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17D-073 (2)
1. Remove existing garage, including foundation and slab, from site and dispose of properly. 2. Excavate as required to 1 2 / _ O O II construct new 1 foundation in same C location as existing. 3. Surface grade to be approximately 4--- —� four to six inches lower on non-driveway sides to allow new slab to be flush with driveway while holding wood frame above grade. See j Install Elevations. Simpson StrongTie 4 MAB23 mudsill anchors at arrow locations AF— I �I I 3 30 High Street S�M�sd� woo/ Northampton MA Demolition / Foundation Garage 7/14/09 1/4" = 1' • • i P trong =Nta � a � � ° �. „� _.. SIMPSON WOOD STRONG- WALL °: Garage Portal Systems on Concrete Foundations Strong-Tie Sheathing flush I. against I I� INSTALLATION: I {, • a alnst header • Maximum shim thickness between , the Wood Strong-Wall and top plates nui 9 pp . " lil is 7 /a ". Using thicker shims will result II in a load reduction. t VVV GARAGE HEADER u wr For holdowns, per ASTM standards Nail through ROUGH OPENING HEIGHT Ij i l tlll�l sheathing and III II lI , anchor bolt nuts should be finger-tight metal U channel Iull plus /3 to 1/2 turn with a hand wrench, � Model H . Without With s� with consideration given to possible with 10d common 1�„ 1/2' ullw future wood shrinkage. Care should be �� , nails or 16d No. Curh Shim Shim 9 sinkers at each iii i� IIV' taken to avoid over - torquing the nut. CAUTION: V : SIMPSON • painted dot on i , An impact wrench should not be used Drilling or cutting stVOflrie the panel. SW16x7x4 6" T 71/ 1 bll( ipllll An 8" minimum stemwall width is holes in Wood t • • � SW22x7x4 i a smoxc wary Ii required for the SSTB anchor bolt. Strong -Wall is not r � SW16x7x6 III n � Only a 6" minimum is required if the allowed except as �- • 7" 71' 7 - 1½ 19 II �� SW22x7x6 stemwall and footing are a single shown on page 102 e 61' pour and the stemwall is a maximum and the Allowable 1 1 ilh I 'i of 12" tall from the top of the footing Hole Chart attached : • ' • ° fi a SW16x8x4 6" 8 8'_ /2" 1 I 'Ih��I l V ll � �� (not the slab). to each wall � � V ? ° a " SW22x8x4. y��ll V swisx8xs Illrylli CURB SW22x8x6 7' 8' 1" 8' 1Y2' 111111 II 1 Attach to top plate Ij with pre - installed 1. The height of the garage curb above the 1 i1 41 ll n llii SIDS ¼x6 screws V. VV V V.VV VVVVVV garage slab is critical for rough header I ' opening on portal walls. uJ 4 . -�� 2. One ½ " shim is provided with Garage Portal walls. 1 i�� lyi,llil,' V CURB I'll I max shin' I l 1 au thickness ? Shi be rnay. �� required I'h behind F4 MST strap _ li �r + �' I�III11' 7{n SWMST Stra I a li• I (provided) (10 gal l u'li t "' ! ' V with 10d nails , e wtt rp7 I l • ,bill l WW- y V or 16d sinkers. lip l � l VV V V VV install only to VV Ilq,l wt' framing side I ry I ° . 4 of portal wall. I I Iil l i! TOP OF WALL CONNECTION 1�11��11 s� ; n -s. - Electrical box a i f ® a. w for illustratio �d1 1 f only not t 1 f included with I yl n�ll l i f t the wall Connect the & a a hi I�l' i� pre-attached t� Jli V i ! holdown to + n *. ^r. r 1q s$ F a1a . the anchor bolt 11 I using hardware • 1 wrench/ !''l 8 Min. for SSTB 4A i Attach beann9 6" if stemwall and S 11 M socket required = ��` plates (pr ovided) a udsill x2� /z footin arresin le 3 VV for 7 /e " nut. E with SDS Y 0 9 t r t i '" p our and stemwall �i � . � i • 15 /,e' wrench/ screws rovided ) . is 12° high max k f ns Itall nut on from top of s socket required ..r footin not slab ffi for 5 /a' nut. 1 anchor bolt g - 0l ,• (not provided). a'= � o � o ALTERNATE EXTERIOR INSTALLATION BOTTOM OF WALL INSTALLATION STANDARD PORTAL WALL For easy electrical installation INSTALLATION position wall with sheathing inside garage. 48 ' -Wat0 :'- 5. it . , .' ; ,' F , SIMPSON WOOD STRONG - WALL ®: Garage Portal Systems on Concrete Foundations Strong-Tie 1997•Uniform Building Code & 2000/2003/2006 International Building Code Multi -Ply Headers for Garage Portal Walls WI Double Wall Garage Portal' Single Wall Garage Portal Allowable Load per Portal Wall (Ibs) 1997 UBC 2000/2003/2006 IBC 1997 UBC 2000/2003/2006IBC 1997 UBC 2000/2003/2006 IBC Model No. Model Allowable Allowable Allowable Allowable Double 2x Double LVL Double 2x Double LVL Drift at Drift at Drift at Drift - ft at - Header Header Header Header No. ASD ASD ASD ASD Allowable Allowable Allowable Allowable Shear Shear Shear Shear Shear Shear Shear Shear SW16x7x4 1200 1260 1155 1215 Load V Load V Load V Load V (Ibs) (in) (Ibs) (in (Ibs) (in) (Ibs) (in) W16x8x4 995 1165 960 1120 SW16x7x4 2800 0.367 2695 0.353 1460 0.348 1405 0.335 S 1735 1925 1670 1855 SW16x7x6 2800 0.367 2695 0.353 1460 0.348 1405 0.335 SW22x8x4 1495 1695 1440 1630 SW16x8x4 2490 0.420 2395 0.404 1245 0.420 1200 0. 404 1. Garage portal walls listed above may be used with double 2x12 SW16x8x6 2490 0.420 2395 0.404 1245. 0.420 1200 0.404 minimum or double 1 nailed minimum LVL headers. 2. Headers shall be face nailed to each other with minimum 16d nails SW22x7x4 4820 0.369 4640 0.355 2190 0.396 2110 0.381 at 32" on center staggered along the top and bottom. SW22x7x6 4820 0.369 4640 0.355 2190 0.396 2110 0.381 3. Double 2x12 require W ply or OSB shim to make the header assembly flush with Wood Strong -Wall. The shim shall match SW22x8x4 3990 0.446 3840 0.429 1995 0.446 1920 0.429 the header depth and Wood Strong -Wall width minimum. It may SW22x8x6 3990 0.446 3840 0:429 1995 0.446 1920 0.429 be placed on either face of header or between plies directly over the Wood Strong -Wall. 1. A double wall garage portal system consists of 2 walls with a header spanning over the top and connected as shown. '� �. 2. A single wall garage portal system consists of 1 wall with a header spanning over the top and connected as shown. �"� 3. For plywood shear panel, add "P" to model name (e.g. SW22x7x4P), and multiply the table loads by 0.88. L� ) 4. Recommended header moisture content is 19% or less at time of installation. -- ,-. 5. The minimum header sizes listed are the minimum required for lateral rigidity of the portal system. Larger headers may be required due to vertical loading. 6. Portal walls may be installed with sheathing facing inside or outside. F 7. Maximum shim height between Wood Strong -Wall Portal Walls and header is 1 43". Shims of greater thickness will result in load redu ts.\ i 1 JUL 8. See allowable vertical load table on page 53 for Wood Strong -Wall maximum compression and tension capacities. L Lt 9. Allowable shear capacities must be reduced as limited by anchor bolt capacities for installations on CMU. See page 54 for SSTB capacities in CMU. i Detail 1 - Single and Double Wall � Beam splice Drag tie across beam splice by others Garage Portal l - - Single portal system -- ___�.. 0 �� Double portal system 1. Beam to support post and support post to I tR:., s- h ' k f F f . -Z% '*.Tema .LS#t .a ''t a...k z k foundation uplift connectors may be reduced g m t v where justified by calculations. 1 1 Header size shall match LSTA24 a 2. This detail reflects lateral load requirements a a nominal wall thickness x strap (mm) x 1 Header size shall match nominal s 'z 12 " min. nominal depth at beam wall thickness x 12' min. nominal depth a„0'r of a Single and Double Wall Portal system. f p to post; ) It is the designer's responsibility to provide 41q 8' Min. 16' -4" Max. ;r 16' -4" Max. iridt a complete load path for all loads in 1 ,.isl ; i accordance with the governing codes. .. (3) LTP4 at support post i R 3. System rating equals the sum of the Single , -" to Wood Strong -Wall post and Double Wall Portal values. 4 _. i s t , r,+ fi-�3! r { .� . "j rr, 4. Alternate Installation: A single piece header I Header support 3n 11 k (no camber) may be substituted for the two 5 i ,, post by others ' % , ".:; o ' s a headers shown. The design rating for this l( t 11 .. Ill condition may then be evaluat as the sum , ` a Column base detail by others a' s.� of the individual wall (pier) ratings. Individual i1(F e a loot shown forclarity)� n wall (pier) ratings for this condition may be , ® - __ taken as half of their Double Wall Portal values. . 5. Longer header spans can be accommodated if z larger headers are used such that equivalent stiffness is equal to or greater than that Q provided by the minimum header and _ maximum length indicated. i ) i " F § E .i y ar s .t.9r „ ate. - z 6. LTP4 and LSTA24 (design by others) are f g M� a r ' 1 __ __ _ a> a n minimum requirements to achieve the _o` ,, allowable loads. , .. z „ 4ry Header size shall matc nominal -o - a 4 ' • wall thickness x12' min. nominal depth a , k . i ® LSTA24 strap (min.) , e at beam to post o Detail 2 - Single Wall Garage Portal li1 1 ' S'"°"rz m ° 8' Min. 16' Max. email �_� 1. Beam to support post and support post to foundation uplift connectors �I , Support post AR may be reduced where justified by calculations. 1I ill " by others bl 2. This detail reflects lateral load requirements of a Single Wall Portal system. :,, r a . a- t r It is the designer's responsibility to provide a complete load path for all t1 �i� . - ° °� s THD10 a 1 T loads in accordance with the governing codes. ,. H Curb holdown --.< i 0 3. Longer header spans can be accommodated if larger headers are used (min.) i I such that equivalent stiffness is equal to or greater than that provided by I " a 1 1 the minimum header and maximum length indicated. , �=' . o • ` _, 4. STHD10 and LSTA24 (design by others) are minimum requirements to Column base detail by others achieve the allowable loads. (not shown for clarity) 49 1. Roofing system to be 15# felt and 25 -year architectural asphalt shingles selected by Owner, 2. Roof dripedge to be factory - painted steel coordinated in - tone with roof shingles. 3. Siding to be 1/2" x 4" cedar clapboard with nails sunken and filled. 4. Finish jambs, casings, and fascia to be factory - primed wood. Corners and fascia to be substantially 1x4, while door casings to be brickmold. Garage door jambs to be 5/4" stock. 5. Soffit to be 1/4" sanded plywood. 6. All siding and trim to receive one coat exterior latex primer and two coats exterior latex semi -gloss finish paint. Finish colors to be selected by Owner, 7. Framing to be exposed on the interior. Siding and trim to be fastened through to framing to prevent hazardous poke - throughs on the interior. 8. Windows and doors to be selected by Owner, Window sizes may differ modestly from those shown on plan. 30 High Street Northampton MA Finish Garage 6/30/09 I I 1. Install underground connection between garage and existing main panel in basement. Underground line to be one -inch schedule 80 conduit at a depth of 30 ". 2. Lighting fixtures to be selected by Owner, Garage door opener Ir / 11F Exterior sconce fixtures . connected to switch in kitchen 30 High Street Northampton MA Electrical Garage 6/30/09 1/4" = 1' 0 f East r r West 30 High Street Northampton MA Elevations - East / West Garage 6/30/09 3/16" = 1' IM:IL N "" .. " - I MIIIIIMMIh ' IIIIMMIMMIIN MINIIMIMIIIIIMIIIIIMIIIIMIIIIIIIIIMINNINIIIMMIIIMINIMIN IMMIM E=MI MIMI =MIN MIN= MIN MMINI EINEM =MN IMMO NINNIMI L1 r MINN INIMIN 1111=1 MINIII ELIEILI MMM r MIMM NM= MEM LIIEID = North ,..... :::,........I.I■ 1 "(=-_Z AdhN N' i ..... A Z MIIIIIINIMINNIIMININIIIM INIIIMININIIINIMINOIN MIIIIIIMIIIIIMIMINII NIMMIIIIMMIIIIMMIIIII MIIMIIMMENIIIIMINIIIIIM MOINIMENIMIIIMIIMIIIII MINNIMINNIMIIIINIIMINII IIMIIIIIIIIIMINIMMIIMIM MIIIMENNIIMMINIMIIIIIIIII MIIMMENIIIMMIIIIIMIIII MMINIONIIMIIIMINIIIIMEMINIIIMMINIIMMIIIIIIMMINIMMIINI MNIIMMINIIMENIIIIMMINIIMININIIIIMMIIIIIMMINNIMIIIMIIIMIN ENNIMMINNINNIIIIIIMIIIIMMINIIIMMINIIMMIIIIMMINIIMIN South 30 High Street Northampton MA Elevations - North / South Garage 6/30/09 1/4" = 1' 12 �8 I I 10 3 / " 1 s "j II 4 6 , 3 „ 8 ,_ 42 „ 7 _ 1S 8 „ North 1/4” = 1' 1. Roof frame to be 24" O,C. engineered trusses or 24" O.C. stick - framed 2x6 rafters and 2x6 joists. Roof sheathing to be 1/2" OSB with H -clips between rafters. 2. Garage door header to be 3 -1/2 // x 11 -7/8 N parallel- strand. 3. Walls to be 2x4 16" O.C. with 1/2" OSB sheathing. Plan 1/8" = 1' 30 High Street Northampton MA Framing Garage 6/30/09 1/4" = 1' 1. Footer and stab to be 2500 psi // concrete. 2. Wall to be 8" hollow -core CMU topped with one course of' 4" hollow -core CMU. 3. Solid -grout top two courses at anchor bolts. •"4 " i .._�,0$�44`.,,',e.�. // P 4 .....•. ....• a _ 30 High Street Northampton MA Foundation Detail Garage 6/30/09 3/4" = 1' 1. Remove existing 12' - 8" garage, including foundation and slab, from site and dispose of properly. 2. Excavate as required to construct new foundation in same location as existing. 3. Surface grade 1/2' silt anchor approximately four bolts 6' O.C. inches lower on non - driveway sides to allow new stab to be flush with driveway while holding wood frame above grade. See 41 Elevations. 4. Provide floor slab expansion joint at mid -point of tong dimension. 9 , 3 11 €00 --f to 1 20 N L 30 High Street Northampton MA Demolition / Foundation Garage 6/30/09 1/4' = 1' 1 °u no P t 30 High St Existing Garage — IV.I! I [-- THIS PLAT IS COMPILED FROM DEEDS, PLANS AND OTHER SOURCES AND IS NOT TO BE CONSTRUED AS AN ACCURATE SURVEY AND IS NOT TO BE RECORDED. BUILDING LOCATION ACCURACY IS NOT GUARANTEED 00 J 0 r \'-\\ ` 1 \ji 4eA \ \ } I 30 " F I 1' . .(i I I Iti I' - so ' { I ' I I I I \ C To: ING BANK, FSB & FIRST AMERICAN TITLE INSURANCE COMPANY TO THE BEST OF MY INFORMATION, KNOWLEDGE AND BEUEF I HEREBY REPORT THAT I HAVE EXAMINED THE PREMISES AND BASED ON EXISTING MONUMENTATION ALL VISIBLE EASEMENTS, ENCROACHMENTS AND BUILDINGS ARE LOCATED ON THE GROUND AS SHOWN AND THAT THE BUILDINGS ARE ENTIRELY WITHIN THE LOT LINES, EXCEPT AS NOTED. I FURTHER REPORT THAT THE PROPERTY IS NOT LOCATED WITHIN A FLOOD PRONE AREA AS SHOWN ON FEDERAL FLOOD INSURANCE MAPS FOR COMMUNITY # 250167 -NOTE - SURVEYOR THIS PLAT FOR MORTGAGE LOAN PURPOSES ONLY AND DOES NOT CONSTITUTE A PROPERTY SURVEY vi o OF - MORTGAGE LOAN INSPECTION PLAT - NORTHAMPTON, MASSACHUSETTS t iPt RANDAL L PREPARED FOR U � N DOUGLAS J. WHEAT & AMY E. SELDIN 135032 SCALE: 1 " -30' JANUARY 23, 2004 ; s + ° HAROLD L. EATON AND ASSOCIATES, INC. REGISTERED PROFESSIONAL LAND SURVEYORS 235 RUSSELL STREET - HADLEY - MASSACHUSETTS Garage l House High St 30 High St Garage o SECTION 8 - CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder : License Number Address Expiration Date Signature Telephone 9. Registered Home Improvement Contractor: Not Applicable ❑ Company Name Registration Number Address Expiration Date Telephone 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 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 oning haws and State of Massachusetts General Laws Annotated. Homeowner Signature SECTION 5- DESCRIPTION OF PROPOSED WORK (check all applicable) New House n Addition n Replacement Windows Alteration(s) n Roofing I�1 Or Doors L7 Accessory Bldg. ,g Demolition yv New Signs [O] Decks [El Siding [O] Other [Ol Brief Description of Proposed ` , Work: DPMot: t; t)(1 o ex ; Sf� e ra- j u, �ULc N td;, i ) �a4'a-' a I }i •NSA .( can ?Y'A � I Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes No 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? f. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 ft. of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No . I. Septic Tank City Sewer Private well City water Supply SECTION 7a - OWNER AUTHORIZATION - TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT , as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date I , D f o. 'S t,O eC y Awl St ILL v - , as II:Ger /Authorized Agent herejoy declare that the statements and infornnation on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Pt" US `N -e t P t Name-/ t Signature • ft/Agent Date Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size 1, r C 4'f c7 CSC) 6 5erfk Frontage 5 .1-1" S o r t Setbacks Front 3� 3 Side L: i O R: # L: (C R: f Li Rear 6 S '71 Building Height Ha C"i ` t !7 + 3 C 6/4g/tee ti 3 �D Bldg. Square Footage 1 27( 13,C, % 1 i y 4 1 11.1 33/,c, Open Space Footage % / (Lot area minus bldg & paved 733 �� t3$ 7f. parking) # of Parking Spaces Fill: (volume & Location) A. Has a Special Permit /Variance /Finding ever been issued for /on the site? NO DON'T KNOW Q YES Q IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO Q DON'T KNOW 0 YES Q IF YES: enter Book Page and /or Document # B. Does the site contain a brook, body of water or wetlands? NO 0 DON'T KNOW Q YES I 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 0 NO #ter 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 1 /4 IF YES, describe size, type and location: 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 0 NO i4) IF YES, then a Northampton Storm Water Management Permit from the DPW is required. Department use only City of Northampton Status of Permit: Building Department Curb Cut/Driveway Permit 212 Main Street Sewer /Septic Availability Room 100 Water/Well Availability Northampton, MA 01060 Two Sets of Structural Plans phone 413 -587 -1240 Fax 413 - 587 -1272 Plot/Site Plans 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 - j t Mapl Lot Unit Zone `� Overlay District Ioe Elm St District CB District SECTION 2 - PROPERTY OWNERSHIP /AUTHORIZED AGENT 2.1 Owner of Record: - poteias Ll.e 4 Amtj Se(d1►� 30 ; St F ig1- 4.,1Ce AA 0/ 661- Name ( Current Ma Address: Telephone Signature 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 / 4, © Q 0 (a) Building Permit Fee 2. Electrical (b) Estimated Total Cost of 4i 666 Construction from (6) 3. Plumbing Building Permit Fee 4. Mechanical (HVAC) 5. Fire Protection 6. Total = (1 + 2 + 3 + 4 + 5) ( 60G Check Number /1 _ lv $ This Section For Official Use Only Building Permit Number: Date Issued: Signature: Building Commissioner /Inspector of Buildings Date 1 ■ File # BP- 2010 -0001 APPLICANT /CONTACT PERSON WHEAT DOUGLAS J & AMY E SELDIN ADDRESS /PHONE 30 HIGH ST FLORENCE (413) 587 -4206 0 PROPERTY LOCATION 30 HIGH ST MAP 17D PARCEL 073 001 ZONE URB(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out �J Fee Paid �� /� '�� Typeof Construction: DEMO GARAGE & REBUILD DET GARAGE 24 X 12 New Construction Non Structural interior renovations Addition to Existing, Accessory Structure Building Plans Included: Owner/ Statement or License 3 sets of Plans / Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO 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 ,40e2 Signature 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. ' 1 BP- 2010 -0001 GIS #: COMMONWEALTH OF MASSACHUSETTS Ma . CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: BUILDING PERMIT Permit # BP -2010 -0001 Proiect # JS- 2010- 000001 Est. Cost: $17000.00 Fee: $60.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: Homeowner as Contractor Lot Size(sq. ft.): 9016.92 Owner: WHEAT DOUGLAS J & AMY E SELDIN Zoning: URB(100)/ Applicant: WHEAT DOUGLAS J & AMY E SELDIN AT: 30 HIGH ST Applicant Address: Phone: Insurance: 30 HIGH ST (413) 587 -4206 O FLORENCEMA01062 ISSUED ON: 7/17/2009 0:00:00 TO PERFORM THE FOLLOWING WORK: DEMO GARAGE & REBUILD DET GARAGE 24 X 12 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 7/17/2009 0:00:00 $60.00 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Building Commissioner - Anthony Patillo