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32C-241 (5) 118 1IAWLEY ST BP-2020-1073 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 32C-241 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: REPAIR. BUILDING PERMIT Permit# BP-2020-1073 Project# JS-2020-001818 Est.Cost: $6000.00 Fee: $65.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: Homeowner as Contractor Lot Size(sa. ft.): 7797.24 Owner: GRAVER JASON Zoning: URC(100)/ Applicant. GRAVER JASON AT. 118 HAWLEY ST Applicant Address: Phone: Insurance: 118 HAWLEY ST (413) 320-6427 O NORTHAMPTON MAO 1060 ISSUED ON:4/29/2020 0:00:00 TO PERFORM THE FOLLOWING WORK.-REFRAME FAILING ROOF AND FRAME 1 ST FLOOR, SIDING AND TRIM POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy sianature: FeeType: Date Paid: Amount: Building 4/29/2020 0:00:00 $65.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck Building Commissioner ' Department use only City of Northampton4pR Stats of Permit: ' Building Department Cu Cut/l riveway Permit A a 212 Main S�400—� S er/S�tQ`ptic Availability ' Room 100' '(,wjraterMUellAvailability Northampton, MA 0106�1'`_';^ti'v��pFCT/p $wo Sts of Structural Plans r phone 413-587-1240 FaX 413-587-1272- °_� Plot/ S/'te Plans Oflref 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 Map Lot_�C%—fUnit Zone Overlay District NoraM�}�n Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Jason Gfwev- i a50n ra✓cr' 4 QLI cp [aW Name(Print) l Current Mailin ddres . Telephone q13- 7,1d. &U 7 Sig ture7 2.2 Authorized A t: VA fiA e Name(Print) Current Mailing Address: Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building (� /�O (a)Building Permit Fee 2. Electrical p (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) 6000 Check Number This Section For Official Use Only 4 p.- /7 Building Permit Number: �0 9,> Date Issued: OQ C� • Signature: Building Commissioner/Inspector of buildings Date EMAIL ADDRESS (REQUIRED; EITHER HOMEOWNER OR CONTRACTOR) Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning Gone SetbO S. This column to be filled in by / ( Building Department Lot Size U/ GD ']' JAS"lam Frontage �6 ��• Setbacks Front Side L. � R: �S L: R: Rear Building Height a� Bldg.Square Footage %e 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 DON'T KNOW O YES O IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO O DON'T KNOW O YES O IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO\0 DON'T KNOW O YES O IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained O Date Issued: C. Do any signs exist on the property? YES O NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES O NO IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grad�vation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YEE O N 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 ❑ X I Accessory Bldg. ❑ Demolition ❑ New Signs E3] Decks ❑ Siding❑] Other[p] Brief Description of Proposed /► 1 / , .L Work: e4 fume `7,0�>/Mq rddlF ASW :[rme �sF T�OOf A ?41�11/l�j rI OQ+ P iA'�. Alteration of existing bedroom Yes J� No Adding new bedroom Yes No �`'ft6 j Attached Narrative Renovating unfinished basement Yes _XNo Plans Attached Roll -Sheet sa. If New house and or addition to existing housing, complete the following: a. Use of building :One Family Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? d. Proposed Square footage of new construction. Dimensions e. Number of stories? f. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 ft. of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No . I. Septic Tank City Sewer Private well City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, , 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. Signature of Owner Date I, YA-MA U fVV1I 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. Print Name �a�ao Signature o wner/Agent Date City of Northampton Massachusetts ' DEPARTMENT OF BUILDING INSPECTIONS 212 Main Street •Munici al Building , P 4 Northampton, MA 01060sj 3 . Debris Disposal Affidavit In accordance of the provisions of MGL c 40, S54, I acknowledge that as a condition of the building permit all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properly licensed solid waste disposal facility, as defined by MGL c 111, S 150A. The debrisfrom construction work being performed at: / (Please print house number and street name) Is to be disposed of at: (Please pri t name anocaUn of facility) Or will be disposed of in a dumpster onsite rented or leased from: (Company Name and Address) Signatur of Permit Awcant or Owner u to If, for any reason, the debris will not be disposed of as indicated, the Applicant or Owner shall notify the Building Department as to the location tvhere the debris will be disposed. City of Northampton _T tr � Massachusetts DEPARTMENT OF BUILDING INSPECTIONS 212 Main Street • Municipal Building Northampton, MA 01060 INSPECTOR Louis Hasbrouck Chuck Miller Building Commissioner Assistant Commissioner HOME OWNER EXEMPTION ACKNOWLEDGEMENT The State of Massachusetts allows the homeowner the right under 780CMR 108.3.4 to act as his/her construction supervisor. The state defines"Homeowner"as, " Person(s) who owns a parcel on which he/she resides or intends 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 home owner." The building department for the City of Northampton wants any person(s) who seek to use the home owner exemption, to act as their own construction supervisor, to be aware that by doing so you become responsible for compliance with state building codes and regulations. The inspection process requires that the building department be called to inspect work at various stages, which include foundation/footings(before backfill), sonotube holes (before pour), a rough building inspection (before work is concealed), insulation inspection (if required) and a final building inspection. The building department requires these inspections before the work is concealed, failure to secure these inspections can result in failure to obtain a certificate of occupancy until the work can be inspected. If the homeowner hires other trades to perform work (electrical, plumbing & gas) the homeowner will be responsible to make sure that the trades hired secure their proper permits in conjunction to the building permit issued, and that they get their required inspections. Failure of the individual trades to secure the permits and inspections as required can DELAY the project until such time as the proper permits and inspections are made I, `1Q3on 6,*vt1` understand the above. (Home owner/resident's signature requesting exemption) I will call to schedule all required building inspections necessary for the building permit issued to me. Date Address of work location Aal—f An 0106 D �i F V K 1 tTom' .�j MEMBER REPORT PASSED Level,Copy of Copy of Roof: Flush Beam 2 piece(s) 13/4"x 9 1/2"2.0E Microllam@ LVL Overall Length:3=' 0 0 r r � r r 9'o.: 12. 13, , 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Roof Member Reaction(lbs) 7588 @ 9'9" 8181(5.50") Passed(93%) 1.0 D+1.0 S(Adj Spans) Member Type:Flush Beam Building Use:Residential Shear(lbs) 4409 @ 22'9 1/4" 7265 Passed(61%) 1.1 1 1.0 D+1.0 S(Adj Spans) Building Code:IBC 2015 Moment(Ft-lbs) -11301 @ 21'9" 13541 Passed(83%) 1.15 1.0 D+ 1.0 S(Adj Spans) Design Methodology:Aso Live Load Defl.(in) 0.314 @ 28'8 1/2" 0.646 Passed(L/493) 1.0 D+ 1.0 S(Alt Spans) Member Pitch:0/12 Total Load Defl.(in) 0.512 @ 28'9 7/16" 0.861 Passed(L/302) --:—d 1.0 D+ 1.0 S(Alt Spans) • Deflection criteria:LL(L/240)and TL(LJ180). •Top Edge Bracing(Lu):Top compression edge must be braced at 12'5"o/c based on loads applied,unless detailed otherwise. • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 8'5"o/c based on loads applied,unless detailed otherwise. Bearing Length Loads to Supports(lbs) Supports Total Available Required Dead Snow Total Accessories 1-Plate on concrete-SPF 5.50" 5.50" 1.84" 1 1088 1648 2736 Blocking 2-Plate on concrete-SPF 5.50" 5.50" 5.10" 3084 4504 7588 None 3-Column-SPF 5.50" 5.50" 3.72" 3943 5499 9442 None 4-Platon concrete-SPF 5.50" 5.50" 2.46" 1504 2150 3654 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Dead Snow Vertical Loads Location(Side) Tributary Width (0.90) (1.15) Comments 0-Self Weight(PLF) 0 to 35' N/A 9.7 -- 1-Uniform(PSF) 0 to 35'(Top) 9'4 1/2" 28.3 40.0 Default Load Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes 4/15/2020 1:56:40 PM UTC Peter Van Buren COWLS BUILDING SUPPLY ForteWEB v2.4, Engine:V8.0.1.5, Data:V7.3.2.0 (413)549-0001 pete@cowls.com Weyerhaeuser File Name:JAY'S GARAGE Pana S /A :il F a R T E'CM MEMBER REPORT PASSED Level,Roof: Drop Beam 2 pieces)13/4"x ll 7/8"2.0E Microliam@ LVL hfiadl!C. Overa1i Length: 11'4' j w� "'z 1 1 1 1 1 1 1 � a a All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual O Location /Wowed Result LDF Load:Combination(Pattern) System:Roof Member Reaction(lbs) 6075 @ 1'1/2" 20825(14.00') Passed(29%) -- 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Drop Beam Shear(lbs) 3764 @ 2'17/8" 9081 Passed(41%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Use:Residential Building Code:IBC 2015 Moment(Ft-lbs) 11466 @ 58" 20525 Passed(56%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:ASD Live Load Defl.(in) 0.135 @ 5'8" 0.463 Passed(1-1820) -- 1.0 D+0.75 L+0.75 S(All Spans) Member Pitch:0/12 Total Load Defl.(in) 0.213 @ 5'8" 0.617 Passed(L/522) -- 1.0 D+0.75 L+0.75 S(All Spans) •Deflection criteria:LL(1-1240)and TL(L/180). •Top Edge Bracing(Lu):Top compression edge must be braced at 11'4"o/c unless detailed otherwise. •Bottom Edge Bracing(W):Bottom compression edge must be braced at 11'4"o/c unless detailed otherwise. R Loads to Supports(Ibs) Supports Total Required Dead Floor Live Snow Total Accessories 1-Plate on concrete-SPF 14.00" 14 4.08" 2208 2125 3032 7365 Blocking 2-Plate on concrete-SPF 4.00 4.08" 2208 2125 3032 7365 Blocking •Blocking Panels are assumed to carry nU04hoplied y above them and the full load is applied to the member being designed. jlllllllliliift Dead Floor Live Snow Vertical Loads location(SyAL Tributary Wkkh (0.90) (1.00) (LIS) Comments 0-Self Weight(PLO 0 to 11-4" N/A 12.1 •- -- 1-Uniform(PSF) 0 to 11'4"(Back) 9'4 1/2" 10.0 40.0 - Default Load 2-Uniform(PSF) 0 to 11'4"(Top) 13-4 1/2" 21.2 - 40.0 Default Load Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports FSR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproduct5/document-library. The product application,Input design loads,dimensions and support information have been provided by ForteWEB Software Operator A .0 SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser l ForteWES Software Operator Job Nees 10/22/2019 7:32:36 PM UTC Peter Van Buren COWLS BUILDING SUPPLY ForteWEB v2.1,Engine:V7.3.2.309,Data:V7.2.0.2 (413)549-0001s.cowls.co pete@com File Name:JAY GRAVER HOUSE Page 1/ 1