)Wind:ASCE 7-10;Vut1=117mph(3-second gust)Vasth92rr h;TCDL=5.0psf;BCDL=5.0psf;h=24ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)and C-C Exterior(2)zone;end vertical left and right exposed:C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.33 2) Truss designed for wind 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/TRI 1. 3)TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.10 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof Nye load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live bads. 6)All plates are 1.5x3 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 2-0-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,27,28,29,30, 31,25,23.22,21,20. 12)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and Contrnfeit onn pge standard ANSI/TPI 1. powered by Q.ANTUM /Duo f rC Q. PEAK DUO BLK ML-G1O+ 385-405 ENDURING HIGH PERFORMANCE EUPORESEARC _,,�� Q TOP BRAND Pk- Warranty 2021, 0 CELLS nrcq,,,,,S Pertxmaxr Yleid Security BREAKING THE 20%EFFICIENCY BARRIER nnl lil Q.ANTUM DUO Z Technology with zero gap cell layout ' boosts module efficiency up to 20.9%. r_i THE MT THOROUGTNGRME TY Q CELLSOS is the first solarH module TESI mGanufacturerPROA toM pass IN theHE mostINDUSTR comprehen- sive quality programme in the industry:The new"Quality Controlled PV"of the independent certification institute TUV Rheinland. INNOVATIVE ALL-WEATHER TECHNOLOGY Optimal yields,whatever the weather with excellent low-light and temperature behavior. ENDURING HIGH PERFORMANCE C.)c-: Long-term yield security with Anti LID Technology,Anti PID ' Technology',Hot-Spot Protect and Traceable Quality T a.Q1m. EXTREME WEATHER RATING ,c,/ High tech aluminum alloy frame,certified for high snow(5400 Pa)and wind loads(4000 Pa). �—' A RELIABLE INVESTMENT C`,YE p Inclusive 25-year product warranty and 25-year 3�(( t('/i/// linear performance warranty'. 'APT test cond.tiorm accxxding to IEC ITS S2904-1:2015,method A(-1500V,98h) z See data sheet on rear tor further ntormation. THE IDEAL SOLUTION FOR: e Rooftop arrays on residentia buildings • Engineered in Germany , CELLS MECHANICAL SPECIFICATION Format 74.0in x 41.1in x 1.26in(including frame) • (1879mm x 1045mm x 32mm) 74.0'(1879 mm) 42.9'(1089 mm) 15.13'(395.5 mm) Weight 48.51bs(22.0kg) _ ... .........._ ................................----"------------- + z49Y(1250 mn1 } • Front Cover 0.13 in(3.2 mm)thermally pre-stressed glass withcl e I anti-reflection technology • 4.Grounding palm.•0.18'(4.5 441 Back Coven Composite film .wer,,,,) Frame Black anodized aluminum _..._-._..__.._..___......................................_..._..........__._........y......_....._.___...._-_.._..____._..___.___..__._._.._,.............................. ® 411•(104amml Cell 6 x 22 monocr stalline Q.ANTUM solar half cells Junction Box 2.09-3.98in x 1.26-2.36 in x 0.59-0.71in (53-101mm x 32-60mm x 15-18mm),IP67,with bypass diodes 10iA 40.2'(1250nw Cable 4mm2 Solar cable;(+)z49.2in(1250mm),(-)a49.2in(1250mm) ~ 4:3 e.or.m.a.holes Connector Staubli MC4;IP68 °+Mwmma.w.DETaLA 1 1.26'(32 mm) DETAILA 003*(la mm) 1-`1 a.%'(24.5mm)I D.w(15mm1 ELECTRICAL CHARACTERISTICS POWER CLASS 385 390 395 400 405 M11. MOM PERFORMANCE AT STANDARD TEST CONDITIONS,ETC'(POWER TOLERANCE+5 W 1-'J W) Power at MPP= PMPG [WI 385 390 395 400 405 Short Circuit Current' Isc [A] 11.04 11.07 11.10 11.14 11.17 Open Circuit Voltage' Vec [V] 45.19 45.23 45.27 45.30 45.34 Current at MPP lam [A] 10.59 10.65 10.71 10.77 10.83 Voltage at MPP VM.. [V] 36.36 36.62 36.88 37.13 37.39 Efficiency' q [%] t19.6 >_19.9 >_20.1 a20.4 220.6 MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS,NMOT' Power at MPP PMPr [W] 288.8 292.6 296.3 300.1 303.8 E Short Circuit Current Ise [A] 8.90 8.92 8.95 8.97 9.00 E Opcon Circuit Voltage E Voc [V] 42.62 42.65 42.69 42.72 42.76 Current at MPP lamp [A] 8.35 8.41 8.46 8.51 8.57 Voltage at MPP VMm [V] 34.59 34.81 35.03 35.25 35.46 'Measurement tolerances PMPp±3%;Ise;Vcc±5%at STC:1000W/m2,25±2°C,AM 1.5 according to IEC 60904-3•'800W/m',NMOT,spectrum AM 1.5 Q CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE o2w a 11G >:. ,. 444 C.,. - At least 98%of nominal power during ? T i r III •� first year.Thereafter max.0.5% ° w n degradation per year.At least 93.5% -loo L •u �.__-L__.._..._........ • -% of nominal power up to 10 years.At g _,,--" ',--~ml ?z least 86%of nominal power up to .- '0 " 25 years. w - L_ 0 ar L o All date within measurement toleranc- ' i 1 , & tliii es.Full warranties in accordance with ' 200 400 Goo 800 loon • C the warranty terms of the Q CELLS IRRADIANCE:(WW1 ' a „ sales organisation of your respective R G G rn , G• a country. macs Typical module performance under low irradiance conditions in e m 'FS Tl comparison to STC conditions(25°C,1000 W/m2) in m TEMPERATURE COEFFICIENTS . o Femperatura Coefficient of i a [%/K] +0.04 Temperature Coefficient of U;,,, Q [%/K] -0.27 m Tetnpe:rature Coefficient of P.,,, y [%/K] -0.34 Nominal Module Operating Temperature NMOT [°F] 109±5.4(43±3°C) m 0 D PROPERTIES FOR SYSTEM DESIGN ° a Maximum System Voltage V;,;, [V] 1000(IEC)/1000(UL) PV module classification Class II a Maximum Series Fuse Rating [A DC] 20 Fire Rating based on ANSI;Lit,.61730 TYPE 2 Max.Design Load,Push/Pull'- [Ibs/ft2] 75(3600 Pa)/55(2660 Pa) Prrnitted Module Temperature -40°F up to+185°F p Max.Test Load,Push;Pull' [Ibs/ft'] 113(5400 Pa)/84(4000 Pa) on Continuous Duty (-40°C up to+85°C) Y 'See Installation Manual ri tri QUALIFICATIONS AND CERTIFICATES PACKAGING INFORMATION UL 61730,CE-compliant, , t�/y's ,ram/) ® E IECQu 6ty C152016,l PVC-730 Rheinland. eltb ( I�`IVO, '10 - �"O_-"O� g IEC 61215:2016.IEC 61730:2016. /�� U.S.Patent No.9,893,215(solar cells). Tavan.�ni°,• Horizontal 76.4in 43.3in 48.0in 16561bs 24 24 32 .$ QCPV Certification ongoing. Cc«m,.4 US packaging 1940mm 1100mm 1220mm 751kg pallets pallets modules .Y UL 81730 •"""' 0 1112220272 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 0 CELLS America Inc. 400 Spectrum Center Drive,Suite 1400,Irvine,CA 92618,USA I TEL+1 949 748 59 96 I EMAIL inquiry@us.q-cells.com I WEB www.q-cells.us IRONRIDGE XR100 Rail See Description /-Length Rail Section Properties Property Value Total Cross-Sectional Area 0.582 in` .66 Section Modulus (X-axis) 0.297 in3 .46 Moment of Inertia (X-axis) 0.390 in4 t Moment of Inertia (Y-axis) 0.085 in4 Torsional Constant 0.214 in- Polar Moment of Inertia 0.126 in4 1.99 APPROVED MATERIALS: 44 6005-T6, 6005A-T61, 6105-T5, 6N01-T6 2.34 (34,000 PSI YIELD STRENGTH MINIMUM) .58 ---- 1.25 --=' Clear Part Black Part Description/Length Material Weight Number Number XR-100-132A XR-100-132B XR100, Rail 132" (11 Feet) 7.50 lbs. XR-100-168A XR-100-1688 XR100, Rail 168" (14 Feet) 6000 Series 9.55 lbs. XR-100-204A XR-100-204B XR100, Rail 204" (17 Feet) Aluminum 11.60 lbs. v1.1 IRON RIDGE - XR100 Bonded Splice 4, 0 XR-100 RAIL 4 r - 12.0 i '''''''''-7''''''-' 4..t 0 II XR-100-SPLC-BD KIT, XR100 BONDED SPLICE 1) Splice, XR100, Mill 12" long 2) Screw, Self Drilling C. 1.24 -- ,- .63 -Ns-- 1.93 .31 aim ill)) iI111111��''► at 0.42 .15 H--- --... .93 —•— #12-14 TYPE "B"THREAD Property Value Property Value Material 6000 Series Aluminum Material 300 Series Stainless Steel Finish Mill Finish Clear vl.0 SUNM•D1 Cut Sheet • 44, 4.5s NanoMount o�. + 1! 142 45 0 6: F, 1 r [ I f 1 ,su.m w — Material:Aluminum Finish:Black Powder Coating -0- a 0o2r 410.33 (0s.41 06 M NanoMount Gasket r 024 143 tl6 Part Number Description + K50058-BK1 NanoMouni . NanoMount — . USWR Gasket Material:USWR Gasket with Adhesive D10214-V003 Dimensions shovn are inches(and millimeters) Details a e subject to change without notice SUNM•Dr1 Cut Sheet Lag Bolt Assembly NaTIOMOUni Log Bolt 1. Hex Lag Bolt M8X115, DIN 571,304 VI ..... . .. ....._..._.28s Cta. ......... �, p a ~ : i/1tt>;1�IN1{th11{t{titit{t hht11 4 — {ytcttt`tt{�ttt�{ lllItttt`,jt,tytlte. na; Material:Stainless Steel Finish: Clear 2 Sealing Washer.331D X.75X.157 .. .. i mon I I vas: 1 mam r?wa; I 1 - ___t_ maaa Material:EPDM—Stainless Steel Decking1St ScrewAssembly Asse b y 1. Self-Tapping Screw,#6.3 X 76 IRX i t�J R411: 81a RI V Illannate It/IV: : Material:Stain Finish:Clear Part Number Description 2.Sealing Washer .261D X .50X.125 K50049-BK1 Lag Bolt Assembly r • Hex Lag Bolt M8X115, DIN 571, 304S , r�~� ,�,• • Sealing Washer.33 ID X.75 X .157 I I F- -- ''\• "� t mu t ! 1 i ac.� 3.6�W I ica.ui "�' k ft K50055-BK1 Decking Screw Assembly I \\ ! • Self-Topping Screw,#6.3 X 76 i N., • Sealing Washer.261D X.50X.125 Material: EPDM+Stainless Steel D10214.V003 Dimensions Shawn are inches loud millimeien) Derails are subject to change without notice