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35-300 (4) v Vdk > z v0 . . . . . . . ITT. OE t P . . . . . . . . . . . . . . . . . . . . . . . . ul . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Z ED o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . z r r- . . . . . . . . . . p0 C Mi 0 M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NOTE:IN ORDER THAT THIS APPLICATION MAY BE ACCEPTED,THE DATA CALLED FOR BELOW MUST BE SO SET FORTH THAT WE CAN DETERMINE FROM THE APPLICATION AND THE ACCOMPANYING PLANS WHAT THE EXISTING CONDI- TIONS ARE AND WHAT THE FUTURE CONDITIONS WILL BE. Plot Plans-andrPlans;must be filed with this application before a permit be granted. 5 1998 ' Zo I p;PT APPLICANT NOT TO FILL IN SPACES ABOVE THIS LINE Application for a Dwelling Permit a Northampton,Mass. . . . . . .? . . . . . . 19 �>.'.�'°. . Telephone No. . . . .S8 y `/©O. . . . . . . . . . . . . . . 7b the Supt.of Buildings: Application for a permit to build is hereby made according to the following:- 1. Location, Street and No. J 7. . . CtlD.n �1'.( .. . . . . . . . . . .. . . . . . . . . . . . . Lot No. . . . . . . 2. Nearest cross street .G . . .. !'. . . . . . . .����. .�i"�. . . t/t3`�7 /�'" . . . . . Size of lot . . . . . .`ff��.2.Z.3. . 6. Fl.. . . . . . . . . 3. Owner's name . e ! c/ /�"rS ,. . . . . . . . Addressep.16A!"'�_.G 4P 4. Architect's name . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . Address . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . 5. Builder's name . �}/h✓..! .�1 �"f!�!S!�f. . . . . . . . AddresgP4!.4?'� . . . . .. .H•. ©IcJC Mass.Construction Supervisor's License No. . . D 7 Y7 9. . . . . . . . . . Expiration Date . . 7:2-57-0 C3. I . . . . . . . 6. Use of Building:One-family . . . . . ..�1 X77. . . . . . . . . Two-family . . . . . . . . . . . . . . . . . . . . Other . . . . .. . . . . . . . . . . . . . . 7. Number of rooms in each family unit: .. . . . . . . . .. . . . . . . . . . . . Number of Bathrooms . . . . y. . . . . . . . . . . . . . . . 8. Is there a garage attached? . . . . . . 63. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . . . . . . 9. Size of building . . . . . :2.� . l�� . . . . . . . . . . . . . . . . . . Square footage . . . Z2J"0 . . . . . . . . . . . . . . . . 10. Number of stories . . . . . . . . .!L . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11. Distance from finished grade to high point of roof . . . . . . . . 2.7. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12. Type of construction . . . .InJ 0 J.,P. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . r 13. Distance from building to street line in feet . . . . . . . . :. . . . . . . . . . . . . . . 14. Distance from building to side lot lines in feet:Left . . . . . .Ci<<! . . . . . . . . . . . . . . Right . . . . . . . . . . . . . . . . . . . . . . . . . i 15. Distance from building to rear lot line in feet . . . . . . . f yr. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . 16. Is a plot plan being filed with this application? . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17. Species of framing lumber:DF . . . . . . . . . . . . . . . . . . . . Spruce . . f✓�C . . . . . . . . . . . . . Other . . . . . . . . . . . . . . . . . . . . 18. Are all structural conditions noted on drawings? . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . 19. Nature of land upon which the structure will be erected:Natural . . .x. . . . . . . . . . . . .. Filled . . . . . . . . . . . . . . . . . . . 20. Depth of basement or cellar floor below finished grade . . . . �O. . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . e>o.f rz t:Z) Go.�clze-- 9`r 21. Material of foundation walls . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . Thickness in inches . . . . . . . . . . . . . . . . . . . 22. Type of roof:Flat . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Pitched . . . .!n 11 7�- . .. . . . . . . . . .. . . . . . . . . . . . . . . . 23. Material or roof covering . . . . . . . .61 ff C.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24. Method of heating . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25. Will the building conform to the Building and Zoning Ordinances? . . . . .vr3 . . . . . . 26. Septic Tank? . . . . . . . . . . . . .� 3. . . . . . . . . . . . . . . . . . . . . . City Sewer? . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 27. Construction within 100 ft.of wetlands? . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28. Construction within 100 year flood plain? . . . . . . . .!�`'� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 29. Estimated cost: Total$ . . . . . . . . . . .. . No building or structure which is erected or altered,shall be used,in whole or in part,for any purpose until a certificate of occupancy is issued by the Building Inspector. The undersigned certifies that the above statements are true to the best of his knowledge and belief. . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . ... . . . . . . . pp. . . . . . . . . . . . . . . Signat r of Contractor Signature of responsible applicant WRITTEN DESCRIPTION OF WORK TO BE DONE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ` TI_11 1-11-1'!'_' i L= 1 F'F I HE-,Cu-IRCIE R.UGG LUMBER Attn GINGLR Ti-aearn- v5.42 Serial Nurntvr:12345670 2 Pcs of 1.75" x 11.875" 1,9E MfcrollamC) LVL BEAmUSA 1171 61771901 11.44:47 Page.1 of 1 Eui1d Code:1c. THIS PRODUCT MEETS OR FXCEEDS THE SET DESIGN CON T'ROLS FOR THE APPLICATION AND LOADS LISTED .22 LOADS: Product Diagram is Conceptual. Analysis for Beam Member Supporting FLOOR- RES.Appiic:ation. Tributary Load W'Ath: 1' Loads(pso.-40 Live at 100%duration, 12 Dead,0 Partition,and TYPE CLASS LIVE DEAD LOCATION APPLICATION C,OMNIENT Unifcrm(p!r) Floor(1.00) 5113 3 160 0 to 11' Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x4 Plate 3.50" 2.798" Left Face 3153/1009/4162 Detail A3 1.25"LSL Rirn 2 2x4 Plate 3 50" 2.713" Right Face 3153 1 1009 1 4162 Detail A3 1.25"LSL Rim -See TJfvl SPECIFIER'S i BUILDER'S GUIDES for detail(s):.A1 -Bearing length requirement exceeds input at supports)1,2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 4036 3193 7897 Passed(40X,) Lt. end Span 1 under Floor loading Moment(ft-lb) 10763 10763 17848 PaSSed(60%) MID Spar 1 under Floor loading Live DeIL(In) 0.204 0.356 Passed( ]628) MID Span 1 under Floor loading Total DeFl-(in) 0.269 0.533 Passed(Li476) PAID Span 1 under Floor loading Deflection Criteria: STANDARD(LL: L1360,TL:LJ240). Bracing(Lu):All compression edges (top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Propor attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist MadMillan(TJM). TJNi warrants the sizing of its products by this software will be accomplished in accordance with TJM product design Criteria and I code accepted design valu'•s. The specific product application,input design loads,and stated dimensions have been provided by the software user. TI-iis output Itas not been reviewed by a TJM As,ocialu_ Not all products are readily available. Check with your supplier or TJP,d technical representative fur product availabilily. -THIS ANALYSIS FOR TRUS JOIST h4acMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Allowable Stress Design methodology was used for Code NER analyzing the TJM Residential product listed above. Note:See TJM SPECIFIER'S;GUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: BEAM#2 PRIMUSCURCE KEITH STEIN 45 FREIGHT STREET WATERBURY, CT 05702 800 745 3319 203»65 5214 Cepyrl[rhr rC 1599 by TRis Joist r.1ac`v1N'9n,�J'71acd P'Jmn rsnip,Sour;,Idaho,USA. 7J-Prol"and T,1.6oarn7°.9n,tradern3rb,; of Trus JO,GI MacV ii3r,. %licrollamRI i;a reglstr..red tr er>,-k of Tru;.Joist!MacMillan, nrc_ t t —Cara I n , 1 e. RP'f°1,1 VFF) F1;C'i11 ?f7:�. RUGG LUMBF-P Attr, GINGFFr TJ-3e3m1" v,4z senaiNunlher.12;45675,, 2 Pcs of 1.75" x 14" 1.9E MicrollamO LVL BEAMUSA 1111 5111,99 11 45,44 AM Pa,O 1 of 1 BUlla Code 10.7 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED FAA 1 Lq rr� LADS: Product Diagram is Conceptual. Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load'*idlhi_ 1' Loads(psf):40 Live at 1ooq%duration, 12 Dead,0 partition,and: TYPE CLASS LIVE DEAR LOCATION APPLICATION COMMENT Uniforrn(plf) Floor(1.00) 533.3 160 0 to 13'6" Adds to SUPPORTS: INPUT BEARING REACT IONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE!DEAD/TOTAL DETAIL OTHER 1 2x4 Plate 3.50" 3.486" Leh Face 3518 1 1269/5185 Detail A3 1.25"LSL Rim 2 2x4 Plate 3.50" 3.456" Right race 3918!1268/5125 Detail A3 1.25"L5L Rim -See TJM 5PECIFIER'S I BUILDER'S GUIDES for detail(s):A3. -Bearing length requirement exceeds input at support(s) 1,2. Supplemenl:al hardware is required to satishy bearing requirements. DESIGN CONTROLS- MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 5059 4679 9310 Passed(1 t°,;,) Lt. end Sp,111 1 under Floor loading Moment(ft-lb) 16.0611 16863 24259 Passed(70%3) MID Span 1 urldnr Floor loadinq Live Dell-(in) 0.300 0.444 Passed(L,1534) fv11D Span 1 under Floor loading Total Defl.(in) 0.397 0.657 Passed(U404) MID Span 1 under Floor loading Deflection Criteria:STANDARD(LL U360,TL'L,'240). -Erncing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. &DDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by Trus Joist f.13ch,4ill5n(TJfvl). TJM warrants the sizing of its products by this software will ba accomplished in accordance with TJM product design criteria and code accept.•d design values. T h.e specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJNt Associate. Not all products are readily available. Check with your supplier or TJM tachNcal reprrasentative for proo'uct availability- -THIS ANALYSIS FOR TRUS J015T N1acMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTiON VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code NER analyzing The TJDJI Reside.;nhi ii product listed above_ -Note: See TJM SPECIFIER'~,/DUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: BEAM#2 PRIiv1ES0URCE KEITH STEIN 45 FREIGHT STREET WATERBURY,CT 06702 800 745 3319 203 465 5214 COpyrighr ra 19;tJ by Tru;,)eisi Pd&cMillan,a IlmitBU partrership,FOiSO.Idaho,USA. TJ-Pro"'and TJ-Eeo-n"are tr.i i,, iwi,,s of T rt,r.Jost Mac!,iii,% , Microllarrmf3 is s Feg*tcred Iraorr ark ofTrug Joist Mactoiii�n. TOTi�.I_ P.04 06-11 -99 10 : 47 RECEIVED FR014 : 20 4E5 5 214 P - 0"1 JUfd-11 1'4474 11=c l F'F I I lE'- l_IF'!_E 2I_1 -IE,`- `:21-1 F.C11 'I_1-1 flyt? C �1{,ry4y_ RUGG LUMBER Alto GINGER )' Ti-Beam° v5-4 ser,d,rdumber12345e,89 pcs Of 1.75" x 16'" 1.9E Micrnil�m C> L BEAPAU5A 1111 ei11/yy 11:43:59Afd VL y(// P39c 1 of i 8ui1d Code:10a THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS��'LISTED 1 LOADS. Product Diagram Is Conceptu�t='= G;RI Analysis for Rearn Member Supporting FLOOR- RES.Application, Tributary Load5(psf):40 Live at 100%duration, 12 Dead,0 Partition,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION Q Uniform(pif) Snow(1.15) 560 227.5 0 to 1T Adds to c;o r SUPPORTS: &I INPUT BEARING REACTIONSilbs.) WIDTH LENGTH JUSTIFICATION LIVE!DEA01 TOTAL l 1 2x4 Plate 3.50" 3 286" Left Face DETAIL OTHER 2 2x4 Plate 3,50" 5100{51,15)1 2233 1 7333 Detail A3 1.25"L5L Rim 3.290" Right✓"acri 5100(b1.15)/2,223 1 731",, Dctad A3 1.25"LSL Rim See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. -Bearing length requirement exceeds input at support(s) 1,2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS- MAXIMUM DESIGN CONTROL CONTROL LOCATIOt,,I Shear(ib) 7189 5931 18354 P3ssed(32%) Lt.end Span 1 under Snow Roof loading Moment(ft-lb) 29955 29°55 53572 Passe,1(5hgo) N91D Span 1 under Snow Hoof loading Live Defl.(in) 0.336 0.555 1`0s5ed(LI595) MID Span 1 under Snow Roof loading Total Defl.(in) 0.483 0.833 Passed(U414) MID Span 1 under Snow Root lading -Deflection Criteria, STANDARD(LL: Ll3150,TL11240). -Bracing(Lu)_All compression edges(top and bottom)must bu-braced at 2'8"o/c unloss detnilF Positioning of lateral bracing is required to achieve mcmGer stability. d otherwise. Proper attachment and ADDITIONAL NOTES; -IMPORTANT! The analysis presented is output from software developed by Trus Joist Machl(WAn(TJM). TJDr1 warrants thu sizing of ifs products by this software will be occomplished in accordance with TJM pro act design C;r,'leri:]and Cedi accepted design values. The specific product applicalion, input design loads,and stotod dimensions have b^en prgvldcd try the software user. This output has rot been reviewed by a TJM Associate, -Not all produds ara readily available- Check with your supplier or TJM technical repmsentative for product availability. -THIS ANALYSIS FOR TRUS JOIST MaCMILLAN PRCDIJCTS ONLY, PRODUCT SUR STI T UTItON VOIDS THIS ANALYSIS -Allowable Stress Design rnethodotogy tivas coed foi Code NER ana;y,_ing the TJP,1 Re ideritiul product listed above. -Note: See TJM SPECIFIFR'S!BUILDER'S GUIDES for mulliplo ply connection. i • s - RRQJ ECT INFORMATION OPERATOR INFORMATION: i',,,.• y' GARAGE DOOR HEADER PRIPitE80UhCE KEITH STEIN 45 FREIGHT 5TREE-T V)ATERBURY, CT 06702 800 745 3.119 203 465 5214 Copyright c,-,1999 by Truss Jai;t Macroalan,a WnilBd r•8rtner8h,p,90158,ICdhp,USA. TJ-Pro"and TJ-Bearn'°are;;ad(:marFG cd Trus Jnl9l r�,,cMlllan Mlcrmornr•Is a rtgiytored tradomark orTrus Joist r,1a10XIInn. G� [� i ' i5 f tr r�ov 3x998 g NORTHAMPTON WATER DEPARTMENT , t 237 PROSPECT STREET NORTHAMPTON, MA 01060 587-1098 Subject : Municipal Water Availability Location• 17 Woodland Drive (Lot 29) Inquiry Made By. James F. Boyle 586-8561 Date of Inquiry: May 06, 1998 � Municipal Water Main in Front of Location: YES % NO Size/Material/Age of Water Main: 8" D.1. 1996 Approximate Street Pressure: 42 PSI Size of Service Connection: Comments : A corresponding"water entrance fee" shall be paid prior to making any connection to the municipal water system. Arrangements of such installation shall be made with the Northampton Water Department with a minimum of 5 working days notification. All work shall conform to Northampton Water Department specifications. Charles Borowski Superintendent of Water Enclosure: Letter to Frank Sienkiewicz from Sam Brindis,dated June 14, 1991. cc: Samuel B. Brindis, Director, DPW Guilford Mooring,Assistant Director,DPW George Andrikidis, Assistant City Engineer Anthony Patillo,Building Inspector A:\WATER\Availab1.50S 13-99 NOV 51998 DEFt t .n:�uPdS a ..u.a C I T Y rr �' &t M69 T N, M A S S. October 26, 19 98 THE BOARD OF PUBLIC WORKS The undersigned respectfully petiition your honorable body for Permission to install driveway at 17 Woodland Drive Lot #29 Fifteen (15) foot maximum width at the street line. Gutter drainage not to be disturbed. All drainage shall be directed off the driveway surface to adjacent land and not on the existing roadway. Driveway surface to be paved if the grade of the proposed driveway exceeds 3% or more. By- \3-1-4 M Box 602 8 1-413-626-6320 584-4002 r Proposed Location Inspected by: ;q / G'30 9'r Gravel Base Grade Inspected by: Final Approval: THE BOARD OF PUBLIC WORKS Voted that petition be granted. $25.00 Fee Paid Ck No 2995 Samuel B. Brindis, P.E. , Director of Public Works (SUBJECT TO ATTACHED CONDITION 1 & 2) 10. Do any signs exist on the property? YES NO IF YES,describe size,type and location: Are there any proposed changes to or additions of signs intended for the property?YES NO K' IF YES,describe size,type and location: 11. ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE DENIED DUE TO LACK OF INFORMATION. This cols to be f111ed in by the Banding Department Required Existing Proposed By Zoning Lot size S/o Z Z3 4f�; z "3 '3 v o i � Frontage Setbacks ° 4A' 3 v - side L: o R: ° L: Ve P_R: 2-f Z o - rear Building height Bldg Square footage © Z5-6 Z C7 0 %Open Space: Lot area minas bldg �/' ' &paved parking) `U U r 3y 70 l # 0 f "Parking spaces d 'Y # fof Loading Docks d Fill: (vol-time--& location) 13 . Certification: I hereby certify that the information contained herein is true and accurate to the best of my owledge. DATE: l� 2 �b� APPLICANT's SIGNATURE T" NOTE: Issuanoe of a zoning permit does not relieve a plioant's liku6jen to comply wit4,.rpll- z9ning requirements and obtain all required permits the Board-6f Health, Conservation Commission, Department of Publio Works and other app ioable permit granting authorities. FILE # MV File No ZONING PERMIT APPLICATION (§10 . 2) PLEASE TYPE OR PRINT ALL INFORMATION 1. Name of Applicant: ':;G ;Xj z� G !vG2-- - Address: og�'e ('DoaY2 //il Telephone: 3 - SCI V,00 :2-- 2. Owner of Property: 4Y- Address;/"`"D �O /.���y� r1 i d z- Telephone: 3. Status of Applicant: X_ Owner Contract Purchaser Lessee Other(explain): 4. Job Location:(Z� 7 r,1 !2 / 7 Parcel Id: Zoning Map# Parcel# ,_ District(s): (TO BE FILLED IN BY THE BUILDING DEPARTMENT) 5. Existing Use of Structure/Property k-'1'9Z '6w Zc% T 6. Description of Proposed Use/Work/Project/Occupation: (Use additional sheets if necessary): 7. Attached Plans: Sketch Plan o< Site Plan Engineered/Surveyed Plans Answers to the following 2 questions may be obtained by checking with the Building Dept or Planning Department Files. 8. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO DON'T KNOWS K YES 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# 9. Does the site contain a brook, body of water or wetlands? NO X 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: (FORM CONTINUES ON OTHER SIDE) File 9 BP-1999-0459 APPLICANT/CONTACT PERSON John Zieminski ADDRESS/PHONE P O Box 60248(413) 584-4002 PROPERTY LOCATION 17 WOODLAND DR MAP 35 PARCEL 300 ZONE SR THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out ✓ Fee Paid - 4a 62 Type of Construction: New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Occupant Statement or License# 3 sets of Plans/Plot Plan TH�LLOWING ACTION HAS BEEN TAKEN ON THIS APPLIC/ ' Approved as presented/based on information presented. Denied as presented: Special Permit and/or Site Plan Required under: § PLANNING BOARD ZONING Received& Recorded at Registry of Deeds Pr _,Finding Required under: § w/ZONING Received& Recorded at Registry of Deeds Pro Variance Required under: § w/ZONING I Received&Recorded at Registry of Deeds Pro( Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability �r� yepxrc Approval Board of Health Well Water Potability Board of Health } Permit from Conservation Commission Signature of Buildi ficial D to 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. Reference No: BP-1999-0459 Department- ................................... Building, Electrical & Mechanical Permits ...................... .......... ....................................................... Fee Type- Receipt No: new structure REC-1 999-001256 ......................................................................................... ..... ................................ Paid By: Paid in Full On: John Zietninski Thu Nov 05,1998 ....................................................... ................................. ...................................... Received By: Check No: Linda Lapointe 3003 ......................................................................................... ...................................... DEPARTMENT'S COPY Amount: S506.00 ------------------ DEPARTMEINTFILE COPY 17 WOODLAND DR CITY OF NORTHAMPTON BUILDING PERMIT Owner's pulling their own permits or dealing with unregistered contractors for applicable work do not have access to Guaranty Fund(MGL 142A) Issued: Permit No: Inspector: Tracking No.: Fee: BP-1999-0459 $506.00 GIS 4: Map Block: Lot: Address: Zoning- Use Group: Lot Size: 10675 35 300 001 17 WOODLAND DR SR 40205.88 Contractor: License Type: Insurance: John Zieminski CSL Address: License No.: Insurance No.: P 0 Box 60248 017889 Li-ty-i State: Zip Code: Phone: FLORENCE MA 010620248 (413) 584-4002 Proiect No: Category of Work: Const. Class: Cost Estimate: JS-1999-0894 New Structure $225,000-00 Description of Work: CONSTRUCT 2 STORY SINGLE FAMILY W/GARAGE GeoTMS@ 1997 Des Lauriers&Associates,Inc. Signature: 7?.(„CMR Appendix J _ Manual Trade-Off Worksheet ��( !�� 134�,,/Si� i Per mit Builder Name .Date Builder Address & 1 t f r ST- i,bj:l ICZ ip `1/- Checked E Site Address 17 0va1)lA—o DP,, Zone 012 E]13 f544 Submitted By Phone -7–Y 7 °i CJ 'Y Date Ceilings, Skylights, and Floors Over Outside Air Requited Insulation x Net U-Value Description R-Value U-Value Area = UA (fable J6.2.21, x Area = Uj Ceiling ft2 (Table J6.2.2a) , 1 I t' " " 3, Floor Over Outside Air ft2 (Table J62.2a) ft2 ft2 Total Area ft2 Walls, Windows, and Doors Insulation x Net Required Description R-Value U-Value Area = UA U-Value x Area = U, Walls ff2 (fable J6.2.2b,c.d) /�� , 0 7 7 l�6 G Windows — t. (NFRC or Table J1.5.3a) 2, Doors — ft2 (NFRC or Table J1.5.3b) 3S �'" `r.. t Sliding Glass Doors — ft2 (NFRC or Table J1.5.3a) 3 ft2 ft2 Total Area Z.1 e,,, ft2 Floors and Foundations Insulation Insulation x Area or Required Description Depth R-Value U-Value Perimeter = UA U-Value x Area = UA. Floor Over Unconditioned (fable ft2 Space J6.2.2e) Basement Wall J6.2.2 f) t P Unheated Slab ft (fable J62.2g) in. Heated Slab ft (Table J6.2.2g) in. ft2 ft2 Total Proposed UA must be less Total . . Total than or equal to Total Required UA Proposed UA �' Required UA Statement of Compliance:The proposed building design represented in these documents is consistent with the building plans, specifications, and other calculations submitted with the permit application. C 4-- :TO(4-YQ 14 Build' esigner Company Name Dafe f ENERGY CONSERVATION APPLICATION FORM FOR LOW-RISE RESIDENTIAL NEW CONSTRUCTION Applicant Name: 3ut,,3/4= Site Address: 17 ?- Applicant Address: jfr, 0,_J, 6"r ST._ City/Town: IJ0 le-77fi/>v- Piyy ran p(039 Use Group: I ft", 112e3 D Date of Application: Applicant Phone: Applicant Signature: - c Compliance Path (check one): Prescriptive Package (for 1- or 2-family residential buildings not heated by electric resistance) Fill in all values that apply from Table J5.2.1b: Package Number(A through KK): a. Gross Wall Area ;Z-4 O sq.ft f Wall R-value R 15 b. Glazing R.O. Area '2-j"Y sq.ft. g. Floor R-value R- ' c. Glazing% (b= a) )0..;- % h. Basement wall R- j d. Glazing U-value U- 31 i. Slab Perimeter R- e. Ceiling R-value R- YO i. Heating AFUE Component Performance (Manual Trade-Off) Climate Zone(from Figure J6.2.2) [:) Zone 1.2 Zone 13 Zone 14 Attach Trade-Off Worksheet from Appendix J, [and HVAC Trade-Off Worksheet, if applicable] ❑ MAScheck Software Attach Compliance Report and Inspection Checklist printouts. ❑ Systems Analysis Renewable Energy Sources Attach approved Analysis Official's Name: Official's Signature: Application Approved Fj Date of Approval: Application Denied Date of Denial: Reason(s) for Denial: (over for more) a9RS 1210&197 Preliminary Plan Review Checklist City of Northampton Date submitted Address: f �e-ve),Oe_4 AVT 2 9 Map 3--r Parcel 3,2n Zone S4 Lot size: t=w z�s0 a 2�0 Edition of Building Code in force: Building Permit -/99 9 -© Vs- Applicant: Owner or Authorized Agent -----------------' S It 1. Use Group -----------------------------------' -q 2. Building Type of Construction------------: -s 3. Square footage of proposed construction: 4. Height of proposed construction----------: s. Site plan required -------------------' Surveyed: 6. Fire protection-----------------------Si alin Re uired: Suppression Required--------: Alarm Notification Required : Exterior Wall fire resistance rating 7.Conservation (Wetlands) ,v0 8.Change in Use--------------------------------' 9.AAB Requirements--------------------------: A111)- IO.Plumbing (fixture count change required) : y /,- 11.Controlled Construction (116) •v J 12. Local Zoning Ordinance restrictions-----: 13. Plans Stamped by : 14. Energy Conservation: Inspector: Date reviewed: Pass Fail Hold for more information &4d Comments: Y wrJ�S am+ao �-��Nr. -.�571 Y�■..4 N SV ,�Y W 3r'b (f ]J 0409p1 4C�G� `q aa-7aC i�uul,.� , D �a,'tl bdGt7� 0004 aw� waa',nfn •,oe,n�vrA ,PWNr1.H NHI-"NYt Gil CO2 Ql- D w N 3 ° + x x x!r r � �!. -A s y "\ wx 171 wC n m�alu U � H U Vi-'afi if ������ iZ� I� � E Nt.1 � / •� \l c�rS301-� y c C o a5 Z �� �J�•�MzneCnn ff !•! �nr10��+a N F- ffJ �. CS p x V � ypr�' J�p7 N om••' i E ! q 0 IL9[Qx-� ,AWN C w p f n i /I aowcn 0j, Ixl CA r�ns n ■ 3 O C v� K r ■ mry7n4'L - � tl y H n In,to � t3ko) ' _T .a � x tip ' — oCOPU 06-10-99 15 34 RECEIVED FROM: Y . U2 �. / u r o„ i f JUN 1 7 NNNiv1 ��rp Ot+6 DQO'1^ 0940.0 O+o� • t7 r ..n o, sox-h amwwcomw DEP-1 �e w r✓a Con W+6 ci tU.p+n H t�.irl Ut c.:rid-�,",4"U ij7 w1 0 O C7 c+7 rn O i ��+ N• 1.I F'�t V Q N O.N ST 'C "d I Cn in CO•� � P til N r 25 c 00 �r tR K� ra e:F � t11 �,, �• y7 W tL p ' - 10 T � / j {� � rr tt O M • u } tt � fJ 4+ �.pJJOR 1 I� i -aim�olna•a� O c C 0 1 v V I ri Lw1 �i [J f � 'x 4O[ogpT V ra�;�8) L yP � yp w ``-�J+HY ['If�p•�].v0.Y 4 Pr.�jh.'t�sW n� Y■Y Y N —a P . iA RECEIVED FROM= ' Y � J ic F. 4 ,71 '�wddWll tirrr� mc,�. 0oc.F M [.7!)N!J a 4J OS W•-S .q aaaae Vw�`Np j{O�{]] a o Cl o r o a o o S6 WEd y,JNihH NYYN7'i IN NT N w•w _ � � �?e z c:wr cl ZD� _ o y � r: �•. CC ryy�1f a !V y (n gG{y A x , I Yr��r R 47fWm�yN9a4■ I t~* C 6 f N n3 rY y ■ �+,� CA °mom�o 0 C, ift .q 4D 0 A r r W y b ■ �11 .(7-a r- 4 — ilk � � • � ,Q o ,�;� "I WT z� o � � ' o w O = 06-10-99 15 : 34 RECEIVED FROM: Y . 0 1` �nN +�QFµ'ti min.hW NV 1 vsr,cn wn�' uN1 0 Ori NJI ,NL'2211 L vi vI W 70 �, n jr,0A WtilW 1 I WrZ� C�vE- P ✓,)',0 rnu nvmu asmwa4 1' N 000♦3 COCGG4 E a w,n t=+000 bcc:�o u 1 7 JNNN 7 Ca a N•-,F3 ti•W rWr 1 �� 0000� 0000cor f-_. 1 khi=is • LRA rnpP 0 a 4 WmwNN P mG0 vi 17, 0 F t o 'DiN( ^ s H r 'A y en f 4z _ a p t G Vt �� t`' Ilu ll7 WG � 'ti c, �'�L�o ,� aya� � 1•, na o, s, 1XI i o o to G��yA�•n c�R t,�" Q � � \�� ,\+� r ;ti �a� ate,""G 1 ] � w b _ o a arMr�O�T N (0- u °o--1 rr m m F � 7o ti� w ac _`N 'r•' cl 75 tt O b y pg / / A �� b w R 4 � n r•,r A I V•-]m C]O iP W41n 1 a a o a � tr1 U Yo y u u-i p —a � J a ,gyp 1 4 M o ^f: �_ A r: r '�-�.. F1t tµ 1/ QOFl OGNN CL—• T T! m sn 7C' -0 n 7 MOD n =� Ors Z 5- l xroy �y3 O Y N � 06-10-99 15: 34 RECEIVED FROM: y ' t�' R Budding, Vernwils ......................................................................................... Tvpe ......................••-•-•-••••••- h ..................... ........................................ .......................... 17 WOODLAND DR CITY OF NORTHAMPTON BUILDING PERMIT Owner's pulling their own permits or dealing with unregistered contractors for applicable work do not have access to Guaranty Fund(MGL 142A) Issued: Permit No: Inspector: Tracking No.: Fee: BP-1999-0459 $506.00 GIS #: Map Block: Lot: Address: Zoning- Use Group: Lot Size: 10675 35 300 001 17 WOODLAND DR SR 40205.88 Contractor: License Type: Insurance: John Zieminski CSL Address: License No.: Insurance No.: P O Box 60248 017889 City: State: Zip Code: Phone: FLORENCE MA 010620248 (413) 584-4002 Proiect No: Category of Work: Const. Class: Cost Estimate: JS-1999-0894 New Structure $225,000.00 Description of Work: CONSTRUCT 2 STORY SINGLE FAMILY W/GARAGE This permit is a license to proceed with the work and shall not be construed as authority to violate,set aside or cancel any provisions of the State Building Code, except as specifically stipulated by modification or legally granted variance. All work shall conform to the endorsed application and stamped plans for which this permit has been issued and any ammendment thereto. The Job Card is to be displayed on the premises at all times. The applicant is to call the department to schedule the following minimal inspections(as applicable): EXCAVATION - REINFORCING - FOUNDATION (after damproofing and bracing, but prior to backfilling)-FRAME(after signoffs on rough plumbing, gas, electrical, and building is weathertight)- INSULATION - FINAL(after signoffs for plumbing, gas, electrical, fire). This permit expires if the work authorized by is not started within six(6)months and continued thru to completion. The building cannot be occupied until a Certificate of Occupancy has been issued. Please allow 2-3 working days to process the Certificate of Occupancy as many approvals must be checked and other departments must be contacted. THE STAMPED PLANS ARE TO BE KEPT ON SITE AT ALL TIMES. GeoTMS®1997 Des Lauriers&Associates,Inc. Signature: �- 3YC �CNAMP� � a O O �! k✓ Cr ztp of N0 1t 7 n . Z D � �a55ACh liBftte _ DEPARTMENT OF BUILDING INSPECTIONS 212 Main Street ' Municipal Building INSPECTOR Northampton, Mass. 01000 Square Footage Amount Basement @ .10 f wvc) Ilk l /2. r 40 lst Floor @ .40 P/�7!-). 2nd Floor @ .20 // 34 ? 1/2 Floors, Attic, Garage .10 `' i 33. c, Deck, Porches .10 3 TOTAL t / 7 35- 6_F7-7 X. y 0 y Y� 57 , ea File#BP-1999-0459 APPLICANT/CONTACT PERSON John Zieminski ADDRESS/PHONE 16 Dwight St (413)247-9014 PROPERTY LOCATION 17 WOODLAND DR MAP 35 PARCEL 300 ZONE SR THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE " ZONING FORM FILLED OUT Fee Paid Building Permit Filled ou Fee Paid e Typeof Construction: CONSTRUCT 2 STORY SINGLE FAMILY W/GARAGE&DECK New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 017889 3 sets of Plans/Plot Plan T OLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION: Approved as presented/based on information presented. Denied as presented: Special Permit and/or Site Plan Required under: § PLANNING BOARD ZONING BOARD Received&Recorded at Registry of Deeds Proof Enclosed Finding Required under: § —w/ZONING BOARD OF APPEALS Received&Recorded at Registry of Deeds Proof Enclosed Variance Required under: § w/ZONING BOARD OF APPEALS 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 CCommissio /Z ? /Z�1/ 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. 17 WOODLAND DR BP-1999-0459 GIS#: COMMONWEALTH OF MASSACHUSETTS MaQBlock: 35-300 CITY OF NORTHAMPTON Lot:-001 Permit: Buildina Category:New Structure BUILDING PERMIT Permit# BP-1999-0459 Project# JS-1999-0894 Est.Cost: $225000.00 Fee:$879.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: 5B Contractor: License: Use Group: R4 John Zieminski 017889 Lot Size(sg ft.): 40205.88 Owner: John Zieminski Zoning: SR Applicant: John Zieminski AL. 17 WOODLAND DR Applicant Address: Phone: Insurance: 16 Dwight St (413) 247-9014 HATFIELD 01038 ISSUED ON.612211999 0:00:00 TO PERFORM THE FOLLOWING WORK.-CONSTRUCT 2 STORY SINGLE FAMILY W/GARAGE & DECK POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Inspector of Buildings Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: 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 Sitnature• Fee Type: Receipt No: Date Paid: Check No: Amount: Building 11/6/1998 0:00:00 $879.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Building Commissioner-Anthony Patillo