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36-357 83 Emerson Way 83 EMERSON WAY MBP-2018-00176 GIS#: COMMONWEALTH OF MASSACHUSETTS CITY OF NORTHAMPTON Map:Block:Lot PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit:Building DO NOT HAVE ACCESS TO THE GUARANTY FUND(MGL c.142A) BUILDING PERMIT Permit# MBP-2018-00176 Project# MJS 2018-000242 Est.Cost:391111 Fee:75.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: PIONEER VALLEY PHOTOVOLTAICS CS-106329 RHI-140077 Lot Size(sq. ft.): Owner: LOUGHNEY JOHN A&AMY A OLIVER C/O DOUGLAS H & KATHLEEN T MICHALSKI Zoning:SR Applicant: PIONEER VALLEY PHOTOVOLTAICS AT: 83 EMERSON WAY Applicant Address: Phone: Insurance: 311 WELLS ST- SUITE B (413) 772-8788 GREENFIELD,MA 01301 ISSUED ON: 08/21/2017 TO PERFORM THE FOLLOWING WORK: INSTALL 25 SUNP OWER SPR-X21 MOUNTS TRUSSES POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector . Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy signature: FeeTvpe: Date Paid: Amount: Check Number: Solar 08/16/2017 75 7392 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner MBP-2018-00176 GIS#: COMMONWEALTH OF MASSACHUSETTS CITY OF NORTHAMPTON Map:Block:Lot PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit:Building DO NOT HAVE ACCESS TO THE GUARANTY FUND(MGL c.142A) BUILDING PERMIT Permit# MBP-2018-00176 Project# MJS-2018-000242 Est.Cost: 391111 Fee:75.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: CS-106329 RHI-140077 Lot Size(sq. ft.): Owner: LOUGHNEY JOHN A&AMY A OLIVER C/O DOUGLAS H & KATHLEEN T MICHALS KI Zon ing:SR Applicant: AT: Applicant Address: Phone: Insurance: 311 WELLS ST- SUITE B (413)772-8788 GREENFIELD,MA 01301 ISSUED ON: 08/21/2017 TO PERFORM THE FOLLOWING WORK: INSTALL 25 SUNP OWER SPR-X21 MOUNTS TRUSSES 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 ofOccupancy signature: FeeType: Date Paid: Amount: Check Number: Solar 08/16/2017 75 7392 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner ckizt (-1 g. File#MBP-2018-00176 APPLICANT/CONTACT PERSON: iq ef(1)6 311 WELLS ST-SUITE B GREENFIELD,MA 01301 (413)772-8788 PROPERTY LOCATION 1P°P MAP:LOT ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid $75.00 Building Permit Filled out Fee Paid $75.00 Tvpeof Construction: INSTALL 25 SUNPOWER SPR-X21 MOUNTS TRUSSES New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: VApproved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management Demolition Delay 61 °J7 Signature o Building Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. *Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office of Planning&Development for more information. 60U44 4 4 fe3V4 PV Squared Solar I www pvsquated coop Phone:413-772-8788/Fax:413-772-8668 5 311 Wells St,Ste.81 Greenfield MA 01301 44, • t 30- MA Elec.tic.A13764 I MA HIC 140077 Dear Town Inspections Officals, 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 Department use only City of Northampton Status of Permit: Building Department Curb Cut/Driveway Permit 212 Main Street Sewer/Septic Availability Room 100 Water/Well Availability Northampton, MA 01060 Two Sets of Structural Plans phone 413-587-1240 Fax 413-587-1272 Plot/Site Plans Other Specify APPLICATION TO CONSTRUCT,ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION This section to be completed by office 1.1 Property Address: Map Lot Unit 83 Emerson Way, Northampton, MA 01060 Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Amy Oliver, John Loughney 83 Emerson Way, Northampton,MA 01060 Name(Print) Current Mailing Address: (413)586-9089 See attachment (A) Telephone Signature 2.2 Authorized Anent: Pioneer Valley PhotoVoltaics Cooperative, LLC 311 Wells Street, Suite B, Greenfield, MA, 01301 Name(Print) Current Mailing Address: Signature 413-772-8788 Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building $19,111 (a)Building Permit Fee 2. Electrical 20,000 (b)EstimatedTotal from Costof 3. Plumbing Building Permit Fee 4. Mechanical (HVAC) 5. Fire Protection 6. Total =(1 +2+3+4+5) $39,111 Check Number This Section For Official Use Only Date Building Permit Number: Issued: Signature: Building Commissioner/Inspector of Buildings Date Section 4. ZONING AU Information Must Be Completed. Permit Can Be Denied Due To IncompleteInformation Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front Side L: R: L: . R: Rear Building Height Bldg. Square Footage Open Space Footage � (Lot area minus bldg&paved parking) #of Parking Spaces Fill: (volume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO K ) DON'T KNOW 0 YES IF YES, date issued: IF YES: Was the permit recorded at the RegistrynfDeeds? �� NO �� DON'T KNOW YES �� IF YES: enter Book Page and/or Document# �� B. Does the site contain a brook, body mfxvaterurvvet|endx? NO �� DON'T KNOW �_� YES \�� IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs tmbepbtajnedObtained»�\ ��a�ne� /-\^_�� , Date Issued: C. Do any signs exist on the property? YES � � NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES 0 NO 0 IF YES, describe size, type and location: E. Will the construction activity disturb ring,grading ,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES NO ) IF YES,then a Northampton Storm Water Management Permit from the DPW is required. SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House ❑ Addition ❑ Replacement Windows Alteration(s) n Roofing n Or Doors ❑ Accessory Bldg. ❑ Demolition ❑ New Signs [D] Decks [I Siding[0] Other[dj Brief Description of Proposed Work: Installation of roof mounted photo-voltaic mounting system for solar panels on south and west roofs. Alteration of existing bedroom Yes X No Adding new bedroom Yes X No Attached Narrative Renovating unfinished basement Yes X _No Plans Attached Roll -Sheet 6a. If New house and or addition to existing housing, complete the following: a. Use of building : One Family Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? d. Proposed Square footage of new construction. Dimensions 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 I Amy Oliver & John Loughney , as Owner of the subject property hereby authorize Philippe Rigollaud to act on my behalf, in all matters relative to work authorized by this building permit application. See attachment (A) Signature of Owner Date Philippe Rigollaud ,asOwneF/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. PHILIPPE RIGOLLAUD Print Name / , i�� 27/21/2017 Signature of ne t Date SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable 0 Name of License Holder: Maya Fulford CS-106329 License Number 159 Clark Drive, Giulford VT, 05301 03/14/2018 Address , Expiration Date 413-772-8788 Signature Telephone 9.Registered Home Improvement Contractor: Not Applicable 0 Pioneer Valley Photovoltaics Cooperative, LLC 140077 Company Name Registration Number 311 Wells Street, Suite B, Greenfield, MA, 01301 09/16/2017 Address Expiration Date Telephone 413-772-8788 SECTION 10-WORKERS' COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152,§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes....... 0 No...... 0 11. - Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2) families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner:Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152 (Workers' Compensation) and Chapter 153 (Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this 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 Attachment A AUTHORIZATION TO PROCEED AND SERVE AS AUTHORIZED AGENT I hereby agree to the Project as set out above, and I agree to pay the contract price according to the Terms of Payment. I further agree to the Terms and Conditions attached hereto as a part of this Proposal and Agreement. I hereby authorize Pioneer Valley PhotoVoltaics Cooperative to proceed with the above-referenced Project in accordance with this Agreement. I further authorize Pioneer Valley PhotoVoltaics Cooperative, or its designated representative, to obtain required permits for this project on behalf of the Owner. 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. Amy A.Oliver 6/26/2017 Printed Name Date Signatu e Title John A.Loughney 6/28/2017 Printed Name Date azure Title Proposal and Agreement#00012707 Page 7 of 13 Amy Oliver&John Loughney-lune 23.2017 ...-7-14,-.-- -010fte Wo4 - taiblic040 -14 .„.........4',/ Office of Consumer Affairs and Business Regulation 10 Park Plaza- Suite 5170 Boston, Massachusetts 02116 Home Improvement COnIractor Registration Registration: 140077 - --___ --; ',- " 1-7-17E-3:7-.F.,..GEllf' Type. Private Corporation Expiration. 9/16/2017 Tr* 270458 PIONEER VALLEY PHOTOVOLTAICSIt:0-.:- PHILIPPE RIGOLLAUD - ...--=--,,F-f-• 311 WELLS ST SUITE B - ,=='TV7!: '...7==, ' - -- -"--- GREENFIELD, MA 01301 ":'.- Update Address and return card.Mark reason for change. 1 ZONI 05/11 0 Address 0 Renewal 7] Employment 0 Lost Card SCA 0 • (330 f.- .11(1;ribitiniticitalet7S Office of Consumer Affairs&Business Regulation License or registration valid for individul use only ,...: • OME IMPROVEMENT CONTRACTOR••• before the expiration date. If found return to: T tat,5e't Registration: -140077 Type: Office of Consumer Affairs and Business Regulation '..:tt!re, Expiration: 9/16/?017 Private Corporation 10 Park Plaza-Suite 5170 ". .- --.--:— Boston,MA 02116 4, PIONEER VALLEY PHOTOVOLTAICS COOP ,, .. PHILIPPE RIGOLLAUD 1 (Mt' 311 WELLS ST SUITE a ---.. /1' b _......,K , GREENFIELD,MA 01301Ir I ' - ..mdersecretnry Not valid without ..I AIMIlir - I ”- Massachusetts Department of Public Safety Board of Building Regulations and Standards .:, ,... License: CS-106329 - , Construction Supervisor MAYA FULFORD 159 CLARK DRIVE GIULFORD VT 0630 NI .i,. Expiration: Commissioner 03114!2018 ARD CERTIFICATE OF LIABILITY INSURANCE DATE (3�20YYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Linda Powers Webber & Grinnell PHONE (413)586-0111 FAX (413)506-6461 LAIC.No Ext): (AIC,Not: 8 North King Street A ess:lpowers@webberandgrinne1l.com INSURER(S)AFFORDING COVERAGE NAIC 0 Northampton MA 01060 —_ INSURER A:HDI Global Ins. Co/Energi INSURED INSURER B Markel Insurance Company Pioneer Valley PhotoVoltaics Cooperative, Inc. INSURER C:Inter'1 Ins. Co of Hannover/Energi Attn: Kim Pinkham INSURER D: 311 Wells Street, Suite B INSURERE: Greenfield MA 01301 INSURERF: COVERAGES CERTIFICATE NUMBER Master Exp 1-2018 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 ADOL SUBR �' LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER POLICY EFF POLICY EXP (MM/DD/YYYY) (MM/DD/YYYY) LIMITS X COMMERCIAL GENERAL LIABILITY — —_ EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED 00 A CLAIMS-MADE X OCCUR PREMISES(Ea occurrence) $ 100,0_ EGGCR000241217 1/1/2017 1/1/2018 MEDEXP(Anyoneperson) $ 5,000 PERSONAL&ADV INJURY , $ 1,000,000 GE 'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY PRO- LOC JECT [ PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 1Ea accident) A ANY AUTO BODILY INJURY(Per person) $ ALL OWNED X SCHEDULED EAGCR000241217 1/1/2017 1/1/2018 BODILY INJURY Per accident $ AUTOS _ AUTOS ( ) X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE AUTOS (Per accident) $ Underinsured motorist Bl split $ 100,000 X UMBRELLA UAB X OCCUR EACH OCCURRENCE $ 3,000,000 B EXCESS LIAR CLAIMS-MADE AGGREGATE $ 3,000,000 DED I X RETENTION$ 10,000 EXAGR000241717 1/1/2017 1/1/2018 $ WORKERS COMPENSATIONPER AND EMPLOYERS'UABIUTY YIN X STATUTE ERH _ ANY PROPRIETOR/PARTNER/EXECUTIVE 1 E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? N I A A ...... (Mandatory in NH) EWGCR000241217 1/1/2017 1/1/2018 E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 C Commercial Property CPR17E174800 1/1/2017 1/1/2018 Business personal property $1,750,000 Installation $350,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE For Informational Purposes Only THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Linda Powers/LMP �.j„�14.�(L .- \<-'-'— -55 - (O 1988-2014 ACORD CORPORATION. All rights reserved ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD I NS025 12014011 The Commonwealth of Massachusetts J i ll M 1 Department of Industrial Accidents s-''11I 1 _ 1 Congress Street, Suite 100 . 1• VW Boston, MA 02114-2017 tir '` 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 Address: 311 WELLS STREET, SUITE B City/State/Zip: GREENFIELD, MA 01301 Phone #:413-772-8788 Are you an employer?Check the appropriate box: Type of project(required): I.l i am a employer with 45 employees(full and/or part-time).* 7. D New construction 2.0 I am a sole proprietor or partnership and have no employees working for me in 8. 1i 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.]i 10 El Building addition 4.0 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 11.0 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. 13.0Roof repairs These sub-contractors have employees and have workers'comp.insurance.t 14.D✓ Other SOLAR PV 6.0 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#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. 1Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or riot 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: HDI Global Ins. Co/ Energi Policy#or Self-ins. Lic.#: EWGCR000241217 Expiration Date:01/01/2018 Job Site Address: 83 EMERSON WAY 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 51,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to S250.00 a day against the violator. A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and enalties of perjury that the information provided above is true and correct. Signature: Date: 07/2 1/2017 Phone#:413-772-8788 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3.City/Town Clerk 4. Electrical inspector 5. Plumbing Inspector 6.Other Contact Person: Phone#: 4 OLIVER_LOUGHNEY - Northampton w .......„,..... .,. - . . . House Roof PV Array on New 14 Residence(Asphalt Roof) II * * * il•A.,;,,. Owner: Amy Oliver &John Loughney 4. Address: 83 Emerson Way, Northampton, MA 01060 1 t Phone: (413) 586-9089 e-mail: loughney@comcast.net System Size : 8.375 kW DC ., 1 .---4.i •. _ - .. PV Array: (25) Sunpower SPR-X21-335- - - BLK-C-AC in portrait orientation. See attached sketch. 1 . • * ' ' IAA Mounting: Invisimount racking on L-feet on Quickfoot bases — Actu. Ruof tUntenslon, 1111\ AfillilMV> Roof Structure: trusses, 24"OC, see /11111111111 attached truss specs 11116 / /III' Roofing Material: asphalt shingles VEIN. /' . New England Construction Engineering, PLC Structural Solutions for your Construction Project 436 Campbell Street Jonathan Rugg, P.E. White River Junction, VT 05001 603-903-9798 August 9, 2017 Mr. Ian Tapscott Pioneer Valley PhotoVoltaics Cooperative, Inc. 311 Wells Street, Suite B Greenfield, MA 01301 Re: Oliver & Loughney Residence,Amherst MA PV Squared Project No. 11710 Dear Mr. Tapscott At your request New England Construction Engineering, PLC (NECE) has reviewed the information that Pioneer Valley PhotoVoltaics Cooperative, Inc. (PVSquared) has provided on the Oliver& Loughney residence at 83 Emerson Way, in Northampton, MA. The purpose of the review was to provide an opinion as to the structure's ability to support a proposed rooftop mounted photovoltaic (PV) array. You have provided your proposed PV Array layout, photographs of the roof structure, and design output from the wood roof truss manufacturer. The information that you provided is attached to this letter for reference. You are proposing to mount PV panels on the south and west side of the roof of the house. The house is a single-story ranch with hip roof. The house measures approximately 46'x55'The roof has a 5/12 pitch. The roof is supported by manufactured wood roof trusses at 24" O.C. The truss top and bottom chords are a mix of#2&brt and MSR 2x4 and 2x6 SPF. The truss web material is 2x4. According the truss design output you provided, the trusses were designed to a 40 psf ground snow load, and unbalanced snow loading was considered in design. The top chords were design for 10 psf dead load. The bottom chords were design for 15 psf dead load. The roof has a plywood deck and asphalt shingles. In providing this review we assume that the trusses were installed as designed and that all required truss bracing was installed. This assumption is supported by the photographs that you provided which show some lateral bracing. Conclusion: In our opinion, the roof structure is sufficiently robust to support the design snow loads and the additional dead load of the PV array. We base this opinion on the following New England Construction Engineering, PLC PV Squared—Oliver-Loughney Residence Jonathan Rugg, P.E. Northampton, MA Page 2 of 2 assumptions. As previously stated, we assume that the trusses were properly installed according to design and that all truss bracing was installed. We assume that owing to their smooth surface, the PV panels will shed snow better that the existing asphalt shingles. We further assume that the panels will be installed parallel to the roof, eliminating any additional wind load. The ground snow load for Northampton is 40 psf. Based on previous similar projects, we assume that the proposed PV panels weigh approximately 2.6 psf. In summary, in our opinion, the roof can adequately support the additional dead load of the proposed roof mounted PV array. Thank you for the opportunity to assist with this project. If we can be of further assistance, please contact Jonathan Rugg at NECE. ouli4 ss 441 Sincerely, „t. it JONATHAN A ien ct RUGG ": (d rfr ) No. 51982 11) onathan Rugg, P.E • New England Construction Engineering, PLC. / 000 431WW.alt4.,0, 1435.11.55.0530 0000 100 1500 40005 158000,,90 51•1011.01.001.05.90i 919190040 3.0190a, 91.090ZktrL ,5015111M rW11 440 19 0315,0501030 1.130155340.01,39153a11 0 09 5015.210081011 N1111,545 80104 INN., 44,,,,041.0 lir ses4.3..1b.1,,Is e',,,..59,e VN;ANN5 3501511.0351,0513114.0,11.•13.350...5110.0 Tilria Halo.ana 1051 Oa oo,"00^.00 500II• 011,00 MI 0 M mtpmmut 10 510110 101timmdm m As.i.105 Mum,tImm'Mc.Rem eme S,sele 4s...A ienoxidv 10d SLIUdillOD j; SMpOld ti10ivslaniun v Ia ,4 41 ..4..0,Not.......4.°./51.^5^05.511.010,115145,01,'5111501.mmtmtmgmtds met Mt Netlessoa sttmlmm , tiMmtt M IMFMMMMOMmit-MI.MM Mt M N4.4.4.0.4'esIt.1 V to..4 SeSt e.f.Se pee'mom,.Mttm mml timmmum peeuees 1,1 041 4^10o 100^1.001^^^.9000•0O 55,1041 N005 0,,isputslleadospemes.,imm SL/6L/1- 11 tmoinipiall dja mll to MIMM.Mtmtlm II'61.l.M M.M44 MM m00.11 LOS Mirtm,tomd 351111 attt ttm memm mmtut tto• Ft 6mmtat Itttmm Mmtti MgmMtmmItm6 tmmtM M"ttamM MItMti mll I°MM...M.mmtm Im stit viAl,a9uajoid Aem uosjoui3 4N.NI Mop,Mi00m1111,501,5 10115119 51111,m/urttam tottt.mtimls Ilmom Mt MI Pm tmM,mil PM 1051 5OP 530010 10.10.00.1.10 O0o400•01 0101^rno 0,10051^00 50,13.9^•51 Mmtitit tummmi m mmtptm MMItt mttt vewipuagiuosdor KM,.0^5 mt/mItt SMIttttl Mt lt,mtmmods 84,;e ass,Sum,co,op pe,odmi ,o,0,000001000/1/11,1111 perssneSS se pos.,ex sessile asau.0190 -.0,..1.3,S,,.. 5,-,5,5 000 5, 0 et 0 4 0 4.0 4 0.4.0 o .7 .0.4.0/ I M __ ,,, ill „......111tro ,,con mom mom Nom . mom , an 11111.111,11 _ , 1114 111.1111,11 Iglin dip I. 111111111111W imponl , _ linins. 111111 16,,... --mi._ ,.r_ 714 -- '-'” coo milmisagiur 0 , Ill awn r min mows NNE • I r-A' iiiiimiem um r., mem=Ammo t " - — - MUM MEIN . MMI NEIN lilt 11 I I MIIM MI WM 1111M hNIMI: lir III NIIII_.___ __ ,.,a ,„,,,,• . i , _ .1, IIE i ..—r . ... 4 00 o 19 _. . . at 'at! li gg;gg, -.,.= 5.1.I 5^'-r•1, i'' la ii 6 , i $ S „:„.,,,,,,,,„ ,,,,,,,,,,,,,,_,..,,..,.., X ,y a 11, , r t 6u' y J 4 v §ra II' a .. . �,ia' ;i s-.',..-t•-..,1,`" r,2rx ` 'it i...."7,..,'.•'.:' -4.;;;,.:,•f11.!:,..7,,f;,1- :.:.,,,,',,,, ,''''':,,,,, , , , .:::,,,,,,,,,,, •'.::f..'.i::::::A114:4111‘.;:';"::44'::I:...f. , ,a k q. .�f � f P� «`� y.F+t!n. n,,,,,,,,,,,,.. .•;- £ ri i Job Truss Truss Type Oty Ply Emerson Way Florence,MA , 141206076 CJ01 DIAGONAL HIP GIRDER 3 1 Job Reference o.tional) Universal Forest Products 7.520 s May 8 2014 MiTek Industries.Inc. Mon Jan 19 08:31:43 2015 Page 1 ID-6-felrYuUJksX2v0OJbd9bztsbt-Si?XuxXNBnho?gUyF4u55ace8kMvX4L5dVeO2lztsP_ 3-0-13 ._ 6-3-5 9-9-5 - - 3-0-13 3-2-8 3-6-0 1 s,.n"=r.v. 2.E II 0 - NALL �� NAZI E /.. " /- .. . ,, ].G . / \ \ WS , /"�� W9 W. \ ------- --______ ''''''', ''''''''Iiiil '4112 ].4= SNV3 13 NAILED 3.- SNP] NAILED 1.51 I i 3.4= 3-0-13_ 6-3-5 9-9-5 3-0-13 3-2-8 3-6-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.97 VertLL 0.03 6-7 >999 240 MT20 197/144 (Roof Snow=40.0) Lumber Increase 1.15 BC 0.79 Vert(TL) 0.07 6-7 >999 180 TCDL 10.0 Rep Stress Ina NO WB 0.28 Horz(TL) -0.01 5 n/a n/a BCLL 0.0 ' Matrix-M Code IRC2009ITPI2007 ( ) Wind LL 0.01 5-6 >999 360 Weight,371b FT=4% BCDL 15.0 Wind(LL) LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 4-10-10 oc bracing. WEBS 2x4 SPF No.2 or 2x4 SPF Stud MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=50610-7-12 (min.0-1-8),5=260/Mechanical Max Horz7=90(LC 15) Max Uplift7=-467(LC 13),5=-86(LC 6) Max Grav7=560(LC 2),5=337(LC 2) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-8/706,2-11=-157/444,3-11=-189/308 BOT CHORD 1-7=-647/17,7-12=-647/0,6-12=-647/0,6-13=330/143,5-13=-330/143 WEBS 2-7=-607/168,2-6=-90/652,3-6=-354/0,3-5=-168/388 NOTES- 1)Wind:ASCE 7-05;1D0mph;TCDL=5.0psf;BCDL=5.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS(low-rise);end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33 2)TCLL:ASCE 7-05;Pf=40.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any 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)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb)7=467. 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)Use USP SNP3(With 8d x 1-1/7 nails into Girder&8d x 1-1/2'nails into Truss)or equivalent at 4-2-8 from the left end to connect truss(es)J03(1 ply 2x4 SPF)to front face of bottom chord,skewed 45.0 deg.to the left,sloping 0.0 deg.down. 11)Use USP SNP3(With 8d x 1-1/2'nails into Girder&8d x 1-1/2'nails into Truss)or equivalent at 4-2-8 from the left end to connect truss(es)J03(1 ply 2x4 SPF)to back face of bottom chord,skewed 45.0 deg.to the right,sloping 0.0 deg.down. 12)Fill all nail holes where hanger is in contact with lumber. 13)WARNING:The following hangers are manually applied but fail due to geometric considerations:NAILED on front face at 4-2-8 from the left end,NAILED on back face at 4-2-8 from the left end,SNP3 on back face at 4-2-8 from the left end. 14)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 15)SNP3:A minimum o1(6)8d x 1-1/7 nails are required into each member.All nailing is required in face of supported chords.For sloped applications,flanges may protrude above or below truss chords.Bending of extended flanges is permitted. 16)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-100,5-8=-30 Concentrated Loads(lb) Vert:11=226(F=113,B=113)12=285(F=143,B=143)13=-26(F=-13,B=-13) Job Truss Truss Type Ot Way Florence,MA - - T- y -f ply Emerson 141206076 J01 JACK-CLOSED 22 1 Job Reference optional) -..i _----------- —..--------- -- --- —...._._-----.. -_ _._---- Industries,s - nc-- - ---- Unniversal Forest Products 7.520 s May&2014 MiTek Inc. Mon Jan 79 08.21:58 2015 Page 1 ID:6 felrYuUJksX2vOQJbd9bztsbt-499N7vSRz2_pKwGWUjuvuCuoKwg4zY1_6_RxOiztsY7 • 2-2-12 7-0-0- _ • 2-2-12 4-9-4 s�10-,1, 2x4 11 500 / j' 3 16X91; f""j ,i W2 , , Si I./ 4 15.11 1 -0-o _-- - _ - - - _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.49 Vert(LL) -0.01 4-5 >999 240 MT20 197/144 (Roof Snow 40.0) Lumber Increase 1.15 BC 0.21 Vert(TL) -0.04 4-5 >999 180 TCDL 10.0 Rep Stress Ina' YES WB 0.12 Horz(TL) 0.00 4 rite n/a BCLL 0.0 " Code IRC20091TPI2007 (Matrix-M) Wind(LL) 0.01 4-5 >999 360 Weight 21 lb FT=4% BCDL 15.0 LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 or 2x4 SPF Stud MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=231/Mechanical,5=660/0-5-8 (min.0-1.8) Max Horz5=92(LC 7) Max Uplift4=-31(LC 7),5=-26(LC 8) Max Grav4=276(LC 2),5=685(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-546/240 NOTES- 1)Wind:ASCE 7-05;100mph;TCDL=5.0psf;BCDL=5.0psf;h=24ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)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 7-05;Pf=40.0 psf(flat roof snow);Category II;Exp B;Partially Exp,;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)"This truss has been designed for a live load of 20Apsf 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)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 31 lb uplift at joint 4 and 26 lb uplift at joint 5. 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802,10.2 and referenced standard ANSI/TPI 1. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard . Job Truss Truss Type Oty Ply Emerson Way Florence,MA 141206076 J02 JACK-CLOSED 6 1 J. _,..__-._.___--- .._ -.___—... _.. ._"_--__ __._.—_..—_._ Job Reference(optional) Universal Forest Products 7.520 s May 8 2014 MiTek Industries,Inc. Mon Jan 19 08:22:412015 Page 1 ID:6-_felrYuUJksX2vOQJbd9bztsbt-JRFdBc_PgGOi_X2nVFA?7HAA FVtY?BJ?BLiOiztsXS 2-2-12 4-10-15 H 2-2-12 2-8-3 scale-i 13. 2x4 II 3,3- I/ Sw11 _ j' 1 5x3 I, 9 2 1 W1 1 -33j 81 - 3x4- .>< 4 .4 II 15x3 II 1 LTCLL 4 OADING(psf)00 SPACING- 2-0-0 CSI. DEFL. in hoc) I/deft Ud PLATES GRIP (Roof Snow 40.0) Plates Increase 1.15 TC 0.33 Vert(LL) 0.01 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.29 Vert(TL) 0.01 4-5 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.09 Horz(TL) 0.00 4 n/a n/a BCDL 15-0 Code IRC2009/TPI2007 (Matrix-M) Wind(LL) -0.00 4-5 >999 360 Weight:15 lb FT=4% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc purtins, except end verticals. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 or 2x4 SPF Stud MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide__ REACTIONS. (lb/size) 4=38/Mechanical,5=58210-5-8 (min.0-1-8) Max Horz5=65(LC 7) Max Uplift4=-29(LC 7),5=-23(LC 8) Max Grav4=55(LC 2),5=595(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten,-All forces 250(Ib)or less except when shown. WEBS 2-5=-398/166 NOTES- 1)Wind:ASCE 7-05;100mph;TCDL=5.0psf;BCDL=5.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)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 7-05;Pf=40.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections, 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 29 lb uplift at joint 4 and 23 lb uplift at joint 5. 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard Job - Truss Truss Type TOty Ply Emerson Way Florence,MA 14120607B J03 JACK-OPEN 6 1 — — . — Job Reference(optional) - Universal Forest Products 7.520 s May 8 2014 MiTek Industries,Inc. Mon Jan 19 08:24:32 2015 Page 1 ID:6_felrYuUJksX2vOQJbd9bztsbt-ZnSbRZK1 hMNyob16V3f17hG9e?MQ2CSfWyk4PnztsVj 2-10-15 2-10-15 `\V/ Sale=110.9 1-7 1553 11 r � 500112 -4. '� i W1 4 j'^r Bi 4 3.= \ 15!311 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.29 Vert(LL) 0.00 5 >999 240 MT20 197/144 (Roof Snow=40.0) Lumber Increase 1.15 BC 0.32 Vert(TL) 0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.10 Horz(TL) -0.04 3 n/a n/a BCLL 0.0" Code IRC2009/TPI2007 (Matrix-M) Wind(LL) -0.00 5 >999 360 Weight:8 lb FT=4% BCDL 15.0 LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-15 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 or 2x4 SPF Stud MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide._ REACTIONS. (lb/size) 3=-224/Mechanical,4=-257/Mechanical,5=851/0-5-8 (min.0-1-8) Max Horz5=31(LC 8) Max Uplift3=-224(LC 1),4=-257(LC 1),5--2(LC 8) Max Grav5=853(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-457/129 NOTES- 1)Wind:ASCE 7-05;100mph;TCDL=5.0psf;BCDL=5.0psf;h=24ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)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 7-05;Pf=40.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any 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)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 224 lb uplift at joint 3,257 lb uplift at joint 4 and 2 lb uplift at joint 5. 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/FPI 1. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard • (Job Truss Truss Type Qty Ply Emerson Way Florence,MA 14120607/3 HO4A Hip 1 1 Job Reference(optional) Universal Forest Products 7.520 s May 8 2014 MiTek Industries,Inc. Mon Jan 19 12:23:22 2015 Page 1 ID:6_felrYuUJksX2vOQJ0bd9bztsbt-_eKw?UlkyFph_pXDzdlTwbm0sW8rb1 kviQ?NNBztp?r -2-121 5-4-10 5 4-1 200-0 1111_ 2103 11-7 __._ rt 524_-10 54910 5000i sa,„-.1:04.. 470 17 s cxti iz ...0_ za -rem ..an—_� a _a. �57' __._. -. " fi, • .'.----j- -'-',---,,,,„,w, , 7 w,,,,,"2-- %/v `\\ 'us n \\ \ /j: \. � ,,.rj NI 20-0 [2' 22 21 20 l0 14 --- 2 IS ,3 11 4.13= I .-.. _ 4C,0/i6 1p 12 • • • 2-2-12, 13-0-0 13-0-0_„___ 20-11-7 29-0-9 37-0-0 47-9-4 50-0-0 2-2-12 10-9-4 7-11-7 8-1-3 7-11-7 10-9-4 12-2-121 Pate Offsets(X,Y1-L;0-3-6,0-0-11]_ TCLLLOADING(P540.0) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deal Lid PLATES GRIP (Roof Snow 40.0) Plates Increase 1.15 TC 0.51 Vert(LL) -0.06 20-22 >999 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.27 Verl(TL) -0.17 22-23 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.82 Horz(TL) 0.05 12 n/a n/a BCDL 15.0 Code IRC2009/TPI2007 (Matrix-M) Wind(LL) 0.03 20-22 >999 360 Weight:271 lb FT=4% LUMBER- BRACING- TOP CHORD 2x6 SPF 2100F 1.8E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except BOT CHORD 2x6 SPF 2100F 1.8E 2-0-0 oc purins(6-0-0 max.):4-8. WEBS 2x4 SPF No.2 or 2x4 SPF Stud"Except” BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: W5:2x4 SPF No.2 6-0-0 oc bracing:16-18. WEBS 1 Row at midpt 3-23,4-20,5-18,8-16,9-12,7-18 Mitek recommends that Stabilizers and required cross bracing be installed _during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 23=1599/0-5-8 (min.0-3-2),18=3381/(0-5-8+bearing block)(req.0-6-7),12=1519/0-5-8 (min.0-3-1) Max Horz23=52(LC 9) Max Uplift23=-47(LC 8),18=-142(LC 7),12=-52(LC 9) Max Grav23=2009(LC 17),18=4106(LC 16),12=1946(LC 17) FORCES. (lb)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-412/0,2-3=-601/77,3-4=-1506/254,4-5=-6521136,5-6=-94/993,6-7=-94/993,7-8=-312/93, 8-9=-1381/226,9-10=-578/73,10-11=-398/0 BOT CHORD 1-23=0/406,22-23=-207/1772,21-22=-47/1306,20-21=-47/1306,19-20=0/647,18-19=0/647, 17-18=-75/308,16-17=-75/308,15-16=-21/1115,14-15=-21/1115,13-14=-185/1676,12-13=-185/1676, 11-12=0/386 WEBS 2-23=-809/247,3-23=-1591/271,3-22=-069/187,4-22=0/623,4-20=-1243/162,5-20=-20/854, 5-18=-2511/351,7-16=-34/893,8-16=-1355/184,8-14=0/638,9-14=-695/192,9-12=-1503/251, 10-12=-797/244,7-18=-2364/337 NOTES- 1)2x6 SPF 2100F 1.8E bearing block 12'long at jt.18 attached to front face with 3 rows of 10d(0.131"x3")nails spaced 3"o.c.12 Total fasteners.User Defined Bearing crushing capacity=425psi. 2)Wind:ASCE 7-05;100mph;TCDL=5.0psf;BCDL=5.0psf;h=24ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)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 3)TCLL:ASCE 7-05;Pf=40.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=50-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)All plates are 4x4 MT20 unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)"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. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)23,12 except(jt=lb)18=142. 10)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 12)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 Job Truss Truss Type Qty Ply Emerson Way Florence,MA 141206070 H05A Hip 1 1 t Job Reference(optional) Universal Forest Products 7.520 s May 8 2014 MiTek Industries,Inc. Mon Jan 19 12:20:15 2015 Page 1 I D:6_fe lrYuU JksX2vOQJ bd9bzlsbl-zgXEIYU R?of E23kH Wrucr9X4F7 Mu H W SOigCJXztp2 k g.2-12 8-7-6 15-0-0 21-8-0 28-4-0 35-0-0 41-4-10 47-9-4_ 50-0-_0, '2-2-121 6-4-10 i 6-4-10 -. 6-8-0 6-8-0 6-8-0 6-4-10 { 6-4-10 2212 6801e-154 fl 514112 s..0= 480— 5 e I zo ° e e . e 4.as / '�� y�/y/ ii .. A ,1 J2 3'5 Ie 1i 34 35 F?-0U_,11 20 15 16 18 16 u 45,0-0.,,_ ER1= — 2-2-12 8-7-6 15-0-0 25-9-4 35-0-0 41-4-10_ 47-9-4 50-0-0 2-2-12 6-4-10 6-4-10 10-9-4 9-2-12 6-4-10 6-4-10 2-2-12 Plate Offsets(X,Y)- [16:0-2-12,0-0.8],117:0-6-0,0-5-01,119:0-4-0,0-4-8]_ -- LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.37 Vert(LL) -0.08 17-19 >999 240 MT20 197/144 (Roof Snow=40.0) Lumber Increase 1.15 BC 0.28 Vert(TL) -0.21 17-19 >999 180 TCDL 10.0 Rep Stress Ina YES WB 0.63 Horz(TL) 0.02 14 n/a n/a BCLL 0.0 ' Code IRC2009/TPI2007 (Matrix-M) Wind(LL) 0.03 19-20 >999 360 Weight 272 lb FT=4% BCDL 15.0 LUMBER- BRACING- TOP CHORD 2x6 SPF 2100F 1.8E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except BOT CHORD 2x6 SPF 2100F 1.8E 2-0-0 oc purlins(6-0-0 max.):5-9. WEBS 2x4 SPF No.2 or 2x4 SPF Stud'Except" BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: W6,W7:2x4 SPF No.2 6-0-0 oc bracing:17-19,16-17. WEBS 1 Row at midpl 3-19,6-17,8-17,11-16 MiTek recommends that Stabilizers and required cross bracing be installed duringrxss erection,in accordance with Stabilizer Installation nide. REACTIONS. (lb/size) 21=1581/0.5-8 (min.0-3-4),17=3751/(0-5-8+bearing block) (req.0-6-8),14=1445/0-5-8 (min.0-3-1) Max Horz21=-60(LC 9) Max Uplifl21=-64(LC 8),17=-98(LC 7),14=73(LC 9) Max Grav21=2057(LC 17),17=4157(LC 16),14=1936(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-008/39,2-3=-22401331,3-0=-1369/247,4-5=-1167/261,5-6=-1089/283,6-7=-30/1134, 7-29=-30/1134,29-30=-30/1134,8-30=-30/1134,8-9=-817/244,9-10=-879/223,10-11=-1080/209, 11-12=-2051/293,12-13=-355/35 BOT CHORD 1-21=-40/464,20-21=-55/464,19-20=-200/1901,19-32=-211/307,32-33=-211/307,18-33=-211/307, 17-18=-211/307,17-34=-546/152,34-35=-546/152,16-35=-546/152,15-16=-166/1728,14-15=-35/416, 13-14=-35/416 WEBS 2-21=-17431334,2-20=-16311461,3-19=-1024/208,6-19=-146/1601,6-17=-2125/363,8-17=-2006/358, 8-16=-187/1667,9-16=-320/98,11-16=-1131/208,12-15=-133/1327,12-14=-1661/313 NOTES- 1)2x6 SPF 2100F 1.8E bearing block 12"long al jt.17 attached to front face with 3 rows of 10d(0.131"x3")nails spaced 3"o.c.12 Total fasteners.User Defined Bearing crushing capacity=425psi. 2)Wind:ASCE 7-05;100mph;TCDL=5.0psf;BCDL=5.Opsf;h=24f1;Cal.II;Exp B;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone;end vertical lett and right exposed;C-C for members and forces 6 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.33 3)TCLL:ASCE 7-05;Pf=40.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=50-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)4 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,with BCDL=15.0psf. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)21,17,14. 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 11)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 Job Truss Truss Type Oty Ply 'Emerson Way Florence,MA 14120607B HO6A Hip 1 1 _ _-__ Job Reference(optional) Universal Forest Products 7.520 s May 8 2014 MiTek Industries,Inc Mon Jan 19 12:19:04 2015 Page 1 2-2-12� 9-7-6 __ —_17-0-0. _ 25-9-4- ID 6 f 33-0 OksX2vOOJbd9bzt40_4OIOOrGdvjI1 9pesR7z47-9-4 -9-4W848M 50-0-0,NH 8ztp3r 2-2-12 7-4-10 7-4-10 8-9-4 7-2-12 7-4-10 7-4-10 2-2-12 JWIe=I.641 500- nm- 2v4 II o„G 6 .I {.rte'.—lk1 CAC w --. — --. I N 4.10 �� . � \� W6 e %:„' ,z, ....AA,1,...A.,/ ED 2-0A 23 22 21 20 14 1B 18 ] 16 ,5 13 45_ 4 4.0_ 149Eda1i= dA_ 44.r • 2-2-12. 9-7-6 9-7-6 17-0-0 25-9-4 33-0-0 40-4-10 47-9-4 50-0-0 - i - I 2-2-12t 7-4-10 7-4-10 8-9-4 7-2-12 7-4-10 7-4-10 t 2-2-12 TCLL LOADING(ps�)0 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP (Roof Snow=40.0) Plates Increase 1.15 TC 0.58 Vert(LL) -0.07 20-22 >999 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.23 Vert(TL) -0.13 20-22 >999 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.78 HOrz(TL) 0.04 12 n/a n/a BCDL 15.0 Code IRC2009/TPI2007 (Matrix-M) Wind(LL) 0.03 20-22 >999 360 Weight:276 lb FT=4% LUMBER- BRACING- TOP CHORD 2x6 SPF 2100F 1.8E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except BOT CHORD 2x6 SPF 2100F 1.8E 2-0-0 oc purlins(10-0-0 max.):5-7. WEBS 2x4 SPF No.2 or 2x4 SPF Stud'Except' BOT CHORD Rigid ceiling directly applied or 10.0-0 0:bracing. W2,W4,W8:2x4 SPF No.2,W6:2x4 SPF 2100F 1.8E WEBS 1 Row at midpt 3-20,5-18,6-18,9.15 2 Rows at 1/3 pts 7-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 23=1552/0-5-8 (min.0-3-5),18=3812/(0-5-8+bearing block)(req.0-6-2),12=1417/0-5-8 (min.0-3-1) Max Horz23=-68(LC 9) Max Uplift23=-65(LC 8),18=-92(LC 7),12=-72(LC 9) Max Grav23=2094(LC 17),18=3891(LC 16),12=1962(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=488/40,2-30=-2324/274,3-30=-2139/299,3-4=-1136/188,4-5=-904/203,5-31=-11/1218, 6-31=-11/1216,6-32=-11/1216,7-32=-11/1218,7-8=-624/160,8-9=-857/145,9-33=-17527262, 10-33=-2107/236,10-11=-438/34 BOT CHORD 1-23=-51/569,22-23=-69/569,21-22=-161/1974,20-21=-161/1974,20-34=0/818,19-34=0/818, 18-19=0/818,17-18=0/559,16-17=0/559,15-16=0/559,14-15=-127/1775,13-14=-44/522,12-13=-44/522, 11-12=-04/522 WEBS 2-23=-1851/349,2-22=-112/1417,3-22=-29/268,3-20=-1407/256,5-20=42/1067,5-18=-2392/311, 6-18=-1471/261,7-18=-2193/280,7-15=-59/1023,9-15=-1483/264,9-14=0/301,10-14=84/1264, 10-12=-1745/329 NOTES- 1)2x6 SPF 2100F 1.8E bearing block 12”long at jt.18 attached to front face with 3 rows of 10d(0.131"x3")nails spaced 3"o.c.12 Total fasteners.User Defined Bearing crushing capacity=425psi. 2)Wind:ASCE 7-05;100mph;TCDL=5.Opsf;BCDL=5.0psf;h=24ft;Cal.II;Exp B;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone;end vertical left and right expcsed;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.33 3)TCLL:ASCE 7-05;Pf=40.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=50-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)All plates are 4x4 MT20 unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'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,with BCDL-=15.0psf. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)23,18,12. 10)This truss is designed in accordance with the 2009 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the lop and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Emerson Way Florence,MA 14120607B HO7A Hip 1 1 — — --_ _ 1 Job Ref erence(ophonal) u'-- Universal Forest Products 7.520 s May 8 2014 MiTek Industries,Inc. Mon Jan 19 12:16:36 2015 Page 1 10:6 felrYuUJksX2vOQJbd9bztsbl-tXoRnfg3aWfIHPUCBMTFSzyd_rexT0o8LFfu7jztp6 • 2-2-12 10-7-6 19-0-0 25-9-4 31-0-0 39-4-10 47-9-4 50-0-0 2 2-121 8 4-10 g 4-10 I- 6-9-4 _._—.1__._5-2-12 8-4 10—. —k8-4-10 f2-2-12' 11001-12- N.9 ji \ 9 % �'� lvs W w, \ �j w� \\'`\ �� 7 I'i 2-0,� K--,23 22 21 ZO JG 121:481/ �J I6 15 13 l� E 12 4,48 ?-"'".--.._ _. _. a.a--__.___....—___qb- -___a.�=._ _. --.. ..aa.=._—_. m6-a.r,- ma-.. uN= 4._. 2-2-12 10-7-6 19-0-0 25-9-4 31-0-0 39-4-10 47-9-4 50-0-0 2-2-12 8-4-10 8-4-10 6-9-4 5-2-12 8-4 10 8-4-10 2-2-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.46 Vert(LL) -0.08 20-22 >999 240 MT20 197/144 Roof Snow=40.0) Lumber Increase 1.15 BC 0.20 Vert(TL) -0.16 20-22 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.91 I Horz(TL) 0.04 12 n/a n/a BCLL 0.0 ' Code IRC2009/TPI2007 (Matrix-M) Wind(LL) 0.03 20-22 >999 360 Weight:284 lb FT=4% BCDL 15.0_ LUMBER- BRACING- TOP CHORD 2x6 SPF 2100F 1.8E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except BOT CHORD 2x6 SPF 2100F 1.8E 2-0-0 oc purlins(10-0-0 max.):5-7. WEBS 2x4 SPF No.2'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: W1,W3:2x4 SPF No.2 or 2x4 SPF Stud 6-0-0 oc bracing:18-20,15-18. WEBS 1 Row at mldpl 3-20,6-18,7-18,9-15 2 Rows at 1/3 pts 5-18 MiTek recommends that Stabilizers and required cross bracing be installed ' during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 23=15010.5-8 (min.0-3-2),18=3858/(0-5-8+bearing block)(req.0-6-8),12=1375/0-5-8 (min.0-2-14) Max Horz23=-77(LC 9) Max Uplift23=-71(LC 8),18=-64(LC 7),12=-78(LC 9) Max Grav23=1986(LC 17),18-4162(LC 17),12=1841(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-30=591/47,2-30=-549/48,2-31=-2258/278,3-31=-1872/297,3-4=-796/155,4-5=-535/171, 5-32=0/1299,6-32=0/1297,6-33=0(1298,7-33=0/1299,7-8=-234/309,8-9=-495/239,9-34=-1618/257, 10-34=-19781238,10-35=-490/41,11-35=-532/40 BOT CHORD 1-23=-70/713,22-23=-85/713,21-22=-150/1901,20-21=-150/1901,20-36=40/477,19-36=-40/477, 18-19=-00/477,14-15=-114/1667,13-14=-61657,12-13=-631657,11-12=-63/657 WEBS 2-23=-1834/380,2-22=-81/1303,122=0/365,3-20=-1796/309,5-204-67/1176,5-18=-2392/296, 6-18=-1094/177,7-18=-2249/273,7-15=-80/1131,9-15=-1853/316,9-14=0/387,10-14=-51/1117, 10-12=-1714/361 NOTES- 1)2.6 SPF 2100F 1.8E bearing block 12"long at jt.18 attached to front face with 3 rows of 10d(0.131"x3")nails spaced 3"o.c.12 Total fasteners.User Defined Bearing crushing capacity=425psi. 2)Wind:ASCE 7-05;100mph;TCDL=5.0psf;BCDL=5.0psf;h=241 Cat.II;Exp B;enclosed;MWFRS(low-rise)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 3)TCLL:ASCE 7-05;Pf-40.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;C1=1.1,Lu=50 0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'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,with BCDL=15.0psf. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)23,18,12. 10)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 12)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 -- - - Truss Truss Type Qty Ply Emerson Way Florence,MA Job 141206076 H08A Hip 1 1 Job Reference(optional) Universal Forest Products 7.520 s May 8 2014 MiTek Industries,Inc. Mon Jan 19 12:15:26 2015 Page 1 ID:6_felrYuU JksX2vOQJbd9bztsbt-w3az5j_93?rEtf815fCrdD3eQe1 R3kDrFM iBgnztp7F • 2-2-12 11-7-6 21-0-0 29-0-0 38-4-10 47-9-4 ___—_ 50-0-0 I + } i 2-2-12 9-4-10 9-4-10 8-0-0 9-4-10 __---- 9-4-10 --12 sine=1:82.• • axe 5.000211ITz i ii 4x14; �\ I • 4 y 4x4 3�/ G W S4%.W b 30 • 424% 29 / v�}� ,,,.2x..,,,,,,,,,_„.„,,,,,„---W ,/,/ \ 1 Ix ._.. _. _ - —_--..—. — WY li 9 21 ?8 19 ' 1811 18 15 14 13 12 22 /2921L 40-0-0 4x4= _ — 34 I I —__ —_. _.— x.-.-_— .__ --_— _... - __--- • 2-2-12 11-7-6 21-0-0 29-0-0 38-4-10 47-9-4 - 150-0-0I 12-2 -121 9-4 -10 9-4-10 —+ 8-0-09-4-10 9-4-10 .__ 2-2-12 Plate Offsets(X,Y)-- [1:0-2-2,Edge],[10:0-2-0,Edge]_ _ _ .— LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.61 Vert(LL) -0.09 19-21 >999 240 MT20 197/144 (Roof Snow=40.0) Lumber Increase 1.15 BC 0.20 Vert(TL) -0.18 19-21 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.93 Horz(TL) 0.04 11 n/a n/a BCLL 0.0 ' Code IRC2009/TPI2007 (Matrix-M) Wind(LL) 0.03 19-21 >999 360 Weight:283 lb FT=4% BCDL 15.0 - LUMBER- BRACING- TOP CHORD 2x6 SPF 2100F 1.8E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins,except BOT CHORD 2x6 SPF 2100F 1.8E 2-0-0 oc purlins(10-0-0 max.):5-6. WEBS 2x4 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: W1,W3:2x4 SPF No.2 or 2x4 SPF Stud 6-0-0 oc bracing:17-19,15-17. WEBS 1 Row at midpt 6-17 2 Rows at 1/3 pts 3-19,5-17,8-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 22=1469/0-5-8 (min.0-2-14),17=3767/(0-5-8+bearing block) (req.0-7-2),11=1367/0-5-8 (min.0-2-11) Max Horz22=-85(LC 9) Max Uplift22=-73(LC 8),17=-32(LC 7),11=-81(LC 9) Max Grav22=1834(LC 17),17=4525(LC 17),11=1714(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-652/56,2-29=-2066/255,29-30=-1869/268,3-30=-1674/287,3-4=402/247,4-31=-203/319, 5-31=-145/461,5-6=0/1343,6-32=0/746,7-32=0/508,7-8=-155/428,8-33=-1469/258,33-34=-1664/239, 9-34=-1835/226,9-10=-601/50 BOT CHORD 1-22=-91/802,21-22=-100/802,20-21=-131/1725,19-20=-131/1725,19-35=-307/188,18-35=-307/188, 17-18=-307/188,16-17=-490/218,15-16=-490/218,14-15=-104/1536,13-14=-104/1536,12-13=-85/753, 11-12=-85/753,10-11=-85/753 WEBS 2-22=-1733/415,2-21=-40/1108,3-21=0/448,3-19=-2148/359,5-19=-80/1246,5-17=-2411/321, 6-15=-81/1149,8-15=-2189/363,8-13=0/459,9-13=-19/959,9-11=-1633/403,6-17=-2311/320 NOTES- 1)2x6 SPF 2100F 1.8E bearing block 12"long at jt.17 attached to front face with 3 rows of 10d(0.131'x3")nails spaced 3"o.c.12 Total fasteners.User Defined Bearing crushing capacity=425psi. 2)Wind:ASCE 7-05;100mph;TCDL=5.0psf;BCDL=5.0psf;h=24ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)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 3)TCLL:ASCE 7-05;Pf=40.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=50-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water pending. 6)All plates are 4x6 MT20 unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*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,with BCDL=15.0psf. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)22,17,11. 10)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 12)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 Job Truss Truss Type Qty Ply (Emerson Way Florence,MA 14120607B H09A Hip 1 1 1.- _ Job Reference(optionai_ ,.---al Forest Pr— ustri Inc. Mon Jan Universal Forest Products 7.520 s May 8 2014 MiTek Industnes,Inc. Mon Jan 19 12:14:38 2015 Page 1 ID:6_felrYUUJksX2vOOJbd9bztsbl-Kggg0JP2MFo27HTW HaLag53UHJop06nCu4e_Zztp8? 2-2-12 9-1-13 16-0-15 23-0-0 27-0-0 33-11-1- 40-10-3 47-9-4 450-0-01 2-2-12 6-11-1 6-11-1 6-11-1 4-0-0 6-11-1 6-11-1 6-11-1 '2-2-12' p,;,,,„ 1112£ P.n- S0 12 r, -�tk/ \, / ��r2 i r 2 12 w /// \\%15 zo . i \\ �5 it j/' JO / 'il\ JI V.\// \ ' / I{I 0 JL J.1 2-2-12 12-7-6 23-0-0 27-0-0 37-4-10 47-9-4 50-0-0 — F j 2-2-12 10-4-10 10-4-10 4-0-0 10-4-10 10-4-10 2-2-12 Plate Offsets),Xy)---[14:0-4-0,0-4 81115:0-2-8 0-4-8),(18 0-0 0,0-4-8� LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.39 Vert(LL) -0.17 17-18 >999 240 MT20 197/144 (Roof Snow=40.0) Lumber Increase 1.15 BC 0.42 Vert(TL) -0.30 17-18 >927 180 TCDL BCLL 10.0 '0.0 Rep Stress Incr YES WB 0.94 Horz(TL) 0.03 13 n/a n/a BCDL 15.0 Code IRC2009/TPI2007 (Matrix-M) 1 Wind(LL) 003 17-18 >999 360 Weight:295 lb FT=40/0 LUMBER- BRACING- TOP CHORD 2x6 SPF 2100F 1.8E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except BOT CHORD 2x6 SPF 2100F 1.8E 2-0-0 oc purlins(10-0-0 max.):6-7. WEBS 2x4 SPF No.2"Except" BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. W103:2x4 SPF No.2 or 2x4 SPF Stud WEBS 1 Row at midpt 3-19,5-17,8-15,10-13,7-16 2 Rows at 1/3 pts 6-16 MITek recommends that Stabilizers and required cross bracing be installed during trusserection,in accordance with Stabilizer Installation guide. _.—_.._—.._..- -- _.- ---- REACTIONS. (lb/size) 19=1405/0-5-8 (min.0-2-10),16=4114/(0-5-8+Two SBP6 USP) (req.0-8-0),13=1307/0-5-8 (min.0-2-6) Max Horz19=-93(LC 9) Max Upliftl9=-60(LC 8),16=-57(LC 8),13=-74(LC 9) Max Grav19=1658(LC 17),16=5330(LC 17),13=1532(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten,-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=373/0,2.26=-632/106,3-26=483/120,3-27=-1511/194,4-27=-13601204,4-28=1196/217, 5-28=-1158/218,5-6=0/1140,6-7=0/1532,7-8=-22/1465,8-29=-949/186,9-29=-986/184, 9-30=-1150/172,10-30=-1302/161,10-31=-428,'113,11-31=575/100,11-12=-323/0 BOT CHORD 1-19=0/446,18-19=-137/1627,18-32=-07/824,32-33=47/824,17-33=47/824,16-17=-915/319, 15-16=-1195/355,15-34=191/616,34-35=-191/616,14-35=-191/616,13-14=-109/1450,12-13=0/395 WEBS 2.19=-776/293,3-19=-1388/157,3-18=-813/245,5-18=-82/1169,5-17=-2018/353,6-17=-109/1402, 6-16=-2398/260,7-15=-45/1168,5.15=2052/357,8-14=-86/1205,10-14=-843/249,10-13=-1233/132, 11-13=-760/290,7-16=-2236/205 NOTES- 1)Wind:ASCE 7-05;100mph;TCDL=5.0psf,BCDL=5.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)and C-C Exterior(?)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 7-05;Pf=40.0 psf(Flat roof snow);Category II,Exp B;Partially Exp.;Ct=1.1,Lu=50-0-0 3)Unbalanced snow loads have been considered for this design. j 4)Provide adequate drainage to prevent water ponding. 5)All plates are 4x6 MT20 unless otherwise indicated. 6)This truss has been designed for a 100 psf bottom chord live load nonconcurrent with any other live loads. 7)"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,with BCDL=15.0psf. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)19,13. 9)Two SBP6 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)16.This connection is for uplift only and does not consider lateral forces. 10)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 12)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 f (? 0 0 w co o •I1LI ccmoTr,n E1--• = y0 a 00 N a m E• 00v m y ,n 1,0, ;� otc � o E � m � 0 � � c > 0 E "" 3ii iliia w } 7N a a'p Q m�_. a� > `J 2 CaN o c o o v, E_ � 'ca MINN:IIIM m v v v w m a E c Q u _. '^ m a_ f `�, °„W a° 2 °c. a ° m Y 3 3 ;a w 3 w m ` o EE, v a a-0 , .� ro x -E. o N 4,44111 ,,, � O ¢ a o w o i- 0 o a to �,. 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ROOF RIDGE z Lj a Z0 + a 4J >L, a SZ ct v d' O v, N 0 rtri t;jd O tn — aU (1.) 113 El I- 1:1- it N I --0), b7 0 - Cr y0N 0Q d ::(6%.' w Qaarm .1.:' z � a = ROOF RIDGE 10,2§ • ■a L ' ^ :::),..F::in :,,, O pmzi: i: 1■i r, -Mt 13 w w LI CO 0 VI v, -JC f0 to do L4.1 La m a f I i _ I i !0 .5 LO E m I ! ? z . I I I 111. 1 . Iain o aoor ,q I[ I� H IN I � Y a0i - � a N o z � °�°� 1 1°1! i I j I T � j i 5 a 1(7 no CC ' v 14 1 I ,sy I i p 0 4- ti, N -O O c N 0 �f1 .___.... i ._.... - 1_-- N a±2., rr) O m a oa O C W C c 1 ro o IL O_ C +.-+ i 4-r I II \ \ { CON - ,°m rn o N O O .c) °o Il cv ro p Q! -p \ O in m a,2 m r• fl {LS tt c- _ N,,To ,v p Q _..._._.._�..-- \ C 4 >= c a v ej C -O N vt O Q O §2 cc O 41 ,-- 'O 41 i- y,, v a C p m coN as X -a a O v C v CU Q ft" • r Qr0O ao O � /0: ROOF DRIP LINE 7r .r' rr ; tet p — ,(gp / ,` `krt fid' v"'� ;,�i -'F• .�. ,4s.", . SunPower® X21-345-C-AC Residential AC Module Series Design-Driven Advantages 02• #1 module aesthetics and efficiency, • Unmatched module reliability? SERIES • No electrolytic capacitors • 25-year Combined Power and Product Warranty . . . . . . . Maximize Value for Roof • Size system for roof, not string inverter • Optimize performance of each module • Expand Deployment Options • Complex roofs and partial shading f • Small systems • System expandability Simplify & Speed Installation Optimize System and Installation Efficiency • Factory-integrated microinverter • Robust, double-locking AC connectors SunPowerAC Modules, which include a factory-integrated • Design flexibility offsite and onsite SunPower microinverter, provide a revolutionary combination of high • No DC string sizing process efficiency, high reliability,and module-level DC-to-AC power conversion. • Fewer installation steps than competing systems Designed specifically for use with SunPower InvisiMountT"and the • Intuitive commissioning SunPower Monitoring System,SunPower AC Modules enable rapid installation,best-in-class system aesthetics,and intuitive visibility into Component of Complete System • Built for use with SunPower® InvisiyountTM system performance.All this comes with the best Combined Power and the SunPower Monitoring System and Product Warranty. • Superior system reliability and aesthetics .� ., .., sunpower.com Datasheet S U N PO W E RJ -ilk.. 1: yi • 4'--, -r ;,? ti4 .1.a ' a,�t }+ ...- -,,04,.."(:.;-. w •''''''':•-' SunPower f2 X21 -345-C-AC I Residential AC Module Series Power Data ` i ., , •,s. .. r` :.Mechanical Data SPR-X21-345-C-AC SPR-X21-335-C-AC Solar Cells 96 Monocrystalline Maxeon®Gen III Nominal Power-(Pnom) 345 W 335 W High-transmission tempered glass with anti- Front Glass reflective coating Power Tolerance +5/-0% * 5/-0% g Avg. Panel Efficiency` 21.5% 21.0% Environmental Outdoor rated Temp.Coef.(Power) -0.30%/°C Rating Three bypass diodes Frame Class 1 black anodized(highest AAMA rating) •Shade Tolerance • Integrated module-level maximum power Weight 45.5 lbs(20.6 kg) point tracking Max. Recommended 1.3 in.(33 mm) Module Spacing AC Electrical Data Output @ 240 V(min./nom./max.) 211/240/264 V Output @ 208 V(min./nom./max.) 183/208/229 V Warranties d 7d Cert flcations` Operating Frequency(min./nom./max.) 59.3/60.0/60.5 Hz Warranties • 25-year limited power warranty Output Power Factor(min.) 0.99 • 25-year limited product warranty AC Max.Continuous Output Current @ 240 V 1.33 A • UL 1741, including compliance with AC Max.Continuous Output Current 0 208 V 1.54 A applicable requirements of IEEE 1547 and AC Max.Cont.Output Power 320 W IEEE 1547.1 DC/AC CEC Conversion Efficiency 96.0% • FCC and ICES-003 Class B Max. Units Per 20 A Branch Circuit @ 240 V 12(single phase) • AC module Type 2 Fire Rated Max.Units Per 20 A Branch Circuit 0 208 V 10(two pole) • UL 2703 Listed when installed with Certifications InvisiMounttn • Class A Fire Rated when installed with Tested Operating Conditions` InvisiMount'"and when distance between Operating Temp. -40° F to-185° F(-40°C to+85°C) roof surface and bottom of SunPower Max.Ambient Temp. 122° F(50°C) module frame is<-3.5"(8.89 cm) Wind:62 psf,3000 Pa,305 kg/m2 front&back • Alternating Current(AC)Module designation Max. Load Snow. 125 psf,6000 Pa,611 kg/m2 front enables installation in accordance with NEC 1 Inch(25 mm)diameter hail at 52 mph(23 690.6 Impact Resistance m/s) PID Test Potential-induced degradation free 280 rim 1 r 111.02 ird Ilya vas 1143.°r D7 mm E—� e,• 1046 mm ■ 1 141.2m1 11111,' ■ 30 mm 3112H,"(of 3 1 .;21.10 318,n'3 1 p els.Puna 3Str ',1o :Ie .,y,11.h.2)1 1 r [1 2 in] ii,14ill 1 /13R]c Hit 11[ Indirir l'ubiu 141311,"I-lar Yor("[ Irl A,I i.I1E11-n0tl - TI' u r lar r r r o.far 1u err lc 1, (a1.1 3u/e! 1.l r I r .,r 1n tui-13 r 1.i 111.1.I.1..e" 1.0 1 e1.w LLr piper,kl 2111.?'tee wytAt,ttt,l,ovtpf cc)mit,, orb ail 1558 mm • [61.3 in] t rdaid I,,.Cr 1,1i13ow(I1,13r,,V38'iii,ju.,o P I1 r 5 (1 MJMtll calihrotri,1,,,,,utaY r . ,,t'vr, n m ent,l Attk tt 1 4 1 Id vuFage_All of of,,gu e 1,(alit ,ordin,°(I wit hiu the nlndr ,, Isis-ednna,mtto `i•.1. raedpnveI 311(,dir rift pi ndi.1 nu,. Please read the safety and installation instructions for details. e . es .* r ip c elonr f i s fur e1. lc re`corona it 1in,au Io1.rrunder.,-,11,,d1l> teecarendeddar,,,heel www.ulpoour rn Ii ii Is. Document#515215 Rev C/L.(R_Us Jr Su110 c1rorpc1.31103.'II t1. rmrvr1 J^,POWEP it,StttI0Jw[1logoh1AXFONandIN\SIh9I are.,sdernark or reyrs erect trader 1<,rbs o Suni over Corpora i0l In'Ju tl5.and o,trr count nes as well. S U N P W E R Speci1cations i'ducted i',It-wt.datasheet are subject to change without notice. • y iR 'ltd .. ,,e`"5 S.tr`S;Y'•. ,rt' 14 oa.; ., >•." _ .,>,; a�» �,rs' s-»h.,a� � ..� �'+� � �r ��`2+.. SunPower® InvisiMountTM Residential Mounting System Simple and Fast Installation • Integrated module-to-rail grounding • Pre-assembled mid and end clamps • Levitating mid clamp for easy placement • Mid clamp width facilitates consistent,even ; module spacing _ t •J • Simple, pre drilled rail splice • UL 2703 Listed integrated grounding Flexible Design I • Addresses nearly all sloped residential roofs • Design in landscape and portrait • Rails enable easy obstacle management Customer-Preferred Aesthetics _ • • #1 module and#1 mounting aesthetics • Best-in-class system aesthetics Elegant Simplicity • Premium, low-profile design • Black anodized components SunPower® InvisiMountTM is a SunPower-designed • Hidden mid clamps and end clamps rail-based mounting system. The InvisiMount system and capped,flush rails addresses residential sloped roofs and combines faster Part of Superior System installation time, design flexibility, and superior aesthetics. • Built for use with SunPower DC and AC modules The InvisiMount product was specifically envisioned and • Best-in-class system reliability and aesthetics • Combine with SunPower modules and engineered to pair with SunPower modules. The resulting monitoring app system-level approach will amplify the aesthetic and installation benefits for both homeowners and installers. sunpower.com Datasheet S U N P O W E R Is r4 .. fib. 1' 3 a 3t b - w ;,,„:',:,'‘.1.4:;;•;.--�r. -r x sy mak , ''2411i. t SunPower® InvisiMlountTM 1 Residential Mounting System - ' - . si t u6t.'- ';'1',h pnr rt 1 ges .ti . , ° _ :... £• ,. a,.._.. . -... . .,. Mcdule*/Mid Clamp and Rail Module*/End Clamp and Rail s*ss a ,.-,`fix ' Mid Clamp End Clamp Rail&Rail Splice Ground Lug Assembly End Cap :Tr * • a . j ' n� u ? 2g orditons. .n; . , nyisiMpunt mpsn t. ; rls 4 .. I -emperature -40 C to 90°C( 40 F to 194°F) Component il Material Weight 1 Max.Load(LRFD) I • 3000 Pa uplift • 6000 Pa downforce Mid Clamp I Black oxide stainless steel AIM 304 63 g(2.2 oz) 1 _ _ I _ __ End Clamp Black anodized aluminum alloy 6063-16 110 g(3 88 oz) - - Rail Black anodized aluminum alloy 6005,F6 830 g/m(9 oz/ft) fit �n � l ��nt rr ties OCI If-1L2tIQIIS Rail Splice Aluminum alloy 6005-T5 830 g/m(9 oz/ft) • 25-year product warranty Warranties Ground Lug 304 stainless 5065 g/m(3.75 oz) i • 5-7ear finish warranty Assembly (A2-70 bolt,tin-plated copper lug) 1 End Cap 1 Black acetal(POM)copolymer 10.4 g(0 37 oz) • UL 2703 Listed Certifications Roof Attachment Hardware Supported.by, Cass A Fire Rated • Composition Shingle Rafter Attachment _! 1 . Composition Shingle Roof Decking Attachment " 1 � entEra rdwa Wan DntleS' =x Application P g t _x •. neInterface'Me Roof Attachment U e for Other Roof Attachments [ Refer to roof attachment hardware manufacturer's documentation *Module frame that is compatible with the InvisiMount system required for hardware interoperability. rc 2015 SunPower Corpoiation. All Rights Reserved. SUNPOWER,the SUNPOWER logo,and INVISIMOUNT are trademarks or registered trademarks of SunPower Corporation. 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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 (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 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