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06-064 (25) 71 CHESTNUT AV EXT BP-2016-1219 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 06-064 CITY OF NORTHAMPTON Lot: -000 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: SOLAR PANELS BUILDING PERMIT Permit# BP-2016-1219 Project# JS-2016-002101 Est. Cost: $25851.00 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Groin PIONEER VALLEY PHOTOVOLTAICS 106329 Lot Size(sq. ft.): Owner: SUAAN TORREY&ADLER NORMA R Zoning: Applicant: PIONEER VALLEY PHOTOVOLTAICS AT. 71 CHESTNUT AV EXT Applicant Address: Phone: Insurance: 311 WELLS ST - SUITE B (413) 772-8788 Workers Compensation GREEN FIELDMA01301 ISSUED ON:4/27/2016 0:00:00 TO PERFORM THE FOLLOWING WORK.-INSTALL ROOF MOUNTED SOLAR ARRAY 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 Occupant Signature: FeeType: Date Paid: Amount: Building 4/27/2016 0:00:00 $75.00 212 Main Street, Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner File#BP-2016-1219 APPLICANT/CONTACT PERSON PIONEER VALLEY PHOTOVOLTAICS ADDRESS/PHONE 311 WELLS ST-SUITE B GREENF'IELD01301 (413)772-8788 PROPERTY LOCATION 71 CHESTNUT AV EXT MAP 06 PARCEL 064 000 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid Typeof Construction: INSTALL ROOF MOUNTED SOLAR ARRAY New Construction Non Structural interior renovations Addition to Existing Accesso1y Structure Buildina 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: Approved Additional permits required(see below) i 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 z�l� Signature of Buildi g 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. Department use only r C ty o Northampton Status of Permit: `t pPR 1 9 2016 B ildi Department Curb Cut/Drveway Permit 12 ain Street Sewer/Septic Availability. om 100 Water/Well Availability orthampton, MA 01060 Two Sets of Structural Plans phone 413-587-1240 Fax 413-587-1272 PlottSite Plans Other Specify APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office 71 Chestnut Ave, Leeds MA 01053 Map Lot Unit Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Torrey Susan& Adler Norma R 71 Chestnut Ave,Leeds MA 01053 Name(Print) Current Mailing Address: 413.727 8005 See attachment (A) Telephone Signature 2.2 Authorized Agent: Pioneer Valley PhotoVoltaics Cooperative,LLC 311 Wells Street,Suite B,Greenfield,MA,01301 Name(Print) J �f� Current Mailing Address: 413-772-8788 Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building $25,851 (a)Building Permit Fee 2. Electrical (b)Estimated Total Cost of Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection 6. Total=0 +2+3+4+5) $25,851 Check Number , This Section For Official Use Only Building Permit Number: DateIssued: Signature: Building Commissioner/Inspector of Buildings Date t 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 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 Q DONT KNOW YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DON'T KNOW Q 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 ® YES 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained 0 Obtained 0 Date Issued: C. Do any signs exist on the property? YES 0 NO e IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES 0 NO IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading,excavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES 0 NO e 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 I] Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [q Siding[0] Other[� Brief Description of Proposed Work: Installation of mounting system for solar panels on south side of 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 housina, 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 Susan Torrey and Norma R Adler 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 as Owner/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 04/13/2016 Signature of ne t Date SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: Maya Fulford CS-106329 License Number 159 Clark Drive, Giulford VT, 05301 03/14/2018 Address � � — Expiration Date "r4r 413-772-8788 Signature Telephone 9.Registered Home Improvement Contractor: Not Applicable ❑ Pioneer Vallev Photovoltaics Cooperative, LLC 140077 Company Name Registration Number 311 Wells Street Suite B Greenfield MA 01301 09/16/2017 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....... El No...... ❑ 11. - Home Owner Exemntion 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 PhotoVottaics 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 returning this Agreement within 21 days of the Proposal date. Not7m 'a/31 /tSPrinted Name Date 4/� how' oer Signature Title Proposal and Agreement Page 7 of 9 Norma Adler and Susan Torrey,November 5,2015 Office of Consumer Affairs and Business Regulation 10 Park Plaza- Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration — "— — Registration: 140077 Type: Private Cortwation —- - == _ Expiration: 9/16/2017 Trd 270458 PIONEER VALLEY PHOTOVOLTAICS E7 PHILIPPE RIGOLLAUD 311 WELLS ST SUITE B GREENFIELD, MA 01301 — -== -- — Update Address and return card.Mark reason for change SCA 1 .0 20M-ear Address L]Renewal —1 Employment Lost Card O gee of Consumer Affairs&Business Regulation License or registration valid for individul use only _ OME IMPROVEMENT CONTRACTOR before the expiration date. if found return to: Registration 180077 Type: Office of Consumer Affairs and Business Regulation tExpiration 9116/2017 Private Corporation 10 Park Plaza-Suite 5170 Boston,MA 02116 PIONEER VALLEY PHOTOVOLTAIC$COOP PHILIPPE RIGOLLAUD`-= 311 WELLS ST SUITE B; GREENFIELD,MA 01301. t:..:. ...e--,4 _-__ Undersecretary Not valid withou r= Mass1chu eu rt "t"t n. of PubI �krwSafety ward of Building Regulations and Standards License: CS-106329 Construction Supervisor MAYA FULFORD 159 CLAW GA&FVT ORD 3R t: ,4; ffy1 l Expiration'. commissioner 03/1412018 The Commonwealth of Massachusetts Department of Industrial Accidents 1 Congress Street, Suite 100 Boston, MA 02114-2017 www.mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name(Business/Organization/Individual):PIONEER VALLEY PHOTOVOLTAICS 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): 1.E]I am a employer with 34 employees(full and/or part-time).* 7. []New construction 2.❑1 am a sole proprietor or partnership and have no employees working for me in 8. E] Remodeling any capacity.[No workers'comp.insurance required.] 3.a 1 am a homeowner doing all work myself.[No workers'comp.insurance required.] 9. El Demolition 4.❑1 am a homeowner and will be hiring contractors to conduct all work on my property. I will 10E] Building addition ensure that all contractors either have workers'compensation insurance or are sole I L❑Electrical repairs or additions proprietors with no employees. , 12.E]Plumbing repairs or additions 5.❑1 am a general contractor and 1 have hired the sub-contractors listed on the attached sheet. 13.❑Roof repairs These sub-contractors have employees and have workers'comp.insurance.' 6.F1 We are a corporation and its officers have exercised their right of exemption per MGL c. 14.E✓ Other SOLAR PV 152,§1(4),and we have no employees.[No workers'comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: A.I.M. Mutual Policy#or Self-ins.Lic.#: XWS 57072282 Expiration Date:01/01/2017 Job Site Address: 71 Chestnut Avenue City/State/Zip:Leeds, MA 01053 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 enalties ofperjury that the information provided above is true and correct. Signature: Date: 04/13/2016 Phone#:413.772.8788 Oficial use only. Do not write in this area,to be completed by city or town oxicial. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: DATE(MM/DDIYYYY) AC40RO® CERTIFICATE OF LIABILITY INSURANCE 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 & GrinnellExtiPHCNN , (413)586-0111 AICFAXNo:(413)586-6481 8 North King Street ADDRESS:lpowers@webberandgrinnell.com INSURER(S)AFFORDING COVERAGE NAIC# Northampton MA 01060 INSURER A:Peerless/Libert INSURED INSURER B Excelsior/Liberty 11045_ Pioneer Valley Photovoltaics Cooperative, Inc. INSURERC:Peerless Indemnity/Liberty 18333 Attn: Kim Pinkham INSURERD:Liberty Mutual Insurance_ 24198 311 Wells Street, Suite B INSUREREA.I.M. Mutual Greenfield MA 01301 INSURER F COVERAGES CERTIFICATE NUMBER:Kaster 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. INSR TYPE OF INSURANCE ADDL SUER POLICY NUMBER MWD Y EFF POLICY DY EXP LIMITS LTRWVD X COMMERCIAL GENERAL LIABILITYEACH OCCURRENCE $ 1,000,000 A CLAIMS-MADE I-XI OCCUR PREMISESOEaEoccurrence) $ 100,000 CBP8378623 1/1/2016 1/1/2017 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY❑ PRO ❑ LOC PRODUCTS-COMP/OPAGG _$ 2,000,000 JECT _... OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea accident B ANY AUTO BODILY INJURY(Per person) $ ALL OWNED X SCHEDULED BA8372626 1/1/2016 1/1/2017 BODILY INJURY(Per accident) $ AUTOS NON-OWNED PROPERTY DAMAGE AUTOS Per accident $ X HIRED AUTOS X AUTOS — Underinsured motorist BI split $ 100,000 X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 3,000,000 C EXCESS LIAB CLAIMS-MADE AGGREGATE $ 2,000,000 DED I X 1 RETENTION$ 10,000 CU8377126 1/1/2016 1/1/2017 1$ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETORMARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? N I A D (Mandatory In NH) XW357072282 1/1/2016 1/1/2017 E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below XWS57072282-CT E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/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 Information Purposes Only THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Linda Powers/LMP ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025 001401) (PV)2 ADLER-TORREY - Leeds Pioneer Valley Photoeotaics orkc. o ntl c r, �r 6.72 Kw PV Array Norma Adler and Susan Torrey 71 Chestnut Ave . Leeds,MA 01053 Home phone: 413-727-8005 toradler@comcast.net Array: Portrait 3 rows of 8 Winaico 280 Triple Black in portrait on main SW facing roof above garage/house. Z Mounting: Solarmount railing on L- feet on Quick foot bases Roof Structure: See TEC Truss Engineered solar stamped drawings Roofing Material: Asphalt f' 54-01-04 x01-04'.5-00-00. v-00-o0 18-00-00 :.- 05 is G2 P 2-00-00 H3 2-W,00 a H2 2 00-00 2-00-00 T2A 2-00.00 a T2A -p 2-00:00 p 2-00-00 2-00.00 (n 2-00.00 03 _ Q 2-00-00 m .-_ _8-�0 z�0l0=C00 "usz w N.<uusxs: o --- - ,-( 2-60;00 N - uuszs �(). 2400 -0 rzs - 2-06.00 N N N ,.4 ... 2-00.00 `-4--"P 4 4 -:o. 000,-:o gT2B z 00.00 nus�s 0 0 0 0 0 0 0 0 0 T2B 0 o m T2D 20000 o r ° $ � T2D z-0-0.00 "m 1 6 T2 E 2-00=00 om T2F 2-00=00 a t s T3 200-00 T4 2-0I- A N T5 2-00-00 5-09-00 ..J H4 2-00-00 _o 2-00-00 2-00-00 2-00-00 z-00-00 . "0-00 H4 2-400-00 n - 133 ostia 6 jpti m a u a a w P 4g U N N N N N N N ��7era�a 1 0..:4 4y 0:.;o— o ;4 0..:o P P-53 P 7Q --gtt--.ko I o'o onm 0 0 0 0 0 0 0 .. o -I -i--i -I -I -1 -1 -'d --I -i' 0oo) co.on Co on co co co co. n G7D W c=n A w T m0 t7 W Co m D D G7{ o _ m 08 rbouo N 00 hep, 0 [� UB o cD�` i 401-04 14-0000. 12 00-09 s-03-12 o 5-02 04 0 ,6 'o . v 6-00-00 - - -+ - 18-00-00 DROPPED BEAM AT BAY WINDOW WITH ROOF OVER BY OTHERS ' o o d..This non-structural placement plan is provided for identifying the location of trusses as supplied by Truss Engineerng Corporation(TEC).No responsibility is taken or Z Zrmplied by TEC for the structural integrity of the structure below the trusses or the affects of TEC's product on the structure as a whole.The truss installer shall follow all w m z.;3 SCSI recommendations,construction document specifications as well as any site specific requirements to ensure safe and proper installation.No loading shall be applied /� 'V m O . .. 3 m to trusses until properly and fully installed,including all sheathing,hangers,wall anchors,lateral web bracing(as shown on individual shop drawings),and permanent X11` # > Z o c bracing(as required by the construction documents).Installation contractor shall refer to the individual truss shop drawings for all structural requirements of trusses, Go m',m m Q!'-,the including but not limited to bearing locations and requirements,ply to ply nailing,lateral web bracing,and truss spacing.Truss Engineering Corporation strictly adheres to t, _ Tn Q G '-he'Standard Responsibilities in the Design of Metal Plate Connected Wood Trusses'as defined by TPI Chapter 2(available upon request)regardless of any job specific - in o', specifications unless Beady defined otherwise in writing by TEC. Al`` � Z M m i ?his lacemen[plan is Truss E meerin Co oration's INTERPRETATION of fans and drawings as supplied to us.The buildin owner/owner's agent is sole) responsible r� I' c m c P P nB g P P g PPi g g Y Po -a F for verifying all dimensions geometry;loads and load requirements f r � ", fy g ,g ry, o accuracy and full compliance to construction documents and shall be responsible for notifying TEC ® m: A immediately of any discrepancies.The building owner/owner's agent is responsible for coordinating all construction details between trades.Truss Engineering mS O wl Corporation isNOT responsible for field verification of dimensions or special conditions.No trusses supplied by Truss Engineering Corporation may be cut,drilled,or m altered in anyway without first contacting TEC and receiving engineering documents allowing such. Z m Job Truss Truss Type Qty PN INTEGRITY/ADLER-TORREY[LOT#26 CHESTNUT AVE EXT] 29304 T2C Common Truss 4 1 _ _ Job Reference(optional) Truss Engineering Corp.,Indian Orchard,MA 01151 -- - - - - - -_ - --- - 7.250 s Jan 25 2012 MiTek Industries,Inc. Wed Jun 05 06:59:37 2013 Pagge 1 ID:7VYw2Uq_p?lppwhDdN81 izYSwk-?IpDhQNp?c_gBikSHrKH7TngiSM_9oDWhmZUhsz9QPa 7-2-10 14-5-0 21-7-6 27-11-0 7-2-10 7-2-6 7-2-6 6-3-10 REPAIR: ADD SOLAR PANELS TO ROOF,NO REPAIR NEEDED 5x6 Scale=1:51.7 AS LONG AS ONLY A SINGLE LAYER OF SHINGLES ARE APPLIED TO THE ROOF WHERE THE SOLAR PANELS ARE INSTALLED 4 15 16 7.00 12 14 17 4x6 W4 4x4 N . 3 T1- 5 00 1.5x4 13 W4 2 18 12 W2 W5 W3 W3 ~1 466 W1 1 W6 m a L B1 = L B2 = R 4x4-- - 10 19 9 20 8 1369#1-81# 7 4x4 3x4 3x6 - 3x4 4x9 05.8(0-3-1) 1954#1-182# 3-11-0 10-0-9 18-9-7 27-11-0 3-11-0 6-1-9 8-8-15 9-1-9 Plate Offsets_(X,Y): [1:Edge,0-1-3j[4:0-3-6,0-2-8] _ _ _. _ __ LOADING(psf) TCLL(roof) 40.0 SPACING 2-M CSI DEFL in (loc) I/deft Ud PLATES GRIP ' Snow Plates Increase 1.15 TC 0.72 VertLL -0.25 8-10 >999 240 MT20 197/144 TCDL( /Pg)30.8/400.00 Lumber Increase 1.15 BC 0.53 Vert(TL) -0.40 8-10 >710 180 1 .BCLL 0.0 ' Rep Stress Incr YES WB 0.52 Horz(TL) 0.04 7 n/a n/a BCDL 10.0 Code IRC2009(TP12007 (Matrix) Weight:119 Ib FT=10 LUMBER TOP CHORD 2 X 4 SPF 0F 1.8E 165 BOT CHORD 2 X 4 SPF 1653)TCLL:ASCE 7-05;Pr=40.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15; WEBS 2 X 4 SPF Stud*Except* 7 1369(LC 3)0*1.5E Max Grav Pg=40.0 psf(ground snow);Pf=30.8 psf(flat roof snow:Lumber DOL=1.15 Plate ) = W4:2 X 4 SPF No.2,W6:2 X 6 SPF 165OF 1.5E 11 = 1954(LC 3) DOL=1.15);Category II;Exp B;Partially Exp.;Ct=1.1 BRACING 4)Unbalanced snow loads have been considered for this design. TOP CHORD FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 5)This truss has been designed for basic load combinations,which include cases with Structural wood sheathing directly applied or 4-7-1 oc purlins, except end verticals. TOP CHORD reductions for multiple concurrent live loads. BOT CHORD 1-12-155/385,2-12=143/499,2-13=93/442,3-13=-82/499, 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 3-14=-1193/104,14-15=-1001/107,4-15=-977/122, any other live loads. 6-0-0 oc bracing:1-11. 4-16=-1371/163,16-17=-1391/149,5-17=-1 5871144, 7) This truss has been designed for a live load of 20.Opsf on the bottom chord in all WEBS 6-18=-455/75,6-7=-418/98 areas where a rectangle 3-6-0 tall will fit between the bottom chord and 1 Row at midpt 4-10,3-11,5-7 BOT CHORD any other members,with BC 1-11=325/159,10-11=-104/722,10-19=0/902,9-19=0/902, 8)Refer to girders)for tru ado REACTIONS (Ib/size) 9-20=0/902,8-20=0/902,7-8=-64/1470 9)Provide mechanical aring plate capable of 7 = 1045/Mechanical WEBS withstanding 100 Ib up except Qt= 11 = 1484/0-5-8 (min.0-3-1) 4-8=-44/663,5-8=-484/163,2-11=-283/110,3-10=-25/332, 10)This truss is lb � I tional Residential Code Max Horz 3-11=1857/189,5-7=-1470/76 sections R502.11.1 .1 F22if SI/TPI 1. 11 = 198(LC 10) 11)"Semi-rigid pile ag ith fixed kWKlember odel was used in the Max Uplift NOTES (12) analysis and design tta+ uss. I 7 = -81(LC 12) 1)This truss has been checked for uniform roof live load only,except as noted. 12)All Plates 20 Ga 43n ss Noted CIVIL cn 11 = -182(LC 11) 2)Wind:ASCE 7-05;90mph;TCDL=4.2psf;BCDL=5.Opsf;h=25ft;Cat.II;Exp B; No,29566 Max Grav enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)0-M to 3-0-0, Standard LOAD CASE(S) CC 7 = 1369(LC 3) Interior(1)3-M to 11-5-0,Exterior(2)11-5-0 to 14-5-0,Interior(1)17-5-0 to 24-8L4 zone; PRT P 11 = 1954(LC 3) cantilever left and fight exposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 A� Z71'- ------ --- -- - - -- Solarmount STANDARD mounting rail Standard asphalt shingle roof Array start point E-W center between trusses Solarmount STANDARD rail splice bar.Slide rail assembly as needed to avoid mid-damps. � Iii' III 1 • -- - - — - -- -----_--------Array 3162 ------ --- i, + aaoralocE RaaF alocE 10 4 48 24 1 1 Eng Trusses s� —44 34 452 Z4"on center o- 24------ 48 -� - 0 s rn 45212 T ago Q 2041 <f i -- -- --- 68- -- - -- - 1512 4 - 52 1 ----- --1512- -- ------ - - - 168 -- -- , I 5 10 -- ` ROOF DRIP UNE ROOF Oa1P LINE __--Railing 3192- L-foot mounted on Quick toot bases attached to roof Winaico WSP M6 structure staggered not more than 48"apart 65.55"x 39.33'x 1 ST, > MAIN HOUSE i - ------— -- -- -- —--- - — Array supports are to be Array to be installed on the Winaico WSP M6 The centerline of the clips a installed in a staggered south facing roof of the 65.55"x 39.33"x 1.57" should be 6"toll 5"from i ` a e'F` Inv ;;„"` ADLER-TORREv-t 1225 71 Chestnut Ave, pattern to evenly distribute residence Engineered trusses 24"OC the end of the side frame J— - system dead load. Unirac U-Builder checked 16”max rail cantilever — Leeds,MA 01053 0 a hx °..,e 9V' 9' q ' WINAICO' WINAICO WSP-M6 PERC Series, Mono fo About WINAICO As a result of our passion for performance,we offer not only high performance photovoltaic modules,but also comprehen- sive support to the successful execution of photovoltaic projects. As a Taiwanese module manu- Advantages of the WINAICO WSP-M6 PERC modules facturer with German and other subsidiary companies around the + The WINAICO PERC modules set a new technological standard and are world,WINAICO is positioned without competition.Using innovative backside passivation and selective amongst top brand manufactu- rers with a high-quality product AM RESISTANCE emitter technology,the PERC module series combines highest efficiencies, from an automated production increased performance at high temperatures and low light conditions along line.The parent company, Owith the known longevity and quality of WINAICO Win Win Precision Technology S L Co.,Ltd.has its origins in the ANTI-PID + Linear performance guarantee over 25.years semiconductor sector,which is subject to the same quality + 12-year product warranty management demands as those applied in the solar industry. + Anti PID technology With leading-edge system tech- N DAFw + Hot-Spot protection nology and process expertise ® originating from the Semicon- + Anti-reflective glass ductor industry,WINAICO is setting qualitative benchmarks EL-CHECKED on the PV market. IQ 25-year linear performance guarantee Thousands of installed systems are proving this every day. loot_ � HIGH YIELD 97 When you buy a WINAICO 95% module,in the first year O gua- so.w rantee a performance of at least A 90% 97%of rated performance. tow 85 For the following 24 years, DIGRAMULON ----- --- ---- WINAICO guarantees a maxi- 80% axi-80% _ 80-2% mum drop in performance of 0 0.7%of nominal performance a 75% per year.Through this promise, HOT-SPOT — -- - - �- -� PROTECTION 1 5 10 15 20 25 WINAICO guarantees the quality Years and performance its own products and provides you with Linear guarantee for WINAICO module performance investment protection. coHTRousn ---- Guarantee standard on the market coons Flow I� Guarantee advantage for WINAICO customers WIN I L I J38 4mm(0.16 inches)cable, length 1000mm A (39.37 inches) with TYCO connectors 0 0 zso zso �- E ._999 i 4� WSP series Front view Rear view m a Mechanical data Limit values Cell Monocrystalline 156 x 156 silicon cells Operating temperature -40 to+90°C Quantity and wiring of cells 60 in series Storage temperature -40 to+90°C o Dimensions 1,665 x 999 x 40 mm(65.55 x 39.33 x 1.57 inches) Maximum system voltage 1,000 VDC Weight 19.6 kg Maximum load 5,400 N/m2 Glass thickness 3.2 mm(0.13 inches) Maximum reverse current Voltages higher than V.of the g Connection type Tyco connection socket and connector(IP 65) module should not be applied Backsheet Black or white Maximum series fuse rating 15A a Electrical data(STC) WSP-270M6 WSP-275M6 WSP-280M6 WSP-285M6 WSP-290M6 a Module type mono mono mono mono mono 0 Nominal performance P,,,,. 270 275 2BO 285 290 Wp No-load voltage Va 38.06 38.25 38.45 38.64 38.83 V - Short circuit current Ix 9.24 9.34 9.44 9.54 9.64 A ° Voltage at V_ 30.59 30.98 31.37 31.76 32.16 V max.performance o Current at 1, 8.83 8.88 8.93 8.98 9-03 A � max.performance Module efficiency 16.24 16.54 16.84 77.15 77.46 Temperature coefficient P„p, -0.4371 -0.4371 -0.4371 -0.4371 -0.4371 °/nPC performance Temperature coefficient Isc 0.0466 0.0466 0.0466 0.0466 0.0466 %NC _ short circuit current Temperature coefficient Va -0.3094 -0.3094 -0.3094 -0.3094 1-0.3094 %PC no-load voltage I y Reduction in the module efficiency rating from 1,000 W/mz to 200 W/mz:<4%.The electrical data applies under standard test conditions(STC): 6 Solar radiation 1,000 W/mz with light spectrum AM 1,5 with a cell temperature of 25°C.Measurement tolerance of PM,under STC-31+3%. o a Accuracy of other electrical data-10/+10%.Subject to specification changes. Electrical data(NOCT) WSP-270M6 WSP-275M6 WSP-280M6 WSP-285M6 WSP-290M6 v Nominal performance P 199.41 203.12 206.84 210.58 214.39 WP No-load voltage Va 34.86 35.03 35.22 35.39 35.57 V 3 Short circuit current Isc 7.42 7.50 7.58 7.66 7.74 A _ Voltage at V, 27.89 28.25 128.60 28.96 29.32 V max.performance E Current at I, 7.15 7.19 7.23 7.27 731 A � max.performance s Module efficiency 11.99 112.21 12.44 12.66 12.89 % o The electrical data applies under standard operating conditions of the cells:800 W/mI,20'C;AM 1,5,wind speed 1 m/s. NOCT:44.7°C(normal operating cell temperature).Subject to specification changes. 0 C ;1 .- C E PV CYCLE ` a A 8 7 c U� us W LISTED .0. ," WINAICO is a trademark of Win Win Precision Technology Co.,Ltd. { r No.96,3F,Hsinho Road Sinfong Township,Hsinchu County 304 Taiwan R.O.C. rn Q Tel+886 3 568 8699 Fax+886 3 568 8580 www.wwpt.com.tw www.winaico.com z SOLAR OUNT° RAIL OPTIONS ATTACHMENT OPTIONS KEY BENEFITS PV's most versatile mounting system Flexible Components Speed Installation of SolarMount® Rail SolarMount'HD ff dos NJ(heav,�dc yl rail dd hr=4r lir-ntadc ,tape StanMaximum flexibility to PVn,Tup,=.U t A is se, a dii,,sir 1s3, Use standoffs whenever flashed installations and customaj lie li,r),that r o " • are required,on tile roofs,for example.Two- • Flush,high-profile or 2P e F Ion;spars. piece aluminum standoff allow precise place- IoW-profile configurations �,. ment of A;� a flashing over secured base prior to the Roof or ground mount installation of the standoff itself Pitched or flat roof All standoff types come In four standard f: heights.3,q,b,and 7 inches.Appropriate flashings are available. g A Ease of installation o f+ # Installer-friendly components xSerrated L-feet Standard for ground momt installations on Minimized penetration with residential and commercial rooftops,use_-feet y`y d alone above asphalt composition shingles or in longer attachment spans than competitive products conjunction with flat top standoffs.Mount standard or light rails.Configure to either of t„�•- two all heights,one promoting air flow for Designed with customer input cooling,the other offering close-to-the-roof Grounding Groundin and wire S N aesthetirs management options Strut-in-Tube Style Legs Complete technical support quickly set the precise tilt angle required.Styles are available for high profile(i or z legs per Installation and code rail)and low profile Installations, compliance documentation Each series offers three leg lengths so that you can adjust to exactly the tilt angle you want— online estimator up to a maximum of So degrees—without cutting and drilling at the job site. Person-to-person customer service Standard SolarMount' Standard rail gives you ultimate flesibllity,including FastFootrc" The :ettor attacl iertfeature FcoF ter, CorecomponentforUnirac bottom mounting and tilt-up uptiar;s. M 0 LE MOUNTING by theAlpu e towGuard fany, mounting solutions all s t r!p attachments to ictal,colic etc jnul [ .." ,:.d6-Rs w,thait- m,romisin he to r,tv Assembly Sequence Is Your Choice � g g Three rail options to �fu,e root. accommodate anyjob site Top Mounting Clamps Bottom Mounting Clips Incorporated into other Ideal for Flush mount applica- Use bottom mountin clips Tile Hook �" g p major product lines xaa= Hous,such as residential rooftops, '°` (standard and HD rail only) Made from cast aluminum,the tile hook +� where it Is most convenient to - whenever you prefer to attachment provides SolarMount with a -cir,footings and rills before _ preassemble the array using ` - cost-effective solution for barrel or Spanish instalLng module top mounting 'l": module mounting holes. clamps securely grip any point of Simply fit the clip into its rail tile roofs.All required lag bolts and hardware the module frame,freeing you slot river the mounting bolt for are included.Refer to the tile hook engineering $con theconstraints of module a sec-c i ornection.Adjust the data For max load capabilities. �� meu i.g holes. dfp pas-ion anywhere along .. the rail slot. E , gM :�.n . ,. SOLARMOUNTO PV's most versatile mounting system d olarMount is the most versatile PV mounting rail system on the market today. We've engineered installer-friendly components for maximum flexibility, allowing you to solve virtually any PV mounting challenge. The universal SolarMount rail system has three options which can be assembled nto a wide variety of PV mounting structures to accommodate any job site. Unirac provides a technical support system complete with installation and code compliance documentation, an on-line estimator and design assistance to help ou soive the toughest challenges. a ammo am Bright Thini<tn,=inS«l,i Visit us online at www.unirac.com A . 7-hj �n Slll,,I: r Y ;,. ;•; aft}z1,t�V?' C ,^ OMp., 6061-r6 and ht SPeci6cati S°lar6063-r5 017S 610 mount ballast frame 'sot 5 r5 alumin �pde (' u ornpr�aht 4101jr, t rails extrusion rhe Solar Tilt/e 7 ng C/. and clam call n. Mpunt� bs and L-fe Ps to ar fpr dp system Is Two- standoffs et Your b. Or C�'nentatip E certified ° Piete Severe Cp ndoffs g rode n aPP1. d. ndi IVa ra17ty .Zinc-Plated tion 4 (very severe) Solar ig n$p'f,e st,[/V'ded steel ProductW rais covered b fainless steep arranty. d Y a 0-Year my an x Fas"ners a 5-year li limited For comP/ete mited finish �� mol���ount install noes 6 site, atrpn��ualo ad any R: from 1j/W11,igRft44 nkrr g;r Sofa,- `` Visit US �1}'�l ne at wvvvv.'Jni rac,rom x � F60 ��c�cuc-r ufo Chu#(c Foot Contents s cp coed Pr6d ctView—Sec. : InStal4atron Instructions` Sec: f 41P o�f Materials Sec. 3 y Cutsheets Sec.4 Seccations'=See.5 , Y L6adfiest'F�eports- Sec. 6 -A P w _ AM , { i fj: y i E t' x 0 L h Solar® Committed to the Supra tr#Renewable Energy a K.J. r QDD�.T GUIDE Q1-�1K FOOT I PR Exploded ProductView �fl f s f t.i ;s a F H 4 iP. 5 k w k � r �o 5 y 0.0) •} C i 1 IF } Sec.3-1 Nu ,bers correspond`u ith B.O.M, *Note'- � s l e r U Y I,t reser+ed. 031&rl ql!content p,ama,d under COPYr�9 All rig 4 Ea;,Fosten 5afa, l QUIK FOOT T PRODUCT GUIDE ?'b v t - ��. Installation Instructions Instructions y For detailed product illustration see previous page,for required tools see next page. I. Locate the rafters and snap horizontal and vertical lines to mark the r installation position for each Quik Foot. a kd 2. Install base as shown using appropriate fasteners.* ....... ... '0 asteners* ' . ( 3 Apply a thin bead of sealant around the base of the threaded stud.** 4. Insert the flashing so the top part is under the next row of shingles and pushed far enough up slope to prevent water infiltration through vertical joint in shingles. 5. Install top compression component as shown using EPDM bonded washer and stainless nut. . Consult an engineer or go to www.ecofastensolar.com for engineering data z 2 x *. ( *EcoFasten recommends XHD fasteners by OMG. **EcoFasten recommends Geocel 2300. 9 s i, a JZ_ ; ++��,, # + 3 > °h,� O t i s S 4 U4 ill K � n 3 4 5 0 Id c r � 0 V SEC.2-I n FeofUsiOr so)'V!'-Aj cu,tent otrcved under copyright.All rights re c cd.031811 1 f d {: <' QUIK FOOT'' PRODUCT GUIDE '{ Bill of Materials 1 Materials Needed for Assembly (see figure 1, Sec. I-I) Required Tools Item No. Description of Material/Part Quantity I 3/8"Stainless Steel Hex Nut I 2 3/8" EPDM Bonded 18.8 SS Washer I 3 L-102-3"Bracket (other options available) I 4 Quik Foot Flashing I 5 Quik Foot I 6 Fastener (length to be determined) By Others Base Components Needed .. W Of #I #2 y Oit y �_� . CO #3 #4 �' #5 #6 n X°1 '; w - OO EcoFosten So afJ Ail content protected under copyright All rights reserved. 0318111 $ec.3- e- t r QUIK FOOT' PRODUCT GUIDE t A f1� Y t� 2.�) -- 2 X .2' TI d f'i) N.1_c_ I f4 1�7A. O O F SECTION A—A z K1Z, 3/8-1618.8 Jk7 F r W` o .23 LLt1l 1 co w. V1 C u V UJ �' V EcoFas±e y SolmfP)Ail content protrtYec,`un i r nor 9ngh,..Ali eight rt.,.,r d 131$,i t Sec.4-2 3/8-16 U!,1` '-_1' 08 .8 8 X 8 2u E A R SIF E —0 100 .X YX .01 .XXX= .005 289 Harrel Street TM Morrisville, VT 05661 P-3-CSK Toll Free Phone 1.877.859.3947 "'Eco' Fasten Solar MATERIAL: V4 www . ecofastensolar . com Toll Free Fax 1.888.766.9994 2011 Aluminum web www.ecofastensolar.com e-mail info@ecofastensolar.com SCALE: 1:1 9/17/2010 SHEET 1 OF 1 J,• m t r a �E QUIK FOOTT. PRODUCT GUIDE �... ..� � QFL—812 ss x a s _ or �, w J U V ' §, c�co cn ,11, 3 n 0 v -uj rt O v 2 Ecohnsten SoIv C,J All content pror-r-wo Inde-copyright All nght,rev r.,d. 0318,11 $ec.4-3 r r Job-- Truss -Truss Type Qty Ply INTEGRITY/ADLER-TORREY[LOT#26 CHESTNUT AVE EXT] 29304 T2A Common Truss 2 1 _ Job Reference(optional) Truss Engineering Corp.,Indian Orchard,MA 01151 - - - - --- -- - - 7.250 s Jan 25 2012MiTek Industries,Inc. Wed Jun 05 06:50:30 2013 Paye 1 ID:7VYw2Uq_p?lppwhDdN81 izYSwk-W W FQuOlhpY4ROePKkTO?S7dAGyfGVOW?vAZ 1?3z9QY7 7-2-10 14-5-0 21-7-6 28-10-0 7-2-10 7-2-6 7-2-6 7-2-10 REPAIR: ADD SOLAR PANELS TO ROOF,NO REPAIR NEEDED 5x6 Scale=1:50.9, AS LONG AS ONLY A SINGLE LAYER OF SHINGLES ARE APPLIED TO THE ROOF WHERE THE SOLAR PANELS ARE INSTALLED a 16 17 7.00 12 15 18 4x4 4x4 62 3 T1 5 m 14 W4 W4 ��1 19 W2 W2 1.5x4 13 20 W3 , W3 1.5x4 2 6 1 7 r? W1 W1 o L Bi B2 _ c 3x4 i2 11 21 27-M 10 22 9 _ 8 3x4 3x6 3x4 - 3x6 3x4 3x6 OS- (0-2-11) 0-5-8(0-2-11) 1730#/-114# 1730#/-114# 0-11-0 10-0-9 18-9-7 27-11-0 28-10-0 0-11-0 9-1-9 8-8-15 9-1-9 0-11-0 Plate Offsets(X,Y): [4 0-3-0,0-2-81 LOADING(psf) SPACING 2-M CSI DEFL in (loc) Vdefl LJd PLATES GRIP TCLL(roof) 40.0 Plates Increase 1.15 TC 0.81 Vert(LL) -0.28 9-11 >999 240 MT20 197/144 Snow(PflPg)30.8/40.0 Lumber Increase 1.15 BC 0.58 Vert(TL) -0.43 9-11 >734 180 BCDL 10.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.07 6 n/a n/a BCDL 10.0 BC0.0 " Code IRC20091TP12007 (Matrix) Weight:123 Ib FT=10% LUMBER TOP CHORD 2 X 4 SPF 1650F 1.8E 5)This truss has been designed for basic load combinations,which include cases with BOT CHORD 2 X 4 SPF 1650*1.5E FORCES (Ib)-Max.Comp./Max.Ten.-All farces 250(Ib)or less except when shown. WEBS 2 X 4 SPF Stud*Except" TOP CHORD reductions for multiple concurrent live loads. W4:2 X 4 SPF No.2,W1:2 X 6 SPF 1650F 1.5E 1-2=-376/0,2-13=-573170,13-14=-436174,3-14=-318/87, 6)The solid section of the plate is required to be placed over the splice line atjoint(s)10. BRACING 3-15=-1942/182,15-16=-1748/188,4-16=1727/201, 7)Plate(s)atjoint(s)10 checked for a plus or minus 2 degree rotation about its center. TOP CHORD 4-17=-1727/201,17-18=1748/188,5-18=1942/182, 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with Structural wood sheathing directly applied or 2-2-0 or purlins. 5-19=-318/87,19-20=-436/74,6-20=-573/70,6-7=-376/0 any other live loads. BOT CHORD BOT CHORD 9)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all Rigid ceiling directly applied or 10-M or bracing. 1-12=0/376,11-12=-08/1753,11-21=0/1237,10-21=0!1237, areas where a rectangle 3-0-0 tall by 1-0-0 wide will fit between the bottom chord and WEBS10 22=0/1237,9-22=0/1237,8-9=-68/1753,7-8=0/376 any other members,with BCDL=10.Opsf. 1 Row at midpt 3-12,5-8 WEBS 10)Provide mechanical connectic f truss to bearing plate capable of 4-9=-36/603,5-9=-440/145,4-1 1=-36/603,3-11=-440/145, withstanding 100 Ib uplied ft atjo - 14,8=114. t REACTIONS (Ib/size) 3-12=1706/137,5-8=1706/137,2-12=-502/210,6-8=-502/210 11)This truss is designternational Residential Codesections R502.11.1 and ANSI TPI 1. 12 = 1314/0-5-8 (min.0-2-11) 12)"Semi-rigid pitchbr ed heels"Me ty model was used in the 8 = 1314/0-5-8 (min.0-2-11) NOTES (13) analysis and design G Max Horz 1)This truss has been checked for uniform roof live load only,except as noted. N 12 = 201(LC 10) 2)Wind:ASCE 7-05;90mph;TCDL=4.2psf;BCDL=5.Opsf;h=25ft;Cat.11;Exp B; 13)All Plates 20 Ga a s {�STOPHER G m Max Uplift enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0, DUDE1 a 12 = -114(LC 11) Interior(1)3-0-0 to 11-5-0,Exterior(2)11-5-0 to 14-5-0,Interior(1)17-5-0 to 25-10-0 LOAD D CASE(S) O CIVIL 8 = -114(LC 12) zone;cantilever left and right exposed;GC for members and forces&MWFRS for cn Max Grav reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 No.29566 12 = 1730(LC 3) 3)TCLL:ASCE 7-05;Pr-40.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15); 8 = 1730(LC 3) Pg=40.0 psf(ground snow);Pf=30.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category ll;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. A� Job - - - Truss Truss Type .Qty PN .INTEGRITY/ADLER-TORREY[LOT#26 CHESTNUT AVE EXT] 29304 T2B Common Truss 9 1 Job Reference(optional) Truss Engineering Corp.,Indian Orchard,MA 01151 - _- 7.250 s Jan 25 2012 MiTek Industries,Inc.Wed Jun 05 06:50:31 2013 Page 1 ID:7VYw2Uq_p?lppwhDdN81 izYSwk-_ipp5kmKasCldo_WIAYE?KALUMOgEr997plbXWz9QY6 7-2-10 14-5-0 21-7-6 27-11-0 7-2-10 7-2-6 7-2-6 6-3-10 REPAIR: ADD SOLAR PANELS TO ROOF,NO REPAIR NEEDED 5x6 Scale=1:50.9 AS LONG AS ONLY A SINGLE LAYER OF SHINGLES ARE APPLIED 4 TO THE ROOF WHERE THE SOLAR PANELS ARE INSTALLED 15 16 7.00 12 14 17 4x4 4x4 v> 3 T7 5 13 W4 W4 00 18 W2 W2 1.5x4 12 4x6 W3 W3 6 1 2 W5 ,n W1 B1 a 3x4 11 10 19 9 20 8 1590#1-88# 3x6 3x4 3x6 -- 3x4 4x9 0-5-8(0-2-11) 1733#1-114# 0-11-0 10-0-9 18-9-7 27-11-0 0-11-0 9-1-9 8-8-15 9-1-9 Plate Offsets(X,Y):.[4:0-3-6,0-2-81 LOADING(psf) SPACING 2-M CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL(roof) 40.0 Plates Increase 1.15 TC 0.78 Vert(LL) -0.28 8-10 >999 240 MT20 197/144 Snow(Pf/Pg)30.8/40.0 Lumber Increase 1.15 BC 0.57 Vert(TL) -0.42 8-10 >752 180 TCDL 10.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.07 7 n/a n/a BCLL 0.0 Code IRC2009/TP12007 (Matrix) Weight:120 Ib FT=10% BCDL 10.0 LUMBER TOP CHORD 2 X 4 SPF 210OF 1.8E 5)This truss has been designed for basic load combinations,which include cases with BOT CHORD 2 X 4 SPF 165OF 1.5E FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. reductions for multiple concurrent live loads. WEBS 2 X 4 SPF Stud*Except* TOP CHORD 6)The solid section of the plate is required to be placed over the splice line at joint(s)9. W4:2 X 4 SPF No.2,W5,W1:2 X 6 SPF 1650F 1.5E 1-2=-381/0,2-12=-575/69,12-13=-438/73,3-13=-322/86, 7)Plate(s)atjoint(s)9 checked for a plus or minus 2 degree rotation about its center. BRACING 3-14=-1947/186,14-15=-1752/191,4-15=1731/204, TOP CHORD 4-16=-1743/207,16-17=-1763/193,5-17=-1959/188, 8)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. 6-18=-480174,6-7=-032/97 BOT CHORD BOT CHORD 9) This truss has been designed for alive load wi 2fit bet on the bottom chord in all Rigid ceiling directly applied or 10-M oc bracing. 1-11=0/378,10-11=-93/1757,10-19=0/1242,9-19=0/1242, areas where a rectangle 3-6-0 tall by 1-0-0 wide will ft between the bottom chord and WEBS 9-20=0/1242,8-20=0/1242,7-8=-100/1770 any other members,with BCDL=10.Opsf. 1 Row at midpt 3-11,5-7 WEBS 10)Refer to girder(s)for truss to tr S. 4-8=X6/621,5-8 446/162,2-11=-500/210,4-10=-37/601, 11)Provide mechanical conn to bearing plate capable of REACTIONS (Ib/size) 3-10=-4401145,3-11-17081140.5-7=-1817/118 withstanding is Ib uplift )�x 14. 7 = 1213/Mechanical 12)This truss is design aNSI/ Residential Code 11 = 1316/0-5-8 (min.0-2-11) NOTES (14) sections R5gid pit1 an and referent NSI/TPI 1. Max Horz 1)This truss has been checked for uniform roof live load only,except as noted. 13)"Semi-rigid sitchb � a model was used in the analysis and design s '. 11 = 198(LC 10) 2)Wind:ASCE 7-05;90mph;TCDL=4.2psf;BCDL=5.Opsf;h=25ft;Cat.II;Exp B; 14)All Plates 20 Ga ss Notecti(f DEK �y Max Uplift enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)0-M to 3-0-0, 7 = -88(LC 12) Interior(1)3-M to 11-5-0,Exterior(2)11-5-0 to 14-5-0,Interior(1)17-5-0 to 24-813 zone; LOAD CASE(S) O CIVIL 11 = -114(LC 11) cantilever left and right exposed;C-C for members and forces&MWFRS for reactions Standard N0.29566 Max Grav shown;Lumber DOL=1.60 plate grip DOL=1.60 7 = 1590(LC 3) 3)TCL:ASCE 7-05;Pr=40.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15); 6 11 = 1733(LC 3) Pg=40.0 psf(ground snow);Pf=30.8 psf(flat roof snow:Lumber DOL=1.15 Plate I ) Q k4 DOL=1.15);Category II;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. J AL