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31C-018 22 FORD CROSSING (wrong map block on card) 22 FORD CROSSING BP-2017-0546 GIS COMMONWEALTH OF MASSACHUSETTS Map:Block: 35-040 CITY OF NORTHAMPTON Lot:- 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-2017-0546 Proiectd JS-2017-000868 Est.Cost: $25282.00 Fee:$75.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: PIONEER VALLEY PHOTOVOLTAICS 106329 Lot Size(sq-ft.): 485415.00 Owner: BABBOTT MARGARET Zoning: SR/WSPII Applicant: PIONEER VALLEY PHOTOVOLTAICS AT: 22 FORD CROSSING Applicant Address: Phone: Insurance: 311 WELLS ST- SUITE B (413) 772-8788 Workers Compensation GREENFIELDMA01301 ISSUED ON:10/20/2016 0:00:00 TO PERFORM THE FOLLOWING WORK:SOLAR SYSTEM, ROOF MOUNTED 15 PANEL 5.175 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 Siynatu re: FeeTvpe: Date Paid: Amount: Building 10/20/20160:00:00 575.00 212 Main Street, Phone(413)587-1240, Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner File#BP-2017-0546 APPLICANT/CONTACT PERSON PIONEER VALLEY PHOTOVOLTAICS ADDRESS/PHONE 311 WELLS ST-SUITE B GREENFIELD (413)772-8788 PROPERTY LOCATION 22 FORD CROSSING MAP 35 PARCEL 040 ZONE SR/WSPII THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid 751 Building Permit Filled out Fee Paid Tvpeof Construction: SOLAR SYSTEM, ROOF MOUNTED 15 PANEL 5.175 KW New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 106329 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO ATION PRESENTED: loved 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 D lit ry 10104rj // Signature of Building S ficial 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. Department use only City of Northampton Status of Permit: I r,•-- - Building Department Curb Cut/DrNeway Penna I„ Sewer/Septic Main Street Availability 1 '? j _ .j Room 100 Water/Wee .� _ ; ) Northampton, MA 01060 Two Sets of Structural Plans co �'� phone 413-587-1240 Fax 413-587-1272 Plot/Site Plans C �' Other Specify sa (m a casPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING f•SleWNMJ-SITE INFORMATION This section to be completed by office 1.1 Property Address: Map Lot Unit 22 Ford Crossing Northampton, MA ZoneOverlay District EIm at District CB Diable _ SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Margaret Babbott and Jennifer Bryan 22 Ford Crossing Northampton,MA Name(Print) Current Mailing Address. 413-537-5469' See attachment (A) Telephone Signature 2.2 Authorized Agent: Pioneer Valley PhotoVoltaics Cooperative,LLC 311 Wells Street,Suite B,Greenfield,MA,01301 Name(Print) Current Mailing Address: �� 4I3-772-878B Signature Telephone SECTION 3-ESTIMATED_CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by pomit applicant 1. Building $25,282 (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 r9 , 6. Total=(1 +2+3+4+5) $25,282 Check Number le6lla This Section For Official Use Only Date Building Permit Number: 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 Lot Size Frontage Setbacks Front Side L. R: L: R: Rear Building Height Bldg.Square Footage Open Space Footage (Lot arca 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 O YES O IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO O DON'T KNOW O YES 0 IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO O DON'T KNOW O YES O IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained O • Date Issued: C. Do any signs exist on the property? YES O NO O IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES O NO O IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading,excavation,or filling)over I acre or is it part of a common plan that will disturb over I acre? YES O NO O 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) ❑ Roofing ❑ Or Doors 0 Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [0 Siding[0] Other[MI Brief Description of Proposed Work: Installation or roof mounted vnmo.omwe mounting system for solar panels on south side of house roof. 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 Margaret Babbott ,as Owner of the subject property hereby authorize Philippe Aigollaud to act on my behalf, in all matters relative to work authorized by this building permit application. See attachment (A) Signature of Owner Date 1 _ Philippe Algol laud as besOwner/Authorized myknwle and b 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 10/12/2016 Signature of g7dt Date • SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ came of License Holder: Maya Fulford CS-106329 License Number 159 Clark Drive, Giulford VT, 05301 03/14/2018 Address Expiration Date O 1� 413-772-8788 Signature Telephone 9.Registered Home ImDrovemeM Contractor: Not Applicable ❑ 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(I) 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-vear 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 maw 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. Any photographs or videos of this project may be used by Pioneer Valley Photovoltaics Cooperative for marketing purposes. A check for the First Payment is enclosed and I am tretturning this Agreement within 21 days of the Proposal date. "lav4a✓QPQo0�'� IS t ,'1f1�\\P,rrintedl"�^e Da 1•4 CuOne-v- ' Signature V Title Pregame and Agreement 800011427 Page 7 of 13 Margaret 6abtott and Jennifer Bryan-January 19,2016 U:: Office of Consumer Affairs and Business Regulation _ 10 Park Plaza-Suite 5170 Boston,Massachusetts 02116 Home Improvement Contractor Registration -- Registration: 140077 — — Type: Private Corporation I � BEM-atom 9/16/2017 Td 270458 PIONEER VALLEY PHOTOVOLTAICS#EE 'LQ- PHILIPPE RIGOLLAUD 311 WELLS ST SUITES GREENFIELD, MA 01301 __--- - VUplift Address sad return card.Mark mom fee change. —� O Address (]Renewal !o Ea Element l]Last Card sc." * "eaves 24 4:9rna, ry/Odepuanerells CD Office eCuas meAliB.s.naglo. License or repasts valid for individual see only E IMPROVEMENT CONTRACTOR before the expiation data If f.nd return w: RpWatlon 140077 Type - Office of Commute Affairs and Badmen ReOntetten Expiration: 9f106917 Private Copontlon le Pah Plaza-Salm 5170 Boaua,MA 02114 PION R VALLEY PHOTOVOtWCS COOP PHILRPE RIGOLLAUD 311WELLBSTSIBfEB of �_ 4 .,r. 'GREENFIELD.MA 01301 ONe,aeu<a.y Not valid wt Massachusetts Department of Public Safety ,' Board of Building Regulations and Standards License: CS-106329 Construction Supervisor MAYA FULFORD . s' 199 CLARK DRIVE s GIULFORD VT 06301 Expiration: Commissioner 03/14/2101$ ACOROM CERTIFICATE OF LIABILITY INSURANCE DAA IMMIDDMNY) `/-' 12/30/2015 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 NAME: Webber E GrimellPHONEM E . (413)586-0111 FAX we No 14131506-66 e1 lAtC e North King Stree[ DAD NESS:1powere®webberandgrlmell.Com INSURER(S)AFFORDING COVERAGE NAICN Northampton MA 01060 INSURER A Peer'ewe/Liberty INSURED INSURER B Excelsior/Liberty 111045_ Pioneer Valley PhotoVoltalce Cooperative, Inc. INSURER CPeerleos Indemnity/Liberty _ '118333 Attn: Kim Pinkham INSURER v:Liberty Mutual Insurance 2419.8 311 Wells Street, Suite B INSURER it.I.M. Mutual _ Greenfield NA 01301 INSURER F: COVERAGES CERTIFICATENUMBER3taeter exp 1-1-2017 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. )NSR ADDLSUBR POLICY EFF POLICY Ea - OR TYPE OF INSURANCE IHSD WVD POLICY NUMBER IMMMIXYW I (MMJOONYY) LIMIT X COMMERCIAL GENERAL LIABILITY __.. EACH OCCURRENCE $ 1,000.000 A J CLAMS-MADE X OCCUR I PRMISESOREMEO 100,000 DAMAGEG RENTED on) S i CBP8378621 1/1/2016 1/1/2017 MED EXP(My one person) $ 5,000 — _. PERSONAL 8 ADV INJURY $ 1,000,000 GEML AGGREGATE LIMIT APPLIES PER'. GENERAL AGGREGATE $ 2,00 D,000 IR POLICY FJEPOCT Li LOC PRODUCTS COMP/OP qGG $ 2,000,000 OTHER $ AUTOMOBILE LABILITY COMBINED SINGLE LIMIT $ 1,000,000 (Ea accident)__._ B ANY AUTO BODILY INJURY(Per person) S AUTOS OWNEO x gUTO5VLE0 B.18372626 1/1/2016 1/1/2017 BODILY INIURY(PetaWOMO'$ X HIRED AUTOS X NON-OWNED PROPERTY IPO accident) $ - - AUTOS UMednsurod metals(BI split $ 100,000 X UMBRELLA LIAR X OCCUR I EACH OCCURRENCE _ $ 3,000,000_ C EXCESS)IAB 1 CLAMS-MADE AGGREGATE $ 2,000,000 DED X RETENTIONS 10,000 008377126 1/1/2016 1/1/2017 $ WORKERS COMPENSATION PER OTH- -AND EMPLOYERS'LIABILITY Y./N '.STATUTE _ ER _. ANY PROPRIETOWPARTNERJEXECUTIVE I 1 EL.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? `JI.NIA D (Maanndatory in NH) ANS 57072281 1/1/2016 11/1/2017 E .DISEASE-EA EMPLOYEE $ 1,000,000 'If y (Mamba under I DESCRIPTION OF OPERATIONS below n657072202-C, EL.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101,Addtional Remarks Schedule,may be attached H mere space Is!INUITS) CERTIFICATE HOLDER CANCELLATION SHOULD ANT OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE For Information Purposes Only THE EXPIRATION GATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Linda Powers/LMP ,�,....1_� �c-wrt �-�> M1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INSO2501114111 • The Commonwealth of Massachusetts Its—fit Department oflndustrialAccidents _ el=a 1 Congress Street Suite 100 Boston,MA 02114-2017 www.massgov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name(Bussiness/OrganizatioMndividual):PIONEER VALLEY PHOTOVOLTAICS Address:311 WELLS STREET, SUITE B City/State/Zip:GREENFIELD, MA 01301 Phone#:413-772-8788 Are you an employer?Cheek the appropriate box: Type of project(required): Lp. I am a employer with 40 employees(full and/or part-time).* 7. ❑New construction in 1 am a sole proprietor or partnership and have no employees working for me in 8. Remodeling any capacity.[No workers'comp.insurance required] 3.0 1 am a homeowner doing all work myself.[No workers'comp insurance required.]• 9. Demolition 4.0 1 am a homeowner and will be hirin tractors to conduct all work on m I win 10 Building addition g eon YPrnperry. 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.DROOf repairs These sub-contractors have employees and have workers comp.insurance: 6.0 We are a corporation and its officers have exercised their right of exemption per MGL c. 14.COther SOLAR PV 152,§1(4),and we have no employees.[No workers'comp.insurance required] 'Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. I Homeowners who submit this affidavit indicating they arc 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 ofthe sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: A.LM. Mutual Policy#or Self-ins.Lic.#: XWS 57072282 Expiration Date:01/01/2017 Job Site Address: 22 FORD CROSSING City/State/Zip:NORTHAMPTON, MA 01060 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and nalties of perjury that the information provided above is true and correct Sienature: Date: 10/01/2016 Phone 9:413-772-8788 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License N 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#: BABBOTT - Northampton PV Squared �pv" ( \ ` ii ( It , I ` \ �1 iIi New ResidenceWith -\„ ^ Roof Mounted PV Array .�^' �� } T i _ ".-- 1. ~ ` r'�! IS Owner Margaret Babbott — .'i Address 22 Ford Crossing � � �5 ) Northampton MA, 01060 1 �� 1 Phone'413-537-5467 IC _1 t e-mail: roba66oCCfA<gmcast.nat l System Size 5.175 kW DC i e ' LIA- r/ I:11411 "la r" terr;zPV Array: (15)SPR-X21-345 in portrait as three ;r caws of five centered on residence roof.See layout drawing included. in : Solarmount racking on L-feet on EcoFasten Quickfoot bases. --1�� Roof Structure: Engineered trusses at 24"oc. i 1 Th Engineers analysis included. . Roofing Material: Asphalt shingles GZ\ Igginirr October 11, 2016 Mr.Bill Killough-Hill Pioneer Valley PhotoVoltaics Cooperative Inc. 313.Wells Street,Suite B Greenfield,MA 01301 Re:Babbott&Bryan Residence, Northampton,MA - --- GZA File No.o2.o172356.00 T61 PV Squared Project No.11367 Dear Mr. Killough-Hill, At your request GZA has reviewed the information PVSquared("you")provided on the roof and structure at the Babbott and Bryan residence currently under construction at 22 Ford Crossing, in Northampton, MA.The purpose of this review was to provide an opinion as to the structure's ability to support a proposed rooftop photovoltaic system.The information you have provided includes construction plans and manufactured wood roof truss design information.The -- - . manufactured wood truss design information bears the seal of a Professional Engineer registered in the Commonwealth of Massachusetts. The information you have provided is attached to this letter for reference. You are proposing to erect PV panels on the south side of the house roof.The house is a two story residence measuring 2g(34'.You report the house is currently under construction.The residence is designed with hip and gable roofs.The south roof is designed with a 6/12 pitch.The roof trusses are designed with 2x6 top chord and 2xq webs and bottom chord.The trusses are designed for 24"O.C.spacing.The residence is to have a plywood deck and asphalt shingles. Recommendations: While the design information that you provided suggests that the roof is sufficiently robust to support the additional Dead Load from the proposed PV system,any conclusion to that point is predicated on the assumption that the roof and supporting structure are constructed as designed.Since you report that the house is currently under construction, prior to installing the PV array,proper construction and truss installation,should be field verified. Field verification should include confirming that the trusses are installed in accordance with manufacturer's design, including any required truss bracing. Conclusion: In our opinion the documents you have provided suggest that,as designed,the roof and supporting structure are adequate to support the dead load of the proposes PV panels. Construction must be verified to be in compliance with the design plans, including the truss Babbott-Bryan Residence,Northampton, MA 10/1420.3.6 Page z manufacturer's design which may include required bracing.Once construction is verified to conform with design, in our opinion the roof can support the PV array. We base this opinion on the information you have provided and the following assumptions.We assume that the truss designer/fabricator(Universal Forest Products)performed their design with the proper load distribution on the truss(dead,balanced and unbalanced snow loads,etc.). We assume that the roof supporting structure will be constructed as designed and that all required bracing will be installed as required.Installation of truss bracing must be verified prior to erection of the solar array.We also assume that,owing to their slippery surface,the solar panels will shed snow better than the 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 55psf. Based on the information you provided the proposed PV panels weigh 2.6 psf(3.6%of ground snow load). To summarize, in your opinion,when construction is completed in accordance with the building and truss plans,and when the trusses are properly braced, both of which must be confirmed, the roof will be structurally adequate to support the additional Dead Load of the proposed roof mounted Photovoltaic System. If we can be of further assistance, please call Jonathan Rugg(603)232-8794 or Carl,Goldknopf (603)232-8792. Very truly yours, GZA GEOENVIRONMENTAL,INC.' O j� (/�/ 764A /Jonathan Rugg,P.E. Carl Goldknopf, P.E. / 1 Project Manager Senior Consultant • (.j\ GOLOKNOPF BTv N0.31888 Bradford W.Roberts, P.E. %5.,49•:".t10;14.:, v Senior Principal/CR/Division Manager � '_`-14-' /i f k Attachments: -Proposed PV array information and building construction plans. • (PV)2\ Babbott-Bryan-Northampton PV Squared STRUCTURAL ASSESMENT REPORT 10/5/2016 New Residence With Roof Mounted PV Array '��'`,\ T 1 i . \ II ( A p , „ \ \ „, \hi .., ., \ \ .14J \, ,, : Tii , , \ Vii . t +- J" � Irfr'i1frF L_ . TTL:- �� 1 I Inn. - l z (PV) Babbott-Bryan-Northampton PV Squared STRUCTURAL ASSESMENT REPORT 10/5/2016 kW size: 5.175 kW DC Site Address: 22 Ford Crossing. Northampton, MA 01060 (new construction) Owner Name: Margaret Babbott and Jennifer Bryan Mailing Address: 22 Ford Crossing, Northampton, MA 01060 Phone Number: 413-537-5467 (Margaret's Cell) e-mail: mbabbott@comcast.net;jennifersbryan@icloud.com array: 3 rows of five SPR-X21:345 modules in portrait racking: IronRidge rails on 1-feet on Quickfoot bases roof structure:engineered trusses; please see documents attached roofing material: asphalt shingles With this being new construction, I have no photos of the building at this time. I do, however have a full set of stamped truss plans,attached. �4c h. mei. C s" v ttf• 1p_= p-'. I ;4'... • c' C6Pg 8� ( tT — 1- -l41 ''' a r a a V € �., -wr, I `"" ..�«� oi, : NIP rale e; ° 61S ° l ri irg1E ® 1 - _ Y tit 6 :t Ci II �� jr � lila }! Mk I Owner: VILLAGE HILL: Phase IV j� z" t �' Four-Square Craftsman Condo. - tg:e n'-i s'� �� .f--- -o� JMName Margaret Babbott and Jennifer Bryan 3 OO II y Y 1 = - - A-i Foundation/Basement Plan �: Location. A-z First Floor Plan d eaw,,,, =W.. t1 S. c. IpIp A-3 Second Floor Plan �II ?� r -o -4,21,'. F lu I _ - •-,�, A-4 West and North Exterior Elevations P �. � � . 1 i A-5 East and South Exterior Elevations ,o, i "`s"' -� Date:. A-6 Door and Window Schedules -s: i I- --- -- 4- 1 :j'^ -�y.. ; , A-7 Typical Building Section sh�;s A-8 Details - a/��ns A-9 Garage Plan and Elevations _. 1 S-i A.f..euce Framing Plans s E-; Basement Electrical Plan E. 2 First Floor Electrical Plan ..--- - \ / E. 3 Second Floor Electrical Plan t (-21 i s — , c.e� _ T,�3 sak -, n as"ted Approvals: Fo..1cei,n).1 2,.c� Sheet No.A-i of 1 E € I !i�s= 0. s I gSp 1C 1 s Y� yQil .11�, /1 z 0 R®/[gyg, ri , r tr 4 (DI - °� 8E 1' ift'8 Y ` — —• t { P 2i■ o o • z ; �., tit, 1 o.eNl s , I 1 : OWee 1/9 e a. -rE v+- 3z.ad 4 1f o1 � J t — 1 Project N )e, �� �, k— UA 1 h� (17-44r,44.11,141,4,4 , . cc 2 s sz 1 Location ILI t�_ C , i Q �2 a ru 9 II s�' o . ,�rn'.M1V 9 a.xxxi.e "5 a spa YI _ R ✓ aPoaiis eOI I 511* - — IFcu Scale: y * e Ow ^ A.- Ovr � -.o_ w waw �i — I. Nom_.," -,-(P,‘AA Approvals: - AL IFF r 1F/ST %tomo. pt4„/ _ .. . 1//+/3 4e7- ///, USF 14, [or<'tz Sheet No.G--Zoe i F , O 0 U � _` t � ` 3 _ � '11'.yV a 11 - i li ' i#I' - ;� o U p b :,q., _.... ;p r fj9 �'1 ii d eft r 9 Ate. � M 7,, y` )� i4,o, i `fil. y1 :.. _ .4 4 i,�tfVp`j� Fid t .� ' SIF ,l !� n H. h ff. a / V .... 9'.2 5_- - X 1 9 I T.: j117 S f,` inlitifili e_ d S 9 3 4( m i �� u s S F n w.,,in„. ,..w,e.,I .IK„n...i.„.,„....1.w,— PFSyPC 3 M r _ . ES P�E€S� ---n r' a r In I�: r x Ir a 33p14.1 ; . X111 'moi ' u Ireil / _ a � 4 P, Pi �regAr -.. SE -ER- 6CY6+-I S -r p1ewru ELE r_5", On-, protect Name V ) _.{.,..g, u+i:. oN_g L.644-751,4-5-t-, (6.'00 Location: _.. Popo da,==wG vc¢T 4e. kr.",vu MA 4 i hi /s II asimumnil � - < I r. [w, I a oras noted _ Y L_ �h f Tr C 11 1. _ Approvals Wes'r =_L E. o-a Sheet No.4-4 of ° roc f /11l\ -I�'`-c� .r I I la f �( (� I ! I F Ftr - I ([ M .iIQ • L 6 III 6 ,1 k Y. C ' I'' ��I -n i. . on j. I 1 I Off. -- - = - I ii TI �I � I � � I ttt I 1 II 11 I1 11 I I ' I /; 1I gi � Y IMr �, , 4_ I a I1 N I ,F.,), .... _ T gp z R 'i 54i1 pTy a P air r `' r a\a 4 ° 3 m z 4 oy YY BUILDERS v. ate.,. .vav-:ns ss I` a z ; C g ay I ":;;',V,::74,7,47; M,.,n..✓ , � ,- ,4,,,.....1„,,,, P S tl 1 ivvum+aw.euwremmm. . I i nei k�3i�s 5 Mill I C v 6� �1 II 4 lorso i pp ,k,p _...— _ --j.2 d 1 M Iti _ k .117-7 T t � 1r4 111-'..n _�.._. � Owner 4 d 1 .,._ { 4 ,z.® Es —Is Fr%etl Name ? _.. 1 I I� L VII.LJ.49 NIJL PR VV �I _ _ __ _ mlf Fee¢ 59uF¢C ' III rW � !..." .. III! I moo 4 �� N9 II ! { a h! Na>–✓eKP+ouMA icy minim, %Irv- 1 m ..a y, .� I ° j`� t fid, ! I b Date moils ! J I � e P uvuwm 9h-'fi 7 8 -_,,f e-a... w.,.. _ U J : ice_ I r _._J ® I I , I � i IF Seele a/8'40 f_ ( 1 c]I Approvals A _ ew+..w u.s 1 I a CP /�p�� T Uh_eDlu4 S=cT:aN 7\9, Sheet No.A I of a ill FUntini.,.,u.. a' J/ tl 1'i t l$i 5@ ill a 4 z•o• ra za ra zo• ro° ra ra ra za za z•a zo• ra za ° 11 *Lit to out of gable + 1z ,Ee to gable. Ill III $zlg e NM MM .I♦EIMME � �.{{{],,z 1 111 i Y 31R" J02I . 1 _'1.� ,'.I 2J1l/'ll Ipppiftli „,, in si blk M #s' hIII� AHi . II , b "U �_ i_ ii11911 n o Hangers'. HJC26 3 h I p 1 1” JL26= 19 SKH26R 1 m o Ill 1:1 ¢ 0 • N b Roof trusses need to bear at exterior = e II N .m= i locations only. Frame "blue walls f1/2or m bthem non load bearing. o+ - N short to make 9 b I b b :— �I fN 0, " 02 ae z ^34E b I �n o el� I b' Rw III pp 1'1• - , � N n t0S� rev/^ JiO1� II Ill zs' Stick framed by others r'�'"„z ,.. UI_I IM __ - pq I. I m' s trJ•/• me• \ j7 c!.Start layout with T03 / —.. . - -. . Centered on 23'4' bumpout. WI rai T,, -fe.-r. car "1Margaret Babbot/Jennifer Ryan 15083359JR Tot Roof Special 2 1 m U n..,axn.»ddm IDsvelo'n=znmva2sacuaMnAult gstrin'95Y W"V°a1J3EF: 72=16.13=5Anal I 7-2-7 131 I 10.2.9 7-0-1 I 3.4.12 11Wd uo 1 27 -0- 0 I 3-lass II I 33-5-05-6-1 Scale=1'62 x 4x10 II 6 00ff 4 II' 66= 66= 8x8 0 3 15 .11111%t w Cx6G ``ie \1141111111111111111111111111: 16 s 2 6- w2 it 14x.= 13 12 11 10 y �: 3x8= 3x10 MT20HS= 4x6= 3x4= 3x12 MT18HS II 3x4= 3x10 MT20HS= I 31-0-0 I udl 7-11-5 I ra13rr: 22122l:I aria eon ° n e3-20-2t1,1l:o1-ax-151.a0•nuwa44$..d 80.0.0-0-4 .0-3-40-4-0 2H_ ppze... lrtu2<ola.130-140-14 _a CIEFL 51 e Lid PLATES one .o a) /1¢). v YesH'14(TL) o el 11-13 *50 180 IAT20145 ===os ao20=1T=2� IMn01 ,ww n MT181-1S 1971144 ivie 0 95 m II o =mx )1.4° w.gM s lb a=s L UMBER ▪ ac TOP CHORD ng x�y$ 8d 1-2o o<wnn.....pi BOT CHORD ba SP=2100F 18E EOT CHQRD Rga..111111 1...anW11.d.11(141-°. 11(8.1,1 WEOGE Right ha SP Hp 1 S LIDER OFF wv.T-1a uencxc ") 12215163-8 n u141 ian D-3-B•w.110 emr(req 04-131 HO±lma.uo•ri 780—== x= lnnw.o.nlau m 11rai,cl TOP CHOPP 1.2..3881/655 2-337211175=-14.4====i=14-15—mumo=4-15•-325957/3 4-54.204184.1 544-32.35.1)17 13.1353.11807 I-1.1,-3914MS DOT cHORD 1 13-5113330 12-13.-20012430 11.1224[112430 10-11=-8===no li•144,45130M 8- 431/3257 74.431/3257 area mr I SE_ng 0-w 12long al alachod mimnfvnwith 2mv a Imo 12r}xrnolo woof xnc a Todrw.0-w Defined Boor osS44 deplaly. 2J vw▪ .d ASCE 7-05 105,ph xme acoL=5ow nvar mut Exp a emus.Mums rs—d..l.a C-C en.rmm m..anile..,kg aria mnl.aw.d .d...ilex 3/TOLL ASCE 7-05 PltiG 0 Ile Maim&anon,Category11 Ep aam�ti rem:Ck11 1.. 0-11-0 -Teo 511Nwode adequate drawler 1.L,..18,40•10,P0.11i, 8)A.ItKvtled[Cabe he.!IN been ...dm no.nm.d.lmmu.amn or pupil handling 8114 xmmmaws.il,.uwnwnwry a ow nPancal0 memos.020 orris 1))A dw"..fiow .11i0�”1111.amm..ed Nei wdw=ma:a.uarame 0oder 444nwm 1.m rr ie.pm.ri,.n1. vo.oed aEww.±Sg�.o(u.mntr,.m nfib mew.and sooa..PAM..BM d11 1.08 a niere ox. mb.mf.awm ausirtn 1. S till. Ill ,. .a wnn,.p....dma.nd.anthe.m..e<went*.of ex.wdn.d,q the w and,.bottom ammo Lo.ovsgp Standard JOHN M\ I m 1 i» 142E 1STa-.. I I %/ „w 0-F' lunteg empow.tole inqg us.±}d I.J..,eeen. Appleabty of&sigh marnee,w}d ff,f,',.,(Pra°,.``,4,.U...,J‹rNek.ShEy of ihr Eeldmg Neer iluadng Dmper 001 ye.31v all&alp marmranm on111,in..im.inFmmame..b..4.....d.q.,....t,cite,.T.th,1.31th.g.d g.....1335.det mild.4.1.8 Been Desare..vspin rapwsibiliry for Lie canner or a.u..y aline civw mfiwr 4.an, 400C",a 1..,..n.1na rdnem,.400 A1.4Rmdnd,. .mSECA=dr,..59.. 1nn1 1 3359JR me.TO1GGABLE 1 4090743 Br 1 Margaret Babbot/Jennifer Ryan 1 '"^°"'°^"'"°°'"° Iosve7oHn7tmvrt2gacuam14107. 43taalamal67.1 SJdSirdiChilLtWy 54-1 9-9-4 14-2-8 18.5-14 22-11-4 27-11- 33-5-0 541 YSC 4-54 ' 445 4-4-6 5aa 5-5-12 Scale:3116'=1 8.90 772 axe II 4x6 G 6 546:432 of YI Y 34 7x18 MTI BITS= 3x4 s 31 e 1 '�' � exe_ lit; `. .��....�� ,. . 5x12 MflBHSC 5x12 MTt OH w z 6 .` S/ a ... .� lar -,' 4 `� ^`,a n d iMIC . H1 I W .jj 11 -2 I B3 poi 1a 7x 4M 28H5= 19 18 16 15 14 12 7x 6= 3x4= 5x12 MTIBHS= 5x6= 4x8= 3x6 II 4x0= 6x8= 7x14 MT2OHs= 5-4-1 9-9-4 14-2-8 15-6-14 22111334-8 341 4-54 4 4-54 48 415 25-0-0 5-2-4 O 1 64 0249 IXv 2.144166412d94.90-140241.p:40176241 IS 2204-441. 04-14 044[II 07070 02444.01-8 III 0.12.0.01 174 04.0.04027[18 0-50-2-070.7111-40.0-240 043:012p241. O 530 I. mp1• 0-14449 5-014-049 andowa. 230-0 CSI DEFL. al Ow) vBen Led I TOLL � 7715 u em --05314-12 >752 no IAT20 107/144 lm9000-44 wits ac a ve vLi n14-5 x .m I emxts .a TOOL mo Seca m WE o q He:2W -0e w1805 lmna ELCLL 4343 code cmm M+em w^Mn1214m we WO 4pxrznT> LAMER- swoon TOP CHORD TOP CHORD 40d 44422 e4•II0oo .adv 1w7€pnneecu 14 204.SOF 7160F 1.118 POT CHORD 2771 SPF.21120f 1 SE BOT CHORD e43 Md ad1.7 7.7 prime applied vc denm WEBS pr 944 SPF ND].4710.9.15 .wu.24 SOF 12 WEBS Taem eresam m 2 W12 .011 Iweb with 17410 131-73'x117.67,77 Inth an 0230192 SLIDER Ln 24434E se4 er 49724-1i 1p21244 SPF Sm v No 2.242 3.4 than. Ezamust cover 90%l..nierp. RF C11 4m.01 1 .082 12431653-08 2.q 082) «L0061 - 2LC7) 49.00 204432449121^vmCp TOPCHO D]-m..cm�¢me. 14 D 1-24-0224441 2-3 '75141779 131 et217..071.,14I-655..y.r001.4-32--547760.2.5-32 53..0.537.58.75374.900 8-377-224WD laauMMse 4.49.24964. (1-34=-8029..171 07957715103.1177.9-35111.0311177.9-1O-nsve52.10.307-70773M39.11-30=-8127/070 BOT CHORD 1.13..710.11792 117797 7•1077179.2.1637 7•10.437772•6-347570.5860.17-.1“70.57.718 17.37r77.570/4Re.111-39 5707586e 16-71.E.43477050 444 04444046 15-41 1134..70.5.0.15-4.21097711025 4446024.41.244 14-41647111021.1442-707.7041 13-44 70717041 13-457077704 I 45.7407.707.7041.12-48 707.7041. 11-12711.7/080 WEBS 404442462 3-1110071184.71-1144/1196.2kle-iaoa.735 2192441.4200 7-18 3,51)0.400 7.15773.94.9019.7715-4M77545 8-14-1540,154 9.147-75114594 Hama- TOOL>S a 430(44. 04 v2011 uL I.Es B:.ua..MWFRS 11441.81.437[.77/140 and nen/4349xd end aid. wmrs OCL-190 pp++WV -18014 b W srea M 1.M me n 4343 pent dmf 16003110 Fo 149$ m ternnomad 49449/.4/.,tSI' diw04 cue End 6492 S 6F204493024 2249 2.2032:243,44 as 4900 Fn OM real 3533)041224 B. .�. 07•1 I. 49trepn5▪5 adn Dia 0 yv1rin�w• 09999 d. I iM+ n4e lee p10402001144.6.2 rough p.giip AM 63012620129.42 II u4n nawn8airy 61 the lout.to=mese date 44949 mi1e thosemue gre en NISI plat.are 2.4 M1Abw101 144.1404044 4040 46204264n 2oo3F. a)mm ds q1 be,clasped Iva 10014149243 24943 in4 rat mruMu'mm.mn any Ow INI177•717 (40449 wrrym 490,44)II 143 Ill 4100094. mvgm 464 94424 1.49. 1y 1009,4 3&ar mevmnlerawldmu Mm2 209 aB164 lep34de32404414212 44 8021 Wand 44411 243nae.{0n.ryn11 18 TMv dl Me.y.e 24953 212190 Net: 4«3 M 44944949624 Rami w»494349/4 R ddes6 aM35nt mxam.ln.uf euwdulSlrtn 1 157 Gr107772d np14plwcs ll44e005038d.9d Peva..ember and nnn em mammon n044 0.d to 44440.end b�.n.etre[mon 54444 14 on ma 1.94..2.ABG4f.4 led 14e Tw16.44400.441�nun me enend ten.. wc4V01 3 ply m SFE)49010 ply 4 SPF l b 249//-049 6711777 thou 226246a 4 4403-0414.4 43 � me7te.2.w..i.01.27.14I0.e.140.4 b conn m..l..O1e. ply 2.4 SPF13 ten 44.0040«8.. 4.9.914 45 0 244 the 4242 444.0 e..2 Fill MI nail htlee Man haw if NI oCribbal With lumber 221°1 warm;Addo4=14..24420 24 2111R Olt LOAD ) a2033410026544448 ln0 iv me m4...304a.n�F.back ,w.n 2.004d �. 3�•H1 sundard 4.4018 7714E 0 • `" e n B.B.-110.7..22 =.20 '- v6ENary Il . ' • B06 464611K2Wg1.2waFl 374-2324 38,2072 Fl302236Fl49290414123.0IE)12223641e4-2434F1010z3861452234 4 44 02362 I i7/71D]Y *77S1e-3'4g. OSC11µE p79,7,„,,,,,....7,,„7.7.,a7.737,77773.77m415 30/0600002240600414.44 pr 02.64344400.4 024440.3440t17.6144 oudadd 00444 4444004}26464114122041116'ex F.m..m BL, o c„.31....8„,...,.‘,..1.18,81,1 ..49243>44,,11.,,,,,..„,13„,..„.„...4..."„04943,49 41150 v1 >Mm iF 15083359JR T02 Roof Special 2` " i Margaret Ba00ol/Jennifer Ryan kb pw mtwwo 14 "4o F0o "°°'m losve8o827mnivnomou_4ynnyRWA cM4unniffevaR8P)Wa'ajiM'H°f`ya 7-2-7 14-29 17ld 22-74 2 7-10-15 33-5-0 I 7-27 1 7d1 34-12 5-0-0 5311 1 5g1 Scale=162.1 4x8 II 600 12 17 4 16x6= 5x6= Bx8 i S3 16 IIIIIIIIIIIIIIIII14%%ibtl192x4 G8GiY74x6 i 111 20 __ B31 ...' i 1-2:'..' :C = 15 14 13 12 11 10 3x8= 3x10 MT2QH5= 5x6= 3x8= 4x8= 3x4= 31-0-0 tx10 MT28HS= 4x10 C� 5x6= 37.12 ea i Iim1 soy 6.2.1304-7 17'74 I so0 eye 0th." 1 eo _ 64x-7 am eo-len E. 11 0-74 C-747501 e- 1 i MOo-5a _ LoAaNG 40,1 SP/41140. 24-0 Ca °EFL lid PLATES GRIP Ver4T4) 70 72 1 >548 leo YTmvs 1461t05 Bea 0o _ Cj'IRC�°'mo' "[MILL; 064 13 777(4' 00 2e0 wa6SEler i. c- 1 15 BC "OMER' BRACING- TOP CHORD 2a8 SPY%2 TOP CHORD5.a8�wry ai.nn.wi.n 01x1-77 p14wis..q 1 501 C144.30 Luster P.mm4x sa 24 WEBS52 244 SpF No 2 B777 CPC)BB'...p' WEBS Yw�;1/474,0471111171rt No36-s .w @T r.a I o-n7 b n'.°77'7.10°ane..µ104(0 vrm..o..e60.„n mw0m.n SLICER Left 145 sr roe 17.10 1404,1 m se:w22-0 end Sasses Bom....1 carr wx awlength vrun i.0-u1.W21532103.e•baring m¢I Lm 03-14 I 102 rMoo0 .6 ml.-44 64220 R1o'- 442.vI24.4.44422,1 TOP CFPC.RD 1.24.2077/056 2-3 3720.9411 9.18=4492104e 10-17-145a4.4.4-170.3100d674,4-5Y10414743,5-10•724100476 0-1804102/576 07194.2252/500 7-14 .1.1.40.520, 1-15 .51713977 77-176217418.13-14-78n4"17"3"15'3755.I 1-' 415.3255 70.116713777.0-1°'-'557)7773 ▪EBS 1 IF 744 w45 3.1FF 7100"a 44„22„4_14,2311140 alter W a y x.mme 77777°17'7°7.m 2 w..nm(2 ry3." 7yyr'c a TaiOm.w..wn.a s.ory 00.mg.w.+9+425P' Ort ervxaw..440042 Cat,e42,4 4„4,444,uwms la.nal..a„4.4442,2,1„,4,2m44,„4,,44,44,,,,,„4„4.4 ae..wien mOI8 µ 95p Wo1 60 3,TCLL ASCE 7.05 PltiO 0 se fflet roof 44044 v,0.x uE..B.c.iIVC4I 4445(444-0 .mqr 5,Prov d4..nqw u�...xe n preventm w-450 S I these r..1 w L°77-0771•7 F77 6001 76'7'7.760to+T h4I o.m'''''n.xorixa n..w...w•*b.a m.lnIxu wire.....oro-.:_m 7)All gas are M720 SI 1144 44104.4412.4. b pi�e�v.na 100m ..0 live lass 100w.e...4..a arxu..los m. q.w eme n.nu.m047ib Wig'7E77"1.7771 m *maimx Paula _ � ~ . a 'ox. ..rmm.a. wmnvpirtn 1 1TMi1�0wso . liwdmre+ w.w2) w. w .v�1� 0aeopn5e..1.88860& g e.w.wo•mvr.77.e. 13)w..nwmews xan+.m and.weer b'wtr w...gar Imoo+of to 4,401440.m nrom is 4.4441.4044d 64.0 WYBF 5vwe •. inr XMNY �PRESL� fPIm /3-3-3-yyy11!430% 1 /WAELLe°49 gryy Etf' 777''`.71''''" www"La" mp.77'sr... ..4r...x odn =.4.eee .=r.=.....ww b..r 5xn®n Tr. 3664580 mu �m ath Tom Tororrype. ON 1 .O Margaret Babbot/Jennifer Ryan 15083359JR TO2GR GABLE 1 u'^- Fd[ pryoory, - - IL)sYe7DNz270mv0291cueamnw-[°d_',.m" iw"N`Pr'd ' _b' > re 31vMsyP 7-0-7 1 14-2-8 21-0.9 20-2-8 2B5-0 74-7 6-,o-1 &,01 3-1-15 4-2-8 696= scale=1.54. 6.00 t2 4 6c c �'. 496 49ao 30 ' h 'i •5 6:4c I , V 1k . /9 V \Waal �rs•1_ om � B1 B3 9. li I1-28 16 15 14 30 31 3213 33 34 35 12 36 1137 38 39 10 9 8 "1-2-6 4912. 898= 5912MT,81-15= 49,200 5910= 5x16= 898= 5x16= 5x10= 9.11-1 1011.13 1B<-J 18-5-15 24.2- 28-138 241.0 9.11-1 0.11H 836 0-1-12 5-69 3-11-0 0238 Rale v1.II 0-04 Etat/1:0620300 Y004.0.2.121 1402.0 P 4I 7.0oe Edge]V 04-20-2x 4-0 4111:0 04-81113:0.0 Orval iwµ0 yKygry n (ml v'4+ Tar• 5�15 PlebLGrp we lmPtArimsens ma 1 11:0 B ak o U � ReplIRolIry k w , o7 .w o ridr 4% SRACINOr TOP CHORD zo SF1 210DF I it'Except. TOP CHORD Stroorni.orYd TI Ore SPF Ny 2 BOY clwe0 Riga miW dreg®phd 104.0 cc sewDirects WA SOF No . DOT CHORD.2of SPF 2100F I SE W EBS 2r4 SPF NY 2 O Zyri SPF stud'Boar Siot SLIDER u12 sx Maas ZOOS 913933 w01.2 SPF No 1013 REACTORS. mciede) 113344Os.•wmq dock)deo 0543N0x•wm' 1iavreI too 0641 oa No O do ugmrm(LC 7)71-321)105r FORCES. vo-w.Om1.cc. m(5 or orproptvetw m.n S▪OT CHORD 1-16-9.293919.1310-011.9727.1415.421/58.50.14-3580)6939 3081•39a3osr).31-325(10.5338 0.9,080.539S.13-33311O.572.la-No.311(3571 0995-3199972 11454.119.5572.It-moll 313572 11.33-31ansn II-37,511/5340.37-38 o.511.5340 390f0-5105340.10-34=-51115340.050-35509st 0.0o641S728.74 5.57/5.513 NOTES- 1 r ae SPF 2100F 1.9E 5.ew um 57 await l onscota n trent race vlm 3ro9k or loo land)cos.yam 3o.02 Triad 6,1.48 user iartw&rang rooftop.swab= 2)019 Svc mE TSE Among um Ir long airy 7 wJ.e lo les*.va 3 mod we rad)31093 749 awed s'ao II Tris mewv tease Mmf 9090051eniw wwap= 3)990c ASCE 7.0S. mnpa.K01,5AY.scot.9Poa.Sam tee o.E_m e....awf.MWFRS), 4I£4111.1-reit And rcn1 emm:ench9n9sde wmmr 2-cm pu..evweiy.En mm exposed mw74l7rmu m enreeL w swdsdrnpmr cw.Eo Owe se.ldvme n. Masa rose 5)�:9SCg7• em e. eP440Donr 1.Category LI E or B&s1wv Ear:COI d wy.v 4.09+ we.bar emadsra 80•31.0 4Nry M 7) pate.pa�/.lase 00 Ear eµ744 m>wa b gxes.nm.am 0 rdiq vmioo am emwn ardiw4 II, 0.39[03 at.Manu.m�m.we piste er1to mad�,a 740-won.41...em....d 0)141 10)0.0ma102wvd:r o&_,..w.d...d. beam 5 wary coo wl�.,.chock,t,...by lyeanngw.w a".F""bng327.0 tamer pont I a148174 pirya .m. :s d.loOr amy�tM:: Job Teus Teas Tom°" Margaret Babbot/Jennifer Ryan 15083359JR T03 Roof Special 1 'Ion """'"'°°"® ln'$VR4M4n7,jmvn2946u44>n2yd 4eldnAt'3XPJAn 31 e615415, I 14-24 ia,z1 20-74 0-0 1240 I 27-1-9 4 "6°,° • Scale=1'65.x 2x4= 6. 10016x6 6x60 56 8x8= 4x61 Alia 5019 6 /\* 442.00 , 2x4 4A s31Bo60 94xs6./2 10 21 I, _ . 17 16 15 14 13 3x8= 3x10 MTSOHS= 3x4= 3x10 M 2OHS= 4x8= 3x4= 3x4= 4x10. =- I 31-0-0 _ liuf 044 soa I 16-74 0-2-13 I1 7140 21 20,74 xis 2;10-e121 0-2-0 5021/{ Nat.onsets I_(1A40-2-I sr,Iwx20444lso-w aur 011313-u.Fu:.4 SI an2. -2)r Inar-124-141 1338 pram(1.11 SPACING. zika cs. DEFL n (k.c) vami u'd PLATES arm TOOL Sros4416 0 1466°.MI- 1 15 56 0 00 664T14 46911.13 >574 162 4 MTIDRS :eenw moss- 70PC TOP O,4011 .e�.�ie.60 1 TO 2,4 SPF BE acre BE r e0,CHORD Rsed do eIser+M244 lmin,wu es dervaz 701 See 1,46 2w2wa 244 SPF No 2 . WEBS 2v1 SPF Kb 2 0,2,464F Stud'Except. SLICER 2e 2o0 See fee 2su3 Reel 16 SPF xaxa ans. � - x.434?na152044-� w.o mSee 0-116) Mee U411,16.47SC 6) c0 . .6w„<Mae Ten �1x) RACES. u. 0-21°,4204TM 16621.41.312,722 11:611526/7136 SOT CHORD 1472.5,22302 16-17260/24.01.16-10 2[121,74-2-1 14-16-3082881.19.146-30S2061 t2,13-681,264211-I2561/901:12 WEBS 3-17-4306,774 5.176.162,1054 5-7-164/1223.7-15642574 S45-.160/1147.41514,755.24 3-1102,220 11011S- 1)2,4 SPF 00F!6€bunre,beck IT605eu,II.va,.n to r„mee ewe 2'se.of,on 23131-23 w spaced 3'0-0 a Mei,ee.. Use.Defined a..rma..nma 06w>l), 2)wed ASCE I-06160mph TCE245.Opel- -6 rr �2 ^1° Rs -„,2e a E„„dm.ae eM,.,.,nnedeel� ee..a.lee 2)TQLL ASCE 7.05 161-40 0� w`%Iv :a .eD0 � p (,464, Category f 1.23=50414 a)Unbedaneed 34,64eade have been essudered ter en Selman I”es!veered gate.have ea been eolpuede ler wsementd..,<.or.Ron n.nas.b ereeet,..nee,..Ito the,...o,.ary el In.ryeoed mnumn.OM alma ea 6.06,11for the*fedora 7241 penes ere M120 Site.vie.otheronse messed ej pewee. .. etheat ane.�1.�"n ": "edw 10 m.ddIe . o9I2eenee4Reedneel ene eb.,n ANSIeln I)�wP pie/teas 4" used we/deend les nee a&apiece! n,. ... we. 13» .. peen de the W6646 bon=<,ed. soon aassol Sw.e JOHN 99 r1 /if 7029 ?y /STE'iW ,a4u 00 116474 ii cele M14,244 pe,ANSVTII ipaley reeereems Plan 401 bedew ad type 46.424 eeeeese pees 466 unenew need Ilus liege 6 te.d epee peewee4,,64.42.444.6.4e2e4 beelog 4,466264,1v eveliel me leak,37666415 Appleaelley 4 deep,...e......i preen 44246,64 4 compote,useseanhhe a the EL6Wing Deeper Euadme Deeper 2.6.47,16,0442,0 the deur "W mmanen F. e. ene rs . .mom a0: em ry a..wa.2 .a.nme.n tex e.Rc..onr...nee Ines.. Job Tun T„.110. u. IM Margaret Babbot/Jennifer Ryan 15083359JR TO3GR Roof Special Girder 1 1 Job Raorems a Omani"^r"'"" laSYe7oH277rjmVro2s4cuwMny0-6666 `Iv'a'VenN8 2' gO"s819 iaV§`gifr 54 7-2-7 14-2-8 21-74 23-7-4 25-74 27.11-S 30-74 33-5-0 7-2-7 7-0-1 74-12 120012-00 ' 24-4 2-7-12 2-9-12 Scale:3/16'=1 4x10 II 6.00 rif a /11 868% g p n 4.4 30118,1111111111111 i6 ,4111421.141544444441. 5 5x14 MTI6H5= 4z6. i11< 1 z# II 4 12= s 97 sxlz n 17 16 15 Id 13 12 11 10 ( 6= 3x10 MttOHS= 4x6= 2x4 II 4x10= 2x4 II 1121 3za= 7314 MT2OHS= I 31-0-0 122 9-4-7 14-2-5 19-0-9 21-7-4 25-7427-11-8 30-7-4 33-1-8 4- 6 14 63 4-10-1 0.161 2-0-11 4-0-0 2-4-4 2-7.12 2E2 05: PITS Y 0W2O1-411. J air 4R aM-A ED 044-0-0M P 044 IMMO, 4MM3-4 Ed ]..l 4L 40-1.1 LOADING(M/ V ICU 40� hoe TOOL 15 0 o cos pc moms) MMLIT o.2 12'10 MMMT W.M4-10TETET 1% "la rclly.pMoo 2-240 os T‘,.,...pi. UR/CNC- TOPc TO,CM E T4 TM r[21wr 1 ee as9-7-wins Iltta5u ea Dm-cI'MHoRDe2 MT I�Ex., SOT CHORD RMd oxm ssavaawf bmmg ea 3),4 OF 2BS05.23E T.Brace zoo SPF No 3-6-13 ALBS A'[.>M WEBSFasten MO I-Nod I brone narrow atm SI.w am lm co vcar na To a c:mm am nimmem wxvm.xa+srs w7WEDGElm. d...M..,"50% wb IMM wxla SLIDER LEY 202 doer w 2 M-10 PVt1IrKc M+wl 1.2092,014 Om os5.v remuu Imn 0-3-7) Max Up01..544.1.0 nl¢30) P0.c w1 Um am a1 20<10 M21980,C IS FORCETop ci01-Woiva0, T-.0 €-34a .is,n73ll0 H0.422mw.4.70,4221Ie1.20-21365/157.5-21 S ,,,,,212.54 4301.82 7-2Y-6301.282 a•22M330020.2 6.90.4062/180 1)w d OSCE las.IOMM TCR>S.,a.eeaz.Rtn=wt en v.Swa.via.9.WATTS II..n.lw..w.e w rgnr.now.em mMMIM..woe.]tenor Dos',60 MMIMD01.±1 00 p)a.,.mo.o..,,p u,59 B.P.nar rm CI,I.w .eagn rM< ent Semis mpegrpolo.q mite.,emaa r w pemnmmsoco..rrae howq ern a awn amsre n v Pt nvalmvry or mo etmav eixreae pate wm SIN TTLazo*ma eme.lm.aw M ioom 7rrim Om .,e.p e-a 100 M enmm mood wM Imd mwmam+.m-r✓tor uwim M others)of mo m sonny Wte4gw nsswso sere wfinjnn ao M Id udma�yppu 0,This _' navel n®w.m m.now nuv W vess.nreI cos.555 0 85021't1 end oRPM ho w tem M..r o-ewe adSirtn I. rv-u �s a 'Mt*-M MIT moa wa/win d..mm ad 40.0 of 20-k,m amuse 5.0 wt 5N0..0.0 m rv0pem W t 0.6^.4+9 ma W mom b;0°°Shone m(0vv3t 4,2-12 5(0 IMO 251 went To m,n M1Mmr4n'MOM ST-TC IL tete M d to mnrasnt deo 1l 4 mnmm0 14),�OA £Sw .rvml tete--n 5a m.4-5n em a.dimied.,Mo.IT)a ba,IS LOAD Mume0 4mm.Im-TTI IS PUS iw...1 Is Mirlonn Loess 6+6 Vet e-1ma)(.11(0(5)1252;0)1mvw am(5)1 l>3 8) 4�� 1fWres£rY or Y ./pp ]029 IST. ,49 Jam n m ry Mnnv r n,1a ecs i oo1<pumnt+ a mmee M.mv a ry .1wd m.nnl Mvw< .w A ?'vTw` 00 - m Margaret Babbot/Jennifer Ryan 15083359JR 107 ?Roof Special 2 1 ..i.b_apponao �.,.,.`0m .,p ,,.m IDSYe7ON2070mVn2g1GLL44y 9, liIye✓Ld111461 tld9fYR"Rr a of 8"58",3 e 7-2-7 424 S41Y 21A< ' 2&44 7-2-7 'r2-+ 2-0-06912 Scale=1.61 6x6= 60012 4 t] t6 8x83. : 6x6=5li 4x6 � � '2EI . 120d} \111111%%%is18 d q ' 3 Wb 6 rip C _ 14 13 12 11 i0 4x6 09081 446 . 3x8= 3410 MT2OHS= 4x6= 4x4= 4x6 J 5x6= 3x4= 3x12 M18SHS= I 31-0-0 0 214-4 I Pleb 1 I&x� 1ao 20-7-1 541- 5.4 =ortum v 15-325-24.I tilaoa1 B-D05-582 .0¢1¢034 00-2-25- ..00-11.15 E.._124-1anv¢ 1�n (0) 50'58+ 02 PLATES ORIP Pleb Gnp DOL 1 15 -10 o 21 v�rii .24 12.14 >IMO 244 MT20 107:144 59 1F-I4 3.en lea M-1201-19 inica ReP 002223YES we OBI 0 "' aca 2-o a� _ ^I m^a=1 0cog" II w5- 2-0 w.q.15710 Fr=4x NG- TOPe TOP CHORD .r..umxae applied a 22-70 pan...w. 75 2n0 SPE 2100F I BE 244.parIns134-0{moo(ESS 24 SPF No 2 of ha SPF swe 1"mg' oac 202pc w loam ROI SPEND z 3115 SW2 + 2 214.4 SPF No 2 FEistan(al 1 and I a.m'n..n.. w.ae.m 104 05-1'5-]mile.elm.e.man minimum REALTORS m0-3m 82l5110sa.5050 wal Ogg 63-12.1e,.m...m..Poa9..a�..m !Mx GJay 1=215311C 1).0,1302(LC le, FORCES Se,-Max Camp Mt.74:n•alb...240 less ism.seeptesen ens. TOP CHORD 1-2--3875/658 2-3-37ismre.3-15.•.4101541 it-e-retert.1-1(131071.80.4-17-sniffle.17.1.5.-sosonss 5-104276/752.5-10-s8 amen.sie....35wvoi2 130-1 CHORD 1.14.-6120.323 0-14..272/24M.12-13,272/240 11-12,-7204777 10.1-1 720..4777 9-11 -.175.3.1:14.e4470.91.44 errs a.w-B54.20,5-1. 1700.1-507.4-14.-182,111y 4.12..48210B 5.12-2o404.4.8.6-110010114 I.!Wind ASCE 7.05 ICOmp.h. am, DL*5expeatrti C.{kw Fnmnbcom and loon65-.°eca-.5ow1.. m's*le 9np%-n3)end U:E...aaizl 0 5 cn:eu.,.,.:b paw ceded"weeeu...nI I MWFR�:+p�i�E.m Lomb,1:01,1 all 1.. fawn u,. . '''55042-."°"9.a% wavn.,,d...m a l02h .., 578..a0.m,4�m..ie. 5,mw.ema..r.t.mm�2ti.580 ®0 4 • 2422 ind4eled (0 This.Wua.s has 9 Roods '*,°°�,�bI I NI paw Are MT20 plates 824122 y*0..)58°5»�i:*9 we wade ofwthe�"g47 etherk.{01'°�Sli.,)I.m 71 a„wm.,jSI.a. 1,317IV Inn isfinned 2.5-4.,3.4,the 205-,1.nmss..w.O.I54Cods..,m,.x�.IIl.m 2-&2.102.m nlv.mai.ewS ussirtn.. I11G Warm? wince � &e dd.rc el...ess 1550sociei was sa mrs se®2.°58,.0°,�ncam4. 0(1 im�9a1 remanent and.emm a sg b 58500370Nv M e 5-i.mnp.at mrmI.2-..n mu.et i /T�^\ /17 4D% 00,437 3 1'E 4 11.1..5.0008,1.f.ilwx..<6 re ANS.Lafri qua] ,,,.... Maim till t.,a vut me n.c 5.61...d........i a pots mmss emennve eats This Ll.cor n bawd upn pareene••.bri..and Is fig an mdr.xtual 7010., p o w 95-8.2, mrmom.mazs s2-guidance,„.j., .e..,mm4a u,fr.m s¢x—Th. m Mw r lob incs3 hv.,w °^ Margaret Babbot/Jennifer Ryan 15083359JR T08 Roof Spada! 1 11 JCL,_ '"w'E.v1Rad[ - l0svexolunrrlmw2ggauaavralwob%F":<'d€ .Silb'n'dpU'PA1zo '«•lYR4:1s.... 7-2-7 14-2-8 21-7-4 23-7-4 207-4 315-0 I 2a-2 7-611 7L12 12-00 ' 500 1 4-9-12 Stale=162• 4x10 II 6.00 FT d �l 18 19 exec o s. 31x 5 6x6= 6x6= 0x826/!et 6o z ' IeP/ 1 s zz w. 1-2 16 15 14 13 _ - — 2 11 0 3x8= 3x10 MT2OHS= 0x8= y10= 'Ixd 448 324= 0x10 C 3x12 M18SHS= 31-0-0 9-4-7 162.4 7-3-1 1909 21.7-4 23-7-4 28-24 311-8 M 603 6-9-13 1-18 1313 2611 2-0-0 500 4-64 197/144 ICU o ft 11.0-1-30-2.15t 1-541 11 4 '+^^w^! 4 . 11{{{24{14] mauol41 'ae o▪ wiw spl _0 s.,12.-14 nog 240 PATES mix M120 TCDL 15 771.11 en 1.0 oRate Golp COL 1 15 eemx13 MUCKS Pe xeY ] wn2ne100b 2FT� WIMIE2.. BRACING. W I'CHORD 2.45S"NO TOP C HBB c{2 dot b spm x 2-4 m pulnc euei B OTCHORD 204 SW 2100F 1 0E 7 we BS E.wx em CHORD Pref cebfo 0rx>;iped De 9-1-10 x b..^9 3 SLICER un 2e SPEW. Pyo 2O SPF No 22-24 P in 0-x06@205510-38•da:m ma l l(6x 05-06 160"to 84-61°7760 6) NW 0rn102153LC Awed/I�{LC 19) . TOP CHORD onp�a0n0{Homes.3-17{3n10(� 1 - Jam .39l2a2.4-lg-411-50 l9-arern61520=+:011770 x{36{1107 bx1o41409027 2)BOT CHORD 1{6 5.15.53.26.15-1073/2441.14.15..2717441 13-1473.0.5070.12-13718/5070 11429.227:2663.10-11-47_44871 61064241,071 xtEss 7-16—setca 414-2.as2974.8.177-32nnm 7-1 -.t3(1.2757 0.16{.10211120 4.14.6-3552401 5-12 .33.112209 NOTES 494 4104 awed r ft Ca x9.60.ASCE SPF 45 MF 1 SE .Tcc 55ot BCDL°5CY.nosKK CnI.Ef 8684296 MFRS Po6l6..IvandC.{E0w'4112l6 ontlewrefta�..an�i.wam6w w000 efIc€mepoc M n•nera se tweet MWFRS P 27871 eo p3.1 1NDwol 94_2176-04.8.6 CSOccY C.Dm B.P.rvaly E1-.0101 I 6.6oto0 ..p.qn x11106 paw"vela pwe. at •w1e▪ �baa 66,666:96.8 64468-0,94-08.642,266.6:44.66764690 t62288.2261.41:666:648876 R is the 74969-019 4 n.intor 1404646 .m6 to -02499 vs w•20 pm uew.m1nveima d I.epw.644 mea to a 1D0 M babe we w6 pm I oo 141 TM 610 6129-1281-02. SIfii.N96 dl"1- o 0En1ha046 nien.rtmama 1-.l mmvmnte WR 014Nawua0RTmyanel•.4 2l0Tlr{nwnpMa 101T1u.mo®vp n OJIOSSC 54_the aoxlqut (440a.0 64eavo_4d!SW 04 Pen0Oxun nlnxef amwgnxsrtml II)or.psw lmmsmq. depot ue sae o wan.nston 4 ve 9-4 l- wE mad bo-mn chsca 1wD C$SEPI S904 rIs' JOHN PPE&EY - ' ). 1 / E3a29 kg 1SlE'> (y5- CNK E17 _. _ _ _. _ 1600..16110ev mwTmmo.nmsel mwuw(BCC!)fix cepudor gaup MilViff 7.eTLI.I.1.ma tt.ogo alabk Iron 5.13CA.413.3new00650 wMw w MY 15083359JR 1'109 (Common 1 1 Margaret Babbot/Jennifer tsur I¢SMIONetfOnVn suumlyureeeaerepeoes 0-HIV meakK r-z-r 14-24 n-z-0 27-24 ]8.r ... t 741 701 51.15 4x6 II Sv'ale=151. 6.0057 4 II 56!. Ld 0 320 21 2x4 O 2 11% 5 4x6 10x12 II 6 1 le 18 \\ R t .1-2.917 t9 10 9 8 13 it T> 1 3x4= 3+4= 3x4= 4x10 II 5x6= 144 10-0-14 25-11.0 27-:-6 tf.- m N-54 e—tt q• 'tcaA. o+a4vW w.dm tokaitia SPACING. 2.043 ON OFFL in pq MeeR lid PlATE8 IMP nno 'h W7 Rep&nu Iry YB WIM1 1118 14"4-111 0w0 11 6107 xa int FT' BCOL 1.1111801 BRACING- mnx awlerl&2 2-1.pnem 5eaCHRO ww.,,z4,d+tywo.,au 234n Nzmi WEes ZA4 SPF Nu 2 hsuex' SLID5R Pgnim SP Ha 2 eoA Win 0-2-10)-i-le-n-„<„01 on,.0.2141 Max Harz 1.BISC 7) Mniu pp Hoo -1,01(1.0rs 150 Rm.- ewmn\7en 6mnv WENS 1.100.545211 4.$@,6.40M0 SEIP61.591 54H.N(1(1.723 7-11 .18B/0 19 1.1..”,437 7.0.1411 II 14N-150V331 6.14.7SM,11 113.17500/33 IME".1133179 17 18 pa:x.3 Iti 10.171111X 11 WinJ ASCE 7-C8 100mph e. 1GnYbS st D.SQalt af h0.111 8);:immu a a MW%RS Mw rl+e C.4 M1Wp¢m Ie 0-.o s70 wr end rite.mnm wn MIen1 wi 'VW (. _ 4.'C s mnyi ew M 84 S MWF RS b ree.ewox ;LO etbr Mµ140 AO VP MEQ eO TOLL ASCE Im 2--40 o re rw a ¢a. Cayny II_c..Partially Ew. e.I .I:tttalIWO kV.bad milla.rad ft!, wodevsf a o Mn• deacw neosp id<ma's eawmn.50 1,a mouuk W M iemm m Rama Wmwe lia R.0ryt0- 4O maq imp toad mrmmneia emaryo8 welm 6)PrOVKI.dm payumv lb ogm�tj.ri Non 0�11 nw7�I0 p nn sl sen d drys iwyryiw4y Mmw Old evh modM w used m the auiWe dopa a a. dor LO8 CN4sl suiea4 . /;,:."\ .1 ° E . a ei Thu ov,01...nt nitmaked ro.,ANSI/M.3W,iAyu.Ln.I. Plata A.11 he of'an mod type thom Ond trvintd 8p.coil .0.0.4.wied Ilm•armgo••nwe.i.r.......“.n.....i.,r„,ped,-,e,a 3n14,mho,.ihit*en for aaf a inanm Nmli miid Rims and req.eromia r4 Mr pmfficlulf mg nd gx.m•R;cods,athrdoence,II wUng Demper.m.epele**Ipb.131y 07 570.rrt....srt t.,'owLimy nmpriy rW . . „ ..1,08ma P.m . y.a .f�y.efad .a.d,m <�m .h.�ax.Aan _.R.e.�o. Ebb .033 TM.... CA 41 Margaret 3obbot(Jennifer Ryan 15083359JR T10 Common 2 I 1 ..uM.,,„ .:<.i u.,.mrwue+u .... 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M " 00 1 M1 1,&MDOE NO I t pw... I itl 0011 SOUAtQ iV STD iL E BASES L-FEET ON fry11CKFOOT NEU I PASN LA6 ONPC„ClsOD44tl PT I. - sosPLARYouNr sto E 1 rvfOPLLtfS Sv R]any 15 ! IR01AOYMOiE4 Open L-ferit DOWN idECONDD4418PT I I r A0000SrART POINT ceNTeREOINROOF RUNE 4 2 EXACT LOCATION OF STRUCTURAL MEMBPl$IN ( a3eomais (h dtC91'oof tateas ne�ded AEIATION m PROPOSED BASES TO BE V1iW0ED I to maintain aphrop Tate rail cantiTver VALUE. .INSTn1 L bvFCTAT xso IN-L195 SOLAR I_ tq- UNLESSOTM1E MA00000 RA&SPANfS&a'. t t 005 OTHERWISE NOTED BASES ARE EVENLY I SPACEDLOAD b STAGGEREUTT as TO DIAPIFUYE t f LOAD. 4. SOLARMOUNI MA0 RAIL USEDVER 10" 1 I ADDITIONAL 20305.0TO REDUCE 1 E i CAN*RT£R W 05YDUS BE USED HSETOACT0AL FRAMING 1 ( ) _ , j CONOMNS. 1 5. KEEP SPLICES3'MIN AWAY FROM BAS£5. I 1II (I1 6LIL. . AWAY WA Y DO A O 7. SODE RAILS A5SEM01.A AS NEEDED TO AVOID POSSIBLE SPLICES/BASES CONFLICT t t S UPRANGE AILSCEN0aLNE StH1BEELrAND1PtlTHE 0,0301THE MODULEFRAME FG5. I+ 9 0 0 1QoARMouNr CLAMPS AT I20I0-4R 5 TORQUE VALUE ID. MODULE FE 61 30"na01g'% .FRAME I0T6Gr tt ROOF. SrST>FO A$PHhi }000:GLB I I I li -0- 1 100 BABBOT+BRYAN I sce: 22 FORD CROSSING, NORTHAMPTON.MA 91060 1 f I w. I TINe. ARRAY LAYOUT It Na 113667 yoatK lomrzoie I I j t Des, nDAN/EL Ioesr�Tool- sOLARMOUN T460ID6I0590N TOOL - owgvnle. 17'=I7P 1t sIz>' n.n ""— °,'"';°° n. a ce�o SeriNPnR Ddle1 SHERU/fl + __ A-01 Open L-feet UP on Quikf _ attached to roof structure wit 2 R5S1/4x3-i/rfasteners, f�vj pV Squared and spaced not more \ 311 Wells Street 0001e O 0,0000 00 MA 01301 413-l72-8•738. Je95n<pvsqu&YhamP SUN POWER ,~ HIGH PERFORMANCE & EELLENT DURABILITY �_ _ XC020 SERIES i. et • 20.4%efficiency Ideal for roofs where space is ala premium or where future expansion might be E20-927 PANEL needed. • High performance HIGH EFFICIENCY6 Delivers excellent performance in real world Generate more energy per square foot conditions, such as high temperatures, clouds and low light.1,2.3 E-Series residential panels convert more sunlight to electricity producing 36% more power per panel- and 60% more energy per square foot • Proven value over 25 years.34 Designed for residential rooftops, E-Series panels deliver the features, value and HIGH ENERGY PRODUCTION' performance for any home. Produce more energy per rated waft High year one performance delivers 7-9% more energy per rated watt 3 — _ — This advantage increases over time, producing 20% more energy over the first 25 years to meet your needs a — t2ora r 3 nes M Energy ll°xa Per Rated Wan Maxione Solar ceps.Fundamrnoy baiter. ° Ina% SunPower E-Series Engineered far performance designed for durability. 0 9a Yo 35%more, > 80% year 25 Engineered for peace of mind - Designed to deliver consistent, trouble-free 7o"d Conventional energy over a very long lifetime.°s 8 60-a Designed for durability50% The SunPower Maxeon Solar Cell is the 0 5 to Years 15 20 25 only cell built on a solid copper foundation y8 Info Virtually impervious to the corrosion and 3 Power ainfHHigghrem [ _; cracking that degrade Conventional ax g °` \YZf/ Panels d5 la „ Pb llghNndumd 6aoD g adanon #1 Ranked in Fraunhofer durability test ° � 6 . High Average Wmir 100% power maintained in Atlas 25' 4°% setter Low tight and cri comprehensive PVDI Durability test II Spero-al Response 2 High Performance ` .'ti Anti Rellecive Glass www.sunpower.com SUN POWER SUNPOWER OFFERS THE BEST COMBINED POWER AND PRODUCT WARRANTY POWER WARRANTY PRODUCT WARRANTY IOU pU . JSentForkern - -- , Sw Powas .- "'.• Traditional Traditional no. Warrant Warron 75'% 0 5 10 15 20 25 0 5 10 15 20 25 Year. More guaranteed power:95%for first 5 years, Combined Power and Product defect 25 year coverage -0.4%/yr.to year 25.° that includes panel replacement costs.° ELECTRICAL DATA OPERATING CONDITION AND MECHANICAL DATA E20-327 E19-320 Temperature -40°F to+185°F(-40°C b+85°C1 Nominal Power"(Prom( 327 W 320 W Max bad Wind:50 psf,2400 Pa,245 kg/ms Front 8.back Power Tolerance +5/-0% +5/-0% Snow: 112 psf,5400 Pa,550 kg/m°Front Avg. Panel Efficiency° 20.4% 19.8% Impact resistance 1 inch(25mmf diameter hail at52 mph(23 m/s(. Rated Voltage IVmpp) 54.7 V 54.7 V Appearance Class A Rated Current(Impp( 5.98 A 5.86 A Solar Cells 96 Monocrystolline Maxeon Gen II Open-Circuit Voltage(Voc( 64.9 V 64.8 V Tempered Glass High transmission tempered Anti.Refective Short-Circuit Current(Ise) 6.46 A 6.24 A Junction Box B.65 Rated Max.System Voltage 600 V UL& 1000 V IEC Connectors MCd Compatible Connectors Maximum Series Fuse 15 A Frame Class 1 black anodized(highest HAMA rating) Weight 41 lbs(18.6 kg) Power Temp Coef. -0.38%/°C Voltage Temp Cool. -176.6 mV/°C TESTS AND CERTIFICATIONS Current Temp Coef. 3.5 mA PC Standard tests UL1703(Type 2 Fire Rating),IEC 61215,IEC 61730 REFERENCES: Quality tests ISO 9001:2008,ISO 14001:2004 1 All comparisons ore SPR-E20327 vs.a representative conventional panel:250W, EHS Compliance RoHS,OHSAS 18001:2007,lead free approx. 1.6 m2, 15.3%efficiency. Ammonia test IEC 62716 2 PVEvdufim Labs"SunPower Shading Study,'Feb 2013. Salt Spray test IEC 61701 (passed maximum severity) 3 Typically 7-9%more energy per wan, BEW/DNV Engineering 'SunPower Yield PID test Potential-Induced Degradation Flee: 1000V10 Report,'Jan 2013. 4 SunPower 0.25%/yr degradation vs. 1.0%/yr cony. panel. Campeau, Z.et al. Available listings UL,CEC,CM,TUV,JET, KEMCO,MCS,FSEC "SunPower Module Degradation Rab,'SunPower white paper, Feb 2013;Jordan, Dirk'SunPower Test Report,'NREL,Oct 2012. p --�- 5'SunPower Module 40-Year Useful Life'SunPower white paper,Feb 2013.Useful life is 99 out of 100 panels operating at mare than 70%of rated power. 6 Second highest, after SunPower XSeries, of over 3,200 silicon solar panels, Photon Module Survey,Feb 2014. )77 1046 mm 7 8%more energy than the average of the by 10 panel companies tested in 2012 R R V [41.2 in) (151 panels, 102 companies(,Photon International,Feb 2013. / B Compared with the top 15 manufacturers. SunPower Warranty Review, Feb 2013. warranty For + •_-- - - 9 Some exclusions apply.See warranty details. 1'- 10 5 d by 8 panel manufacturers from 2013 report were tested, 3 additional 46 mm N H -- --1559 mm- -H silicon solar panels for the 2014. Ferraro, C., et al. "Fraunhofer PV Durability [1 8 H [61,4in1 Initiative for Soler Modules:Pod 2'.Photovolaics Irnemational,77-85. 201k 11 Compared with the narvstressbsted control panel. Atlas 25+ Durability test report, Feb 2013 from 2013 report were tested, 3 additional silicon soler panels For the 2014. Ferraro, C., et ol. "Fraunhofer PV Durability Initiative For Soler Modules:Part 2'.Photovoltobs Inremalionol,77-85. 2014. 12 Standard Test Conditions(1000 W/m+irradiance AM 1.5,25°C). 13 Based on average of measured power values during production see Ma:/(verreseepages.omfi kx mon rd....idmnoSon. Fn mats dwils,.s.ended daddies:www.wnp wer.com/dna"Mee.had safely end imal6nnn Ineucnan,before using db poducr. ember 2014 SunPw,sCepa-ation.All rights rammed.SUNFOWER.the SUNPCWER logo,MARON.MORE ENERGY.FOR LIFE.,and SIGNATURE ore trademarks w,pi°registered NM'W.aUnpaWeF.Gam CCc eodam°rb or Sunvwv Corporaror.5yc&aeonr included inha d°e.hes ore vban le charge wihw1 mace. karrom a 501260 vw°nlv_US SOLARMOUN PV's most versatile mounting syst Anee 1.1 •••• Ground Mounted RooF Mounted Open Structure Google Campus, California Solution Solution Sol tiuou .. - . it � � olmlan.mr_ SolarMount is the most versatile PV mounting rail system on the market today. We've engineered installer-friendly components for maximum Flexibility, allowing you to solve virtually any PV mounting challenge. The universal SolarMount rail system has three options which can be assembled into a wide variety of PV mounting structures to accommodate any job site. Unirac provides a technical support system complete with installation and code compliance documentation, an on-line estimator and design assistance to help you solve the toughest challenges. U N FRAC` Hnghtihinking SOLI! Visit us online at www.unirac.com m SOLARMOUNT® RAIL OPTIONS ATTACHMENT OPTIONS KEY BENEFITS PV's most versatile mounting system Flexible Components Speed Installation of SolarMount°Rail SalatMpunt'HO MO(heavy duy)sail add :OwolarMount advantage stanamNs Maximum flexibility Use tt.whenever flashed P f Flush,high-profile or s"p v bee y deelel, I are FetiLIII antl Ira b g pant. G tilehl p piece N X l v pr - low profile configurations trent or flashing db p Roof or ground mount II or the standoff ll --/ al aX typos I standard Pitched or flat roof dye ti.;C; bP` Ygi° s heights ea orae I a n aro '$ N Fog ar<anlotlM. Ease of installation ' N 1 Serrated l het Installer-friendly components `-- rd % VitStandard rot ground n n Minimized penetration with k.Yn^ e BI d at Rap . het looter attachment spans than 3 g? b hal p G l 'rVt 9 fog with lift eX.M competitive products { . ' sr„rwarw woof rarls[orriMato•at° r Designed with customerinput wn 1 oargot,,une P g air flow for aa.. 18lse other arminglsebMeroo( GNYndlpg and wire� X 1 anu°trcr management options ppi >,a SSt vp Tb StyleLgthe precise WIsl Complete technical support Z p"S labk Mee til 1 Mg Styic • requoM installation and rose .N" +., n al p bk cur compliance documentation '�a n * E fl 8 gin hryor al+Ya S, �matlm"m lM mkp ani— • Online estimator p o6 tlg 'hout wrong and do lttng at the fotrsite • Person-to-perms customer service Standard SolarMount` rant woos you uhimat"XetiMOM an including • F astF oot`e eoa�mau"mx and nn-upoowns MPomwas Feo-rMien Care component for UnilaC MODULE MOUNTING �.. _ . ° °•' mounting solutions pw wilt Assembly Sequence Is Your Choice r trd 00, "' -g "1e"" • Three rail options to accommodate any lob site Top Mounting Clamps Bottom Mounting Clips - Incorporated into other Ideal la fe hrroa lush mount MOa' useW muu tang<XP, WodempM maw product lines 'd Letore h d eH lyl co tl t1 m the l . Po o it Y h n 'der5 1 M n e footingspap secure and l erary pn bk b array ming cost-effective solution 1 6 1 Spool* Wg mug tll gM1( . aromas H8 nl of 5 wryfi tMHe rtsrzll It (e "cal g6 p seo d ar M mach*frame BWu aslurse o ry bWt theare Nd max to the tkM1 slog Immthe aholm or mname Mont dataforascapabilities �UNIRAC mounting holm the yns narrywnere abrg thevllsllot xi"v a„nna i. n • T 111 11,',,C 1�4Y,i I QuikFoot- Product Guide Exploded Product View, Bill of Materials I GIIr l '� 7l., i vA °l Materials Needed for Assembly 1k , r 1, Item No. Description of Material/Part Quantity it l�t '�"1,';�I 1 QuikFoot Base Plate 1 'II i 'I1 II p tda11 2 Fastener(Length to be determined) 2 1i�'0 t1 [ a � � 3 QuikFoot Flashing 1 ;li 1 114�l+r1I © �W.-1 - 4 EPDM Washer 1 ` d 5 L-102-3"Bracket*(other options available) 1 ',. ® 6 5/16"EPDM Bonded 18.8 SS Washer 1 11 t 1 I 7 3/8"Stainless Steel Hex Nut 1 fly 11'. tIliat9 0 I 1il {l'Ci1a 1 , ,ln Required Tools it g I CO �tr.-c . t ,. i, Jiir'l ' 11 ‘Q�, O Jr� iii I:`iirF r . 11111r.J. yl 30 rt + �y E a . } 877-859-3947 EcoFasten Solar4411 content protected under copynght All rights reserved.10/09/14 I I ;J' I . EcoFasten Solproducts are protected by to following a S Patents 8 151 522 B28.153700 B28.181298 B25.166713 02 9146.299628209910 828 8.245.454 828272174628.225.557 B2 1jq 9 +1 , A .ip 8, P '8,1:s9 8 i Cut Sheets: QF-AL-Base ' 11 ' 9 � QuikFoot—Product Guide — - — __— 331n l� 1t �{ i 1. _ I 1, 11112 ,i I 2X i • t i , i I8.38mm1 144 i+ 11 —.... ..551— — u viii a Ali 81 Nott( 1 I SMI fi i1i , , 1 h 1 iH` ;9 itei, 444 i110 , 1.50in ,-801101 "– 38.10mr1 3/8"-16 Stud ado E E, + w 1 __ QF-M 1 .5' _. . — t — Ok-1. . 1 .75 t ,�,�,.,�i..■.. 3, 877-859-3947 Ec9Fasten Solar'Ali content protected under copyrghi.AN rights veserved 10/09114 t � EcnPasten$dat petlu=S we F'°tKtetl by OmlNlowblpU5.9a1¢nR 8.151.521 B26153700/028.101390B28 166 713 B29t0639982B2eA010028245<SM1 028J10 t'<02e225S I + Il' ' r '' (2II II ' 1 t QuikFoot— Product Guide Cut Sheets: QFL-812 11 ip' : /I p ri .Pl Ii ,if Ir U t 1 t, pi 11'� i R.38in '���I�I'I1r!� Illi 9.53mm .032in ►L I11'114FI Or ,,,!0,•in ill 0.81 mm 11 I Sj nLIP I °,rat`4rw r 1,4 II yir,1 r 'i _ I .rl ' t I -rit l i l ' I. hr 1,Or 1yy ff7 rj1I ' 11i � II, ;t#� t; I„,,, 12.00in I ' ItGIIr 304.80mm it =1 iI t1r)11 „ it l t ,awl III L. y 3.001n �Vf i 76.20mm 'I `_J SOin ,�_ 0 1.- flonpmcoko. 1. �_. #`.i t 8.00in 'It 12.70mm I . 203.20mm ' a 877-859-3947 EcoFasten Solar"All content protected under copynght All rights reserved 10/09/14 32 EcolastenSolar products are protected by the followng US.Patents 8 151 522 62 8.153.700 62 8 181 398 62 8.166713 B28,1461'99 82 8,209,814 828.245,454 82 8.272.174 82 8.225.557 B2 PP.' + 1 ,./.. fly ' 'tk,i °� ( IC l 14, QuikFoot- Product Guide Cut Sheets: Bracket Options -SCL-101-3 t'; rWl„ a a ..._— , 1.111 ) H .i. i i j 46 SERRATIONS 1 ] Info 4 , R ,.,11) M ;111r ¢Iwt i. jili. ,n .Ant t rc. 11q ;ki 9 l , 91,0 i= 1'de 'T.: L Ri�lb t4 � 1 ( Ifs � ! Or - 1 7/8" - 1/47 .— "ro ll ,� isw1 3t4 1716 1- 3(Lt .1 j=r, ,qp. �y� tI. R,CI0 Y -. 2X R.01 f I l � I _� art :40,51 O 60.00° e # '"I '- 3,,,+002 ' - 1/8., < 4 778" X 82° DETAIL A SCALE 3:1 I 4C + It'f1 37 ft /14 ys 8]]8593,84 €84tts 8enE0ldt`All tithe looprotected R1nSl 81515222l8,153,700281S 1909.28 1 FcaP aster:SokrprWuc6 8-8protected by the b6exmq U.S.Patents 8t6t S^2828 tY.r 900 BTBt6139H flLBtSd 71362€14&293823.209,91482 8 248454 B23272.t74 557