Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
04-003
KeyBuitd structure'2.06[Build 7] HathawayDanAnsaldoDeck-Level 5-7-13 - 1mtBeamEngine 4.600y Materials Database 1411 12:17pm 2 of 3 Member Data Description:CaIcB19 Member Type: Beam Application: Floor Comments: Top Lateral Bracing: Continuous Bottom Lateral Bracing: (See Below) Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total 2.000" max. LL Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 7.2 PLF Filename: Q:\HathawayD Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 0' 1.50" 224 56 Live Replacement Uniform(PLF) Top 0' 1.50" 1' 1.50" 247 62 Live Replacement Uniform(PLF) Top 1' 1.50" 1' 5.00" 275 69 Live Replacement Uniform(PLF) Top 1' 5.00" 7' 0.75" 282 70 Live Point(LBS) Top 0' 1.50" 0 78 Live Point(LBS) Top 1' 5.75" 0 99 Live Point(LBS) Top 6' 8.13" 272 203 Live l / / / 1 0 0 6 012 / O ® / 7 0 12 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 1' 0.000" Wall N/A N/A 1.500" 1533# -- 2 7' 0.750" Wall N/A N/A 1.500" 1486# -- Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Dead 1 1060# 473# 2 1072# 414# Design spans 1' 0.000"(left cant) 5' 8.125" Product: SP PT #1 2 x 10 2 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. No lateral bracing required along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 1421.'# 4635.'# 30% 3.84' Even Spans D+L Negative Moment 223.'# 4635.'# 4% 1' Total Load D+L Negative Unbrcd 223.'# 4635.'# 4% 1' Total Load D+L Shear 836.# 3238.# 25% 1.01' Total Load D+L LL Deflection 0.0196" 0.1892" L/999+ 3.84' Even Spans L TL Deflection 0.0244" 0.2839" L/999+ 3.84' Even Spans D+L LL Defl., Lt. -0.0110" 0.2000" 2L/999+ 0' Even Spans L TL Defl., Lt. -0.0133" 0.2000" 2L/999+ 0' Even Spans D+L Control: Positive Moment DOLs: Live=100% Snow=115% Roof=125% Wind=160% This member has been designed in accordance with NDS 2005 All product names are trademarks of their respective owners Copyright(C)1987-2012 by Keymark Enterprises,LLC.ALL RIGHTS RESERVED. K E Y M A R K "Passing is defined as when the member,floor joist,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet. The design most be reviewed by a qualified designer or design professional as required for approval.This design assumes product installation according to the manufacturer's specifications. KeyBnild structureTM 2.06[Build 7] HathawayDanAnsaldoDeck-Level 5-7-13 , kmBeamEngine 4.600y Materials Database 1411 12:17pm 1 of 3 Member Data Description: CaIcB18 Member Type: Beam Application: Floor Comments: Top Lateral Bracing: Continuous Bottom Lateral Bracing: (See Below) Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total 2.000"max. LL Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 7.2 PLF Filename: Q:\HathawayD Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 1' 0.75" 283 71 Live Replacement Uniform(PLF) Top 1' 0.75" 2' 0.75" 319 80 Live Replacement Uniform(PLF) Top 2' 0.75" 3' 0.75" 365 91 Live Replacement Uniform(PLF) Top 3' 0.75" 14' 1.50" 389 97 Live Point(LBS) Top 0' 4.63" 0 93 Live Point(LBS) Top 3' 2.19" 0 136 Live Point(LBS) Top 13' 8.88" 339 225 Live I • A / / /O ®6912 7312 ©/ 14 1 8 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 1333# -- 2 6' 9.750" Wall N/A N/A 2.453" 4158# -- 3 14' 1.500" Wall N/A N/A 1.500" 2003# -- Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Dead 1 964# 369# 2 3213# 945# 3 1511# 492# Design spans 6' 5.125" 6'11.125" Product: SP PT#1 2 x 10 2 ply PASSES DESIGN CHECKS , Design assumes continuous lateral bracing along the top chord. No lateral bracing required along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 2096.'# 4635.'# 45% 10.97' Even Spans D+L Negative Moment 2790.'# 4635.'# 60% 6.81' Total Load D+L Negative Unbrcd 2790.'# 4635.'# 60% 6.81' Total Load D+L Shear 1731.# 3238.# 53% 6.82' Total Load D+L LL Deflection 0.0413" 0.2309" U999+ 10.62' Even Spans L TL Deflection 0.0476" 0.3464" L/999+ 10.62' Even Spans D+L Control: Negative Moment DOLs. Live=100% Snow=115% Roof=125% Wind=160% This member has been designed in accordance with NDS 2005 J All product names are trademarks of their respective owners y/ Copyright(C)t987-2012 by Keymark Enterprises,LLC.ALL RIGHTS RESERVED. KEYMARK "Passing is defined as when the member,floor joist,beam or girder,shown on this drawing meets applicable design cnteria for Loads,Loading Conditions,and Spans listed on this sheet. The design most be reviewed by a qualified designer or design professional as required for approval.This design assumes product installation according to the manufacturer's specifications. Ixeysuild structureTM 2.06[Build 7] HathawayDanAnsaldoDeck-Level 5-7-13 .• kmBeamEngine 4.600y Materials Database 1411 12:17pm 3 of 3 Member Data Description:CaIcB20 Member Type: Beam Application: Floor Comments: Top Lateral Bracing: Continuous Bottom Lateral Bracing: (See Below) Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total 2.000" max. LL Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 7.2 PLF Filename: Q:\HathawayD Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 6'11.50" 250 63 Live Point(LBS) Top 0' 4.63" 123 55 Live Point(LBS) Top 0' 4.63" 315 187 Live Point(LBS) Top 6' 6.88" 277 176 Live Point(LBS) Top 6' 6.88" 123 55 Live - 1 i 611 8 0 6 11 8 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 1668# -- 2 6' 11.500" Wall N/A N/A 1.500" 1619# -- Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Dead 1 1211# 458# 2 1172# 447# Design spans 6' 2.250" Product: SP PT#1 2 x 10 2 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. No lateral bracing required along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 1530.'# 4635.'# 33% 3.48' Total Load D+L Shear 743.# 3238.# 22% 5.95' Total Load D+L LL Deflection 0.0245" 0.2062" L/999+ 3.48' Total Load L TL Deflection 0.0313" 0.3094" L/999+ 3.48' Total Load D+L Control: Positive Moment DOLs: Live=100% Snow=115% Roof=125% Wind=160% This member has been designed in accordance with NDS 2005 . All product names are trademarks of their respective owners Copyright(C)1987-2012 by Keymark Enterpnses,LLC.ALL RIGHTS RESERVED. K E Y M A R K "Passing is defined as when the member,floor joist,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval.This design assumes product installation according to the manufacturer's specifications. O�•(MAMpro • " PLANNING AND DEVELOPMENT • CITY OF NORTHAMPTON e / tzdf • 2Io Main Street,Room it • Northampton,MAoio6o 3198 • 1413)587-x266 • Fax 587 I264 Wayne Feiden, Director • planning@northamptonplanning.org - www.northamptonplanning.org April 13, 2004 Kelly Ansaldo 521 Audubon Road Leeds, MA 01053 RE: Wetland Permitting for Proposed Work Map 4, Parcel 3 Dear Kelly, I am writing this letter to follow-up on my site visit last month. As an agent of the Northampton Conservation Commission, I looked at the man-made pond on your property, the drainage channel running from it, and the wetlands and stream behind your house. • The pond and its drainage channel are not jurisdictional wetlands under state regulations or the local wetlands ordinance. • The wetlands and stream are jurisdictional. However, if all work is confined to the existing lawn area, before the wooded slope, you will not need to obtain a wetlands permit from the Conservation Commission because you will be outside the 100-foot wetland buffer and the 200-foot riverfront area. If you should have any questions, please do not hesitate to call me at 587-1263. Sincerely, Gloria McPherson Conservation and Land Use Planner planning board•conservation commission -zoning board of appeals•housing partnership•redevelopment authority •northampton GIs economic development•community development-historic district commission •historical commission-central business architecture original prim tedon recycled paper ?` AcJ24 ; `)o go Pr) 1 S . 143-a� Ex rw SlZ ►S " 3q I Safr - Sb' AU ti SO City of Northampton r ` 5 Massachusetts 4 77:ji DEPARTMENT OF BUILDING INSPECTIONS s o� ti- ...n+ Main Street Municipal Building �bC YJ - 212 Mai •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)La 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 M. � --- Department of Industrial Accidents �E'=:Ti ` ""e. Office of Investigations ` S -7=! 600 Washington Street . —.1.1:1=... MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): :er, .... 2iTar6 Address: 2 C - ') a-2)6-si---91) 0,e City/State/Zip: co tkiirni 4646 Phone #: 1//3 6`. 2 93 7 Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I ployees(full and/or part-time). * have hired the sub contractors 6. ❑New construction 2.vzn a m a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. employees and have workers' 9. [11 Building addition [No workers' comp.insurance comp.insurance.$ required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.0 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.❑ Other 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: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under 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. ur_- Signaature: a., Date: 6-' 3 ' r) Phone#: CO,i h l 2-f / 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: 400911)/(t"..2.-- O.- GS 717 3 J License Number Addr- Expiration Date 11111 _ Signature Telephone '9 Ore Lst d.:orsIm:"rovemen 'antra` Not Applicable ❑ � I2 rV/47 9 Company Name Registration Number 51/4/Z6fy Address Expiration ate t!,- /.0 "G w ,.1.2 Telephone 6i7 5 2f 37 1 ; ,SECTION 10-WORKERS',COMPENSATION INSURANCE VIT(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 rmit. Signed Affidavit Attached Yes No ❑ OIrl' • n 1 DII 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), a New House ❑ Addition ❑ Replacement Windows Alteration(s) ❑ Roofing n Or Doors 0 Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [Ke/ Siding[0] Other[0] Brief Description of Proposed , Work: ,c096,426 �77t /6,4/5,77,0 or-0,e t /3 X 26) iv/ 1?)tAJ ,ott,c_Ofte/0 Alteration of existing bedroom Yes V No Adding new bedroom Yes 4/ No j Attached Narrative Renovating unfinished basement Yes ✓ No Plans Attached Roll -Sheet ouse,.aratl.,or addition to ex�s#irf ;houstn com ete'1ieTfollowrti.: 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 SEGTION 7a OWNER AUTHORIZATION,.,TO BE.COMPLETED WHEN OWNERS AGENT Ott CONTRAGTORAPPLIES FOR BUILDING PERMIT^ KC((A y'1 c ( � ,as Owner of the subject property ;� hereby authorize \)c,041', to act on my behalf, in all matters relative to work authorized by this building permit application. 11/ 9157/ S Signature O r Date 41, VC ,-) qD ,as Owner/Authorized Agent hereby dbclare that the statem nts 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. I Kv1(--1n�� Print Name Sign-Op.—Owner/Agent Date r Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information e Existing Proposed Required by'inning This column to be filled in by Building Department Lot Size /O f "}"G I i 64-av'E 4 i /4. to .6/ ; SSE - f Frontage Setbacks Front I-TO I Side L:1/2'! R: J L:; 12.5 R:I SoI Rear 1-1 Building Height 5 r 1751-1, F Bldg.Square Footage 11F4 6 % l.. Open Space Footage -- (Lot area minus bldg&paved i 1----1 s parking) #of Parking Spaces Fill: I _._._._ . I __ (volume&Location) { 3 °l A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO 0 DONT KNOW f9, YES 0 IF YES, date issued:; s , IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW el YES 0 IF YES: enter Book 1 I Pagel and/or Document#1 B. Does the site contain a brook, body of water or wetlands? NO 0 DONT KNOW Q YES 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained ® Obtained ® , Date Issued: i l C. Do any signs exist on the property? YES 0 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 1 E. Will the construction activity disturb(clearing,grading,excavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES ® NO • IF YES, then a Northampton Storm Water Management Permit from the DPW is required. 18.-11t �" City of Northampton e FL, _ , ;Building Department 212 Main Street Room 100 Y 8 2013 N rthampton, MA 01060 . . phnn 41 -587-1240 Fax 413-587-1272 StAVA DPT.OF BUILDING INSPECTIONS NORTHAMPTON,MA 01060 ® ° APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION.1 SITE INFORMATION This section to be completed by officera 1.1 Property Address: k 3 ^A, ``z' -. l. 4*.14 a' le ;.': k one " .� .. A4V OVerla/District a "r:0 '4 SECTION 2».PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Zi Qt A . ,s`( - L ry1 A Name(Print) Current Mailing Address: l Cv C ¶V -/ Telephone Signatur 2.2 Authorized Agent: 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 (a)Bulling Permit Fee 2. Electrical (b).Estimated•Total Cost of Construction from.(6� o.- <w . 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection 6. Total=(1 +2+3+4+5) 7 ? 7! , Ye 'J C , Check Number This Section For Official Use Onl - Y Buildin Permit Number Date•9 Issued:• Signature •Building Commissioner/Inspector of Buildings" Date • PIo File#BP-2013-1061 APPLICANT/CONTACT PERSON DANIEL HATHAWAY M,C ADDRESS/PHONE 2 OLD GOSHEN RD WILLIAMSBURG (413)695-2937 0 th PROPERTY LOCATION 521 AUDUBON RD �rN MAP 04 PARCEL 003 001 ZONE RR(100)/WSP(54)/WP(15)/ ,,` THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out )51-0 ib g. Fee Paid Typeof Construction: REPLACE 12 X 26 DECK W/34 X16 DECK New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 081793 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INF RMATION PRESENTED: Approved 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 -moli on Dela Signa re of 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. 521 AUDUBON RD BP-2013-1061 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 04-003 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category:Deck BUILDING PERMIT Permit# BP-2013-1061 Project# JS-2013-001756 Est. Cost: $24000.00 Fee: $108.80 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: DANIEL HATHAWAY 081793 Lot Size(sq. ft.): 718740.00 Owner: ANSALDO ROBERT L&KELLY J Zoning:RR(100)/WSP(54)/WP(15)/ Applicant: DANIEL HATHAWAY AT: 521 AUDUBON RD Applicant Address: Phone: Insurance: 2 OLD GOSHEN RD (413) 695-2937 0. WILLIAMSBURGMA01096 ISSUED ON:5/13/2013 0:00:00 TO PERFORM THE FOLLOWING WORK:REPLACE 12 X 26 DECK W/34 X16 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 5/13/2013 0:00:00 $108.80 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner