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29-461 (4) jib - � � `� `� / rte` • r � 1 • P 6 f -P r•'vL jsrOlq 17 c �J Q -�N.r 157,x.q yyaedh S O ,sh> -/Y" „ MIN J .,C 1` EP � fro Cie 0� (V tl t ti f }; F v r. y r, 7 �I i r i � -7A O 1A Sal ,�o i t _,_ ,�� _ ,v�j� rs _ •Ply./1SJ�(�' rloo7J bpd r f f j . !Z Northampton, MA Property Detail Page 1 of 2 City of Northampton, MA: Residential Property Record Card New Search Properly vpe Classification Code Reference Card 1 of 1 Parcel - Location - Zoning - Assessment Map-Block-Lot: 29 -461-001 Zoning: Assessment: Location: 55 CRESTVIEW DR Neigborhood: 1 Land: l #Living Units: 1 Deed Book: 2127 Building: P Class: R-101 Deed Page: 113 Total: P Dwelling Information Building Sketch Style: Ranch y Year Built: 1979 Story Height: 1 Attic: None 34 Basement: Full ��- Wood Deck �5 7 z Total Rooms: 5 7 5 °$ Bedrooms: 3 38 Full Baths: 1 Half Baths: 0 24 F6 1 RI Exterior Walls: Alum/Vinyl 29 Unfinished Area: 0 24 24 Ground Floor Area: 982 14 5 56 Total Living Area: 982 Finished Basement Living 0 X 0 Area: Basement Recreation Area: 0 X 0 Woodburning Fireplace Addition Information: Stacks/Openings: 0 /0 Lower 1 st Story 2nd Story 3rd Story Metal Fireplace 0/0 Basement One Story Frame ���I Stacks/Openings: Open Frame Porch Heat/Central A/C: Basic Frame Garage 7 Heating System: Hot Water [::=Wood Deck=:::1E==1 Fuel Type: Oil Quality Grade: C Physical Condition: Average Interior/Exterior: Same Condition/Desirability/Utility: AV Vacant/Dwell/Oby Status: Dwelling http://www.northamptonassessor.us/noho/propertydetail.php?map_no=29 -461-001&pagec... 9/18/2014 Job Truss rTruss Type Qty Ply 55 Crestview Dnve Florence,MA 14092134B �T01GE (GABLE 2 1 0002 - ------ --- --- Universal Forest Products 7.520 s May 8 2014 MiTek Industries,Inc.Tue Sep 16 20:09:02 2014 Page 1 I D:B kb4YFw9rd6KKoDOtd L9M Sycz9?-dg7mZreg4SKYBDLR?g Nh Rh MJZV W MbE?woKFgV?ycz5 1-4-0 9-0-0 18-0-0 19-4-0 F--1 4 0--�- - -- ---------- 9-0-0 - -- _ - --9-0-0 - --�1-4 0 -] 8 3 7 4.00 F12 4 / 8 r � ' 3 �T ST 4 T1 ,. i XXXX.�CICXXXJCXXX:'tJCXXXXX�CXXXXXXXX XXXX.XXXXXXXXXXXXXXXXX.XJC)CXJCXX�`� &4= 18 17 16 15 14 13 12 3x4 iS 18-0-0 18-0-0 Plate Offsets(X.Y- 15 0 3 0,0 3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Ud PLATES GRIP TCLL 40.0 plates Increase 1.15 TC 0.08 Vert(LL) -0.01 11 Nr 180 MT20 197/144 (Roof Snow--40 0) Lumber Increase 1.15 BC 0.06 Vert(TL) -0.01 11 Nr 80 TCDL 10.0 Rep Stress Ina YES WB 0.04 Horz(TL) 0.00 10 Na Na BCLJL BCDL 10.0- Code IRC20D9/TPI2007 (Matrix) We 74 to FT=4% LUMBER- BRACING- TOP CHORD 2x6 SPF 210OF 1.8E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SPF N0.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SPF No.2`Except' MiTek recommends that Stabilizers and required cross bracing be installed ST4:2x4 SPF No.2 or 2x4 SPF Stud l during Uuss erection in accordance with Stabilizer Installation guide. REACTIONS. All bearings 18-0-0 except at=iength)2=0-0-1(input:118-0-0),15=0-0-1(input:18-0-0),16=0-0-1(input:18-0-0),17=-0-0-1 (input:18-0-0),18=0-0-1(input:18-0-0),14=-041(input:18-0-0),13=-0-0-1(input:18-0-0),12=-041(input:18-0-0), 10=-0.0.1(input:18-0-0). (lb)- Max Horz2=39(LC 8) Max Uplift All uplift 100 lb or less at joint(s)2,16,17,18,14,13,12,10 Max Grav All reactions 250 Ito or less at joint(s)15 except 2=358(LC 12),16=324(LC 2),17=268(LC 2),18=319(LC 2),14=324(LC 3), 13=268(LC 3),12=319(LC 3),10=358(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 5-16=282/79,3-18=257/81,7-14=282!19,9-12=257/81 NOTFES- 1)Wind:ASCE 7-05;100mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS pow-rise)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces 8 MWFRS 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 perANSI/TPI 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 bad of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other five loads. 6)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. 7)All plates are 2x4 MT20 unless otherwise indicated. 8)Gable requires continuous bottom chord bearing. 9)Gable studs spaced at 2-0-0 oc. 10)This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrent with any other live loads. 11)"This truss has been designed for a live bad 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)WARNING:Required bearing size atjoint(s)2,15,16,17,18,14,13,12,10 greater than input bearing size. 13)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,16,17,18,14,13,12,10. 14)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/rPI 1. 15)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard i - Job Truss Truss Type Qty Ply Florence,MA ,14071765B Sol SCISSORS 5 1 Job Reference(optional) - _ Universal Forest Products 7.430 s Jul 25 2013 Mfrek Industries,Inc. Wed Jul 16 05:38:32 2014 Page 1 ID:NOK6DONi9Eg4oyH HVidJm?yxbh2-8HSGIpV1 FoYuSFu9Skn61 ciSHf6ul9H2G0gkvbyxbfb -2-M 4-3-11 9-" 13-8-5 18-0-0 20-0-0 2-0-0 4-3-11 4S5 4-8-5 4-3-11 2-0-0 Scale=1:36.4 46 5 5.00',12 —= ,NA-'_02x4 2x4 0 4 19 W2 206 !n 64 4x6 T1 W1 W1 T1 74x6 6 3 10 61 412 B1 8 .. ° 2 a HW1 - HW1- o IN 0 9 0 3.0012 5x8 5x8 9-0-0 18-0-0 Plate Offsets(X,Y): [2:0-1-0,0-2-11),[4:0-1-12,0-1-01,[6:0-1-12,0-1-0],[8:0-2-13,0-2-111,[10:0-6-0,0-2-4] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.49 Vert(LL) -0.17 10 >999 240 MT20 197/144 (Roof Snow=40.0) Lumber Increase 1.15 BC 0.79 Vert(TL) -03410-13 >630 180 TCDL 10.0 Rep Stress Incr YES WB 0.56 Horz(TL) 0.20 8 n/a n/a BCLL 0.0 Code IRC2009/TP12007 (Matrix-M) Wind(LL) 0.08 10 >999 360 Weight:84 lb FT=4% _BCDL 10.0_ LUMBER BRACING TOP CHORD 2x6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-9 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 or 2x4 SPF Stud MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SPF Stud or No.2 2-6-0,Right 2x4 SPF Stud or No.2 2-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. _ REACTIONS (lb/size) 2=1280/0-5-8 (min.0-2-0),8=1280/0-5-8 (min.0-2-0) Max Horz 2=-62(LC 9) Max Uplift2=-99(LC 8),8=-99(LC 9) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-902/45,3-4=-2684/436,4-19=-2650/323,5-19=-2641/342,5-20=-2641/342, 6-20=-2650/323,6-7=-26841436,7-8=-902/45 BOT CHORD 2-10=-287/2430,8-10=-287/2430 WEBS 5-10=-54/1306,4-10=-2191371,6-10=-219/371 NOTES 1)Wind:ASCE 7-05;100mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)and C-C Exterior(2) zone;cantilever 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 7-05;Pf=40.0 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 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 40.0 psf on overhangs non-concurrent with other live 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)Bearing at joint(s)2,8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,8. 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard �\ The Commonwealth of Massachusetts Department of IndustrialAccidents OFIce of Investigations s a I Congress Street, Suite 100 Boston,MA 02114-2017 www mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Address: City/State/Zip: A& ILMPhone#: AVu an employer?Check the appropriate box: Type of project(required): 1. am a employer with 4. I am a general contractor and I Dq1 M 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g• ❑ Demolition working or me in an capacity. employees and have workers' g y P h'• 9. Building addition [No workers' comp. insurance comp. insurance.$ required.] 5. E] We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 1 l.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] t c. 152,§1(4),and we have no employees. [No workers' 13.E�j Other S u N & O A comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: L ,L8 r- RT,Y Inu1 u id L Policy#or Self-ins. Lic. #: G Z — l�S - 3 7 9 17 - 0 2 G Expiration Date: Y j/ZB Job Site Address: 5,5- &R JJ 1' V l jam'a1 an . 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 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 under the pains and penalties of perjury that the information provided above is true and correct. Signature: y .t'�� (.�� Ll'Jt Date: Phone#• Y13 - 7;�y- �;_'99L. 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 7 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: Aic h Q)16 R D License Number 10' 7,5-4/&13 Address Expiration Date .�,_ /l3- �7 y- S'994 /2-OS- /If Signature Telephone 9.Registered Home Improvement Contractor: Not Applicable ❑ Company Name Registration Number Address p&2 33 S^3 y9y Expiration Date Telephone 4112 y—b�9/. G^ �S— 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....... 12-' No...... ❑ 11. - Home Owner 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) Roofing S W N -R p0 p" Or Doors I] ON .9 QgraK ' Accessory Bldg. ❑ Demolition ❑ New Signs [O] Decks [Q Siding[0] Other[dj Brief Description of Proposed Work: 1 C O(/'A/���,S U 10 )Z OO.M,• e 4l d E Y t s T/A* 4 ,5c k fib wive Alteration of existing bedroom Yes Z No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes !/o Plans Attached Roll -Sheet 6a. 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? D/V'r f. Method of heating? Al Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction 5 14/t/ A o e rn 0 A, 5'K/5 r/Nq. 0 CC-t" i. Is construction within 100 ft.of wetlands? Yes V"' 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? _V-' Yes No. I. Septic Tank City Sewer--Z Private well City water Supply l/ SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN x OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT as Owner of the subject property hereby authorize G to act on my behalf,in II matters ative to work authorized by this building permit application. a ature of Owner Date ,`}/Z n 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. Q j G K w #4 o Print Name &I (,) .,Q� 9-/0- y Signature of Owner/Agent Date Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning Y613 This column to be filled in by Building Department Lot Size Frontage Setbacks Front Side L: :4 R: S 0 L: R:-5—D Rear 1 S U Building Height Bldg.Square Footage % Open Space Footage % (Lot area minus bldg&paved parking) #of Parking Spaces Fill: volume&Location A. Has a Spe 'al Permit/Variance/Finding ever been issued for/on the site? NO DON'T KNOW ® YES IF YES, date issued: IF YES: Was the ermit recorded at the Registry of Deeds? NO F DON'T KNOW © YES IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO DON'T KNOW ® YES IF YES, has a 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 e IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES ® NO IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading,exGayatlon,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES ® NO V IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Department use only y of Northampton Status of Permit: ilding Department Curb Cut/Driveway Permit 212 Main Street Sewer/Septic Availability, sEP r 8 ?01� Room 100 Water/Well Availability hampton, MA 01060 Two Sets of Structural Plans El lc, Plumbing g G 13 87-1240 Fax 413-587-1272 Plot/Site Plans Northampton, MA OfOfp Other Specify APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office S S� G R E5 r//%E W 04 Map Lot Unit Zone Overlay District Elm St District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: ` C' -nce IV dr®6a B arnes - CtCaP 'uCiC 5SC(eS�y1 �Zx Name(Pi t) Current Mailing Address: t' 6�13 SFy R L l O Telephone Signatuff 2.2 Authorized Accent: Ric t< w6d'g to y-4, o yn.Ci n 9 . Name(Print) Current Mailing Address: &. k Ljat , 4//L?- 77y -6-916. Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building E/ (a)Building Permit Fee 2. Electrical (b)Estimated Total Cost of Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5.Fire Protection 6. Total=0 +2+3+4+5) Check Number 964e This Section For Official Use Only Date Building Permit Number: Issued: Signature: Building Commissioner/Inspector of Buildings Date File#BP-2015-0319 APPLICANT/CONTACT PERSON QUALITY BUILDERS ADDRESS/PHONE 544 LEYDEN RD GREENFIELD (413)774-5996 PROPERTY LOCATION 55 CRESTVIEW DR MAP 29 PARCEL 461 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid Typeof Construction: CONSTRUCT SUNROOM ON EXISTING DECK New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 95403 3 sets of Plans/Plot Plan THE FOLLOW G ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFOR ON PRESENTED: proved 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 Demolition D lay — ;��g — Asa y-�Gi Signa re o Building Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. *Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office of Planning&Development for more information. 55 CRESTVIEW DR BP-2015-0319 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 29-461 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: renovation BUILDING PERMIT Permit# BP-2015-0319 Project# JS-2015-000592 Est.Cost: $21000.00 Fee: $126.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: QUALITY BUILDERS 95403 Lot Size(sg. ft.): 10018.80 Owner: LACAPRUCIA JAMES M&ELIZABETH Zoning: Applicant: QUALITY BUILDERS AT: 55 CRESTVIEW DR Applicant Address: Phone: Insurance: 544 LEYDEN RD (413) 774-5996 WC GREENFIELDMA01301 ISSUED ON.912412014 0:00:00 TO PERFORM THE FOLLOWING WORK.-CONSTRUCT SUNROOM ON EXISTING DECK 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 9/24/2014 0:00:00 $126.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner