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32A-164 (5) Job Trues Type Qty Ply 61 Holly SL Northampton,MA 1140905436 T01 ''12------- --- s� �Universal Forest products -]FINK -------------- --�---- Job Reference o tionai 7.520 s May 8 2014 MiTek Industries,Ina Thu Sep 04 15:2448 2014 Page 1 ID:NSDaoQlpa1tWcZA?P2hgl2yh RJ-6d9T ibu2Sng8HRX8yVXORBvOnZQkq?urRRoW2_yh_N r1-0-0, 6-9-4 13-0-0 19-2-12 26-0-0 1-0T_ 6-9-4 6-2-12 6-2-12 6-9-4 170 0 Suka t:l 3 `� B j r T1 f 10 17 is 9 d il_4 3xs= JRB= 8-10-3 17-1-13 26-0-0---- 8-10-3 8-3-11 8-10-3 Plate Offsets(X,Y)- z:aa o o-as 4:0 3 8 0 2-8 6:Q8-0 0 0 6 TaAOING(P 400 SPACING- 2-0-0 CSL DEFL in floc) Vdefl L/d PLATES GRIP (Roof Snow--40.0) Plates Increase 1.15 TC 0.67 Vert(LL) -0.32 8-10 >988 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.88 Vert(TL) -0.49 8-10 >636 180 BCLL 0.0' Rep Stress Incr YES WB 0.27 Horz(TL) 0.10 6 n!a rJa BCDL 10,0 Code IBC2009/TP12007 (Matrix-M) Wlnd(LL) 0.07 B-10 >999 360 Weight:91 lb FT=4% LUMBER- BRACING- TOP CHORD 2x4 SPF 2100F 1.8E TOP CHORD Structural wood sheathing directly applied or 3.8-11 oc purlins. BOT CHORD 2x4 SPF No,2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing, WEBS 2x4 SPF Not Except` vfiTek recommends that Stabilizers and required cross brae beinsta led W1:2x4 SPF Not or 2x4 SPF Stud q n during truss erection in accordance with Stabilizer Installation guide, REACTIONS. (lb/size) 2=1726/0-3-8(min.0-2-11),6=172610-3-8(min.0-2-11) Max Horz2=79(LC 8) Max Uplift2=78(LC 8),6=78(LC 9) FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(to)or less except when shown. TOP CHORD 2-3=2812/511,3-19=2476!488,4-19=23241513,4-20=2324/513,5-20=24761488,5-6=2812!511 BOT CHORD 2-10--338/2397,10-17=11&1603,17-18=11811 603,9-18=118/1603.8-9=118/1603,6-8--33812397 WEBS 3-110=714/255,4-10=1560M,4-8=15611006,5$=714/255 NOTES- 1)W4nd:ASCE 7-05;100mph;TCDL=S.Opsf-,BCDL=5.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone;cantilever left and right exposed;GC for members and forces&MWFRS for reactions shown;Lumber DOL=1.640 plate grip DOL=1.33 2)TCLL:ASCE 7-05;Pf--40,0 psf(flat roof snow);Category it;Exp B;Partially Exp.;Ct=1.1 j 3)Unbalanced snow bads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 pelf or 2.00 times flat roof load of 40.01 on overhangs non-concurrent with other five loads- 5)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7).This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=I O.Opsf. 8)One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at it(s)2 and 6.This connection is for uplift only and does not ' consider lateral faces. 9)This truss is designed in accordance with the 2009 International Building Code section 2306,1 and referenced standard ANSI/TPI 1 10)"Semi rigid pitchbreaks including heels"Member end fix ty model was used in the analysis and design of this truss. LOADCASE(S) Standard i I i I Job (Truss Truss Type 01Y Ply 161 Holy St,Nor'tharnplon,MA :140905436 T01 GE -a Universal Forest Products Job eLierenc Ilona) -Ri _(oph- 7,520 a May 8 2014 MiTek Industries,Inc.Thu Sao 04 15:24:53 2014 Page I ID:NSDaoQipaltWcZA?PZhql2yti_RJ-SayMI'!YB?JTRNDP5k2768Ed?kaKsVHKabjVHjBy4 Nu 1-0-0, 13-0-0 26-00 27-0-0 13-0-0 13-0-0 1 1-0-0' .4 7, I_T1 13 2 27 ID 25 24 n 12 21 Is 17 is y4= 26-0-0 26-0-0 LOADING(pst) TCLL 40.0 SPACING. 2-" CSL DEFL in (too) Vdefl Ud PLATES GNP (Roof Snow--40.0) Plates Increase 1.15 TC 0.10 Vert(LL) -0.01 15 n/r 180 MT20 197/144 TCDL 100 Lumber Increase 1,15 BC 0.05 Vert(TL) -0,01 15 n/r 80 BCLL 0'0 Rep Stress Ina YES WB 0.20 H.orz(TQ 0.00 14 rVa Iva CDL 10.0 Code IBC200giTP12007 (Matrix) Weight:110 lb FT=4% LUMBER- BRACING TOP CHORD 2x4 SPF 2100F 1,8E TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins. BOTCHORD 2x4 SPF No.2 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 0-1 HERS 2x4 SPF No.2 or 2x4 SPF Stud k recommends that Stabilizers and required cross bracing be Installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 26_-0-0. (Ild)-Max Horz 2=78(LC 8) Max Uplift All uplift 100 to or less at joint(s)2,14,23,24,25,26,27,21,19,18,17,16 Max Grav At reactions 250 lb or less at joint(s)22,26,17 except 2=280(LC 1),14=280(LC 1),23=342(LC 2),24--317(LC 2), 25=265(LC 2),27=338(LC 2),21=342(LG 3),19=317(LC 3),18=265(LC 3),16=338(LG 3) FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. WEBS 7-23=302/80,6-24=27888,3-27=2731108,9-21=302180,10-19=278/88,13-16=273/108 NOTES 1)Wind:ASCE 7-05;100mph;TCDL=S.Cpsf,,BCDL=5.Opsf,,h=24ft;Cat.11;Exp B:enclosed;MWFRS(low-rise)and C-C Extedor(2)zone;cantilever left and right exposed;"for members and forces&MWIFIRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.33 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 ANSVTPI 1. 3)TCLL;ASCE 7-05;Pf--40.0 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct--1.1 4)Unbalanced snow loads have been considered for this design, 5)This truss has been designed for greater of min roof live load of 18.0 psf or 2,00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live 6)As requested,plates have not been designed to provide for placement tolerances of rough handling and erection conditions. It is the responsibility et the fabricator to increase plate sizes to account for these factors. 7)All plates are 2x4 MT20 unless otherwise indicated, 8)Gable requires continuous bottom chord bearing. 9)Gable studs spaced at 2-0-0 ca 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 11)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)2,14,23,24,25,26,27,21,19,13,17,16. 13)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI1T?I 1. 14)"Semi-rigid pitchoreaks including heels"Member end fixity model was used in the analysis and design of'this truss. LOAD CASE(S)Standard ....... ........... i 71 , I C f I i I I _ _ _ __ 1f F a� kl 'i;i f -------------- �. ^) ( r l ( SU 1' ~� `�c.n {, �_, !."r i 'fitc-1` l- is IyI I i ;f. � 1 I I { _ _ I f I f ' )elf- a a l +t i ;. - - i i PF6 Pit- ............... ly 1 r 1 , c.,I . � I .� I \ I C'�N C�,VA)oj-) WINDOW WELL DOES NOT ENCROACH CI-IAINLINK FENCE / ARBORVITAE 2't SHRUBS 7f r � N26,5$')�' 'J'�, IRON SHED °- PIPE FOUND CONCRETE FOUNDATION i WINDOW WELL r— STOCKADE N/F FENCE 42' - N F COHEN - $o COLE » HOUSE #61 rA � N tto CONCRETE C-4 RETAINING WALL PORC14 I1 2 IRON ROD I�, FOUND ar. ou 259.50" BOUND VINYL __ �? ..� FOUND FENCE AIL> „ Y S TREE""' City of Northampton 212 Main Street, Northampton, MA 01060 Solid Waste 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. Address of the work: 1, , L �± The debris will be transported by: j1 hritiea., Lk The debris will be received by: ��-r7 fl Building permit number: Name of Permit Applicant �� ra lc 4,7-1 c h c Date Signature of Permit Applicant City of Northampton Massachusetts fix 4 rr DEPARTMENT OF BUILDING INSPECTIONS f 212 Main Street • Municipal Building r, 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, 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 The Commonwealth of Massachusetts Department of Industrial Accidents �4 Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Address:-4-9- ,Q City/State/Zip: 61,-6 ,3 3 Phone Are you an employer? Checlk the appropriate box: Type of project (required): 1.0 I am a employer with 4. [] I am a general contractor and I employees (full and/or part-time). * have hired the sub-contractors 6 E] New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. 0 Remodeling ship and have no employees These sub-contractors have g. E] Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp. insurance. 1 required.] 5. FJ We are a corporation and its 10.F1 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself. � ' ht of exemption MGL o workers comp. right p y p 12.❑ Roof repairs insurance required.] t c. 152, §1(4), and we have no employees. [No workers' 13.❑ Other comp. insurance required.] Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. tHo meowners 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. Lie.#: 1 V 0.5 60201 Z16— Expiration Date: 41-10-15 Job Site Address: City/State/Zip: 0106 C9 Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of 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. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify un r the pains and penalties of perjury that the information provided above is true and correct. sign ature: Date: Phone#: 3 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#: SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable £ Name of License Holder: © to --7 ,Q C7 \ License Number h Ctm�L 3 l 1- 5 - l 5 Address Expiration Date 3 r6 Si nature Telephone j9.:Re steredHomeIm' rovementContractor:, Not Applicable £ Company Name Registration Number 6 R t k 3-�-- 15- Address Expiration Date Telephone_[ ZyLb SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152,§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes. .. £ No...... £ 11 Home Owrier:Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner:Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers'Compensation) and Chapter 153 (Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature. SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House ❑ Addition ® Replacement Windows Alteration(s) F_� Roofing Or Doors D Accessory Bldg. ❑ Demolition ❑ New Signs [O] Decks [M Siding[O] Other[0] Brief Descri tioq of Proposed > I p ` Work: )A)%\rail � Gets �1A Y7?9c. 1 2& f�2.'ora, it 55 I Q or k Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet Ba,jf New house and or'addition to a cistinq 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? _ yy r d. Proposed Square footage of new construction. Dimensions 17L6 x oZ e. Number of stories? t f. Method of heating? Fireplaces or Woodstoves.Idl9 Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction Woo e- Cane het-e- i. Is construction within 100 ft. of wetlands? Yes _No. Is construction within 100 yr. floodplain Yes Y No j. Depth of basement or cellar floor below finished grade o h P k. Will building conform to the Building and Zoning regulations? ��Yes No . I. Septic Tank City Sewer 1)( _ Private well City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT JIN I ,tom ` N� as Owner of the subject property J 11 hereby authorize �F r'ti.� jhC�clVrn ID,aw to act on my behalf, in all matters relative to authorized by this building permit application. 8 Signature o Owner Date 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 underthe pains and penalties of perjury. - Prin Name Date 4signure of Owner/Agent ~ Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning 'Mis column to be filled in by Building Department Lot Size Setbacks Front 937-1 Rear -4P_ Building Height Bldg.Square Footage 10 Open Space Footage % (Lot area minus bldg&paved #of Parking Spaces A. Has a Special Permit/Variance/Finding ever been issued for/on the site? O 0 DONTKNOW /'X YEI 0 |F YES, date ioupd: IF YES: Was the permit recorded at the Registry ufDeeds? NO � ) D KNOW 'ES �.� IF YES: enter Book Pag e L and/or Document# D. Does the�tecontain a brook, body of water orwetiand�� NO ��` DON7 KNOW 0 YES IF YES, has permit been or need to be obtained from the Conservation Commission? Needs to be obtained �~\ Obtained «°� , Date Issued: �� �� C. Do any signs exist on the property? YES �~/ NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES 0 NO IF YES, describe size, type and location: E Will the construction activity disturb(clearing, grading ' uUon. or filling)over 1ooaorioitpa�ofa common plan tha� �||di�urbovor1aoe? YES NO excavation, 0 IF YES,then a Northampton Storm Water Management Permit from the DPW is required. ^ — i '� ,Department use Only: �, ity of Northampton AUU 2 5 2014 ilding Department Status;of Permit h a' �J It CtrrFs CutlDrlyevuay Perrrtt#' 212 Main Street Sey+edSepticAvairablltty s Electric, Plumbing&Gas Inspections Room 100 V1/ater/VlteilAvaiiablllty Northampton, MA 01060 ort ampton, MA 01060 Two Sefa of S#rue#u`ral Plan's phone 413-587-1240 Fax 413-587-1272 rPIof7Site Plans ,'1 otherz5pecify' ;` 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 1Vti' ^�per^ Zone Overlay D►stnct Elm St District .. CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT. 2.1 Owner of Record: a A 1i A es ke�_ Pla-W '4U4 � 4-1 Name(Print) ` ` Current Mailing Address:-/ Telephone Signature 2.2 Authorized Agent: Name(Print) Current Mailing Address: fl 3 7 15!�ZQ Sig ature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS. . Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building ®Q (a)Building Permit Feb 2. Electrical (b)Estimated Total'Cost of 800 , 00 Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection ewe 6. Total=0 +2+3+4+5) ()d Q 0 Check Number This Section For Official Use Only Date Building Permit Number: Issued: Signature: Building Corn missioner/Inspector'of Buildings Date File#BP-2015-0226 APPLICANT/CONTACT PERSON GERALD ARCHAMBAULT V ADDRESS/PHONE 68 AMHERST ST GRANBY (413)552-7410 Q 4(JG PROPERTY LOCATION 61 HAWLEY ST MAP 32A PARCEL 164 001 ZONE URC(99)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid Typeof Construction: CONSTRUCT DET 26 X 26 DET GARAGE&REPAIR SIDE PORCH& STAIRS New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 010788 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INF9R XATION PRESENTED: pproved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management Delay Signature of Building Officia Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning&Development for more information. 61 HAWLEY ST BP-2015-0226 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 32A- 164 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: GARAGE BUILDING PERMIT Permit# BP-2015-0226 Project# JS-2015-000423 Est.Cost: $35800.00 Fee: $135.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: GERALD ARCHAMBAULT 010788 Lot Size(sq. ft.): 9016.92 Owner: PELLAND JEAN M&LISA PELLAND Zoning URC(99)/ Applicant: GERALD ARCHAMBAULT AT: 61 HAWLEY ST Applicant Address: Phone: Insurance: 68 AMHERST ST (413) 552-7410 () Workers Compensation GRANBYMA01033 ISSUED ON:91512014 0:00:00 TO PERFORM THE FOLLOWING WORK.CONSTRUCT DET 26 X 26 DET GARAGE & REPAIR SIDE PORCH & STAIRS 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 Signature: FeeType• Date Paid: Amount: Building 9/5/2014 0:00:00 $135.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner