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44-142
BP-2022-0988 272 OLD WILSON RD COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 44-142-001 CITY OF NORTHAMPTON Permit: New Build PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) BUILDING PERMIT Permit# BP-2022-0988 PERMISSION IS HEREBY GRANT l I TO: Project# NEW HOUSE Contractor: License: Est. Cost: 783946 WRIGHT BUILDERS 065521 Const.Class: Exp.Date:01/25/2024 Use Group: Owner: E. D'AMOUR, MARGARET Lot Size (sq.ft.) Zoning: Applicant: WRIGHT BUILDERS Applicant Address Phone: Insurance: 48 Bates St 413586-8287 MCC20020005342021A NORTHAMPTON, MA 01060 ISSUED ON:08/18/2022 TO PERFORM THE FOLLOWING WORK: NEW SINGLE FAMILY HOUSE 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: Final: Final: Final: Rough Frame: Gas: Fire Department Driveway Final: Fireplace/Chimney: Rough: Oil: Insulation: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: Fees Paid: $1,356.00 212 Main Street,Phone(413) 587-1240,Fax:(413)587-1272 Office of the Building Commissioner 4 . -OLr PiP - REPLI- .�.� AZ., The Commonwealth of Massach setts AUG1 5 F u R Board of BuildingRegulations and an.. irm i C 'ALITY �, Massachusetts State Building Code, '80 0, R E Building Permit Application To Construct,Repair,i'enikE6e.t re r a��v. '•. R• ise'Mar 2 i 11 One-or Two-Family Dwelli - NORTHAMPTON.+MA 0Ec oNS This Section For Official Use Only Building Permit Number: 1'G--40)'61'— 'g r Date Applied: i Itirl ?/18) Building Official(Print Name) Signature ) to SECTION 1:SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers 272 Old Wilson Road 44 142-001 1.1 a Is this an accepted street?yes x no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: SR Single Family Home 67,518 SF 166' Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard I Required Provided Required Provided Required Provided 30' 31' 15' 15'-6" 30' 30'-6" 1.6 Water Supply:(M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public MI Private 0 Zone: Outside Flood Zone? Municipal 0 On site disposal system MI Check if yes® SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: Margaret(Maggie) D'Amour Northampton, MA 01062 Name(Print) City,State,ZIP 272 Old Wilson Road (413)896-0668 mdamour86na.gmail.com No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK2(check all that apply) New Construction® Existing Building 0 Owner-Occupied 0 Repairs(s) ❑ Alteration(s) 0 Addition 0 Demolition 0 Accessory Bldg. 0 Number of Units Other 0 Specify: Brief Description of Proposed Work': New single family home, heat pump ducted system, ERV, septic tank Fire Suppression system due to distance from road SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1.Building $ 669,462 1. Building Permit Fee:$ Indicate how fee is determined: 2.Electrical $ ❑Standard City/Town Application Fee 48,295 ❑Total Project Costa(Item 6)x multiplier x 3.Plumbing $ 34,500 2. Other Fees: $ 4.Mechanical (HVAC) $ 25,689 List: 5.Mechanical (Fire $ Suppression) 6,000 Total All Fees: $ 6.Total Project Cost: $ 783 946 Check No.(�31 I Ch Cash Amount:eck Amount:I 3 0 Paid in Full 0 Outstanding Balance Due: Please see attached Permit Fee SF Calc SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) CS-065521 1/25/2024 Steven Barrett License Number Expiration Date Name of CSL Holder 11 97 Federal Street PO Box 503 List CSL Type(see below) No.and Street Type Description Belchertown, MA 01007 U Unrestricted(Buildings up to 35,000 cu.ft.) R Restricted 1&2 Family Dwelling City/Town,State,ZIP M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances 413-586-8287 sbarrett@wright-builders.com I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) 101536 6/25/2024 Wright Builders, Inc. HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name 48 Bates Street nwright@wright-builders.com No.and Street Email address Northampton, MA 01060 413-923-2870 City/Town,State,ZIP Telephone 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 Wright Builders, Inc. to act on my behalf,in all matters relative to work authorized by this building permit application. Maggie D'Amour 8/4/2022 Print Owner's Name(Electronic Signature) Date SECTION 7b:OWNER'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 • e ••-:. urate to the best of my knowledge and understanding. Wright Builders, Inc. / f!�rf 8/4/2022 Print Owner's or Authorized Agent's Name( ectronic 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/dns 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) 4,159 SF (including garage,finished basement/attics,decks or porch) Gross living area(sq.ft.) 2,328 SF Habitable room count 4 Number of fireplaces 1 Number of bedrooms 2 Number of bathrooms 2 Number of half/baths 0 Type of heating system Heat pump Number of decks/porches 4 Type of cooling system Heat pump- Ducted Enclosed 1 Open 3 3. "Total Project Square Footage"may be substituted for"Total Project Cost" City of Northampton �`YM MST +•.• 7, " ; o'. sss,...-**:sic .fx' k Massachusetts � r'"R Ji wj v . 'i. ,ti DEPARTMENT OF BUILDING INSPECTIONS yl n .'7w ' ' 212 Main Street • Municipal Building JF•.. D cs .5 .- s'' Northampton, MA 01060 •rsbjy �1• CONSTRUCTION DEBRIS AFFIDAVIT (FOR ALL DEMOLITION AND RENOVATION PROJECTS) In accordance of the provisions of MGL c 40, S54, a condition of Building Permit Number is that all debris resulting from this work shall be disposed of in a properly licensed waste disposal facility, as defined by MGL c 111, S 150A. The debris will be disposed of in: Location of Facility: 686 Main Street Holyoke, MA Casella Waste Systems Vabt-1 QeCyC(.�,n )3(1 EaS�l4u /)/r4 /2 () J Aid r uif-um, /v1/4 Ciao() The debris will be transported by: Name of Hauler: J&J Trucking or Wickles Trucking i Signature of Applicant: VA Date: gr Z:,� The Commonwealth of.11ussnchusetts tt a __el Department of Industrial Accidents Igo=- 1 Congress Street,Suite 100 _.;4��__- Boston, MA 02114-201 7 .H;F,=j1s cowlRmuss.govidin 11'otiters'Compensation insurance Affidavit:Bui ders9("unlractor fElectricians(Plumbers. ID tit:FILE))VI fill i'HE PER11l'17ING AI!"1'IIUltf I. Applicant Information Please Print I_etibls Name tRosins.vOrganiranottindiuidualt: Wright Builders, Inc. Address: 48 Bates Street City/StatelZip: Northampton, MA 01060 Phone#: 413-586-8287 Are you an employ re,it'heck the appropriate ion: Type of project(required): LEI I and a etrtploycr„tih 22 cnrpli,,ecs(full and or part-tirn:'t-• 7. CI Nets construction 2.3 I am a sole prop icier or turincaship and hale no en:pit sem working log Ilk:in 8. 0 Remodeling any capacity-[`o ucrtaa-a comp.insurance required] 9. p Demolition 3LI I am a itwinY.wna doiriv all suck thyself.INo workers'cone,.insurance n-quinzi_I" l0 Q Building addition 4.0 I am a hotncui tax and will be hiring oun tra.aurs to conduct all wink on in prupkatr- I w ell ensure that all eudrai,n,s Cif hater:workers"coagwaualrmi nn+urance o an sole I I 0 Electrical repairs or additions proprietor.w ith no employees_ 12.0 Plumbing repairs or additions ND I am a general cuntiactor and I have hind die sub-contractors listed on the amschsd sheet. 134:j Rtr. J repairs These sub-contactors fuse►mployem and hose wurk.rs'comp.tnaurancn-• _ 14.QOth.i 611 VI c arc a c.arpmeatuon and its officers hax n exercised their richt of exemption per Mt&a 15'i It di-and we lust no catuplos.-es.[No ssorkcas'comp_insurance required.[ •Any applicant that chocks boa=i inuut also till out the section below sbtns ing their%otters'compensation polio, information_ t Ita)rnc-un ncm whit submit tlu,atitda,,it indicating dieso an doing all work and then hire onside coitirackir,rmbl sulimat a ncroc otfida%it indicating such. :Contractors.that check thi>1rkt moist atm.:hod an additional shoo shots inn the name oldie sub-oaaitra.tors:rid stale Whether[a not louse entities hale employees_ If the sub-coloractin%lase cariployecs.they maul prosidc their workers'asap-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 Insurance Co. .__— Policy#or Sell-ins.Lie. MCC-200-2000534-2021A Expiration Date: 3/1/2023 Job Site Address 272 Old Wilson Road City/Statel'Zip:Northampton, MA 01062 Attach a copy of the workers'cotnpensatlan policy declaration page(showing the policy number and expiration date). Failure to secure coverage as requited under MGL c. 152,§25A is a criminal violation punishable by a line up to$l.500.00 and or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and LI l ne of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations oldie DIA for insurance co\eraee verification. I e fo hereby Ind. he pains and penalties of perjury that the information provided above is true and correct_41 Signature Pay V Date. 8/4/2022 Phone#: 413-923-2870 Ojjcial use only. Du not write in this area,to be completed by city or town official Carte or Tos►n: Permit/License 4 Issuing.tutlitirilh Icircle one): 1. Board of I[calth 22.Building Department 3.City ffossn Clerk 4.Electrical Inspector 5.Plumbing Inspector fi.Other Contact Person: Phone lt: �"...N WRIGBUI-01 KAYLA ACORO" CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) kii.....------ 2/28/2022 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 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). PRODUCER CONTACT Kayla Marie Drinkwine NAME: Phillips Insurance Agency,Inc. PHONE FAx 97 Center Street (A/C,No,Ext):(413)594-5984I(A/c,No):(413)592-8499 Chicopee,MA 01013 ADDRESS:kayla@phlilipsinsurance.com INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:EMC Insurance Companies 21415 INSURED INSURER B:Massachusetts Employers Insurance Company Wright Builders,Inc. INSURER C: _ 48 Bates Street INSURER D: Northampton,MA 01060 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 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 SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR INS WVD IMM/DD/YYYYI /MMIDD/YYYYI A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE X OCCUR 6D18616 3/1/2022 3/1/2023 DAMAGE TO RENTED 500,000 PREMISES(Ea occurrence) $ MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GENTAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY X JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: EMPLOYEE BENEFI $ 1,000,000 A AUTOMOBILE LIABILITY COM Ea aBINEeD SINGLE LIMIT $ 1,000,000 X ANY AUTO 6Z18616 3/1/2022 3/1/2023 BODILY INJURY(Per person) $ OWNED SCHEDULED _ AUTOSR ONLY AUTOS yy D BODILY INJURY(Per accident) $ AUTOS ONLY _ AUTOS ONLY Pper acciident)DAMAGE $ $ A X UMBRELLA X OCCUR EACH OCCURRENCE $ 5,000,000 EXCESS LIAB CLAIMS-MADE 6J18616 3/1/2022 3/1/2023 AGGREGATE $ 5,000,000 DED X RETENTION$ 10,000 $ B WORKERS COMPENSATION X PER AND EMPLOYERS'LIABILITY STATUTE ERH MCC-200-2000534-2021A 3/1/2022 3/1/2023 500,000 ANY OFFICER/MEMBEERIPARTNER/E EXCLUD D?ECUTIVE N N/A E.L.EACH ACCIDENT $ (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/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 Evidence of Insurance THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD l ,0-'-?? CITY OF NORTHAMPTON,MASSACHUSETTS PENDING APPROVAL ti DEPARTMENT OF PUBLIC WORKS OLD WILSON ROAD � 125 Locust Street n ' Northampton,MA 01060 Trench Permit Number: 2022-069 41 3. 870 Date Approved: 7�' UI4I Faxx 41 413»587-�i 576 Expiration Date: AP 1 Lr 7/4 u m (for City Use Only) EXCAVATION/TRENCH PERMIT • Pursuant to G.L.c.82A and 520 CMR 14.00 et seq.(as amended) This permit must be fully completed prior to consideration.Submit completed form with permit fee to Northampton Department of Public Works,125 Locust Street,Northampton,MA 01060. • This permit is issued under the provisions of M.G.L.c.82A,520 CMR 14.00 and applicable sections of the Revised Ordinances of the City of Northampton,including,but not limited to,Section 285-21. Fee:$250 Check#:62285 Date Issued:8/30/2021 Name of Applicant Primary Phone# WRIGHT BUILDERS 413-586-8287 ROGER COONEY. Street Address Emergency Phone# 48 BATES STREET City/Town State Zip Email NORTHAMPTON MA 01060 Name of Excavator Primary Phone# • DAVE LOVEN 695-7305 Street Address Emergency Phone# 230 RESERVOIR ROAD City/Town State Zip Email WESTHAMPTON MA 01027 Name of Property Owner(s) Primary Phone# ERICSSON BROADBENT 978-906-5592 Street Address Emergency Phone# 258,254,264,268,272 OLD WILSON RD City/Town State Zip Email NORTHAMPTON MA 01060 Insurance Certificate# Policy Expiration Date ON FILE Name&Contact Information of Insurer ON FILE Dig Safe#&Start Date from Dig Safe Ticket: 2021-280-4622 r • Project Description/Location of Work Provide the following: ®Description of purpose and exact location of proposed work including description of what is to be laid or repaired in the proposed trench(e.g. water pipe,sewer pipe, drainpipe,gas line, power line,communication lines,etc.) Sketch or drawing showing all proposed work. ®Anticipated Start of Work Date. Description: • PINE MEADOWS DEVELOPMENT OLD WILSON ROAD 254,258, 264,268,272 OLD WILSON ROAD CURB CUT INTO DEVELOPMENT V 0 3 NEW CONSTRUCTION on four homes,#264 started in November 2021 with all permits WORK ON NEW CURB CUT AND CONNECTING TO WATER,R,SEWER, AND ALL ELECT,ETC. PERMITS ASSOC WITH THIS TRENCH: W04-22 W05-22 W06-22 W07.22 803-22 N/A SEPTIC SERVICES ON ALL LOTS. W228-21 Water Entry for 264 Old Wilson approved on 11/20/2021 Check if applicable: ❑ Emergency ® Work on Private Property El Work in Public Right of Way ❑ Work within State Layout(attach State Permit) ❑ Work within 50'of a Public Shade Tree(see attached Public Shade Tree Regulations) O Tree removal required(see attached Public Shade Tree Regulations) ❑ Tree protection,trimming,or root pruning required(see attached Public Shade Tree Regulations) ❑ Work within 100'of a wetland or 200 Ft.of a stream or river (attach Permit) ❑ Work within floodplain (attach permit) ❑ Public Water/Sewer/Drain Entry Permit(attach permit,if available) ❑ Driveway Permit(attach permit,if available) ❑ Pole and Wire Petition(attach approval) 0 r) Pg.2l5 1 To be completed when approved permit Is picked up. By signing below,the applicant acknowledges and agrees to all the conditions of approval stated below and validates this permit. Applicant • Date For City Use—Do not write in this section Department Approvals/Comment Water: 8/30/2021 Sewer/Stortn Drain: 8/30/2021 • • I PPC: 9/13/2I • Streets: 8/30/2021 Traffic Signals: 8/30/2021 Subject to 5-yr.pavement moratorium Road last paved:l 2011 ❑ Special Conditions: Fee ® $250 Permit Application received(Check payable to the City of Northampton) C]Waived. Reason: ❑Tree mitigation: 1 Permit Approv I =" 1 • Director of Public Works Date 0 Pg.414 CS Beam 2021.5.0.8 IlYAmour 7-21-22 , kmBeamEngjne 2018.9.0.1 272 Old Wilson Rd 3:51pm Materials Database 1587 p I of I Member Data Description: — Member Type:Beam Application:Roof Top Lateral Bracing:Continuous Slope: 4.00/12 Bottom Lateral Bracing: 0.00 Standard Load: Moisture Condition:Dry Building Code:IBC/IRC Snow Load: 35 PLF Deflection Criteria: L/240 live,L/180 total Dead Load: 15 PLF Deck Connection:Nailed Member Weight: 5.6 PLF Filename:porch rafter Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PSF) Top 0' 0.00" 9' 6.50" 4' 0.00" 35 10 Snow Will(*°Niffilillii w N W 3 0 0 6 6 8 CD 0/ / Bearings and Reactions 9 6 8 Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 3' 0.000" Wall SPF#3/Stud 2x or 4x End-Grain(650psi) 5.500" 1.500" 1293# — 2 9' 6.500" Wall SPF#3/Stud 2x or4x End-Grain(650psi) 3.500" 1.500" 461# — Maximum Load Case Reactions Used far applyig pont bads(or iie bads)to cany+ig members Snow Dead 1 962# 330# 2 343# 118# Design spans 3'1.938"(left cant) 6'8.000" Actual Length 10'3.125" Product: PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes maximum unbraced length of 0.00'along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 564.'# 3820. # 14a/o 6.79' Total Load D+S Negative Moment 846.'# 3820.'# 22% 3' Total Load D+S Negative Unbrad 846.'# 3820.'# 22% 3' Total Load D+S Shear 583.# 2821.# 20% 3.01' Total Load D+S Max.Reaction 1293.# 8328.# 150/0 3' Total Load D+S LL Deflection -0.0174" 0.3332" LJ999+ 5.53' Cants Only S TL Deflection 0.0199" 0.4443" U999+ 6.48' Total Load D+S LL Defl.,Lt. 0.0583" 0.3162" 2U999+ 0' Cants Only S TL Defl.,Lt. 0.0619" 0.4216" 2U999+ 0' Cants Only D+S Control:Negative Moment DOLE Lite=100%SnoU�115%Roof=125%Wind=160% This member has been degned in amordance with NDS 2012 Al product names am trademarks of them respective owiers Copyright(C)2018 by Srnpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. **Passing is defned as when the member,fborioist,beam or gide(show on this dranig meets appkrabte design criteria for Loads,Loafing Condtions,and Spans Lsted on this sheet.The design must be revirssed bya qualfied desgnerordesbn professional as required for approval.This design assumes product hstalation according to the manufacturers specrrations. CS Beam 2021.5.0.8 D'Amour 7-21-22 I krnBoata a 2018.9.0.1 272 Old Wilson Rd 3:45pm Materials ls Database 1587 loft Member Data Porch Beam Description:— Member Type:Beam Application:Floor 2nd floor stairwell beam Top Lateral Bracing:Continuous Bottom Lateral Bracing: 0.00 Standard Load: Moisture Condition:Dry Building Code:IBC/IRC Live Load: 40 PLF Deflection Criteria: L/360 live,L/240 total Dead Load: 10 PLF Deck Connection:Nailed Member Weight: 14.7 PLF Filename: 11ft 10in st Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Point(LBS) Top 4' 6.00" 630 180 Snow Point(LBS) Top 8' 6.00" 630 180 Snow Point(LBS) Top 12' 6.00" 630 180 Snow iipirmimmlijp / / 17 0 0 o m / / 17 0 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF#3/Stud 2x or 4x End-Grain(650psi) 5.500" 1.500" 1423# — 2 17' 0.000" Wall SPF#3/Stud 2x or 4x End-Grain(650psi) 5.500" 1.500" 1423# — Maximum Load Case Reactions Wed for apply g pont fells(a Ina bads)to carrying members Live Snow Dead 1 325# 945# 470# 2 325# 945# 470# Design spans 16'2.750" Product: IMMEMINIMMEMINEN. PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes maximum unbraced length of 0.00'along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 7432.'# 18588.'# 39% 8.5' Total Load D+S Shear 1392.# 8244.# 16% 0.4' Total Load D+S Max.Reaction 1423.# 18906.# 7% 0' Total Load D+0.75(L+S) LL Deflection 0.2078" 0.5410" L/937 8.5' Total Load S TL Deflection 0.3017" 0.8115" L/645 8.5' Total Load D+S Control:Positive Moment DOLs:Live=100%Snovv=115%Roof=125%Wind=160% This member has been designed in accordance with N DS 2012 AI product names are trademarks of then respective owners Copyright(C)2018 by Sinpson Strong-Te Carpany Inc.ALL RIGHTS RESERVED. 'Passing is defned as when the member,fborpst,beam or*let shown on the drawig meets applicable design criteria for Loads,Loafing Cardtbns,and Spans listed on the sheet.The desbn must be reviewed bya quaffed designerordesign professional as requied for approval.Thb design assumes product hstalation accordng to the manufacturers specifications. CS Beam 2021.5.0.8 ID/Amour 7-21-22 , kinBeunEngine 2018.9.0.1 272 Old Wilson Rd Materials Database 1587 1:07pm I of 1 Member Data Description: Member Type:Beam Application:Floor carrting beam Top Lateral Bracing:Continuous Bottom Lateral Bracing: 0.00 Standard Load: Moisture Condition:Dry Building Code:IBC/IRC Live Load: 40 PLF Deflection Criteria: L/360 live,L/240 total Dead Load: 10 PLF Deck Connection:Nailed Member Weight: 14.4 PLF Filename:Carrying Bea Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PSF) Top 0' 0.00" 16' 0.00" 10' 0.00" 40 10 Live Additional Uniform(PSF) Top 0' 0.00" 16' 0.00" 5' 9.00" 40 10 Live Additional Uniform(PSF) Top 0' 0.00" 16' 0.00" 8' 6.00" 40 10 Live Additional Uniform(PSF) Top 0' 0.00" 35'10.00" 14' 2.00" 40 10 Live 8 0 0 7 7 8 ® 7 4 8 ® 1210 0 35 10 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall Steel 5.500" 1.598" 6293# - 2 8' 0.000" Wall Steel 8.000" 4.584" 18051# - 3 15' 7.500" Wall Steel 8.000" 2.900" 11418# - 4 23' 0.000" Wall Steel 8.000" 2.614" 10293# - 5 35'10.000" Wall Steel 5.500" 1.500" 4073# - Ma dmum Load Case Reactions Used for appf iig poet bads(or be bads)to canyig members Live Dead 1 5129# 1163# 2 14409# 3642# 3 9657# 1761# 4 8255# 2038# 5 3224# 849# Design spans T 7.375" T 7.500" 7'4.500" 12'5.375" Product: PASSES DESIGN CHECKS Connect members with 2 rows of 16d common nails at 12.0"oc NOTE:Nails must be applied from both sides Design assumes continuous lateral bracing along the top chord Design assures maximum unbraced length of 0.00'along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 10702.'# 21774.'# 49% 30.47' Even Spans D+L Negative Moment 13560.'# 21774.'# 62% 8' Adjacent 1 D+L Negative Unbrod 13560.'# 21774.'# 62% 8' Adjacent 1 D+L Shear 7617.# 9476.# 80% 7.24' Adjacent 1 D+L Max Reaction 18051.# 31500.# 57% 8' Adjacent 1 D+L TL Deflection 0.3541" 0.6224" U421 29.85' Even Spans D+L LL Deflection 0.2850" 0.4149" U524 29.85' Even Spans L Control:Shear DOLE Live=100%Snovw115%Roof=125%Wind=160% Design assumes a repetitive member use increase in bending stress:4 Al product names are trademarks of then respective ovners Copyright(C)2018 by Sinpsen Strong-Te Company Inc.ALL RIGHTS RESERVED. "Passhg is defned as v hen the member,floor pet,beam or gider;shorn en the draw g meets afpbahh design crtere for Loads,Loadrg Condtbns,and Spans Fsted on this sheet.The design must be reviewed bya qualfied designer or design professional as requied for approval.The design assumes product hstatstbn accordirq to the manufacturers specifications. ` CS Beam 2021.5.0.8 D'Arnour 7-21-22 I kmBeamEnene 2018.9.0.1 272 Old Wilson Rd 1:15 m Materials Database 1587 P 1 of 1 Member Data Description:— Member Type:Beam Application:Floor 1st floor stairwell beam Top Lateral Bracing:Continuous Bottom Lateral Bracing: 0.00 Standard Load: Moisture Condition:Dry Building Code:IBC/IRC Live Load: 40 PLF Deflection Criteria: L/360 live,L/240 total Dead Load: 10 PLF Deck Connection:Nailed Member Weight: 7.3 PLF Filename:18ft2in sta Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PSF) Top 0' 0.00" 16' 2.00" 6' 6.00" 40 10 Live ffElli=P111.1=11.111.1MIIIPPI 500 11 20 P m 0/ 16 2 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall Steel 3.500" 1.500" 581# -539# 2 5' 0.000" Wall Steel 8.000" 2.444" 3684# — 3 16' 2.000" Wall Steel 5.500" 1.500" 1475# — Maximum Load Case Reactions Used for applyiig pont bads(or be bads)to canyng members Live Dead 1 574# 7# 2 2882# 801# 3 1159# 316# Design spans 4'9.375" 10'9.375" Product: liMIIMMiii=ii PASSES DESIGN CHECKS Connect members with 2 rows of 16d common nails at 12.0"oc NOTE:Nails must be applied from both sides Design assumes continuous lateral bracing along the top chord Design assures maxin n unbraced length of 0.00'along the bottom chord. Review gravity uplift reaction force of 539Ibs at bearing 1 and ensure that the structure can resist appropriately Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 3272.'44 5243.'# 62% 11.47' Even Spans D+L Negative Moment 3637.'# 5243.'# 69% 5' Total Load D+L Negative Unbrcd 3637.'# 5243.'# 69% 5' Total Load D+L Shear 1872.# 3746.# 49% 5.01' Total Load D+L Max.Reaction 3684.# 12060.# 30% 5' Total Load D+L LL Deflection 0.1429" 0.3594" U905 10.93' Even Spans L TL Deflection 0.1803" 0.5391" L/717 10.93' Even Spans D+L Control:Negative Moment DOLs Like=100%Snow=115%Roof=125%Wind=160% Design assumes a repetitive member use increase in bending stress 15% This member has been designed in accordance with NDS 2012 AI product names are trademarks of the respective owners Copyright(C)2018 by Sinpson Stroog-Te Corrpany Inc.ALL RIGHTS RESERVED. **Passre a defned as vhen the'loiter,fborpet,beam or gider,shone on the drawing meets appicable design criteria for Loads,Loafing Condbons,and Spans Isted on the sheet.The design must be reviewed bya quaffied designer ordesgn professional as Tenured for approval.The design assumes product nstalatbn accordig to the manufacturers specifications. CS Beam 2021.5.0.8 D'Amour 7-7-22 , kmBeamEngine 2018.9.0.1 272 Old Wilson Rd 11:22am MatcrialsDatabase 1587 I of I Member Data Description: Member Type:Beam Application:Floor Top Lateral Bracing:Continuous Bottom Lateral Bracing: 0.00 Standard Load: Moisture Condition:Dry Building Code:IBC/IRC Live Load: 40 PLF Deflection Criteria: L/360 live,L/240 total Dead Load: 10 PLF Deck Connection:Nailed Member Weight: 30.4 PLF Filename:Beam2 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PSF) Top 0' 0.00" 21' 0.00" 8' 3.00" 30 10 Live Additional Uniform(PSF) Top 0' 0.00" 21' 0.00" 18' 0.00" 35 15 Snow Additional Uniform(PLF) Top 0' 0.00" 21' 0.00" 0 80 Live 1i!_gPi 21 0 0 O/ m 21 0 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF#3/Stud 2x or 4x End-Grain(650psi) N/A 3.473" 11853# — 2 21' 0.000" Wall SPF#3/Stud 2x or 4x End-Grain(650psi) N/A 3.473" 11853# — Maximum Load Cis Reactions Used for appiirg pont bads(or he bads)to carpig members Live Snow Dead 1 2617# 6661# 4894# 2 2617# 6661# 4894# Design spans 21'1.750" Product: 1-3/4x20 VERSA-LAM 2.0 3100 SP 3 ply PASSES DESIGN CHECKS Connect members with 4 rows of 16d common nails at 12.0"oc NOTE:Nails must be applied from both sides Minimum 3.47"bearing required at bearing#1 Minimum 3.47"bearing required at bearing#2 Design assumes continuous lateral bracing along the top chord. Design assumes maximum unbraced length of 0.00'along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 62658.'# 102171.W 61% 10.5' Total Load D+0.75(L+S) Shear 9984.# 22942.# 43% -0.06' Total Load D+0.75(L+S) TL Deflection 0.7204" 1.0573" U352 10.5' Total Load D+0.75(L+S) LL Deflection 0.4230" 0.7049" U599 10.5' Total Load 0.75(L+S) Control:TL Deflection DOLs Like=100%Snow=115%Roof=125%Vdind=160% Design assumes a repetitive member use increase in bending stress:4% Al product names are trademarks of their respective owners Copyright(C)2018 by Sinpson Strong-Tie Conpany Inc.ALL RIGHTS RESERVED. "Passhg is defned as when the member,fborp'st,beam or girder,shown on this drawing meets appicable design criteria for Loads,Loadig Condions,and Spans hied on this sheet.The desgn must be reviewed bya quaified designer or design pmfessbnal as requied for approval.Ti*design assumes product hstahtion according to the manufacturers specifications. CS Beam 2021.5.0.8 D'Amour 7-21-22 I ktnBea nEngtne 2018.9.0.1 272 Old Wilson Rd 1:24 m MarerialsDatabase 1587 P 1 of 1 Member Data Description:- Member Type:Beam Application:Floor 2nd floor stairwell beam Top Lateral Bracing:Continuous Bottom Lateral Bracing: 0.00 Standard Load: Moisture Condition:Dry Building Code:IBC/IRC Live Load: 40 PLF Deflection Criteria: L/360 live,L/240 total Dead Load: 10 PLF Deck Connection:Nailed Member Weight: 7.3 PLF Filename:16ft2in sta Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PSF) Top 0' 0.00" 10' 6.00" 6' 6.00" 40 10 Live Replacement Uniform(PSF) Top 10' 6.00" 11'10.00" 8' 6.00" 40 10 Live /00 1060 0 1 400 11 10 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall Steel 3.500" 1.500" 1323# - 2 10' 6.000" Wall Steel 8.000" 3.910" 5895# - 3 11'10.000" Wall SPF#3/Stud 2x or4x End-Grain(650psi) 3.500" 1.500" - -3503# Maximum Load Case Reactions Used for applyig pont bads(or he bads)to carrying n knnbers Live Dead 1 1035# 288# 2 4613# 1282# 3 -2780# -722# Design spans 10'3.375" 1'1.375" Product: PASSES DESIGN CHECKS Connect members with 2 rows of 16d common nails at 12.0"oc NOTE:Nails must be applied from both sides Design assumes continuous lateral bracing along the top chord. Design assumes maximum unbraced length of 0.00'along the bottom chord. Review gravity uplift reaction force of 3503Ibs at bearing 3 and ensure that the structure can resist appropriately Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 2630.'# 5243.'# 50% 4.33' Odd Spans D+L Negative Moment 3968.'# 5243.'# 75% 10.5' Total Load D+L Negative Unbrcd 3968.'# 5243.'# 75% 10.5' Total Load D+L Shear 1838.# 3746.# 49% 9.99' Total Load D+L Max.Reaction 5895.# 12060.# 48% 10.5' Total Load D+L LL Deflection 0.0941" 0.3427" LJ999+ 4.85' Odd Spans L TL Deflection 0.1202" 0.5141" LJ999+ 4.85' Odd Spans D+L Control:Negative Moment DOLs Lice=100%Snov,=115%Roof=125%Wind=160% Design assumes repetitive member use increase in bending stress 15% This member has been designed in accordance with NDS 2012 Al product names are trademarks of then respective owners Copyright(C)2018 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. "Passig's defned as when the member,tborjost,beam orgider,shown on the drawing meets apphable design criteria for Loads,Loadrg Condtions,and Spans kited on the sheet.The design must be reviewed hya quaffed designer or design professbnal as reguied for approval.This design assumes product installation according to the manufacturers specifications. CS Beam 2021.5.0.8 D'Amour 7-21-22 kmBeamEngine 2018.9.0.1 272 Old Wilson Rd 1:32 m Materials Database 1587 P I of I Member Data Description:— Member Type:Beam Application:Floor Garage door Hdr. Top Lateral Bracing:Continuous Bottom Lateral Bracing: 0.00 Standard Load: Moisture Condition:Dry Building Code:IBC/IRC Live Load: 40 PLF Deflection Criteria: L/360 live,L/240 total Dead Load: 10 PLF Deck Connection:Nailed Member Weight: 16.2 PLF Filename:11ft 10in st Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PSF) Top 0' 0.00" 16' 0.00" 13' 6.00" 35 20 Snow 16 0 0 16 0 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF#3/Stud 2x or 4x End-Grain(6500) N/A 2.692" 6125# — 2 16' 0.000" Wall SPF#3/Stud 2x or 4x End-Grain(650psi) N/A 2.692" 6125# — Maximum Load Case Reactions Used for apptyig point bads(or he bads)to ca"yig meats s Snow Dead 1 3814# 2310# 2 3814# 2310# Design spans 16'1.750" Product: aiiiiiiiiMMEMMENEM. PASSES DESIGN CHECKS Connect members with 3 rows of 16d common nails at 12.0"oc Minimum 2.69"bearing required at bearing#1 Minimum 2.69"bearing required at bearing#2 Design assures continuous lateral bracing along the top chord. Design assures maximum unbraced length of 0.00'along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 24723.'# 42969.'# 57% 8' Total Load D+S Shear 5113.# 12236.# 41% 15.27' Total Load D+S TL Deflection 0.4855" 0.8073" U399 8' Total Load D+S LL Deflection 0.3024" 0.5382" U640 8' Total Load S Control:TL Deflection DOLs Lice=100%Snow=115%Roof=125%Wind=160% Al product names are trademarks of thei-respective owners Copyright(C)2018 by Simpson String-Tie Company Inc.ALL RIGHTS RESERVED. "Passng is defned as%then the member,fborp'st,beam or gider,shown on the dravig meets apphable design criers for Loads,Loafing Conditions,and Spans tsted on the sheet.The design must be reviewed bya quaified designer or design professional as requied for approval.This design assumes product nstahtbn accordirq to the manufacturers specifications. i F- LU CENTER FOR U EcoTechnology. we make green make sense- ENERGY EFFICIENCY PLAN Project Address: 272 Old Wilson Rd, Northampton, MA Conditioned Floor Area 2,967 ft2 (includes conditioned basement) Volume 27,918 ft3 Building Type Single family detached Bedrooms 2 Assumptions for Preliminary Home Energy Rating CET has completed a Preliminary Home Energy Rating based on the construction plans you have provided. Any energy features not listed below are assumed to meet the prescriptive requirements of the IECC 2018. Building Envelope Specifications Used in Analysis Superior Wall Xi with R-19 fiberglass batts in 6"cavities and R-7 continuous interior foam board; Foundation Walls Batts to be grade 1: fully lofted and fitted around all obstructions with no gaps, all cavities completely filled with insulation and fully enclosed by rigid air barrier on all sides. Lower Level Floor Slab R-5 foam board slab edge insulation; R-20 sub-slab foam board insulation; Photo-document slab insulation prior to pouring concrete. Rim & Band Joists R-21 closed cell spray foam including onto top of foundation wall. Exterior Framed Walls and Walls to 2x6 stud wall with dense-packed cellulose (R-20+) and exterior R-12 Garage insulated Zip-R sheathing; Sheathing joints, edges and penetrations taped/sealed. Walls to Attic 2x4 stud wall with 4.5"closed cell spray foam (studs covered 1" on attic side). Windows &Glass Doors U-value = .16, SHGC = 0.32 Solid Exterior Doors incl. to Garage R-5/U-0.20,fully gasketed. Flat&Vaulted Trussed Ceilings R-60+cellulose; sealed wind baffles,full insulation contact with sheetrock ceiling. Blower Door Test/Envelope Airtightness 0.6 ACH50 or lower. Energy Star, IAP,WaterSense, ZERH Meet all Checklist Requirements as verified by a HERS rater at pre- Checklists drywall and final inspections. Plumbing & Mechanical Systems Specifications Used in Analysis Ductless air-source heat pumps condition all 3 floor levels; 12.5 Heating &Cooling Equipment HSPF, 20 SEER; Any electric resistance heaters to be controlled by push-button timer switches, not thermostats. Water Heating Equipment 3.50 Energy Factor 80-gallon heat pump water heater Domestic Hot Water Pipes Insulated; 40' maximum horizontal distance between water heater and any fixture; No recirculation loop. Showerheads, Toilets, & Bathroom Lavatory WaterSense labeled Faucets High Efficiency Energy Recovery Ventilator, 79%ASRE and 35 watts Whole House Ventilation at 66 CFM continuous ventilation; Adjustable speed control. Basis:Broan 8160E75R • ENERGY EFFICIENCY PLAN Lighting & Appliances Specifications Used in Analysis Lighting 100% LED, CFL, or pin-based fluorescent Refrigerator ENERGY STAR certified Dishwasher ENERGY STAR certified Range Electric Induction Clothes Washer& Dryer ENERGY STAR certified Bathroom &Ceiling Fans (if present) ENERGY STAR certified Preliminary Home Energy Rating Results Based on the assumptions described above, we have calculated the following Preliminary Home Energy Rating results. Pfebleary HERS Index: 30) Note that Confirmed Home Energy Rating results may vary from the Preliminary Home Energy Rating results due to changes in building plans, energy features installed in the home, RESNET standards, software changes, and other factors. Preliminary Rater:John Saveson Date:June 28, 2022 Job#:21-24784-5 • Page 2 of 2-The Center for EcoTechnology-Tel(413)586-7350 ext.242-Fax(413)586-7351 -greenhome(o�cetonline.orq