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36-405 (2)
227 EMERSON WAY BP-2019-0879 GIs#: COMMONWEALTH OF MASSACHUSETTS MQ Block: 36-405 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: SOLAR ELECTRIC SYSTEM BUILDING PERMIT Permit# BP-2019-0879 Project# JS-2019-001460 Est.Cost: $53449.00 Fee: $775.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: PIONEER VALLEY PHOTOVOLTAICS 111266 Lot Size(sy.ft.): 41120.64 Owner: OAK RIDGE ROAD LLC C/O DOUGLAS KOHL zonine: Applicant: PIONEER VALLEY PHOTOVOLTAICS AT. 227 EMERSON WAY Applicant Address: Phone: Insurance: 311 WELLS ST - SUITE B (413)772-8788 Workers Compensation GREENFIELDMA01301 ISSUED ON.211412019 0:00:00 TO PERFORM THE FOLLOWING WORK.ROOF MOUNTED SOLAR, 39 PANELS 14.04 KW POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Sipnature: FeeType: Date Paid: Amount: Building 2/1412019 0:00:00 $75.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner " V D Department use only City of Northamp on & sof .ism ' Building Dep 6rtm nt FEB _ 8 y Permit 212 Main.Stree ` Sewer cA Uablllty Room 100 ------ Ave ability. Northampton, MA 0 066'7 °`Bull P NO�THAM� Two:�ts. ral Plans- phone 413-587-1240 Fax 4T3--587--T212 PJiS 1s` Other APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION f9 9, p?— ,f 7 q 1.1 Property Address: This jsection to be complete) office d by _�SiC � 227 Emerson Way, Florence, MA 01062 � Map Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Chris Waters and Michael Miller 1182 South Schodack Road,Castleton,NY 12033 Name(Print) Current Mailing Address: (315) 882-2216 See attachment (A) Telephone Signature 2.2 Authorized Anent: Pioneer Valley PhotoVoltaics Cooperative,LLC 311 Wells Street, Suite B,Greenfield,MA,01301 Name(Print) "'16Current Mailing Address: 413-772-8788 Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building $53,449 (a)Building Permit Fee 2. Electrical (b)Estimated Total Cost of Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical HVAC 5. Fire Protection 6. Total=(1 +2+3+4+5) $53,449 Check Number This Section For Official Use Only Building Permit Number: Date Issued: Signature: Building Commissioner/Inspector of Buildings Date Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department 4 Lot Size - Frontage E f Setbacks Front I Side L:1-- J R:i L: _ RL Rear Building Height Bldg. Square Footage __I ( 7 % ` I Open Space Footage f % (Lot area minus bldg&paved parking) #of Parking Spaces Fill: volume&Location �- A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO 0 DONT KNOW (D YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW YES Q IF YES: enter Book i Page and/or Document#f i B. Does the site contain a brook, body of water or wetlands? NO 0 DONT KNOW 0 YES Q IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained ® , Date Issued: C. Do any signs exist on the property? YES O NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES 0 NO IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading,excavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES ® NO IF YES,then a Northampton Storm Water Management Permit from the DPW is required. t SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House ElAddition ❑ Replacement Windows Alteration(s) E Roofing Or Doors E3 Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [M Siding[ED] Other[C ] Brief Description of Proposed Work: Alteration of existing bedroom Yes No Adding new bedroom Yes X No Attached Narrative Renovating unfinished basement Yes X No Plans Attached Roll -Sheet 6a.If New house and or addition to existing housing,complete the following: a. Use of building: One Family Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? d. Proposed Square footage of new construction. Dimensions e. Number of stories? f. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 ft.of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No. I. Septic Tank City Sewer Private well City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT See Attachment A I, ,as Owner of the subject property hereby authorize PV Squared to act on my behalf,in all matters relative to work authorized by this building permit application. Signature of Owner Date NM— PV Squared as Gamer/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Chris Krezmiem Print Name 1/28/2019 Signature of Owner/Agent Date SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: Daniel Gomez Gonzalez CS-111266 License Number 43 Hatfield Street , Northampton MA 01060 03/14/2021 Address [�/JExpiration Date 413-772-8788 Signature Telephone 9.Registered Home Improvement Contractor. Not Applicable ❑ Pioneer Vallev Photovoltaics Cooperative, LLC 140077 Company Name Registration Number 311 Wells Street, Suite B, Greenfield, MA, 01301 09/15/2019 Address Expiration Date Telephone 413-772-8788 SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152,§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes....... 0 No...... ❑ 11. - Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner:Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building Permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152 (Workers'Compensation) and Chapter 153(Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature 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-referenoed Project in accordance with this Agreement.I further authorize Pioneer Valley PhotoVoltaics Cooperative,or its designated representative,to obtain required permits for this project on behalf of the Owner. I will allow any photographs or videos of this project to be used by Pioneer Valley PhotoVoltaics Cooperative for marketing purposes. A check for the First Payment is enclosed and I am returning this Agreement within 21 days of the Proposal date. h1it/ley Printed Name Date Signature Title Printed Name Date Signature Title Proposal and Agreement#00014055 Page 6 of 12 Michael Miller•September 25,2016 Commonwealth of Massachusetts IV" Division ut Professional Licensure Board of Building Regulations and Standards Construction `Supervisor CS-111266 Egpires: 031M4=21 DANIEL GONIEZ-GONZALIZ 43 HATFIELD STREET NORTHAMPTON MA 01080 Commissioner Office of Consumer Affairs and Business Regulation One Ashburton Place - Suite 1301 Boston, Massachusetts 02108 Home Improvement Contractor Registration Type: Supplement Card Registration: 140077 PIONEER VALLEY PHOTOVOLTAICS COOP Expiration: 09/15i2019 311 WELLS ST SUITE B GREENFIELD,MA 01301 Update Address and Return Card. Office of Consumer Affairs b Business Reoulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE:Sunolement Carl before the expiration date. It found return to. Regstration Expiration Office of Consumer Affairs and Business Regulation 140077 09 15 21J 19 10 Park Plaza-Suite 5170 P UNLE i',vat'.E.Y PHO TOVOLi Alia COO! Boston.MN 02,116 � 1 H KHEZMIF^ (,;If i'Ji N t valid witho t 'gnature Undersecretan; The Commonwealth of Massachusetts Department of Industrial Accidents I Congress Street,Suite 100 Boston,MA 02114-2017 SV Y www.mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Leeibly 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): 1.[Z]I am a employer with 48 employees(full and/or part-time).* 7. ❑New construction 2.❑I am a sole proprietor or partnership and have no employees working for me in 8. ❑Remodeling any capacity.[No workers'comp.insurance required.] 9. ❑Demolition 3.1 I am a homeowner doing all work myself.[No workers'comp.insurance required.]t 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.E]Plumbing repairs or additions 5.[]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. 14.�✓ Other Solar PV 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 152,§1(4),and we have no employees.[No workers'comp.insurance required.] Any applicant that checks box#I 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 isproviding workers'compensation insurance for my employees. Below is thepolicy and job site information. Insurance Company Name:Ohio Casualty/Liberty Policy#or Self-ins.Lic.#:BKS57072282 Expiration Date:01/01/2020 Job Site Address:227 Emerson Way City/State/Zip:Florence 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 cert r t e ai s nd penalties of perjury that the information provided above is true and correct Si natu• . 4 Date: 1/28/2019 Phone#:413-7 -87 8 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: DATE(MMIDD/YYYY) ACORO® CERTIFICATE OF LIABILITY INSURANCE 12/28/201 a THIS CERTIFICATE IS ISSUED ASA MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endomement(s). PRODUCER CONTACT Linda Powers,CRIS NAME: Webber&Grinnell IPXNN E (413)586-0111 ac No: (413)586-6481 8 North King Street E-MAIL (powers@webberandgrinnell.com ADDRESS: INSURERS AFFORDING COVERAGE NAIC 8 Northampton MA 01060 INSURER A: Ohio Casualty/Liberty 24074 INSURED INSURER B: Ohio Security/Liberty 24082 Pioneer Valley PhotoVoltaics Cooperative,Inca INSURER C: Continental Indemnity/AUW Attn:Kim Pinkham INSURER D: 311 Wells Street,Suite B INSURER E: Greenfield MA 01301 INSURER F: COVERAGES CERTIFICATE NUMBER: Master Exp 1-2020 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE I D WVD POLICY NUMBER MM/DDY� MM/DD� LIMITS X COMMERCIALGENERALLUIBILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED CLAIMS-MADE �OCCUR PREMISES Ea occurrence) $ 300,000 MED EXP(Any oneperson) $ 5,000 A BKS57072282 01/01/2019 01/01/2020 PERSONAL&ADV INJURY $ 1,000,000 GENLAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY ❑JECT LOC PRODUCTS-COMP/OPAGG $ 2.000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea accident X ANY AUTO BODILY INJURY(Per person) $ B OWNED SCHEDULED BAS57072282 01/01/2019 01/01/2020 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED X NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident X $1 K coll X $1 K comp Underinsured motorist BI $ 300,000 UMBRELLA LIAB OCCUR EACH OCCURRENCE $ 3,000,000 A EXCESS LIAB CLAIMS-MADE US057072282 01/01/2019 01/01/2020 AGGREGATE $ 3,000,000 DED I I RETENTION$ $ WORKERS COMPENSATION X1 SPER TATUTE ERH AND EMPLOYERS'LIABILITY Y/N C ANY PROPRIETORIPARTNER/EXECUTIVEE.L.EACH ACCIDENT $ 1,000,000 OFFICERIMEMBEREXCLUDED? N/A WC/TBD/NYR 01/01/2019 01/01/2020 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1.000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ Business Pers Property $1,750,000 A Commercial Property BKS57072282/NYR 01/01/2019 01/01/2020 Installation $50,000 Transportation $75,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) Worker's compensation ncludes Ma,CT,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 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD ,bGUq r Q * Miller-Waters - Florence Z3_ LI L -milt M=I=Mji&M t Owner: Chris Waters Michael Miller 4w4 yrz r. Address: 227 Emerson Way Florence, MA 01062 Phone: (315) 882-2216 .. , e-mail: miIIwaters517(?i_)gmail.com System Size : 14.04 kW DC PV Array: (39) SunPower SPR-X22-360 ; modules as (3) rows in portrait position f on South roof of attached garage. See drawings attached. ' Mounting: IronRidge rails on L-feet on .. -, Quickfoot bases Roof Structure: See attached truss ' ' ' • •' documents and information .. Roofing Material: asphalt shingles Notes: New Construction - - --- O • -' Landscape Plan Stale:V-20' w _ Line of Ext Wall ROOF PLAN Scale:1/4a-V-0a June 20,2018 PROJECT INFORMATION: N $Q U4 Q ��4 • Owner: Chris Waters �n Michael Miller • Address: 227 Emerson Way Florence, MA 01062 '"* • foo PV Squared Solar • Phone: (315)882-2216 311 Wells street suite B Greenfield,MA 01301 • Email: millwaters517@gmail.com design@pvsquared.coop 413-772-8788 • System Size: 14.04 kW DC-STC JOB: Miller&Waters • Modules: SunPower X22-360 ---- • Rail: Ironridge XR100 SITE: 227 Emerson Way • Bases: Ecofasten Quikfoot Florence,MA 01062 • Snow Load: 40 lbs REVISIONS: • Wind Speed: 117 mph ROOF STRUCTURE: • 250 Manufactured Trusses and 2x12 rafters @ 24"O.C. ROOF MATERIAL: A it Plan No Scale • Asphalt Shingles PROJECT NOTES: 1. Framing location to be verified on site. palm Make I Model Qty 2. Slide rail assembly as needed to avoid interfering with splices or bases. Base Ecofasten Quikfoot 73 3. Unless otherwise noted bases are staggered Flashing Ecofasten Quikfoot 73 and spaced not more than 48"O.C. L-Foot Ecofasten SCL-101-3 73 TME: Site Plan 4. Additional or alternative bases may be used Fastener GRK RSS 5/16"X 3-1/8' 146 _ to meet actual roof conditions. Sealant Geocel 4 14'Rail BLK Ironridge XR-100-168B 6 FDN#: 12177 17'Rail BKL Ironridge XR-100-204B 12 BY. JG Rail Splice Ironridge XR-100-SPLC-M1 14 DATE: 1/28/2019 Rail Clamp BLK Ironridge UFO-CL-01-B1 84 SCALE: No Scale Rail Stopper BLK,46mm Ironridge UFO-STP-46MM-B 12 SIZE: 8-1/2"X 11" Rail Cap Ironridge XR-100-CAP 6 Optimizer Bolt 11ronridge MI-BHW 39 PV-01 B Mechanical Balance of System(MBOS) v (Sheet 1 of 2) N Qgnu4O 4 25°Manufactured Trusses @ 24"O.C.from this point to Western Gable. 25°2x12 Rafters @ 24"O.C. er • `o from here to Eastern Edge. PV Squared Solar Roof-4403/4" 311 Wells Street Suite B Array 4153/8' Greenfield,MA 01301 design@pvsquared.coop 413-772-8788 JOB: Miller&Waters (1 P)- (1 8 ) (1 ')- 2 8" ---- SITE: 227 Emerson Way Florence,MA 01062 V i 00 , „ , 6" REVISIONS o (1 )- ( ) 20117')-1751 0 `L° Array 623Y4' Roof-671%8' Array starts at L-Feet above rail at drip edge and bottom of array only. Western gable. Below rail otherwise. Array Layout 41_Y16" 2" TITLE: Array Layout 4ID — RAIL SPECIFICATIONS FDN#: 12177 Make&Model: Ironridge XR100 — BY: JG Clamp Torque: 80 in-lbs — L-Foot Torque: 250 in-lbs 16„ DATE: 128/2019 Max Span: 64" 1 SCALE: 1/8"=V-0" Max Cantilever: 21" 1 Y16 SIZE: 8-112"x11" MODULE SPECIFICATIONS: Module Dimensions �]\ /_O� Make&Model: SunPower X22-360 B �"_ '�" r N Clamp Range: 2"to 16"on all sides Module Size: 61-5/16"x 41-3/16"x 1-13/16"(46mm) (Sheet 2of2) yp - - y - -- -- 0 rUSS RISS a Miller Waters Garage-227 Emerson Way 18073171) T01GE DUAL PITCH ID: fZi942z NJUoRYoaCAJob Reference(optional) A Universal Forest Products Company,UFP 20/20 - Run:8.220 s Jul 9 2018 Print:8.240 a Jan 22 2019 MiTek klustries,Ina Mon Feb 4 12:19:18 2019 Page_i yu p 44yuUQw-G7Q_ACQNGvbtobiOP6nUsbUkq?6N45mA_USShKzoXZd -1-1-0 5-5-12 10-6-10 17-11-12-__ __- __ ___26-0=0 27-1-0 1 1-0+- 5 5 12 5-0-14 + 7-5-3 8-0-4 1 1 0 Scale=1:46.2 5x6 7 5.50[12 10-6-10 - -- -----15-5 8 6 32 31 33 4x6 8.00112 %' / 10 �a 30 12 K. 4 S1" 13, {� / 3 $T3 14 29 34 / Sir 0 T1 S 11 a 2. 15 16..0 1 I� i 3x4- 28 27 26 25 24 23 22 21 20 19 18 17 3x4- 3x4= 5-5-12 - 10-640 15-4-14- 20-4-15 --_ 26-" 5-5-12 + - 5-0-14 } 4-10-5 5-0-0 5-71 Plate Offsets(X,Y)-- 7:0-2-4 0-3-4 LOADING(psf) SPACING 2-0-0 CSI. DEFL in (loc) I/dell Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) 0.00 15 n/r 120 MT20 197/144 TCDLSnow=3 5.0) Lumber DOL 1.15 BC 0.05 Vert(CT) 0.00 15 n/r 120 15.0 BCL0.0 ` Rep Stress Incr YES WB 0.19 Horz(CT) 0.00 15 n/a n/a BCL____ 10.0 Code IRC2018/TPI2014 Matrix-S Weight:137 Ib FT=4%0 LUMBER- BRACING TOP CHORD 2x6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SPF No.2 REACTIONS. All bearings 26-0-0. (lb)- Max Horz 2=-228(LC 9) Max Uplift.All uplift 100 Ib or less at joint(s)2,15,25,26,27,23,21,20,19,18,17 except 28_100(LC 11) Max Grav All reactions 250 Ib or less at joint(s)24,27,20,19,18 except 2=324(LC 17),15=327(LC 1), 25=351(LC 18),26=327(LC 18),28=279(LC 21),23=314(LC 19),21=290(LC 19),17=376(LC 19) FORCES. (lb)-First Load Case Only TOP CHORD 1-2=58,2-29=-112,3-29=38,3-4=-88,4-30=-85,5-30-26,5-31=86,6-31=-30,6-7=-90,7-8=-72,8-32=-28,9-32=-70, 9-33=14,10-33=-28,10-11=-69,11-12=-70,12-13=-67,13-14=-82,14-34=51,15-34=-102,15-16=39 BOT CHORD 2-28=25,27-28=25,26-27=25,25-26=25,24-25=25,23-24=25,22-23=25,21-22=25,20-21=25,19-20=25,18-19=25, 17-18=25,15-17=25 WEBS 7-24=-159,6-25=-206,5-26=-201,4-27=-194,3-28=-221,8-23=-206,9-21=-201,11-20=-1 99,12-19=-206,13-18=-164, 14-17=-308 NOTES- 1) OTES1)Wind:ASCE 7-10;Vult=117mph(3-second gust)Vasd=92mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.11;Exp C;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-2-8 to 1-9-8,Interior(1)1-9-8 to 7-6-10,Exterior(2)7-6-10 to 13-6-10,Interior(1) 13-6-10 to 24-2-2,Exterior(2)24-2-2 to 27-2-2 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=35.0 psf(Hat roof snow);Category II;Exp C;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)`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. `��►y►►V��l��y 8)All bearings are assumed to be User Defined crushing capacity of 425 psi. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,15,25,26,27,23 21,20,19,18,17 except(jt=1b)28=100. 10)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and refere standard ANSUTPI 1. JUAN J. LOAD CASE(S) Standard ;r v M RAt E5 111 f':I� `r yf 51RUClU( L / 4 21 , �! GISTER : alp 02/04/2019 ljob -.. - .`Truss -_- _.. .- IiTruss-Type__.. . _.... - _. Oly [Ply -MiIler Waters Garage-227 Emerson-ay 18073171J T01 DUAL PITCH 15 I 1 111Job Reference(optional) A Universal Forest Products Company,UFP 20/20 1 Run:8.220 s Jul 92018 Print:8.240 s Jan 22 2019 MiTek Industries,Inc.Mon Feb 4 12:19:16 2019 Page 1 ID:yufZi942zpNJUORYoacA44yuU0w-KkIEIW07klK9YHZeHhkOnAPHxBE?c7Yu WAfLcRzoXZf 1-1-0, 5-10-8 10-6-10 18-3-5 26-0-0 7-1-0 1-1-0 5-10-8 4-8-2 7-8-11 7-8-111 1-1-0{ Scale=1:46.3 6x6 z' 10-6-10 15-5$__ _ i 4 1 20 T2 ' 19, 21 4x6" r 8.00 12 1 2x4 : 5 ? 3x4 �A 3 6 T3 W4 22 i / 2 / - -- - — — D — 7 132 e � LLy7 - 11 10 9 3x8 4x8= 3x6--- 2x4 11 4x4 0-5-8(0-2-10) 0-5-8(D-2-10) 1681#/-215# 1678#/-258# 10-6-10 15-4-14 20-4-15 26-0-0 10-6-10 1 4-10-5 1 5.0.0 5-7-1 Plate Offsets(X,Y)__L2.0-8_0,0-0-14j-_ TOADING(psi) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP CLL(Roof Snow=35.0) Plate Grip DOL 1.15 TC 0.53 Vert(LL) -0.10 9 >999 240 MT20 197/144 TCDL15.0 Lumber DOL 1.15 BC 0.81 Vert(CT) -0.3011-14 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.42 Horz(CT) 0.08 7 n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MS Weight:116 Ib FT=4% LUMBER- BRACING TOP CHORD 2x6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-1 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 WEBS 1 Row at midpt 6-11 REACTIONS. (Ib/size) 2=1681/0-5-8,7=1678/0-5-8 Max Horz 2=-228(LC 9) Max Uplift2=-215(LC 11),7=-258(LC 12) FORCES. (lb)-First Load Case Only TOP CHORD 1-2=67,2-18=-2219,3-18=-2120,3-19=-1807,4-19=-1563,4-20=1534,20-21=-1548,5-21=-1600,5-6=-1724, 6-22--2680,7-22=-2807,7-8=49 BOT CHORD 2-11=1764,10-11=243619-10=2436,7-9=2436 WEBS 4-11=1000,6-9=144,6-11=-1151,3-11=-479 NOTES- 1)Wind:ASCE 7-10;Vult=117mph(3-second gust)Vasd=92mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.ll;Exp C;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-2-8 to 1-9-8,Interior(1)1-9-8 to 7-6-10,Exterior(2)7-6-10 to 13-6-10,Interior(1) 13-6-10 to 24-2-2,Exterior(2)24-2-2 to 27-2-2 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow);Category ll;Exp C;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)All bearings are assumed to be User Defined crushing capacity of 425 psi. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)2=215, 7=258. 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. LOADCASE(S) Standard 4l4 S1 tC i, S14il1C'1U! 1 +► '\ a 211 , 02/04/2019 4� t More than 22% Efficiency High Performance & Excellent Durability Ideal for roofs where space is at a premium or where future expansion might be needed. Maximum Performance SERIES Designed to deliver the most energy in demanding real-world conditions,in partial shade and hot rooftop temperatures.'2A Premier Technology Engineered with the newest and most powerful SPR-x22-350 Maxeon technology,X-Series brings unmatched power and performance to your home. Highest Efficiency' Generate more energy per square foot X-Series residential panels convert more sunlight to electricity by producing 38%more power per panel' and 70%more energy per square foot over 25 years.'2_1 Highest Energy Production' Produce more energy per rated watt Maxeon®solar cells:Fundamentally better High year-one performance delivers 8-10%more energy per rated watt.' Engineered for performance,designed for durability. This advantage increases over time,producing 21%more energy over the first 25 years to meet your need S.3 Engineered for Peace of Mind Designed to deliver consistent,trouble-free 120 21 More Energy energy over a very long lifetime.3'4 0 Per Rated Watt v i Ofi?; ,if Designed for Durability v s sartore a ycaz The SunPower Maxeon Solar Cell is the only cell Dir built on a solid copper foundation.Virtually 5 70`' impervious to the corrosion and cracking that degrade conventional panels.3 0 _ ,o 15 20 Same excellent durability as E-Series panels. tvlalntalns Hlgh #1 Rankin Fraunhofer durability test.° Power at High TeinpS 100%power maintained in Atlas 25+ No Light-Indwed ' Uej.radaticn comprehensive durabilitytest.10 H„h Average Walt, bettor Lov-tight and Spenral Response High Pct for mance lu Anti-Reflective Glass r Sin Power Offers The Bes',Combined Power And Pro Jjc-1 Warr a nty Power Warranty Product Warranty SLInPower ---won! Warranty is '° 7s 0 s 10 1S 20 2s More guaranteed power:95%for first 5 years, Combined Power and Product defect 25-year coverage -0.4%/yr,to year 25that includes panel replacement costs a Hectrical Data Tests And Ceitifications SPR-X22-360 Standard Tests13 UL1703(Type 2 Fire Rating),IEC 61215,IEC 61730 Nominal Power(Pnom)" 360 W Quality Certs ISO 9001:2008,ISO 14001:2004 Power Tolerance +5/-0% ROHS,OHSAS 18001:2007,lead free,REACH Avg.Panel Efficiency'` 22.2% EHS Compliance SVHC-163,PV Cycle Rated Voltage(Vmpp) 60.6 V Sustainability Cradle to Cradle(eligible for LEED points)" Rated Current(Impp) 5.94 A Ammonia Test IEC 62716 Open-Circuit Voltage(Voc) 69.5 V Desert Test 10.1109/PVSC.2013.6744437 Short-Circuit Current(Isc) 6.48 A Salt Spray Test IEC 61701 (maximum severity) Max.System Voltage 600 V UL&1000 V IEC PID Test Potential-Induced Degradation free:1000 V5 Maximum Series Fuse 15A Available Listings UL,TUV,JET,CEC Power Temp Coef. -0.30%/°C Voltage Temp Coef. -167.4 mV/°C Current Temp Coef. 3.5 TPA/°C Temperature -40°F to+185°F(-40°C to+85°Q Impact Resistance 1 inch(25 mm)diameter hail at 52 mph(23 m/s) REFERENCES: Appearance Class A+ 1 All comparisons are SPR X21-345 vs.a representative conventional panel:250 W,approx.1.6 m', 15.3%efficiency. Solar Cells 96 Monocrystalline Maxeon Gen III 2 Typically 8-10%more energyper watt,BEW/DNV Engineering"Su n Power Yield Reporr"Jan2013. Tempered Glass High-transmission tempered anti-reflective 3 SunPower 0.25%/yr degradation vs.1.0%/yr conv.panel.Campeau,Z.et al."SunPower Module Degradation Rate;'SunPower white paper,Feb 2013;Jordan,Dirk"SunPower Test Report;'NREL, Junction BOX IP-65,MC4 compatible Q1-2015 Weight 41 lbs(18.6 kg) 4"SunPower Module 40 Year Useful Life'SunPower white paper,May 2015.Useful life is 99 out of 100 panels operating at more than 70%of rated power. Max.Load Wind:62 psf,3000 Pa,305 kg/ml front&back 5 Highest of over 3,200 silicon solar panels,Photon Module Survey,Feb 2014. Snow:125 psf,6000 Pa,611 kg/m2 front 6 1%more energy than E-Series panels,8%more energy than the average of the top 10 panel Frame Class 1 black anodized(highest AAMA rating) companies tested in 2012(151 panels,102 companies),Photon International,Feb 2013. 7 Compared with the top 15 manufacturers.SunPower Warranty Review,May 2015, 8 Some restrictions and exclusions may apply.See warranty for details. 46 mm 9 X-Series same as E-Series,5 0(top 8 panel manufacturers tested in 2013 report,3 additional 1558 mm [1.8 in] panels in 2014, Ferrara,C.,of al,"Fraunhofer PV Durability Initiative for Solar Modules:Part 2". [61.3 in] �f Photovoltaics International,2014, FRAME PROFILE 10 Compared with the non-stresstested control panel.X-Series same as E-Series,tested in Atlas 25-Durability test report,Feb 2013. E 11 Standard Test Conditions(1000 Wi Inadlance,AM 1,5,25°Q NREL calibration Standard: 1046 mm E SOMS current,LACCS FFand Voltage, [41.2 in] IL 12 Based on average of measured power values during produr tion. 13 Type 2 fir e rating per _JL 1703.2013,Class C fire rating per UL1703.2002. 3o mm 14 See salesperson for details. D.2 rn) Please read the safety and installation guide.. See www.sunpowercondfacts for mor e reference infoi oration. For more details,see extended datasheeC www.sunpowerconddatasheets. Document#514618 Rev A/LTR_US haL IRONRIDGE XR100 Rail See Des tion / Length Rail Section Properties Property Value Total Cross-Sectional Area 0.582 int 66 Section Modulus(X-a)is) 0.297 in 3 .46 Moment of Inertia (X-axis) 0.390 in" Moment of Inertia (Y-axis) 0.085 in Torsional Constant 0.214 in3 Polar Moment of Inertia 0.126 in 1.99 APPROVED MATERIALS: 2.44 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. 6000-Series XR-100-168A XR-100-1688 XR100, Rail 168" 14 Feet 9.55 lbs. XR-100-204A XR-100-204B XR100, Rail 204"(17 Feet) Aluminum 11,60 lbs. V1.1 iS a #}�. 'q'r"' Y s "vn 9 - „4f:r ","..`�"}.:' i"4s•n 'fin"�«�• * h;.�„ ,r�`" q'Y" �.o,+ `"� u " , ,�'�= '�; -x ZA&L IRON RIDGE XR100 Bonded Splice XR-100 RAIL 12.0 1 XR-100-SPLC-BD KIT, XR100 BONDED SPLICE 2 1) Splice, XR100, Mill 12" long 2) Screw, Self Drilling 1.24 .63 1.93 .31 0.42 .15 93 #12-14 TYPE "B"THREAD Property Value Property Value Material 6000 Series Aluminum Material 300 Series Stainless Steel Finish Mill Finish Clear V1.0 VIV OuiF00 PRODUCT GUIDE z ti Exploded Product View/B.O.M. - 1 ` Installation Instructions - 2 Cut Sheets - 3 asp. Specifications -4 r i 41 {i{ t I r � I h A S/ LiWi,i ' a. 4 ;C�a EcoFasten Solar ° t QuikFaat— Product Guide Exploded Product View, Bill of Materials Materials Needed for Assembly pppp4 j ` C�! ( - l , iii II`, Item No. Description of Material/Part Quantity 4`3 a a� f 'i 1 li 7 1 QuikFoot Base Plate 2 Fastener(Length to be determined) 2 its "� , uikFoot Flashing 1 �� 3 Q g #g' 4 EPDM Washer 1 l I 5 L-102-3"Bracket*(other options available) 1 f 14. 6 5116"EPDM Bonded 18.8 SS Washer 1 7 318"Stainless Steel Hex Nut 1 Required Tools 'It j J"I 4 Y k 1rM� Di - T liF+, 4 s; IT 877-859-3947 EcoFasten Solar"All content protected under copyright.All rights reserved.10/09/14 t't EcoFasten Solar products are protected by the following U.S.Patents:8,151,522 62 8,153,700 B2 8.181,398 B2 8,166,713 B2 8,146,299 B2 8,209,914 B2 8,245,454 62 8,272.174 B2 8,225.557 B2 T �. i� m: Qui kFoot Product Guide Cut Sheets: QF-AL-Base Ni�l — , " 2X 0 .33in A r I i ' ' ii. 1�' -,. '� � ; [8.38mm] 1_ f i t, I iXI 1 k E E 00 CO N 1-0 LO LO 00 u y fA's t( i p:1, ; , a t 1 .50in [38.1Omm] '. 3/8"-16 Stud a E C E �, yy E — E ' O- .I• u u x a Q F-M : 1 .5" QF-L 1 .75" ;o x, 877-859-3947 EcoFasten Solar All content protected under copyright.All rights reserved.10/09/14 3.1 EcoFasten Solar products are protected by the following U.S.Patents:8,151,522 B2 8,153,700 B2 8,181,398 B2 8,166,713 B2 8,146,299 B2 8,209,914 B2 8.245,454 B2 8,272,174 B2 8,225,557 B2 C Sheets: FL-812 QuikFoot— Product Guide Cut ee Q I ' T I t t R.38in Fl ilk` fj�P 9.53mm] 032in f P� t!A 0.81 mm 1 sj,I s` Pij , S� t A r t 1 11 1. I t 4 1 rill 1 JZ t 1 q k 12.00in 304.80mm] i�1r16.r r i f � y 3.00in 14 [76.20mm] iw'}y � �}il .�bDCdOn 50in 8.00in [ 12.70mm] [203.20 m m] 877-859-3947 EcoFasten Solar All content protected under copyright.All rights reserved.10/09/14 3.2 I EcoFasten Solar products are protected by the following U.S.Patents:8,151,522 B2 8,153,700 B2 8,181,398 B2 8,166,713 B2 8.146,299 B2 8,209,914 B2 8.245,454 B2 8,272.174 B2 8,225,557 B2 a r QuikFoot— Product Guide Cut Sheets: Bracket Options-SCL-101-3 f: i .f; jj x'�l 46 SERRATIONS i ! M1tk �,i' i7� � �q•F t __ ' I it8 k4{ �fi iR1/16" 1 7/8" r a, 1/4" 3/4" 1/16" t R.005 M R.010 2X R.01 ` a 60.000 J r ,+ 006 3/8 -.002 0 7/8" X 820 DETAIL A 1l;: SCALE 3:1 yyy.y f t { 877-859-3947 EcoFasten Solar All content protected under copyright.All rights reserved.10/09/14 3.7 EcoFasten Solar products are protected by the following U.S.Patents:8,151,522 B2 8,153,700 B2 8,181,398 62 8.166,713 132 8,146,299 B2 8,209,914 B2 8,245,454 B2 8,272.174 B2 8,225,557 132 I ILL ;i ! I'1 QuikFoot- Product Guide Specifications �i• w V 1 G PART 1 -GENERAL a � yy 1•'' ! 1.1 SUMMARY 1.3 SUBMITTAL tt} A. WORK INCLUDES A. Submit manufacturer's written specifications. g Base plate is 6000 series aluminum with one �i k,uji � ' 3 i t 1. QuikFoot base plate attachment bracket that B. Submit standard product cut sheets. PEM Type Press-In Stud 18.8 SS. attaches directly to the roof deck. C. Submit installation instructions. C. Fasteners to be compatible with chosen roof it z. Provide appropriate bracket and fasteners D. Submit product specific load test data,showing application and meet specified pull out values for the roof system. ultimate and allowable load values specific to as shown in load test data. B. RELATED SECTIONS the roof deck specified for the project. D. Counter flashing is.032 gauge aluminum em- fA 1.Section 07600:Flashing and Sheet Metal bossed to accept shape of stainless steel base Fi i 1 k a 2.Section 07500:Roofing 1.4 QUALITY ASSURANCE plate d f s r1 4 3.Division 1:Administrative and Procedural Installer to be experienced in the installation of ill 4) , }'' Requirements specified roofing material for no less than 5 years in 2.3 FINISH !' 4.Division7:Thermal and Moisture Protection the area of the project. '10 }� "� 1 ` 1.2 SYSTEM DESCRIPTION A. Bracket is mill finish aluminum 1.5 DELIVERY/STORAGE/HANDLING B. Base flashing-Black-kynar painted J, A. COMPONENTS: Inspect material upon delivery.Notify manufacturer 1. QuikFoot system consists of aluminum 1 i i within 24 hours of any missing or defective items. PART 3 -EXECUTION bracket and base plate with(1)stainless steel Keep material dry,covered,and off the ground until 1 : stud,(1)stainless steel nut,(1)EPDM washer installed. 3.1 EXAMINATION and(1)bonded stainless steel and EPDM A. Substrate: Inspect structure on which brackets washer. `! ` 2. Fasteners PART 2 -PRODUCTS are to be installed and verify that it will with- } 1f A.To be of metal compatible with QuikFoot stand ii' '` �' bracket. 2.1 MANUFACTURER any additional loading that may be incurred. B.Fasteners should be selected for compat- EcoFasten Solar >,;, ,F, '' ibility with the roof deck. 289 Harrel Street,Morrisville,VT 05661 B. Notify General Contractor of any deficiencies ! 4 C.Fastener strength should exceed or be (877)859-3947 before installing EcoFasten Solar brackets. www.ecofastensolar.com .': equal to that of the allowable load of the C. Verify that roofing material has been installed t system.See test data at 2.2 MATERIALS correctly P g prior to installing solar attachment d-� I I ry f www.ecofastensolar.com brackets. 3. Sealant(if required by roof manufacturer): A. Attachment Bracket to be roof manufacturer approved. 6000 Series Aluminum(choose one) 3.2 INSTALLATION 4. Aluminum counter-flashing 1.CP-SQ-Slotted A. Comply with architectural drawings and project 5. Aluminum attachment bracket 2. F-111 A engineers recommendations for location of t 3.P-3-CSK system.Comply with Manufacturer's written in- B. DESIGN REQUIREMENTS: 4.SCL-101-3 stallation instructions for installation and layout. 1. Bracket spacing to be recommended by 5. L-102-3" project engineer. 6.L-102-6" 2. Install a minimum of two fasteners per 7.Z-101 base plate. 8.Comp Slide a 3. It is important to design new structures or 8.Custom assess existing structures to make sure that #; they can withstand retained loads. i 877-859-3947 EcoFasten Solars All content protected under copyright.All rights reserved.10/09/14 4.1 t EcoFasten Solar products are protected by the following U.S.Patents:8,151,522 B2 8,153,700 B2 8,181,398132 8,166713 B2 8,146,299 B2 8,209,914 B2 8.245,454 B2 8,272,174 B2 8,225,557 132 3/8" A 46 SERRATIONS iY) �o LO 1 7/8" R1 /16" 1 /4" ao 3/4" 1/16" R.005 R.010 2X R.OI c - 60.00° 3/8"±.002 006 1 /8'' U0 7/8" X 820 DETAIL A .X = +/- •1 SCALE 3:1 XX = +/- .01 XXX= +/- .005 289 Harrel Street 'p�Q Morrisville, VT 05661 SC L-101 -3 ®O�-EcoFasten Solaro Toll Free Phone 1.877.766.9947 Toll Free Fax 1.888.766.9994 MATERIAL: ,�,PQ 6000 SERIES ALUMINUM web www.ecofastensolar.com e-mail info@ecofastensolar.com SCALE: 1:1 1/6/2012 SHEET 1 OF 1 Pioneer Valley PhotoVoltaics Cooperative POLICY DOCUMENT #9 Current version adopted by the Board of Directors on April 28, 2011 INSTALLATION CREW OPERATING POLICY This policy applies to all PV Squared employees in Massachusetts, but is particularly directed at those involved in the installation of solar electric and other renewable energy systems (licensed electrician, learner/apprentice electrician, licensed constructor supervisor, supervised carpenter and laborer). When engaged in this work as an employee of PV Squared on a PV Squared project site, activities of PV Squared employees are covered under the General Liability Insurance maintained by the Cooperative. It is the intent of this policy to provide clarity to installation situations where the applicable codes and regulations are unclear, ambiguous, or silent. It is possible that a municipal building or electrical inspector could interpret the codes and regulations in a manner that differs from what appears here. But this policy sets out, in writing, how the cooperative interprets legal work requirements and unclear details. It is an internal consensus working model, intended to be revised and improved from time to time. As a general matter, a city's or town's Building Commissioner is charged with enforcing the State Building Code, Plumbing and Gas Code, Electrical Code and Architectural Access Code. The commissioner addresses concerns about the safety, accessibility and security of construction of homes and businesses. The commissioner also enforces zoning bylaws. In accordance with Massachusetts General Law, employees of the cooperative who perform electrical tasks and activities must hold a Massachusetts journeymen's electrician license or be under the direct supervision of such licensed personnel. These tasks and activities include installing electrical wiring, conduits, apparatus, devices, fixtures or other appliances for carrying or using the electricity associated with Renewable Energy Generators (electrically active solar photovoltaic modules, wind turbine-generators, hydroelectric generators, etc.). In no circumstances shall the Massachusetts licensed journeymen have more than one learner or apprentice working with him/her or under his/her supervision. Mounting structures come in a variety of configurations and have differing functional and physical characteristics. A structural component or assembly becomes associated with electrical work as the Renewable Energy Generator is electrically bonded to the mounting structure. Unless otherwise noted in M.G.L. c.143 353 through SS60 inclusive, all structural work defined as follows shall not be required to be performed by a Massachusetts licensed journeymen electrician: • Structural improvements • Elements of a Renewable Energy Generator's support structure that fall under a building permit (e.g., assembly of top-of-pole mounting structure on steel pole with concrete foundation prior to execution of any required electrical bonding of the support structure and associated renewable energy generator (solar electric module) to the support structure Policy # 9 Installation Crew Operating Policy Pioneer Valley PhotoVoltaics Cooperative POLICY DOCUMENT #9 Current version adopted by the Board of Directors on April 28, 2011 • Roof-top mounting support structures including but not limited to posts, stand-offs, flashings, feet, and mounting rails • Operation of heavy equipment involved in moving, hoisting, digging and other tasks • Earth work, excavation and concrete work • Manual labor involved in moving loading and unloading of equipment • Moving, hoisting, and attaching an electrically bonded panel assembly (defined as one or more assembled and electrically bonded solar electric modules) to an existing structural support designed to host the panel assembly. Note however that construction of a panel assembly is an electrical task due to the required electrical bonding activities. Repair and Servicing of Installed Equipment Repair or replacement of an electrically bonded and/or energized renewable energy generator (e.g., installed solar electric panel) will be performed by a licensed electrician or properly supervised learner or apprentice working with the licensed electrician. Replacement of an installed inverter must be performed by a licensed electrician or properly supervised learner or apprentice working with the licensed electrician, if the work requires removal of AC and/or DC conduit and associated wiring that originates outside of the installed inverter (e.g., removal of external AC conduit and wiring between the inverter and point of interconnection with the on-site electrical service). Note that this activity may require a wiring permit in some local jurisdictions. This requirement also applies to the servicing of an installed inverter that involves replacement or repair of components and wiring internal to the pre-manufacturer inverter (i.e., factory installed components that were originally shipped with the inverter) even though such activity may not require a wiring permit. Replacement of an installed inverter may also be performed by a qualified technician who may or may not be a licensed electrician or properly supervised learner or apprentice working with a licensed electrician if the inverter is of a "plug and play" design. Such a qualified technician can also performed other tasks that include installation and servicing inverter-based performance monitoring systems (e.g., replacing internal communication cards, making "plug and play" ethernet connections, etc.), assuming these activities do not require creation of a new AC power source circuit to operate the communication system(s). 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 Wifl 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 snug 4 ��o PV Squared Solari www.pvsquared.coop Phone:413-M-8788 J Fax.413-772-8668 311 Wells St,Ste.8 I Greenfield,MA 01301 ��.,,, .o`' MA Elec.Lic.A13764 MA HIC 140077 Dear Town Inspections Officials, Please see our enclosed applications to permit a Solar Photovoltaic System in your jurisdiction. As you are likely aware, PV Squared is a worker-owned-cooperative B-Corp, employing 40+ people in Greenfield. We have installed thousands of PV Systems out of our Greenfield, MA Headquarters since 2002. PV Squared is committed to complying with all Commonwealth laws and regulations. Our worksite guidelines are created with the intention of exceeding all safety, electrical, and building requirements as defined by their respective jurisdictional entities. This includes the work of people from multiple disciplines, including electrical engineering, structural engineering, civil engineering, electricians, construction supervisors, roofers, and their associated helpers. We are a company that values training and education.We make certain that every individual is qualified for the roles and responsibilities that they assume. It is our policy to pay for the employees travel and training time and cost of the education, including CSL and Journeyman and Master Electrician classes. As an electrical contractor we are furthermore guided by the January 30, 2009 Massachusetts Board of State Examiners of Electricians (BSEE)judgements, and rulings that have followed.We pay strict adherence to these mandates and all electrical work is conducted by an electrician and an electrician's apprentice in a 1:1 ratio. We also understand that non-electrical tasks associated with a Solar installation can be completed by non-electrical workers, such as CSLs and others. I have attached our installation policy for your review, as well as a list of example non-electrical tasks. Should you have any questions or concerns regarding this policy or delineation of work, please let us know. We are a learning organization that is always trying to improve on what we do. Respectfully, Adam Thurrell Operations Manager