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31B-005 (6) KeyBuild structurcr" 2.308f Wright Round hill rd - Level 5 5 -1 kir;BcaniEngine 4.508e1 Materials Database 1271 * 8.2 4 Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 8862.'# 12259.'# 72% 9.08' Total load D +S Shear 1793.# 7446.# 24% 18.14' Total load D +S LL Deflection 0.4994" 0.6049" L/436 9.08' Total load S TL Deflection 0.7531" 0.9073" L/289 9.08' Total load D +S Control: TL Deflection DOLs: Live =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 2005 • All product names are trademarks of their respective owners Michael Greaney r.k. Miles, Inc. KeyBuild Stniiturem 2.308f Wright Round hill rd - Level 5 5 -1 ktnBeamLngine 4.508e1 Materials Database 1271 8:2 1 Member Data Description: CaIcB2 Member Type: Beam Application: Floor Comments: Top Lateral Bracing: Continuous Bottom Lateral Bracing: (See Below) Standard Load: Moisture Condition: Dry Building Code: IBC / IRC Dead Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Live Load: 0 PLF Deck Connection: Nailed Member Weight: 14.5 PLF Filename: UNKNOWN Other Loads Type Trib. Dead Other (Description) Begin End Width Start End Start End Categon Replacement Uniform (PLF) 0' 0.00" 0' 8.25" 7 0 Snov Replacement Uniform (PLF) 0' 0.00" 0' 8.25" 7 0 Snov Replacement Uniform (PLF) 0' 0.00" 0' 8.25" 7 33 Snov Replacement Uniform (PLF) 0' 0.00" 0' 8.25" 7 33 Snov Replacement Uniform (PLF) 0' 8.25" 1' 5.50" 3 7 Snov Replacement Uniform (PLF) 1' 5.50" 2' 5.50" 12 29 Snov Replacement Uniform (PLF) 2' 5.50" 3' 5.50" 22 54 Snov Replacement Uniform (PLF) 3' 5.50" 4' 5.50" 32 79 Snov Replacement Uniform (PLF) 4' 5.50" 5' 5.50" 42 104 Snov Replacement Uniform (PLF) 5' 5.50" 6' 5.50" 52 129 Snov Replacement Uniform (PLF) 6' 5.50" 7' 5.50" 62 154 Snov Replacement Uniform (PLF) 7' 5.50" 8' 5.50" 72 179 Snov Replacement Uniform (PLF) 8' 5.50" 9' 5.50" 82 204 Snov Replacement Uniform (PLF) 9' 5.50" 10' 2.75" 83 207 Snov Replacement Uniform (PLF) 10' 2.75" 11' 2.75" 74 185 Snov Replacement Uniform (PLF) 11' 2.75" 12' 2.75" 64 160 Snov Replacement Uniform (PLF) 12' 2.75" 13' 2.75" 54 135 Snov Replacement Uniform (PLF) 13' 2.75" 14' 2.75" 44 110 Snov Replacement Uniform (PLF) 14' 2.75" 15' 2.75" 34 85 Snov Replacement Uniform (PLF) 15' 2.75" 16' 2.75" 24 60 Snov Replacement Uniform (PLF) 16' 2.75" 17' 2.75" 14 35 Snov Replacement Uniform (PLF) 17' 2.75" 18' 7.38" 4 10 Snov Replacement Uniform (PLF) 18' 7.38" 18' 11.00" 7 0 Snov Replacement Uniform (PLF) 18' 7.38" 18' 11.00" 7 0 Snov Replacement Uniform (PLF) 18' 7.38" 18' 11.00" 7 33 Snov Replacement Uniform (PLF) 18' 7.38" 18' 11.00" 7 33 Snov Point (LBS) 18' 2.75" 341 624 Snov I i 1 1 • 1 1 1 • , • 1 • 1 • / 18 11 0 1811 0 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0.000" Wall N/A 1.500" 1493# -- 2 18' 1.750" Wall N/A 1.500" 2402# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Dead Snow 1 522# 971# 2 845# 1558# Design spans 18' 1.750" Product: SP PT #1 2 x 10 4 ply Component Member Design has Passed Design Checks.**** Design assumes continuous lateral bracing along the top chord. No lateral bracing required along the bottom chord. All product names are trademarks of their respective owners Michael Greaney 8 .., Miles, Inc.. ,,,,..... KeyBuild struciureT"r 2308f Wright Round hill rd - Level 5 5-1 krtiBeamEngine 4.508e1 Materials Database 1271 * 8:2 2 Product: SP PT #1 2 x 12 3 ply Component Member Design has Passed 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 12020.'# 13076.'# 91% 10.07' Total load D +S Shear 2049.# 6792.# 30% 0.29' Total load D +S LL Deflection 0.6281" 0.6715" L/384 10.07' Total load S TL Deflection 0.9360" 1.0073" L/258 10.07' Total load D +S Control: LL Deflection DOLs: Live =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 2005 AL All product names are trademarks of their respective owners Michael Greaney 4 r.k, Miles, Inc. 1 �....,,.:,.�., ,� „ooa �r,�G �„ ve, m „� �.,,e.... �... � � � �� o��r� o«�o,r�r, .eytsuua wucture• ^ z.. ml Wnght Round hill rd - Level J 5- l 1- I mBeamEngine 4.508e1 _ Aaterials Database 12,71 * f46 8:29am • 1 of Member Data Description: CaIcB1 Member Type: Beam Application: Floor Comments: Top Lateral Bracing: Continuous Bottom Lateral Bracing: (See Below) Standard Load: Moisture Condition: Dry Building Code: IBC / IRC Dead Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Live Load: 0 PLF Deck Connection: Nailed Member Weight: 13.2 PLF Filename: UNKNOWN Other Loads Type Trib. Dead Other (Description) Begin End Width Start End Start End Category Replacement Uniform (PLF) 0' 0.00" 0' 8.25" 7 0 Snow Replacement Uniform (PLF) 0' 0.00" 0' 8.25" 7 0 Snow Replacement Uniform (PLF) 0' 0.00" 0' 8.25" 7 33 Snow Replacement Uniform (PLF) 0' 0.00" 0' 8.25" 7 33 Snow Replacement Uniform (PLF) 0' 8.25" 1' 5.50" 3 7 Snow Replacement Uniform (PLF) 1' 5.50" 2' 5.50" 12 29 Snow Replacement Uniform (PLF) 2' 5.50" 3' 5.50" 22 54 Snow Replacement Uniform (PLF) 3' 5.50" 4' 5.50" 32 79 Snow Replacement Uniform (PLF) 4' 5.50" 5' 5.50" 42 104 Snow Replacement Uniform (PLF) 5' 5.50" 6' 5.50" 52 129 Snow Replacement Uniform (PLF) 6' 5.50" 7' 5.50" 62 154 Snow Replacement Uniform (PLF) 7' 5.50" 8' 5.50" 72 179 Snow Replacement Uniform (PLF) 8' 5.50" 9' 5.50" 82 204 Snow Replacement Uniform (PLF) 9' 5.50" 11' 5.50" 88 219 Snow Replacement Uniform (PLF) 11' 5.50" 12' 2.75" 83 207 Snow Replacement Uniform (PLF) 12' 2.75" 13' 2.75" 74 185 Snow Replacement Uniform (PLF) 13' 2.75" 14' 2.75" 64 160 Snow Replacement Uniform (PLF) 14' 2.75" 15' 2.75" 54 135 Snow Replacement Uniform (PLF) 15' 2.75" 16' 2.75" 44 110 Snow Replacement Uniform (PLF) 16' 2.75" 17' 2.75" 34 85 Snow Replacement Uniform (PLF) 17' 2.75" 18' 2.75" 24 60 Snow Replacement Uniform (PLF) 18' 2.75" 19' 2.75" 14 35 Snow Replacement Uniform (PLF) 19' 2.75" 20' 7.38" 4 10 Snow Replacement Uniform (PLF) 20' 7.38" 20' 11.00" 7 0 Snow Replacement Uniform (PLF) 20' 7.38" 20' 11.00" 7 0 Snow Replacement Uniform (PLF) 20' 7.38" 20' 11.00" 7 33 Snow Replacement Uniform (PLF) 20' 7.38" 20' 11.00" 7 33 Snow Point (LBS) 0' 8.25" 341 624 Snow Point (LBS) 20' 2.75" 341 624 Snow • I 1 I 1 • , I I 1 r 2011 0 20 11 0 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0.000" Wall N/A 1.500" 2750# -- 2 20' 1.750" Wall N/A 1.500" 2727# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Dead Snow 1 946# 1804# 2 939# 1788# Design spans 20' 1.750" A All product names are trademarks of their respective owners Michael Greaney r.k. Miles, Inc. ' ' , Cop (C)1989 -2005 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED. West Hatfield, Ma 01088 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 Beede S -II -1 Key -ea Round Hill Rd. 8:23am c Northampton, Ma 1 of :eyBeamlt 4.506a mBeamEngine 4.508e1 daterials Database 1271 Member Data Description: Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: None Standard Load: Moisture Condition: Dry Building Code: SBC Dead Load: 10 PLF Deflection Criteria: L/360 live, L/240 total Live Load: 40 PLF Deck Connection: Nailed Member Weight: 11.7 PLF Filename: KYB3 Other Loads Type Trib. Dead Other (Description) Begin End Width Start End Start End Category Replacement Uniform (PSF) 0' 0.00" 14' 8.00" 11' 6.00" 15 40 Live O 14 8 0 / 14 8 0 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0.000" Wall 3.500" 1.746" 4583# -- 2 14' 2.750" Wall 3.500" 1.746" 4583# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Dead Live 1 1311# 3273# 2 1311# 3273# Design spans 14' 2.750" Product: 1 3/4x11 7/8 Versa -Lam 2.0 -3100 SP 2 ply Component Member Design has Passed Design Checks."* Design assumes continuous lateral bracing along the top chord. Design assumes no lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 16304.'# 21275.'# 76% 7.11' Total load D +L Shear 3946.# 7897.# 49% 0.01' Total load D +L Max. Reaction 4583.# 9188.# 49% 0' Total load D +L TL Deflection 0.6083" 0.7115" L/280 7.11' Total load D +L LL Deflection 0.4344" 0.4743" L/393 7.11' Total load L Control: LL Deflection DOLs: Live =100% Snow =115% Roof =125% Wind =160% Manufacturer's installation guide MUST be consulted for multi -ply connection details and alternatives All product names are trademarks of their respective owners Copyright (C)1989 -2005 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED. . , , Passing is defined as when the member, floorjoist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The tieede J -11 -1 Key t Round Hill Rd. 8:25am J Northampton, Ma ()1/f/1/ 1 of : :H cyBeam 4.506a mBeamEngine 4.508e1 Aatenals Database 1271 Member Data Description: Member Type: Beam Application: Floor Pantry Top Lateral Bracing: Continuous Bottom Lateral Bracing: None Standard Load: Moisture Condition: Dry Building Code: SBC Dead Load: 10 PLF Deflection Criteria: L/360 live, L/240 total Live Load: 40 PLF Deck Connection: Nailed Member Weight: 9.4 PLF Filename: KYB1 Other Loads Type Trib. Dead Other (Description) Begin End Width Start End Start End Category Replacement Uniform (PSF) 0' 0.00" 12' 0.00" 10' 6.00" 15 40 Live 43 fi, / i 12 0 0 O 0 12 0 0 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0.000" Wall 3.500" 1.500" 3393# -- 2 11' 6.750" Wall 3.500" 1.500" 3393# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Dead Live 1 965# 2428# 2 965# 2428# Design spans 11' 6.750" Product: 1 3/4x9 1/2 Versa -Lam 2.0 -3100 SP 2 ply Component Member Design has Passed Design Checks."' Design assumes continuous lateral bracing along the top chord. Design assumes no lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 9808.'# 13958.'# 70% 5.78' Total load D +L Shear 2928.# 6318.# 46% 0.01' Total load D +L Max. Reaction 3393.# 9188.# 36% 0' Total load D +L TL Deflection 0.4719" 0.5781" L/294 5.78' Total load D +L LL Deflection 0.3377" 0.3854" L/410 5.78' Total load L Control: LL Deflection DOLs: Live = 100% Snow = 115% Roof = 125% Wind = 160% Manufacturer's installation guide MUST be consulted for multi -ply connection details and alternatives All product names are trademarks of their respective owners x , Copyright (C)1989 -2005 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED. 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 Masonry and fireplace repairs and exterior painting is included. Landscape repair under allowance. A Energy Recover Ventilator is planned and will service the bathrooms and provide preconditioned make up air to the home. WRIGHTBUILDERS IN C O R P O R AT ED 48 BATES STREET NORTHAMPTON, MASSACHUSETTS 01060 April 22, 2011 Bob & Fraser Beede 141 Taconic Road Greenwich CT 06831 RE: Phase 2 - Major Renovations to 83 Round Hill Road: Dear Fraser & Bob: Thank you for your confidence in Wright Builders and for the opportunity to work together and be of assistance. The Scope of the Project: The scope of the work is as outlined below. Renovations to the first, second, third floors ai *1 e gar-age. r =X First floor renovations include modified stair, reconfigured pathway from dining room with expanded opening, trimmed, with conversion of butler's pantry into serving and prep area, with bar and baking services, and main kitchen with island, work areas, breakfast areas, and related remodeling. Re- purposed laundry room for utilities, pantry, family entrance and related functions. New wall finishes, lighting, plumbing, floor finishes throughout. Reconfigure 2 floor for common- access laundry, more spacious master bedroom, closets and expanded bath with custom shower and soaking tub installations annedi. VTGItirraln5MITTOrrill Renovations to guest bath room and closet. New wall finishes, lighting, plumbing, floor finishes throughout. Third floor renovations include construction of new closets and new IIVAC.New wall finishes, lighting and floor finishes throughout. New wall and floor finishes include: Full wall plaster repair and painting new carpet and tile where noted and all wood floors are planned for refinishing. c TELEPHONE 413 -586 -8287 e FAX 413 -587 -9276 A ELECTRONIC ,MAIL: info @wright builders.com 1 SECTION 8 - CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder : ' 1 ' / / seice gat V t 1 License Number If'Q S'�.. N (� ! - lair ri / MA J i� l r�'' Address / Expiration Date - '8`x"9 Signature / ephone 9. Registe ome improvement Contractor Not Applicable ❑ �a x 7A-4 6 - / If 1 s i b Company Name Registration Number 1 ► u I _ � � u+ lire. / . M; /6-6//a- Address Expiration Date i .____e75:51... Telephone o O g 9 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 Owner Exemption The current exemption for "homeowners" was extended to include Owner - occupied Dwellines 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 ❑ Or Doors ❑ Accessory Bldg. ❑ Demolition ❑ New Signs [D] Decks [I= Siding [0] Other [D] Brief Work Description of Proposed Q 6v�• �S r(„ �s-r 11,,� 1t4 '�1fc�i , �:14 f( fO.'M (� Alteration of existing bedroom ?Yes No Adding new bedroom Yes No cW Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll - Sheet 6a... N ew house and or addition to existing housing complete the following ,[ sue fir' a. Use of building : One Family Two Family Other ' � '''' v bn o b. Number of rooms in each family unit: Number of Bathrooms ��tz •� c. Is there a garage attached? RD f w /► P A I_ d. Proposed Square footage of new construction. Di.. - sions Y / .' 011 0 J . e. Number of stories? G I 1 f M tr- 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. , wetlands? Yes No. Is construction within 100 yr. floodplain Yes No j. Depth of basemen : cellar floor below finished grade k. Will build'.• conform to the Building and Zoning regulations? Yes No . I. - .tic 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, Qen ` 41 � f11VG as Owner of the subject property � ,,{ hereby authorize �' Q ` • �7 1 41/1 to - • my b- -.in all matter r lative to work uthorized by this building permit application. • Sig w1 of Owner Date r I, l• dipr L'v (`�i> , as Owner • uthorized �1 iereby declare that the statements and information on the foregoing application are true and accurate, to the best of T . ow e.ge and belief. Signed under the pains and penalties of perjury. IA gaill Print Name c ', • J. .7.1, - ' i //- - - - - C . 45 --- - --- - - Sign. r- of Owner /Agent Date Vd0 « �/�x �� K�� m� �~ 1� Section 4. ZONING Alt Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be fihl n by Building De ux, t F - ------ -- --- Lot Size Frontage Setbacks Front �--- r---� �---- Side �� R: �� —� r--� Rear Building Height F--- [---1 r---~ Bldg. �&� Square Footage [ r Y6 �--- F---i �--- Open Space Footage Y6 (uxumumin,mmuumpaved parking) #oyyu6dng `'000 �----� �--- �--- Fi . F --- -- ------- ----- - --�------�----� Wum*&�mu"n) A. Has aSpe 0 DON'T KNOW $1144,„. ' er been issued for/on the ��? NO v�/ �� w YES �~� �� IF YES, date issued: IF YES: VVasthe permit recorded at the Registry ofDeeds? 0 NO DONT KNOW YES �� _� ��__- _ ________ IF YES: enter Book | Page } and/or Document # N ( 7 ,;" N ( 7 ,;" 8. Does the site contain a brook, body of water or wettands? NO v�y� 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 IC) NO IF YES, describe size, type and location: | i D. Anethereanypnoposedchangestooruddidonsofsignsintendedhorthepropert 0 y� YES NO | - - --- - -''-- - - - ------- ---- '------| IF ¥ES, describe size, type and Locat � | E. Will the construction activity disturb (clearing, gradin., exc. :tion, or fihling) over 1 acre or is it part of a common plan that will disturb over 1 acre �� = ? YES l NO �� IF YES, then a Northampton Storm Water Management Permit from the DPW is required. t q Dep me re o q � u flu i � r � i �� 1'E� ity of No rtha mpton ` ��` l� �. I" j, n� . } �4 � } ' ` �� 4 i �' ', n d ems. �• 2-` ` f� it lJ a'i ,,, „, , Y, t 't G`'9S ,' 4 "�3_" e axi N§ b " P r 'tt 8 `" .� � '-''! ilding Department Curb uu /Driveway P r tt �� r,;�� A �� ' 12 Main Street di i t `n ' 4 ; Se�verlSeptic Aysil�b)ii� � ' � �� , �P R OOM 100 WaterJWell Availabillt t�� r I � 6 , 2 -1 , m , • � Tq ! -k � � � "� ' Sa '�+h � Aa� rr ,��. t l q ( in" �x.. . ° rth mpton, MA 01060 Two Sets �of Struc l ' q I t 4Ga _ y R � •�� - 87 -1240 Fax 413 - 587 -1272 Pli/Pl�a �� q �� "a - � a � � "A � � �`� .r� ��Y �� i�E"l�§.^T d ! � a ' t _ �,� k3 , _ 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 l�� f � Map Lot Unit Nb � A"n" r' ° Is' / � 4 A- d / D �, Zone Overlay District EIm St. District ' CB District SECTION 2 - PROPERTY OWNERSHIP /AUTHORIZED AGENT 2.1 Owner of Record: 0.06_, �o 6 � t 1 - r 0 •� � I C4-- Name -(P int) / Current n M n / dre s: 7 t, , 2A /� ^ �( D� �� f J, Telephone'' / /)) T _/ I Signatu 2.2 Authorized Agent: W R- c ' 8 VWi n - �q- r ,. �g sr No Pnt- A^Ael�' � Name (Print ,, C Mailing Address: z,,,,,,,&...\„, Sign. ^ Telephone SECTION 3 - ESTIMATED CONSTRUCTION COSTS $ I / g Y- k l./ 1 � OS D • /0 � . Item Estimated Cost (Dollars) to be Official Use Only completed by permit applicant 1. Building b �/ O / a! . (a) Building Permit Fee 2. Electrical f '� / ted Total Cost of 49 • Construction from (ti) 3. Plumbing / 3 � J 1 ?1 Building 4. Mechanical (HVAC) it 9 S? • i 5. Fire Protection 7 c 6. Total = (1 + 2 + 3 + 4 + 5) 7 � /3' Check Number Fee 3�(5� Permit < 0 A tap �Q / rnZ �� n _ T his Section For Official Use Oniv Bu ildin Permit Number: ` Date e g Issud Signature: Building Commissioner /Inspector of Buildings Date File # BP- 2011 -0928 APPLICANT /CONTACT PERSON WRIGHT BUILDERS ADDRESS /PHONE 48 Bates St NORTHAMPTON (413) 586 -8287 (116) PROPERTY LOCATION 83 ROUND HILL RD MAP 31B PARCEL 005 001 ZONE URC(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid � � Building Permit Filled out s kC Fee Paid '1 • Agiv Typeof Construction: RENOVATE 1ST,2ND & 3RD FLOOR (' / L New Construction Non Structural interior renovations PC. Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 068185 3 sets of Plans / Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO ION 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 Demolition Delay 41 Or . , nature o : uildint -• fficial 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. r 83 ROUND HILL RD BP- 2011 -0928 GIS #: COMMONWEALTH OF MASSACHUSETTS Map:Block: 31B - 005 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- 2011 -0928 Project # JS- 2011- 001199 Est. Cost: $177436.00 Fee: $1068.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: WRIGHT BUILDERS 068185 Lot Size(sq. ft.): 62290.80 Owner: WRIGHT BUILDERS Zoning: URC(100)/ Applicant: WRIGHT BUILDERS AT: 83 ROUND HILL RD Applicant Address: Phone: Insurance: 48 Bates St (413) 586 -8287 (116) Workers Compensation NORTHAMPTONMA01060 ISSUED ON: 6/1/2011 0:00:00 TO PERFORM THE FOLLOWING WORK: RENOVATE 1 ST,2ND & 3RD FLOOR 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 6/1/2011 0:00:00 $1068.00 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Louis Hasbrouck — Building Commissioner