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I �ys ?iG.O n ri ►T-t y tt9 92 70 0 �1 ` WE wd 7q y w O m M ..a Installation Made' Easyl 0 d t A A + Excavate 3 ft,trenches or bed. + Smooth Irregularities andd� level surface. + Assemble BioDlffuser'rm by simply snapping together the units end to end and slipping on the end caps (no screws necessary!) • Install piping to each row using knock-outs provided In the universal end caps. C • Rill side wall area to top of chambers with native soil (coarse sand or fine gravel may also be used; no heavy clay, silt or debris shall be Included) • "Walk in," fill to compact soil along sides. • ilsing a light tracked machine, cover the 8100iffuserr" units to a minimum of 12«depth r � •,,Mc � '. '' . ,�, , �' '� (17"for H-20 installations), maintaining at least '� •': � �� �; .�� .+�, 1211 separation between chambers and machine at .N all times. Avoid large rocks and debris in covet material. NOTE:See separate Installation Instructions for complete � details of all installations and tips on how to make the job go even easier, Alternative Installations BIODlffuserm is designed and engineered to address all system design challenges, ' TRENCH, BED, MOUND, AND PRESSURE DOSING system challenges can be addressed and ��w .�s k � l5+�� {' Icxr.� H.n:� u' astir leaching '6�'�''.iq�c�s,r,. '�����}-' � � A11et with B1Qdiffuetet`ru p1 g chhambers. y .� +4 Ideal for REPLACEMENT SYSTEMS, Many states � <., l i allow a substantial REDUCTION in disposal area sizing versus conventional pipe and stone, due to the increased storage capacities, and optimized infiltrative surface area (open bottom) of the WoDlffuser'4 System, -,t�' "�'�P'1)a N d a 7• ��� ��, k `.�'1���.}ij aAti' �7 �d>S't•: J di k(�y Pi.r x�t�i�tlr w•s`tr }y.�i 5 W )s°�! is a,Ma�< 1�e;S,rP�, f""A �!S��sf�,F�M`.��,�1� l�ttil�{ • rli�A4rfisd,yi.:,: r STGRMWATER MANAGEMENT �i and CONTROL can be addressed with. the DioDlffuser'u plastic leaching chamber system. Combine the units with stone to meet most requirements for storage a b,"•'S r rd'r d r �' t,�� and treatment. Installation, instructions are available, ;p. r� r 3.. 41 J +? •3� . V� lqqpp- Ism Vftv '��:}� \��C �t and �3+� y.. Y� ��;�• � t w t l' + Wk I � ° :+} U��1,f��, t r7 t i is I �. tit, ' }� �` �' i � r T� �; �� ar ,:�� ✓'. ��� 1 - k ."�. + d thy( y r Now-Where is A► Beer Way! 1 M + BioDiffuser" Xf, 34" x 76" x 14" or 34" x 76"x 1 l" r.: + Stoneless design for eater storage gr e valurnc g + Open bottom eliminates i masking or shadow effect + Louvers protects a, "open" sidewaUs i r + Sidewall openings increase in iltrative surface and inii i masking effect rt 4 + Improved performance ♦ Very economical, Maximizes unmasked leaching surface " 'w> The BloDlffu;seff provides the optimum amount of unmasked effective leaching surface, Its design ---°---------- objective is to provide an open bottom and SPECIFICATIONS: unmasked sidewall to allow effluent to flow via Orlglhai Standard Unit Low Profile Unit capillary action in all directions, This has been Length...........76" Length ..........76" achieved by combining the traditional, open Width.............34" Width.....,......34" bottom with a series of louvers along the sides. Height ......,....14" Height...........11" Effluent inside the chamber flows to uncompacted Invert...............9" Invert...........6.5" soil along the full length of each side. The louvers BloDlffusersw of either size, when installed with are designed to allow effluent to pass into the properly graded and compacted soils,to depths of cover uncompacted backfill while preventing it from of 12" or 1711, withstand H-10 or H-20 load factors migrating into the chamber, respectively. VGUZOO'd 359# 7,:80 ZOOUS0/1 1 R 1 M� cal l� y NGI, - zz \ too r � ,, __!! � " i wit .� fi fG�� ��o�.t.r•4�.� lva' �� 5r-l- -2-10Z r i I ���� ���- ��►d) Cam°�-� TA v LEADER HOME CTR FJ Thorn 14 Oct 2002 9:37 am 1123 BERNARDSTON RD , GREENRELD, N A. 01301- (413)774-6311 FASTBeamO En ineerin Analysis©1996-02 Georgia-Pacific Corporation Version: 3.3 Froject : A g BD In ormation - -- Mark# : Beam - Roof Desc Usage : Beam(Roof) Repetitive : No Spacing (in.) : 0.0 Max Deft : LL = L1240 TL=L/180 Composite Action: Na Slope : 0112 3.6".630 psi _ , 3.5",630 psi " t 1 L ®ADS Pro ect j esign Loads:Pocf ie-35,asf, Dead-15 psf; Live+Dean Ld(T) Live Ld(L) LDF Location* # Shape @Start @End QStart End Span# Starts Fnds Additional Info T-Span Garried(ps� 50 T 11 % G Uniform(plf) 16 0 0 0 19'0" Self Weight 'Dimensions_measured from left end'when span#I is 0, otherwise froin left end of the specified SRT — - _,_--�- --_�� � - 1 2 Max R'n 4667 4667 Max 115% 3159 3159 Min R'n 1508 1508 Min 115% 3159 3159 DL R'n 1508 1508 Min Brg(in.) 1.50 1.50 [Based can bearing stress beiowl Brg Str(psi) 630 630 iGN Value Span X Group Ailow LDF Ratio V(lbs) 4109 1 1'2" 31 13621 115% 0.30 M(ft-lbs) 22167 1 9"6" 31 34923 115% 0.63 LtRn(lbs) 4667 0 0101, 31 11576 100% 0.40 See Note#5 RtRn(lbs) 4667 0 119,011 31 11576 100% 0.40 See Note#5 LLDefi(in.) 0.67 1 V 6" 31 0.95 L/339 TLDeti(inJ 0.99 1--- -- 9 6" 31 1.27 - -- -a_ - U229 USE. GPLAM 2.0E 1.75x11.88" 3 Plies Grade selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 5. This reaction is based on the combination of loads$duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required, use Max R'n from 'Supports"section above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7.Roof Usage:install with minimum 114:12 slope for adequate drainage. 8. When required by the building code,a registered design professional or building official should verify the input loads and product application. 9. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 10. Verify that load is applied at top or equally from both sides. 11.Nall piles together with 16d nails @ 12'o%along top and bottom edges. Nail from alternate faces,2'from edges. 12.Max/Mtn reactions are based on the applicable load combinations outlined in the notes. Summation of maxlmin reactions for various DOL.may not match total max/min reaction. 13.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 14.Load Combinations: '110=D,20=D+100%,30=D+115%,40-D+125%,50=D+133%, 60=D+100%+115%,70=D+100%+125% ,80=D+100%+133%, 90=D+100%+115%+133%12, 100=D+100%+ 115116 12+133%, 110=D+Commercial Ld(100%) 15. Group=Load Combination Number+Load pattern number.(For simple span,Load pattern=1-for LL,0 for Page 1 of 2 Steam condensate any 1. 0 1. 0 1. 5 2. 0 COOLING SYSTEMS: Chilled water or 40-55 0. 5 0. 5 0. 75 1. 0 refrigerant below 40 1. 0 1. 0 1. 5 1. 5 CIRCULATING HOT WATER SYSTEMS: [ ] Insulate circulating hot water pipes to the following levels (in. ) : PIPE SIZES (in. ) NON-CIRCULATING CIRCULATING MAINS & RUNOUTS HEATED WATER TEMP M : RUNOUTS 0-1" 0-1. 25" 1. 5-2. 0" 2. 0+" 170-180 0. 5 1. 0 1. 5 2. 0 140-160 0. 5 0. 5 1. 0 1. 5 100-130 0. 5 0. 5 0. 5 1. 0 ----NOTES TO FIELD (Building Department Use Only)-------------------------- w more than 2. 0 cfm (0. 944 L/s) air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1. 57 lbs/ft2 pressure difference and shall be labeled. VAPOR RETARDER: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. MATERIALS IDENTIFICATION: [ ] Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R-values, glazing U-values, and heating equipment efficiency must be clearly marked on the building plans or specifications. DUCT INSULATION:. [ ] Ducts shall be insulated per Table J4. 4. 7. 1. DUCT CONSTRUCTION: [ ] All accessible joints, seams, and connections of supply and return ductwork located outside conditioned space, including stud bays or joist cavities/spaces used to transport air, shall be sealed using mastic and fibrous backing tape installed according to the manufacturer' s installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. The HVAC system must provide a means for balancing air and water systems. TEMPERATURE CONTROLS: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. HVAC EQUIPMENT SIZING: [ ] Rated output capacity of the heating/cooling system is not greater than 125% of the design load as specified in Sections 780CMR 1310 and J4. 4. SWIMMING POOLS: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. HVAC PIPING INSULATION: [ ] HVAC piping conveying fluids above 120 F or chilled fluids below 55 F must be insulated to the following levels (in. ) : PIPE SIZES (in. ) HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-1" 1. 25-2" 2. 5-4" Low pressure/temp. 201-250 1. 0 1. 5 1. 5 2. 0 Low temperature 120-200 0. 5 1. 0 1. 0 1. 5 MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2. 01 Release 3 DATE: 10-28-2002 Bldg. Dept. Use CEILINGS: [ ] 1. Raised Truss, R-30 Comments/Location Insulation must achieve full height over the exterior wall. [ ] 2. R-30 Comments/Location WALLS: [ ] 1. Wood Frame, 16" 0. C. , R-19 Comments/Location WINDOWS AND GLASS DOORS: [ ] 1. U-value: 0. 35 For windows without labeled U-values, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location SKYLIGHTS: [ ] 1. U-value: 0. 4 For skylights without labeled U-values, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location DOORS: [ ] 1. U-value: 0. 16 Comments/Location FLOORS: [ ] 1. Over Unconditioned Space, R-19 Comments/Location HVAC EQUIPMENT: [ ] 1. Furnace, 80. 0 AFUE or higher Make and Model Number AIR LEAKAGE: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. When installed in the building envelope, recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated, in accordance with Standard ASTM E 283, with no MAScheck COMPLIANCE REPORT Massachusetts Energy Code P rmit # MAScheck Software Version 2. 01 Checked by/Date CITY: Northampton STATE: Massachusetts HDD: 6404 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non—Electric Resistance) DATE: 10-28-2002 COMPLIANCE: Passes Maximum UA = 117 Your Home = 111 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------------------------------------------- CEILINGS: Raised Truss 360 30. 0 0. 0 12 CEILINGS 84 30. 0 0. 0 3 WALLS: Wood Frame, 16" 0. C. 550 19. 0 0. 0 33 GLAZING: Windows or Doors 105 0. 350 37 GLAZING: Skylights 8 0. 400 3 DOORS 19 0. 160 3 FLOORS: Over Unconditioned Space 430 19. 0 0. 0 20 HVAC EQUIPMENT: Furnace, 80. 0 AFUE ------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 25% of the design load as specified in Sections 780CMR 1310 n 4. 4. W Builder/Designer Date �%' •• 4�1tANPTO 9 e 'Nm7t11alli 1toll � 6 �assarhnsrtts' m DEPARTMENT OF BUILDING INSPECTIONS � 212 Main Street ' Municipal Building ,o Northampton, Mass. 01060 WORKER'S COMPENSA'T`ION INSURANCE A FMA,VU (licenserJpermitiec) with a principal place of business/residence at: (stre;t/ci ty/s�ate/a p) do hereby certify, under the pains and penalties of perjury, that: O I am an employer providing the follo%ving worker's compensation coverage for my employees woriing on this job: (Insu-ranc-- Company) (Polio Number) (Expiration Date) ( ) I am a sole proprietor, general contractor or homeowner (circle one) and have hired the contractors listed below who have the following workers compensation policies: (Name of Contractor) (Insuranov Commoy/Poticy Numkr) (Expiration Date) (Name of Contractor) (Insuranc Company/Potic},-Numb--r) (Expiration Date) (Name of Contractor) (Insuranc: Company/Policy Niuni)p-r) (Expiration Date) (Name of Contractor) Gnsuraac;, Compan /Policy Number) (Expiration Date) (attach additicnal tlacct ifnctiru.■ry to inch kc c inrbmiitim pertaining to aii ontattors) ( am a sole proprietor and have no one �,orking for me. ( } I am a home owner performing all the work myscif. NOTE:plesse be act ire[hat while h mcouvcn who cr Zrplay p—za u to 30 nc' m r�a on cr npair work on a dNN ng of not man tlL-n throo units in At-vdi the h,--acr resida or oa tbt£J o xppattc:ant dxrdo e c we(,-cncriity 0r11ickrcd to be crnploycs under the Nvoriccr'i ccanixLSaticn Ad(GL152,,z 1(5)),awlication by a homcow na for a liccsLx a permit may cvidcnoc tltc hcgal ctaftu of an eraployef uoder the Wock�'c Companzatioa Ac- I undctsund clot z copy of thus aatcmcat may be fofvAird J to tho Dcp�of lod■zab ial Aoci8c &Oilioo of Iasurvaoo for the coverage verification and that failure to i, ua=covcrngo undx s iica 25A of MGL 152 ran lead to tha iurposition of cruninai penalties -albting or it fine of up to 54500.00 500.00-N-imprisoumrnt of up to one}tat and civil pcasltia in di form of a Stop Work Order and a firm of 5100.00 a day i<gpinA me. For'dcputr�'1 use only Permit Number Wp#____ --Lot 4 �.,; Si t of Li ermitt e SECTION 8 -CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder : 1 _IAl _ `_______ _ _ License Number C> ------ 4d; s On v& C`>6 J Expiration Date I t-2, I-�,rLB �� r Telephone "51 P0.Me' 'tlM�^} i `C� M'4e� 'Y Y k 9 -Ftefr feted°Fr "m71 martivement�ContracCtor' ,„ fil ffib- , ,, :u ;g Not Applicable ❑ Company Name Reg s ration( Number Address ExprF ion late L4(3! qq ' GN> C%' 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...... ❑ 1 M 0"" mpton 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 buildiny- 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 fc.- which this permit is issued. Also be adv'i'sed 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- DESCRIRT�ION OF!PROPOSED WORK(check all applicable) New House ❑ Addition �� Replacement Windows Alteration(s) ❑ Roofing ❑ Or Doors V _ Accessory Bldg. ❑ Demolition❑ New Signs [ ) Decks [ ) Siding[ ) Other [ ] Brief Description of Proposed Work: -------- Alteration of existing bedroom Yes__Ze<�No Adding new bedroom Yes _-1,�No Attached Narrative 0 Renovating unfinished basement —Yes /No Plans Attached Roll 0 - Sheet sa, if New house` att'd or additidtflo'exi0ng Housing,.complete.the'follo Jjn : a. Use of building : One Family yr Two Family Other b. Number of rooms in each family unit:_ 6> w _ Number of Bathrooms c. Is there a garage attached? AU—, FAA 3ZAX �c04."7 d. Proposed Square footage of new construction._ IT Dimensions CCfldblz 2.1 X� _—_ e. Number of stories? f. Method of heating? _ Fireplaces or Woodstoves 1.L-3 Number of each — g. Energy Conservation Compliance. � Mascheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 ft. of wetlands? Yes _"0 No. Is construction within 100 yr. floodplain _Yes N j. Depth of basement or cellar floor below finished grade W�- 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 V1"- _ as Owner of the subject property hereby authorize � � (�_ ( _ __ — _�_ —_—__ to act on my b half, in all matters relative tc work authorized by this ;wilding permit application. 7(, O--T ----- ---- -- ---------- - Signature of Owner Date as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties off-perjury . Print Na e Date Signs re f caner/Ag nt Section 4. ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE DENIED DUE TO LACK OF INFORMATION Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size l Q., Frontage tom`°'t Setbacks Front Z7 2"7 Side L:j_R: 2 C> L: t-1 R: 2 C /6' Rear —75 t __79 ' C' Building Height t Bldg. Square Footage 157 Open Space Footage % P�o(Lot area minus bldg&paved 6V5 r� C's F)' 7b parking) l �? #of Parking Spaces Fill: volume&Location A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO DON'T KNOW IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 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 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: ..- t. � {� o� Northampton " !- B GI �� g Department Gur Main Street iI yoom 100 a r 1 > .a"�' ''Nortf�ia ton, MA 01060 T eF �ph qeP 413;..87. 240 Fax 413-587-1272 Plo " er�Sp " " -CATION TO CONSTRUCT, ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING ` SECTION 1 - SITE INFORMATION This section to be�compl'eted,b ffiee 1.1 Property Address: 4Y �- Map L`ot � (lnit 7���•-.,�. Z Overlay D�#nct� Lp Elm St. District CB`Dstrict SECTION 2 - PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Narne Print) ,/� Current.Mailing Ad ess: _ 6-1 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 ermit applicant 1. Building ,Z (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 ` ,b� r 6. Total = (1 + 2 + 3 + 4 + 5) L� Check Number f/6 ,ovd This Section For Official Use Only Building Permit Number: Date Issued: Signature: Building Commissioner/Inspector of Buildings Date f File#BP-2003-0431 APPLICANT/CONTACT PERSON JAMES VAN NATTA r ADDRESS/PHONE 403 SOUTH MOUNTAIN RD (413)498-2698[ a PROPERTY LOCATION 22 BRIERWOOD DR , ��J MAP 29 PARCEL 089 001 ZONE URA 6O 5 f g,, THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid d JA T_ypeof Construction: CONSTRUCT FAMILY RM ADDITION&ATT GARAGE New Construction Non Structural interior renovations _ Addition to Existing_ Accessory Structure Building Plans Included: Owner/Statement or License 040620 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFJ>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 Stree ommission Signature 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. 22 BRIERWOOD DR BP-2003-0431 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 29-089 CITY OF NORTHAMPTON Lot: -001 Permit: Building C:ateaory: BUILDING PERMIT Permit# BP-2003-0431 Project# JS-2003-0731 Est. Cost: $47050.00 Fee: $208.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Grogp: JAMES VAN NATTA 040620 Lot Size(ss . ft.): 16291.44 Owner: KOSTEK EUGENE R& Zoning: URA/WSP Applicant: JAMES VAN NATTA AT: 22 BRIERWOOD DR Applicant Address_ Phone: Insurance: 403 SOUTH MOUNTAIN RD (41 11. 498-2698 NORTHFIEI-DMA01360 ISSUED ON.11 18102 0:00:00 TO PERFORM THE FOLLOWING WORK.CONSTRUCT FAMILY RM ADDITION & ATT GARAGE 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: t Driveway Final: Final: Final: K �-6 ���p/a3 Rough Frame: v Gas: Fire Department Fireplace/Chimney: tiougn: Oil: Insulation:O V< ':'� _I [ - 03 Final: Smoke: Final:0 r q-V 3 -03 THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATI OF ANY OF ITS RULES AND REGULATIONS. s. Certificate of Occu anc Si nature: Fee Type: Receipt No: Date Paid: Check No: Amount: Building 11/8/02 0:00:00 710 $208.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Building Commissioner-Anthony Patillo