The URL can be used to link to this page

Habitat-Northampton-785 Burts Pit-BP Binder The Commonwealth of Massachusetts Board of Building Regulations and Standards Massachusetts State Building Code, 780 CMR Building Permit Application To Construct, Repair, Renovate Or Demolish a One- or Two-Family Dwelling FOR MUNICIPALITY USE Revised Mar 2011 This Section For Official Use Only Building Permit Number: _____________________ Date Applied: ______________________________ ___________________________________ ____________________________________________ ___________ Building Official (Print Name) Signature Date SECTION 1: SITE INFORMATION 1.1 Property Address: ____________________________________________ 1.1a Is this an accepted street? yes_____ no_____ 1.2 Assessors Map & Parcel Numbers _____________________ ____________________ Map Number Parcel Number 1.3 Zoning Information: _______________ ___________________ Zoning District Proposed Use 1.4 Property Dimensions: _____________________ ____________________ Lot Area (sq ft) Frontage (ft) 1.5 Building Setbacks (ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply: (M.G.L c. 40, § 54) Public Private 1.7 Flood Zone Information: Zone: ___ Outside Flood Zone? Check if yes 1.8 Sewage Disposal System: Municipal On site disposal system SECTION 2: PROPERTY OWNERSHIP1 2.1 Owner1 of Record: ________________________________________ _________________________________________________ Name (Print) City, State, ZIP _____________________________________________ _________________ ___________________________________ No. and Street Telephone Email Address SECTION 3: DESCRIPTION OF PROPOSED WORK2 (check all that apply) New Construction Existing Building Owner-Occupied Repairs(s) Alteration(s) Addition Demolition Accessory Bldg. Number of Units_____ Other Specify:________________________ Brief Description of Proposed Work2:_________________________________________________________________ _______________________________________________________________________________________________ _______________________________________________________________________________________________ SECTION 4: ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: (Labor and Materials) Official Use Only 1. Building $ 1. Building Permit Fee: $_______ Indicate how fee is determined: Standard City/Town Application Fee Total Project Cost3 (Item 6) x multiplier _______ x _______ 2. Other Fees: $_________ List:_________________________________________________ ____________________________________________________ Total All Fees: $_______________ Check No. ______Check Amount: _______Cash Amount:______ Paid in Full Outstanding Balance Due:__________ 2. Electrical $ 3. Plumbing $ 4. Mechanical (HVAC) $ 5. Mechanical (Fire Suppression) $ 6. Total Project Cost: $ SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License (CSL) ________________________________________________________ Name of CSL Holder _________________________________________________________ No. and Street _________________________________________________________ City/Town, State, ZIP _________________________________________________________ __________________ ______________________________________ Telephone Email address _____________________ ______________ License Number Expiration Date List CSL Type (see below) _______________ Type Description U Unrestricted (Buildings up to 35,000 cu. ft.) R Restricted 1&2 Family Dwelling M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances I Insulation D Demolition 5.2 Registered Home Improvement Contractor (HIC) ______________________________________________________________ HIC Company Name or HIC Registrant Name ______________________________________________________________ No. and Street ________________________________________ ____________________ City/Town, State, ZIP Telephone _____________________ ______________ HIC Registration Number Expiration Date _______________________________________ Email address SECTION 6: WORKERS’ COMPENSATION INSURANCE AFFIDAVIT (M.G.L. c. 152. § 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes ………. No ……….. SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER’S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, as Owner of the subject property, hereby authorize_____________________________________________________ to act on my behalf, in all matters relative to work authorized by this building permit application. ______________________________________________________ ______________________ Print Owner’s Name (Electronic Signature) Date SECTION 7b: OWNER1 OR AUTHORIZED AGENT DECLARATION By entering my name below, I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. _______ ________________________ ______________________ Print Owner’s or Authorized Agent’s Name (Electronic Signature) Date NOTES: 1. An Owner who obtains a building permit to do his/her own work, or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor (HIC) Program), will not have access to the arbitration program or guaranty fund under M.G.L. c. 142A. Other important information on the HIC Program can be found at www.mass.gov/oca Information on the Construction Supervisor License can be found at www.mass.gov/dps 2. When substantial work is planned, provide the information below: Total floor area (sq. ft.) _________________________ (including garage, finished basement/attics, decks or porch) Gross living area (sq. ft.) __________________ Habitable room count ______________________ Number of fireplaces______________________ Number of bedrooms _____________________ Number of bathrooms ____________________ Number of half/baths ______________________ Type of heating system ___________________ Number of decks/ porches __________________ Type of cooling system_____________________ Enclosed ______________Open _____________ 3. “Total Project Square Footage” may be substituted for “Total Project Cost” Proposal and Agreement # 00016885 Page 5 of 11 Pioneer Valley Habitat for Humanity Inc. - March 26, 2022 AUTHORIZATION TO PROCEED AND SERVE AS AUTHORIZED AGENT I hereby agree to the Project as set out above, and I agree to pay the contract price according to the Terms of Payment. I further agree to the Terms and Conditions attached hereto as a part of this Proposal and Agreement. I hereby authorize Pioneer Valley PhotoVoltaics Cooperative to proceed with the above-referenced Project in accordance with this Agreement. I further authorize Pioneer Valley PhotoVoltaics Cooperative, or its designated representative, to obtain required permits for this project on behalf of the Owner. I will allow any photographs or videos of this project to be used by Pioneer Valley PhotoVoltaics Cooperative for marketing purposes. A check for the First Payment is enclosed and I am returning this Agreement within 21 days of the Proposal date. ________________________________________ ______________________ Printed Name Date ________________________________________ ______________________ Signature Title Megan McDonough Executive Director 3/28/22 01/05/2023 Alera Group, Inc. Webber & Grinnell Division 8 North King Street Northampton MA 01060 Kathy Parker (413) 586-0111 (413) 586-6481 kparker@webberandgrinnell.com Pioneer Valley PhotoVoltaics Cooperative, Inc. Attn: Kim Pinkham 311 Wells Street, Suite B Greenfield MA 01301 Ohio Casualty/Liberty 24074 Ohio Security/Liberty 24082 Continental Indemnity/AUW 28258 CL231519687 A BKS57072282 01/01/2023 01/01/2024 1,000,000 300,000 15,000 1,000,000 2,000,000 2,000,000 B BAS57072282 01/01/2023 01/01/2024 1,000,000 Underinsured motorist 300,000 A 10,000 USO57072282 01/01/2023 01/01/2024 5,000,000 5,000,000 C N 375928710105 01/01/2023 01/01/2024 1,000,000 1,000,000 1,000,000 A Commercial Property BKS57072282 01/01/2023 01/01/2024 Blanket BPP $1,483,977 Transportation $25,000 Installation $75,000 Worker's compensation includes MA and NY Proof of Insurance SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. INSURER(S) AFFORDING COVERAGE INSURER F : INSURER E : INSURER D : INSURER C : INSURER B : INSURER A : NAIC # NAME:CONTACT (A/C, No):FAX E-MAILADDRESS: PRODUCER (A/C, No, Ext):PHONE INSURED REVISION NUMBER:CERTIFICATE NUMBER:COVERAGES IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). 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. OTHER: (Per accident) (Ea accident) $ $ N / A SUBR WVD ADDL INSD 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. $ $ $ $PROPERTY DAMAGE BODILY INJURY (Per accident) BODILY INJURY (Per person) COMBINED SINGLE LIMIT AUTOS ONLY AUTOSAUTOS ONLY NON-OWNED SCHEDULEDOWNED ANY AUTO AUTOMOBILE LIABILITY Y / N WORKERS COMPENSATION AND EMPLOYERS' LIABILITY OFFICER/MEMBER EXCLUDED? (Mandatory in NH) DESCRIPTION OF OPERATIONS below If yes, describe under ANY PROPRIETOR/PARTNER/EXECUTIVE $ $ $ E.L. DISEASE - POLICY LIMIT E.L. DISEASE - EA EMPLOYEE E.L. EACH ACCIDENT EROTH-STATUTEPER LIMITS(MM/DD/YYYY)POLICY EXP(MM/DD/YYYY)POLICY EFFPOLICY NUMBERTYPE OF INSURANCELTRINSR DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) EXCESS LIAB UMBRELLA LIAB $EACH OCCURRENCE $AGGREGATE $ OCCUR CLAIMS-MADE DED RETENTION $ $PRODUCTS - COMP/OP AGG $GENERAL AGGREGATE $PERSONAL & ADV INJURY $MED EXP (Any one person) $EACH OCCURRENCE DAMAGE TO RENTED $PREMISES (Ea occurrence) COMMERCIAL GENERAL LIABILITY CLAIMS-MADE OCCUR GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO-JECT LOC CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) CANCELLATION AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. CERTIFICATE HOLDER The ACORD name and logo are registered marks of ACORD HIRED AUTOS ONLY 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):______________________________________________________ Address:__________________________________________________________________________ City/State/Zip:_____________________________ Phone #:________________________________ *Any applicant that checks box #1 must also fill out the section below showing their workers’ compensation policy information. †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:____________________________________________________________________________ Policy # or Self-ins. Lic. #:__________________________________________ Expiration Date:____________________ Job Site Address: City/State/Zip:______________________ 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 penalties of perjury that the information provided above is true and correct. Signature: Date: Phone #: Official use only. Do not write in this area, to be completed by city or town official. City or Town: ___________________________________ Permit/License #_________________________________ Issuing Authority (circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other ______________________________ Contact Person:_________________________________________ Phone #:_________________________________ Type of project (required): 7. New construction 8. Remodeling 9. Demolition 10 Building addition 11. Electrical repairs or additions 12. Plumbing repairs or additions 13. Roof repairs 14. Other____________________ 1. I am a employer with _________employees (full and/or part-time).* 2. I am a sole proprietor or partnership and have no employees working for me in any capacity. [No workers’ comp. insurance required.] 3. I am a homeowner doing all work myself. [No workers’ comp. insurance required.] † 4. I am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers’ compensation insurance or are sole proprietors with no employees. 5. I am a general contractor and I have hired the sub-contractors listed on the attached sheet. These sub-contractors have employees and have workers’ comp. insurance.‡ 6. We are a corporation and its officers have exercised their right of exemption per MGL c. 152, §1(4), and we have no employees. [No workers’ comp. insurance required.] Are you an employer? Check the appropriate box: AERIAL MAP NOT TO SCALEA SITE PLAN NOT TO SCALEB PROJECT INFORMATION: Project:HABITAT 785 BURTS PIT NORTHAMPTON Address:785 BURTS PIT RD. NORTHAMPTON, MA 01062 SYSTEM DETAILS Total System Size: 5.89 kW DC (Solar) 6.0 kW AC (Solar) Modules:(18) SPR-E20-327 Inverters:(1) SolarEdge 6kw HD-Wave w/ RGM Optimizers (18) SolarEdge P400, P485, or P505 DESIGN CRITERIA Ground Snow Load 40 (psf) Design Wind Speed 117 (mph) Exposure Category B Risk Category II AUTHORITY HAVING JURISDICTION Building:Kevin Ross (413) 587-1239 Electrical:Roger Malo (413) 587-1244 Electrical Utility:NATIONAL GRID Code Ref NEC 2020 (MA) PROJECT NOTES MAIN LOAD CENTER SOLAR PV EQUIPMENT (MAIN FLOOR) UTILITY SERVICE METER MAIN SERVICE DISCONNECT SOLAR PV DISCONNECT (OUTSIDE) 311 WELLS STREET, SUITE B GREENFIELD, MA 01301 WWW.PVSQUARED.COOP 413-772-8788 SIZE: PV SQUARED SOLAR SCALE: DATE: BY: REV: HABITAT 785 BURTS PIT 785 BURTS PIT RD. NORTHAMPTON, MA 01062 SITE PLAN & PROJECT INFO. 4/21/2023 ROBIN CREAMER NO SCALE 11x17 PV-M1 1 NORTHAMPTON SOLAR ARRAY (ROOF) TOTAL ROOF AREA: 1266 SQ FT TOTAL SOLAR AREA: 320 SQ FT SOLAR COVERAGE: 25% FIRE ACCESS PATHWAYS MIN. 36" WIDE GUTTER TO RIDGE MIN. 18" BOTH SIDES OF RIDGE (17') 204"(14') 1301 8" Roof 33'-3"Array 1221516"Roof 16'Array 3321 8" Array 123 1 16" (14') 125 1 16" 17 8" 155 8" 113 16" 113 4" 17 8" 41 3 16" 61 5 16" MODULE DETAIL SCALE: 1/4" = 1'A ARRAY LAYOUT SCALE: 1/4" = 1'B ROOF SPECIFICATIONS: Material: Asphalt Shingles Attachment Structure Decking/Trusses Pitch 27° Azimuth 180° MODULE SPECIFICATIONS: MODULE MODEL: SPR-E20-327 Dimensions:61.34" x 41.18" x 46mm Clamp Long Side:1 7/8"-11 3/4" Clamp Short Side:1 7/8"-15 5/8" RAIL SPECIFICATIONS Make & Model:Ironridge XR10 / XR100 Clamp Torque:80 in-lbs L-Foot Torque:250 in-lbs Max Cantilever:25" ATTACHMENT SPECIFICATIONS Bases/Flashing:SUNMODO NANOMOUNT Fasteners:DF #14-10 x 2" (DECKING) Sealant:CHEMLINK M-1 or Approved Alt. Max. Spacing:60" USE 48" TYP. ARRAY NOTES 1.Framing and attachment locations to be verified on site. 2.Bases are staggered to distribute point loading except at edges of array. 3.5th Screw allowed if one screw does not make solid connection; min. 4 screws must be solid. 4.Additional or alternative bases may be used to meet actual roof conditions. 5.Ironridge Rail Gap Spacing: 5.1.3/8" Horizontal Spacing 5.2.1/4" Vertical Spacing 311 WELLS STREET, SUITE B GREENFIELD, MA 01301 WWW.PVSQUARED.COOP 413-772-8788 SIZE: PV SQUARED SOLAR SCALE: DATE: BY: REV: HABITAT 785 BURTS PIT 785 BURTS PIT RD. NORTHAMPTON, MA 01062 ARRAY LAYOUT & ROOF DATA 4/21/2023 ROBIN CREAMER AS SHOWN 11x17 PV-M2 1 NORTHAMPTON TRUSSES 24" OC PLYWOOD DECKINGRAIL SUNMODO NANOMOUNT BASES INSTALL ON DECKING 4 SCREWS PER BASE 48" OC TYP. APPROXIMATE RAIL LOCATIONS DIST. FROM BOTTOM OF ARRAY 1 9" 2 32 1 2" 3 48" 4 96" 5 110" 6 157 1 2" NOTES: POSITION ARRAY TO ALLOW FOR FIRE SETBACKS AS SHOWN IN SITE PLAN 311 WELLS STREET, SUITE B GREENFIELD, MA 01301 WWW.PVSQUARED.COOP 413-772-8788 SIZE: PV SQUARED SOLAR SCALE: DATE: BY: REV: HABITAT 785 BURTS PIT 785 BURTS PIT RD. NORTHAMPTON, MA 01062 MODULE MAP 4/21/2023 ROBIN CREAMER NO SCALE 11x17 PV-M4 1 NORTHAMPTON OVERHANG INFO HEEL HEIGHT GABLE STUDS 00-00-00 0 IN. OC END CUT RETURN PLUMB REQ. ENGINEERING JOBSITE REQ. LAYOUTS JOBSITE 1 1 QUOTE LAYOUT CUTTING BRT BRT DATEBY S H I P T O 125 Sunderland Road PO Box North Amherst, MA Cowls Building Supply S O L D T O (413) 549-0001 SALES REP ORDER DATE REQ. QUOTE DATE DELIVERY DATE / / / / 03/09/22 ORDER # QUOTE # TERMS SALES AREA CUSTOMER PO # CUSTOMER ACCT # INVOICE # COWNNAM1 ORDERED BY SUPERINTENDENT JOBSITE PHONE # DATE OF INVOICE 22011925BR Brian Tetreault Massachusetts / / / Peter Van Buren (413) 549-0001 PAGE 1 SPECIAL INSTRUCTIONS: *11/22/21 plans. *Connector, shed and overlay conventionally framed. DELIVERY INSTRUCTIONS: JOB NAME: MODEL: TAG:Roof Trusses Broughton's Meadow Homes-1 Bed BUILDING DEPARTMENT Roof Trusses JOB CATEGORY: Residential LOT # SUBDIV: DATE03/09/22 785 Burts Pit Road Northampton, MA 01062 Broughton's Meadow Peter Van Buren 03/09/22 03/09/22 / / 155 Bay Road, PO Box 945, Belchertown, MA. 01007 Phone: 413-323-7247 Fax: 413-323-5780 UFP Belchertown, LLC DESIGNER Brian Tetreault QTY TYPE SPAN LUMBER TOP BOT OVERHANG LEFT RIGHT CANTILEVER LEFT RIGHT PITCH TOP BOT ID TOTAL PRICEPRICE UNITPROFILE ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL 35.0,15.0,0.0,15.0 STRESS INCR. 1.00INFORMATION ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.)ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL 35.0,15.0,0.0,15.0 STRESS INCR. INFORMATION PLY LEFT RIGHT STUBO/ABASE SPAN T01 6.00 0.00 26-00-00 01-06-00 01-06-002 X 4 2 X 4 COMMON 15 26-00-00 T01GE 6.00 0.00 26-00-00 01-06-00 01-06-002 X 4 2 X 4 COMMON 2 26-00-00 ROOF SUB-TOTAL: ACCEPTED BY BUYER PURCHASER: BY: TITLE: JOB ADDRESS: PHONE: DATE: ACCEPTED BY SELLER BY: TITLE: DATE OF ACCEPTANCE: SUB-TOTAL GRAND TOTAL Quote is based on current design values at the time of quote (lumber, EWP, hardware, etc). Should any of these values change prior to completion of this project, reserves the right to adjust the sell price accordingly. UFP Belchertown, LLC QUOTE POLICY: QUOTE VALID FOR 7 DAYS. AFTER 7 DAYS, UFP RESERVES THE RIGHT TO REVIEW / ADJUST ALL PRICING. Sealed individual truss drawings are included in the pricing. Sealed layouts, stamped bracing diagrams are NOT included BUT can be provided for an additional charge. Full payment made on net 30 day terms. No pay-if paid terms. UFP reserves the right to hold shipments if we are not paid within the agreed upon payment terms PURCHASE ORDER POLICY: Purchase orders are valid for a period of 30 days. Orders moved past a 30 day period are subject to price review to current market conditions. Trim overhang asrequired at overframeConventionally framedRotate attic accessbetween trusses asspacedT01GET01GET01(15)12' 0" 26' 0" 30' 9"8' 0"30' 9"1' 11 1/4"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"ROOF AREA 1245.56 ft²SHEATHING COUNT* 43 sheetsOVERHANGE LINES 96.75 ftRAKED LINES 81.62 ftRIDGE LINES 46.5 ftHIP LINES 0 ftVALLEY LINES 0 ftTrussTrax.ufpi.comThe following informationis an approximate andNOT guaranteed.(315) 253-2758(800) 488-7247(856) 767-0043(800) 488-2811(800) 333-2092(800) 828-2906(800) 842-6673(607) 563-1556UFP AuburnUFP BelchertownUFP BerlinUFP GordonUFP HudsonUFP New WindsorUFP ParkerUFP SidneyThis drawing is property of UFP Site Built, LLC.Any unauthorized use of this document withoutwritten permission is prohibited. UFP relinquishesownership of delivered product upon delivery.Owner of product must obtain UFP's authorizationprior to any alteration or modification of product;UFP will not be held responsible for anyunauthorized modifications done or costs incurredwithout prior written authorization from UFP.785 Burts Pit RoadNorthampton, MA 01062Broughton's Meadow HomesHabitat for Humanity1 Bedroom UnitREVISIONSDATE DESCRIPTION DSN3/9/22Updated pitch and overhang per currentplans.-- - -- - -- - -- - -- - -- - -- - -22011925BRSTRUC DATEJOB #:DESIGNERBRTARCH DATELAYOUT DATE3/7/22N/A3/9/22SCALE:N.T.S.THIS IS A TRUSS/COMPONENT PLACEMENT DIAGRAM (TPD) ONLY; NOTAN ENGINEERED DOCUMENT. Trusses are designed as individualbuildingcomponents tobe incorporated into the building design at the specification of thebuilding designer. See individual truss design drawings (TDD's) foreach truss designidentified on the TPD. The building designer is responsiblefor temporaryand permanent bracing of the roof and floor system and for the overall structure. The design of the support structure including but not limited to headers, beams, walls, and columns is also the responsibility of the building designer. For general guidanceregarding installation and bracing, consult "Building Component Safety Information" (BCSI) available from the SBC Association (www.sbcacomponents.com). It is the responsibility of the General Contractor to verify that the provided component layout matches the final intended construction plans, loading conditions, and use. Ifthey do not, it is the responsibility of the General Contractor to notify UFP and provide plans containing the latest specifications and designs. UFP will not be responsible for planchanges by others after final approval of shop drawings, or for errors or modifications made on-site during construction. DO NOT CUT, NOTCH,DRILL, OR OTHERWISE "REPAIR" MANUFACTURED TRUSSES IN ANY WAYWITHOUT PRIOR WRITTEN AUTHORIZATION BY A LICENSED PROFESSIONAL DESIGNATED BY UFP. The Framer is responsible to verify all dimensions, including adjusting member spacing within tolerances to allow for the drop and rise ofplumbing/HVAC, unless noted otherwise. Truss-to-wall connections, if shown, are for uplift only and do not consider lateral loads. All connectors on this project are to be installed per the connector manufacturer's specifications. All connectors shown that are not truss-to-truss are suggestionsonly and are to be verified by theBuilding Designer or Engineer of Record for suitability to this particular project. UFP accepts no responsibility for the specific application or suitability of any connector that is not truss-to-truss as they apply to this specific structure.FOR APPROVAL - ROOF TRUSS PLACEMENT PLANROOF TRUSS CRITERIABUILDING CODEIRC2015SNOW LOAD35.000 lb/ft²TOP CHORD DEAD LOAD15.000 lb/ft²BOTTOM CHORD LIVE LOAD0.000 lb/ft²BOTTOM CHORD DEAD LOAD15.000 lb/ft²LIVE LOAD DEFLECTION240TOTAL LOAD DEFLECTION180LEFT END OF TRUSS IS NOTED AS(TYPICAL)ROOF TRUSS NOTES: 612 =3x6 =3x8 =5x6 =3x4 =MT20HS 3x10 =5x6 =MT20HS 3x10 =MT20HS 3x10 =3x4 =5x6 =3x8 =3x6 14 13 21 12 11 10 22 91 82 2015 73 1916 641817 5 T2 T1 T2 T1 W1 W1 B1 B2 W4 W3 W4 W3W2 W2 1-06-00 27-06-00 1-06-00 -1-06-00 6-04-04 13-00-00 6-04-04 19-04-04 6-07-12 26-00-00 6-07-12 6-07-12 8-05-11 17-02-13 8-09-03 8-09-03 8-09-03 26-00-001-08-008-02-00Scale = 1:55.6 Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.64 Vert(LL)-0.24 11-13 >999 240 MT20HS 148/108 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.84 Vert(CT)-0.36 11-13 >856 180 MT20 197/144 TCDL 15.0 Rep Stress Incr YES WB 0.56 Horz(CT)0.07 10 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-MS BCDL 15.0 Weight: 119 lb FT = 20% LUMBER TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 14-2,10-8:2x6 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-3-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 7-10 REACTIONS (size)10=5-08, (min. 2-14), 14=5-08, (min. 2-14) Max Horiz 14=-115 (LC 9) Max Uplift 10=-116 (LC 12), 14=-116 (LC 11) Max Grav 10=1833 (LC 1), 14=1833 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-373/72, 3-16=-1967/181, 4-16=-1849/190, 4-17=-1811/194, 5-17=-1811/207, 5-18=-1811/207, 6-18=-1811/194, 6-19=-1849/190, 7-19=-1967/181, 8-20=-373/72, 2-14=-590/170, 8-10=-590/170 BOT CHORD 13-14=-114/1739, 13-21=-1/1345, 12-21=-1/1345, 12-22=-1/1345, 11-22=-1/1345, 10-11=-54/1739 WEBS 5-11=-77/685, 7-11=-378/175, 5-13=-77/685, 3-13=-378/175, 3-14=-1902/80, 7-10=-1902/80 NOTES 1)Wind: ASCE 7-10; Vult=117mph (3-second gust) Vasd=92mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -1-6-0 to 1-6-0, Interior (1) 1-6-0 to 10-0-0, Exterior (2) 10-0-0 to 16-0-0, Interior (1) 16-0-0 to 24-6-0, Exterior (2) 24-6-0 to 27-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5)All plates are MT20 plates unless otherwise indicated. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 15.0psf. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 lb uplift at joint 14 and 116 lb uplift at joint 10. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 785 Burts Pit Rd. Northampton, MA T01 Common 15 122011925BR Job Reference (optional) UFP Site Built, LLC, UFP SE Engineering Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Tue Mar 08 14:00:55 Page: 1 ID:z3rHLpDF7x0xzvZOGVNLDxzpvnD-0cs4?G9q7JZfwhIDzl6kXoRe_VfaP0yxjBY8tpzczoM This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute. 612 =4x4 =3x4 =4x4 =3x4 =3x4 =4x4 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 191 1821734136 164 155 146 4037 137 3938812119 10 W1 T2 T1 T2 T1 W1 B1 B2 ST7 ST6 ST5 ST4 ST3 ST2 ST1 ST6 ST5 ST4 ST3 ST2 ST1 1-06-00 27-06-00 1-06-00 -1-06-00 13-00-00 13-00-00 13-00-00 26-00-00 26-00-001-08-008-02-00Scale = 1:54.7 Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.05 Vert(CT)n/a -n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.25 Horz(CT)0.00 20 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-MR BCDL 15.0 Weight: 137 lb FT = 20% LUMBER TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS All bearings 26-00-00. (lb) -Max Horiz 35=-115 (LC 9) Max Uplift All uplift 100 (lb) or less at joint(s) 20, 22, 23, 24, 25, 27, 29, 30, 31, 32, 33 except 21=-111 (LC 12), 34=-127 (LC 11), 35=-131 (LC 7) Max Grav All reactions 250 (lb) or less at joint (s) 21, 34 except 20=459 (LC 17), 22=276 (LC 19), 23=258 (LC 1), 24=272 (LC 19), 25=329 (LC 19), 27=358 (LC 19), 28=278 (LC 24), 29=358 (LC 18), 30=329 (LC 18), 31=272 (LC 18), 32=258 (LC 1), 33=276 (LC 18), 35=459 (LC 17) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-35=-450/151, 9-10=-91/281, 10-11=-91/281, 18-20=-450/151 WEBS 9-29=-298/103, 7-30=-269/76, 11-27=-298/103, 13-25=-269/76 NOTES 1)Wind: ASCE 7-10; Vult=117mph (3-second gust) Vasd=92mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) -1-6-0 to 1-6-0, Exterior (2) 1-6-0 to 10-0-0, Corner (3) 10-0-0 to 16-0-0, Exterior (2) 16-0-0 to 24-6-0, Corner (3) 24-6-0 to 27-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9)Gable studs spaced at 2-0-0 oc. 10)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 29, 30, 31, 32, 33, 27, 25, 24, 23, 22 except (jt=lb) 35=130, 34=127, 21=111. 12)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 785 Burts Pit Rd. Northampton, MA T01GE Common Supported Gable 2 122011925BR Job Reference (optional) UFP Site Built, LLC, UFP SE Engineering Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Tue Mar 08 14:00:55 Page: 1 ID:l8OA9AjbErJ_0MnTjJ8CwozpvmZ-0cs4?G9q7JZfwhIDzl6kXoRj8VstP5qxjBY8tpzczoM E-Series Residential Solar Panels Datasheet More than 20% Efficiency Ideal for roofs where space is at a premium or where future expansion might be needed. High Performance Delivers excellent performance in real-world conditions, such as high temperatures, clouds and low light.1,2,4 Proven Value Designed for residential rooftops, E-Series panels deliver the features, value and performance for any home. Maxeon® Solar Cells: Fundamentally better Engineered for performance, designed for durability. Engineered for Peace of Mind Designed to deliver consistent, trouble-free energy over a very long lifetime. 3,4 Designed for Durability The SunPower Maxeon Solar Cell is the only cell built on a solid copper foundation. Virtually impervious to the corrosion and cracking that degrade conventional panels. 3 #1 Rank in Fraunhofer durability test.9 100% power maintained in Atlas 25+ comprehensive durability test.10 High Performance & Excellent Durability High Efficiency5 Generate more energy per square foot E-Series residential panels convert more sunlight to electricity by producing 31% more power per panel1 and 60% more energy per square foot over 25 years.1,2,3 High Energy Production6 Produce more energy per rated watt High year-one performance delivers 7–9% more energy per rated watt.2 This advantage increases over time, producing 20% more energy over the first 25 years to meet your needs.3 00 0 5 10 15 20 25 SunPower E-Series Conventional 25-Year Energy Production / WattYears 50% 60% 70% 80% 90% 110% 100% 120% 35% more, year 25 8% more, year 1 000020% More Energy Per Rated Watt 0% 2% 4% 6% 8% 10% Maintains High Power at High Temps No Light-Induced Degradation High Average Watts High-Performance Anti-Reﬂective Glass Better Low-Light and Spectral Response Year 1 Energy Advantage / Watt 20 SPR-E20-327 SunPower® E-Series Residential Solar Panels | E20-327 E-Series Residential Solar Panels Tests And Certifications Standard Tests13 UL1703 (Type 2 Fire Rating), IEC 61215, IEC 61730 Quality Certs ISO 9001:2008, ISO 14001:2004 EHS Compliance RoHS, OHSAS 18001:2007, lead free, REACH SVHC-163, PV Cycle Sustainability Cradle to Cradle CertifiedTM Silver (eligible for LEED points)14 Ammonia Test IEC 62716 Desert Test 10.1109/PVSC.2013.6744437 Salt Spray Test IEC 61701 (maximum severity) PID Test Potential-Induced Degradation free: 1000 V9 Available Listings15 UL, TUV, JET, MCS, FSEC, CEC Operating Condition And Mechanical Data Temperature –40° F to +185° F (–40° C to +85° C) Impact Resistance 1 inch (25 mm) diameter hail at 52 mph (23 m/s) Appearance Class A Solar Cells 96 Monocrystalline Maxeon Gen II Tempered Glass High-transmission tempered anti-reflective Junction Box IP-65, MC4 compatible Weight 41 lbs (18.6 kg) Max. Load G5 Frame: Wind: 62 psf, 3000 Pa front & back Snow: 125 psf, 6000 Pa front G3 Frame: Wind: 50 psf, 2400 Pa front & back Snow: 112 psf, 5400 Pa front Frame Class 1 black anodized (highest AAMA rating) G5 FRAME PROFILE G3 FRAME PROFILE 30 mm [1.2 in] [1.8 in]InvisiMountTM Compatible Not InvisiMount Compatible 1558 mm [61.3 in] 1046 mm [41.2 in] 46 mm [1.8 in] 46 mm32 mm [1.3 in] LONG SIDE 22 mm [0.9 in] SHORT SIDE [1.8 in] 46 mm G5 frames have no mounting holes. Please read the safety and installation guide. Electrical Data SPR-E20-327 SPR-E19-320 Nominal Power (Pnom)11 327 W 320 W Power Tolerance +5/–0% +5/–0% Avg. Panel Efficiency12 20.4% 19.9% Rated Voltage (Vmpp) 54.7 V 54.7 V Rated Current (Impp) 5.98 A 5.86 A Open-Circuit Voltage (Voc) 64.9 V 64.8 V Short-Circuit Current (Isc) 6.46 A 6.24 A Max. System Voltage 600 V UL & 1000 V IEC Maximum Series Fuse 15 A Power Temp Coef. –0.35% / o C Voltage Temp Coef. –176.6 mV / o C Current Temp Coef. 2.6 mA / o C REFERENCES: 1 All comparisons are SPR-E20-327 vs. a representative conventional panel: 250 W, approx. 1.6 m², 15.3% efficiency. 2 Typically 7–9% more energy per watt, BEW/DNV Engineering “SunPower Yield Report,” Jan 2013. 3 SunPower 0.25%/yr degradation vs. 1.0%/yr conv. panel. Campeau, Z. et al. “SunPower Module Degradation Rate,” SunPower white paper, Feb 2013; Jordan, Dirk “SunPower Test Report,” NREL, Q1-2015. 4 “SunPower Module 40-Year Useful Life” SunPower white paper, May 2015. Useful life is 99 out of 100 panels operating at more than 70% of rated power. 5 Second highest, after SunPower X-Series, of over 3,200 silicon solar panels, Photon Module Survey, Feb 2014. 6 8% more energy than the average of the top 10 panel companies tested in 2012 (151 panels, 102 companies), Photon International, Feb 2013. 7 Compared with the top 15 manufacturers. SunPower Warranty Review, May 2015. 8 Some restrictions and exclusions may apply. See warranty for details. 9 5 of top 8 panel manufacturers tested in 2013 report, 3 additional panels in 2014. Ferrara, C., et al. "Fraunhofer PV Durability Initiative for Solar Modules: Part 2". Photovoltaics International, 2014. 10 Compared with the non-stress-tested control panel. Atlas 25+ Durability test report, Feb 2013. 11 Standard Test Conditions (1000 W/m² irradiance, AM 1.5, 25° C). NREL calibration Standard: SOMS current, LACCS FF and Voltage. 12 Based on average of measured power values during production. 13 Type 2 fire rating per UL1703:2013, Class C fire rating per UL1703:2002. 14 See salesperson for details. 15 Only SPR-E20-327 has JET certification. SunPower Offers The Best Combined Power And Product Warranty Power Warranty Product Warranty 75% 80% 85% 90% 95% 100% 0 5 10 15 20 25 Years Traditional Warranty SunPower Conventional panel “linear” warranty 0 5 10 15 20 25 SunPower Traditional Warranty Years More guaranteed power: 95% for first 5 years, −0.4%/yr. to year 25 7 Combined Power and Product defect 25year coverage 8 Document # 504860 Rev F /LTR_US ©December 2016 SunPower Corporation. All rights reserved. SUNPOWER, the SUNPOWER logo, MAXEON, SIGNATURE and InvisiMount are trademarks or registered trademarks of SunPower Corporation. Specifications included in this datasheet are subject to change without notice. SunPower® E-Series Residential Solar Panels | E20-327 See www.sunpower.com/facts for more reference information. For more details, see extended datasheet: www.sunpower.com/datasheets. SunPower® E-Series Residential Solar Panels | E20-327 Cut Sheet v1.0 See Description / Length 1.75 .46 .58 1.00 .62 1.33 1.67 XR10 Rail Cut Sheet 1 11.00 ALIGNMENT CIRCLEBONDING SPRING STOP TAB 0.61 1.29 0.88 Rail shown for reference 1) Bonded Splice, XR10 ITEM NO DESCRIPTION QTY IN KIT 1 SPLICE, XR10, MILL 1 Part Number Description XR10-BOSS-01-M1 Bonded Splice, XR10 Propery Value Material 6000 Series Aluminum Finish Mill Bonded Splice, XR10 v1.0 Cut Sheet See Description / Length 2.44 .58 1.25 2.34 1.99 .66 .46 APPROVED MATERIALS: 6005-T6, 6005A-T61, 6105-T5, 6N01-T6 (34,000 PSI YIELD STRENGTH MINIMUM) XR100 Rail v1.1 Cut Sheet v1.0 12.0 1 2 XR-100-SPLC-BD KIT, XR100 BONDED SPLICE 2) Screw, Self Drilling 1.93 1.24 .93 1) Splice, XR100, Mill 12" long .31 .42 .63 .15 #12-14 TYPE “B” THREAD XR-100 RAIL Property Value Material 6000 Series Aluminum Finish Mill Property Value Material 300 Series Stainless Steel Finish Clear XR100 Bonded Splice Cut Sheet NanoMount NanoMount Material: Aluminum Finish: Black Powder Coating Material: USWR Gasket with Adhesive Details are subject to change without notice D10214-V003 Dimensions shown are inches (and millimeters) NanoMount NanoMount Gasket Description K50058-BK1 Part Number NanoMount USWR Gasket Cut Sheet NanoMount Lag Bolt Details are subject to change without notice Material: Stainless Steel Finish: Clear 2.Sealing Washer .26ID X .50X .125 Material: EPDM + Stainless Steel 1.Self-Tapping Screw, #6.3 X 76 Details are subject to change without notice D10214-V003 Dimensions shown are inches (and millimeters)Dimensions shown are inches (and millimeters) Material: Stainless Steel Finish: Clear 2. Sealing Washer .33ID X.75X.157 Material: EPDM + Stainless Steel 1.. Hex Lag Bolt M8X115, DIN 571, 304 Material: Stainless SteelMaterial: Stainless SteelMaterial: Stainless Steel Lag Bolt Assembly Decking Screw Assembly NanoMount Decking Screw Decking Screw Assembly Self-Tapping Screw, #6.3 X 76 Sealing Washer .26ID X .50X .125 Description K50049-BK1 Part Number K50055-BK1 Lag Bolt Assembly Hex Lag Bolt M8X115, DIN 571, 304S Sealing Washer .33 ID X .75 X .157 Cut Sheet © 2022 IronRidge, Inc. All rights reserved. Visit www.ir-patents.com for patent information.QM-HUG-01-B1 or QM-HUG-01-M1 Cut Sheet Rev 1.0 1 RD STRUCTURAL SCREW PN RD-1430-01-M1 SOLD SEPARATELY SHOWN FOR REFERENCE Release Liner shown for reference ITEM NO DESCRIPTION QTY IN KIT 1 QM Halo UltraGrip(Mill or Black)1 PART NUMBER DESCRIPTION QM-HUG-01-M1 Halo UltraGrip - Mill QM-HUG-01-B1 Halo UltraGrip - Black QuickMount® Halo UltraGrip Cut Sheet © 2022 IronRidge, Inc. All rights reserved. Visit www.ir-patents.com for patent information.QM-HUG-01-B1 or QM-HUG-01-M1 Cut Sheet Rev 1.0 3.83 .38 3.35 1.63 2.99 .40 .34 .26 1.56 1. Halo UltraGrip Property Value Material 3000 Series Aluminium Finish Mill or Black