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03-026 (3) to maeo it M � r tog ✓, ��; Ls 14= ..�• M�dCdul t ^� S / ./.� 1z ks 10 *44 f s s _ ! '`A b \ �b \ R ' k � / �► �yd��yN d� �O e 1� 4_ ''�... 1=, �, ,�;. i 3 ` �'! I r I J�/ GUS. �� y, ; °- CS s��f,A �� ,.� ,� r 1p s � t • DO1—01 Conditions: Driveway Permit In lieu of plan approved by City Engineer I agree to the following added conditions: 1) I will contact the Department of Public Works and have an inspector check and approve the graded gravel base prior to paving to insure compliance with slope and location; 2) I further agree that if in the inspections any of the permit conditions are not met that I will at no expense to the City remove and replace the driveway as directed by the City Engineer. Petitioner NOTE: The Public Works Department recommends that you provide a plan showing the proposed driveway with grades and location in the future to avoid possible expense which you will incur by not getting approval of actual plans in advance. DO1-01 C I T Y OF N O R T H A M P T O N, M A S S. July 5, 2000 THE BOARD OF PUBLIC WORKS The undersigned respectfully petiition your honorable body for Permission to install driveway at 583 Coles Meadow Rd. 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: ona ercume 25 Sylvia Heights Hadley, MA 01035 Proposed Location 413-549-4270 Inspected by: Gravel Base Grade Inspected by: Final Approval: THE BOARD OF PUBLIC WORKS Voted that petition be granted. $25.00 Fee Paid #2506 Samuel B. Brindis, P.E. , Director of Public Work! (SUBJECT TO ATTACHED CONDITION 1 & 2) Gf its of Xart4amptun pM •QQ Z J� r. � a �I83EAChltSttts - � i9 DEPARTMENT OF BUILDING INSPECTIONS I, INSPECTOR 212 Main Street ' Municipal Building Northampton, Mass. 01060 Square Footage Amount asement @ .10 lst Floor @ .40 f . 2nd Floor @ .20 1/2 Floors, Attic, Garage .10 C' Deck, Porches .10 TOTAL ✓ �% � � LEADER HOME CTR Ed Thorn 29 Jun 2000 1:',9 pm 1123 BERNARDSTON RD , GREENFIELD, MA. 01301- (413)774-6311 FASTSeamO En ineering final sis 0 1996-2000 Georgia-Pacific.Gor orafion Version: 3.11.95/NT) ro)ect REIRCUME.F115D Information : Mark# : Beam-Roof Desc; Usage Beam(Roof) Repetitive : No Spacing(in.) ; 0.0 Max Defl : LL ` L/240 TL=L/180 Composite Action - No Slope : 0112 3.5", 565 psi 3.5' 566 psi 16' 0" Project a gn Leads: Live+Dead Ld(T) Live Ld(L) LDF location" fit Shape (Startt End Start En_d S aO Starts Ends Additional Info I Spar Garr 3Tpst') .26 -11TaT��1 6'1,, s c - ---- Unifcnn(plf) 9 0 0 0 16 0" Self Wsght "Dimensions measured from left end when sin*is 0,otherwise,fmm left end of the specified span 57 1 2 Max Wn 1349 1349 Max 115% 640 640 Min R'n 709 709 Min 115% 540 640 DL R'n 709 709 Min 8rg(ln.) 1,50 1,'!0 (Eased on bearing stress beicwj Brg Str(eti) 565 565 DESIGN - Value Span X Group Allow LDF Ratio V(lbs) 1191 1 1511.. 31 7266 115% 0.16 M(ft-lbs) 5397 1 S 0" 31 14757 115 01, 0.37 LtRn(lbs) 1349 0 0'0" 3' 6921 100% 0.19 See Note$5 RtRn(lbs) 1349 0 160" 3' 6921 1Uo% 019 See Mote LLDe11(ln.) 0.24 1 8.011 3' 0.80 L1308 TLDefI ir. --- 1__�.,_ 8'.0" 3, 1.07 L1383 USE: GPLAM 2.0E 1.75x 9.50"2 Plies trade,Depth, Plies selected by User G-P LAM tm Georgia-Patcific Corp. NOTES: 1.Designed In accgrtfan a ions for Mood 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 compmasion 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 cgmbleatlon of foods 4 duration factors that produces the highest stress ratio and may be less than maWmuin reaction. Therefore,when reaction values are required,use Max R'n front 'Supports'section above. S.Bearing length based on design material;support material capacity shalt be verified(by others). 7.Roof Usage:Install with minimum 1/4:12 slope for adequate drainage. S. When required by the building rode,a registered design professional or building official should verify the input loads and product application. 4. This engineered lumber product has been sized for residential use.A oon",ntrated load check,per the building code,must be performed for commercial uses. 101 Verily that load fs apphed at Cap or egwally from both sides. 11.Nall plies tpgether wrlh 16d nails 12"oJC along top anal bottom edges. Nail from alternate faces,1"from edges. 12.Max Mln reactions are based on fhe applicable load combinations outlined In the notes.Summation of max/min reactions for various DOL may not match totai-Z-1 n reaction. 43.Company,product or brand names referenced are trademarks or registered trademarks of the/r respective owners. 14.Load Combinations: t 0=D,20=0 fi 100°�,30=D+11 S�,40-D+1 a5wo,50=D+133%,60 D+100%+495°1°,70 ffi D+10C%+i?6% 80=D s 100"rb+133%, 80=D+100%+115°!°+1334rar2, 100-D+100%+115%/x+133%,110 s D+Commercial Ld(100%j 15.Group a Load Combination Number+Load Pattern number.(For simple span,Load pattern�1 for LL,0 for U. �— Page 1 31 1 LEADER HOME CTR Fd Thorn 29 Ain 2000 1,16 pm 1123 BERNARDSTON RD , GREENFIELD, MA. 01301• (413)774-6311 FASTSeairt Enwdneefini Anal sis�1996-2000 GaLrglia-Pacific Corporation Vtaraion 3,1(95/NT) rrrc}ect BIERCUME.FBD Information Mark# Beam-Roof Desc Usage Beam(Roof) Repetitive No Spacing(h): 0.0 Max Defl : LL= L/240 TL=0180 Composite Ado) : No Slope 0112 Ll 3.5", 565 psi 6.0", 565 psi 3.5", 565 psi lip oil 111011 L07Abj..........— rojj-Cf Liv*+Doad Ld(T) Live Ld(L) LEW Location' 9 Sh"fi r bstart End StaddEnd an# Starts Ends Additional Info Unifcrrn(plf) 13 0 0 0 22 0*1 Self Weight Vinensions measured from let end when s an#is 0,otherwise.from left end of the specified span, MAD PAT NS�---ip-a-n-Foaded) 1 2 2 3 'SUPV0R7Ws7-- 11 2 3 Max R'n 2237 $536 2237 Max 115% 1048 4627 1648 Min R'n 367 1909 3611 Min 115% -222 2.313 -222 DL R'n 588 1909 588 Min Bro(ln. 1.50 3,50 1.50 (based on bearing stress below] 85$Zpsi� 666 565 565 UMN Value Span X Group Allow LDF Ratio V(Ib5) 2589 2 1151, 31 10706 115% 024 M(ft-U) 6892 1 111C11 31 1110698 115%3 0122 LtPn(lbs) 2237 0 0,0" 32 6921 100% 032 $fie t4ote#6 RtRn(lbs) 2237 0 22*011 33 6921 100"S 0,32 $06 Note#5 lntRn(Ibs) 6536 0 11'0" 3 I&A, 1100% 0155 Soo Note its LLDefl(In.) 0,06 1 5.5. 32 0 55 U2188 TLD*fi(in.) 0.08 1 $161, 32 0,73 L 1170 Ll-Defl(in.)) 006 2 5-7" 23 0.55 L/2188 TL 08 2 5'7" 2 0.73 01700 USE: GPLAM 2.0E 1.75X14.00"2 Plies G•ade,Depth,P!;as selected by User G-P LAM tm Georgia-Pacific—c—*rp, NOTES: 1.Designed in accordance with National Design Specirications,for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each and of the m#mber.Continuous lateral support required for compression edge. 3,Loads have been input by the user and have not been verified by Georgla,-Pacific Engineered Lumber Technical Sarv;oes, 4 Design valid for dry use only. S. This reaction Is based an the combination of 10405&Ovrotion factors that produces the ft;gh*st stress ratio and may he less than maximum reaction. Therefore,when reaction values are required,use$Wax R'n from 'Supporft'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. When required by the building code,a registered do sign professional or building offivapi should verify the input[*ads 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 ftt lead is applied at top or equally from both sides. 11.Nag plies together with 16d nails Q 12 ol;a along top and bottom edges and thni center.Nail from alternate faces,2-from edges. 12.MaxlNin reactions are based on the applicable load combinations outffn6d in the notes.Summation of max/mIn reactions for various DOL may rot match total max/min reaction. 13.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 14.Load Combinations'10 e D,20 m D+100%,30=D+115%,40 a 0+125%,50 e D+133%,60=0+100%+115%,70 w 0 t 100%+125% ,80_D+100%+123%. 90=0+100V.+If 6%+ 133V.12, 100 a D+1000%4 1150,4/7+132%,110 a D+tommerc;al Ld(100%) 15.Grrtup=Load Combination atiot Number+Load Pattern number. for simple span,Load pattern=i for 0 for DL). Page 10' 1 i,JOdA 4VIC:F 011---1)071-311C--9 C es LEADER HOME CTR Ed Thom Or # 29,Jun 23001,14prn 1123 SERNARDSTON RD , GREENFIeLD, MA. 01301- (413 774-6311 rASrEieam0,Engrneerjn9 Are"is&1996-2000 Georgia-Pacific Krporation Version, .3.1(95/N'T) Pr­o-166c—1 -SERC FBD­-'Tn—Fo—rm—a—f—ior : Mark# : Beam-Roof Desc Usage: Seam(Roof) Repetitive No Spacing(h) 0.0 Max Defl . LL=Lf240 TL=L1180 Composite Actior. - No Slope '. OfIl 2 3.5", 565 psi 8.0". 665 psi 3-5", 565 psi 111011 Pr—jecD ;gn Loads.POOTT—du)5s '0FddZTpsT,— Liv&+Doad Ld(T) Live Ld(L) LDF Location' Shape @Start Starts ends Aciditionai info T Span arried(ps�' 6 22 0" T Unifcrrn if) 6 0 0. 270" Self Weight 'Dimensions measured from loft end when spor#!s 0,othorW4e,hop left end of the specified span. LOAD PATTERIVS(-=span landed) 1 2 2 3 SF—1 2 Max R'n 2210 $449 2210 Max 116% 1648 4627 1 348 Min R'n 340 1822 340 Min 115% -222 2313 -222 DL R'n 562 1822 562 Min Dirg(in, 2,24 6.52 124 [Based on bearing strews below] erg Sfr(psl� 565 565 565 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 2514 2 11 6" 3 6353 115% 0.47 M(ft-lbs) $800 1 11'0°' 31. 15349 1151% 0,44 LtRn(lbs) 2210 0 010, 32 3461 100°/3 0.64 See NO,,*#5 RtRn(lbs) 2210 a 22"0" 31 3461 100% 0,64 See Nose#5 lntRn(lbs) 6449 0 11'0•' V 7910 10011/6 0.82 See Note#5 LLDefl in.) 0,12 1 515. V 0.55 L/1095 ILDefl in.) 0115 1 5151, 32 0.73 U864 LLD01(in.) 0,12 2 5'7" 3$ 0.55 L/1094 TLOoll(in.) 015 2 5'7" 33 0.73 0864 USE,, GPLAM 2.0E 1,75XI4,00" 1 Ply Grade.Depth,Plies selected by User G-P LAM tm 0—eorgl 2--Pacific Corp. NOTES: 1. 0psignad In accordance with National Desi.9n Speciftations 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 comblosdon of loads&duration factors that produces the highest stress ratio and May be less than maximum reaction.Therefore,when reaction values are requIrod,0$*Afax R'n from 'Supporm'section above. 6,&eariog length based an design material;support material capacity shall be verified(by others), 7.Roof Usage'Aristaft with minimum 114.12 slope for adequate dralrage, 8 When"utried by the building code,a registered design professional or bulldfrig official should verify tha input loads and product application. 9. This engineered lumber product has boon sired for rosideft6al use.A concentrated food chock,per the building code,must be Performed for commercial uses, 10.MaWN;n reactions are based on the applicable load combinations outlined in the notes.Summation of m*YIM;o reactions for various DOt may not match total max/min traction. 11.Company,product or brand names referenced are trademarks or roolster0d trademarks of their respective owners. 12.Load Combinations:fQ-A 20=D+100%,30., M 0+115%.40=D+125%,50 w D+1 ,60 a D+IWA+115%,70 z D+100%+125% ,80 a D+100%+1331/o, 90=D 100%+115%+1=a2, 100=D+100%+115V6/2+133%,110=D+Commercial Ld(100%) 13,Group a Load Combination Number+Load Pattern 0!!,Y►ber.(f=or sip span,Load pattern,1 for LL,Oftr Page I Of I Et-30-2000 '3:25PH FRU.1 /- LEADER HOME CTR Ed Thom 30 May 2000 3:09 pm 1123 PERNARDSTON RD , GREENFIELD, MA. 01301- (413)774-6311 FASTBeamO Engineering Analysis 4�1996-2000 Georgia-Pacific Corporation Version:3.1(95/NT) Project : BE-RCUME.F5V In ormation : Mark#: Beam-Floor Desc Usage Beam{Floor .lpetitive : No Spacing (in.): 0.0 Max Defl �Coraposite Action : No i l 3.5 5& psi 3 5", 56rj psi 3.5", 565 psi 3.5", 585 psi Live+Dead Ld(T) Live Ld(L) LDF Location' # S QStart §Entl &start dend $ anp * Starts Ends Additional Info pan rrad p$ 'Q WU 1091/0 Q 16 0-F--- L.10crm(plt) 22 0 0 0 $4-0- Self Weight "Dimensions measured from left end when s an#is 0,othermse,from left end of the specified$per. L AD PAT7.R/aS =span loads - �- 1 2 3 ? ,. 2 3 4 " 5 SUPPORTS`�16s 1 2 3 4 Max R'n 4742 12828 13161 4922 Max 100• 3594 9615 9840 3719 Min Wn 712 3213 3332 798 Min 100% -436 3814 3854 -406 DL R'n 1148 3213 3332 1204 Min erg(in.) 1.50 3.50 3.50 1.50 [Based on bea�ing stress below) Org Str si 565 565 565 565 DESIGN Value Span X Group Allow LDF Ratio V(ibs) 5763 3 V2" 25 15782 100% 0.36 M??1t-lbs) 14187 2 11'o' 25 39120 1CO% 0.36 L1Rn(rbs? 4742 0 0'0" 22 1:;842 1CO% 0.34 See Note#5 RtRn(lbs) 4022 0 34'0" 13842 100% 0.36 See Note#5 IntRn(ibs) 13181 0 22-0" 25 13842 1C00{0 095 See Note 05 LLDetI(ln.) 0111 1 5'6" 22 0.37 U1241 TLD01(in.) D.13 1 516. 22 0.55 0987 LLDefl in.) 0.09 2 519" 23 0.38 L/1540 TLDefI in.) 0.10 2 519. 23 0.57 U1390 LLDafI(in_) 0.12 3 519" 22 0.38 01127 TLOefI(in.) 0.15 22 0.5' 0891 USE: :GPLAM 2.0E 1.75x11.88"4 Plies Grade, Depth,Plies selected by User G-P LAM tm Georgia-Pacific Corp. L� .P/ 711 r, NOTES: ( t �� T.Designed in acco s gn Spedllcations 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 verHed by Georgia-Facific Enginvwvd 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 'Suppors'section above. 6:Bearing length based on design materiaf,support material capacity shall be verified(by others). Whert required by the building code,a registered design professional or building official should verify the Input loads and product application. S. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. 10.Bolt plies together wi 2 rows of 1/2'dla.bolts&washers 2"from edges Q 24'o%staggered. 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12.Load Combinativns;10=A 20=D+100%,30=D+115%,40 a D+125%,50=D+933%,60=D+100%+115%,70=D+100%+1255,; 80■D 4,100%+133%, 90=0+100%+115%+133W2, 100=D+100:+115V?+133%,110=D+Commercial Ld(100%) 14_Group=Load Combination Number+Load Pattern number.(For simple span;Load pattern■1 for LL.0 for 0L), Page I JUL 5 I�jea. �,li'� "M� __ __�i Jam • l i lv VV tj ------------------------------------------------------- . Ti A ' �JIVJfp Crii_�) Of 'Nnriljaltl}lfoil -_------ �taseachncrlta —_ - i w ... , DEnAR MENIT ors nu]tDrNG rNSnecrlot.is — -' 212 Alain Street ' Municipal Building e Northampton, Mass. 01060 WORIC:R'S COMTENSATION LNSUR"CE AFFMAVIT (liccus�Jpermi lice) With a pilricipal place of buslneSsJFcSidencc at oo, 57 do hereby certify, under the pains and penalties of perjury, 0121 ( ) I ern an employer providing the followlnt workcl's compensZDo;] covc;2gc for Illy eluplovees wor�ang on uli5 job: (Inswrnc:� (PCLC—. (r ,pirlio Date) ( ) I a-m a sole proprietor, general contractor or homeowner (circle one) and have hired the contractors lister+ below who hzve. the follo%vmg workers coE.i:)en_aaon policies: (Nn1nc o-Co:jt trio-) — -(Inslrmlic Company/four'.Ntun r) (t=>.ptr, o❑ (�atc) (Name of Contractor) (Inssranc Commaa,iPoticv_ Numcrr) (ixTirzim Datc) (Name of Cotuncio,) (Insurance CompanyfPoLq Numbu) (Expiruoa Date) (Name of Contractor) (I.nnlran Company/Policy Numbs) 1 xpi,,boil Dat-} (mach ab�i;;oca1 cxC ilDC�c:.r;t�c,;!u�inlccm.aoo pertainuis to.L ooa�--._c�:-�) _ I am a sole proprietor and have no one worL-jng for me ( ) I am a home owner perfon=g all the work lf myse . NMI:plcx t cµtic t.z {Jc hcar�va z utio cmplay pcsaw w da C• n c rc�a.,ori;m.d..c1L of not aroet t1L.n t!rer t.ni'a to N'I_-+w the oe oa the V-p.tDa,zp]xirtea:ry tbct DD(Cc�:Uy co=6-czi to be C nploycz uh e the r•ui r�x cc=:P,�— ioa Act(GL152_�1(5)Z application by a homooav fare bc:=<a permit ry r ev d the Icg-1't 1u of—c=PlovH ad -d-VV OA, ��t ui�A I undcrrtxnd thn a Dopy of this",__1 m..y bo forvvcvded to tbo DcSxirtmcci-of lr>dlirii tJ Anode s�OfLoa of lrr y�noo for a eovm be verilictioD rind tt 1 f--"Lzc to Loo"ooveTn�under&,ncuoa 25 A of].{aL 1 S2 lad W the ag n6on of c:iv ail peal C:' oo<nirrzxg of a frDC of tip to 51,300.00 and/cx enprisoaIIw-ri of up to one year uA Ci%i]pcwl'do 0 tS form of n Stop Wort;Order tm e fim o(St00.00 z d_y iptiaA m- - For only --- _mss y PcTrw t N um tX_r IAt Sr9natun of Lictnscc/Pcnniucc e ; ECG' 11N 8 CI NSTRU TtQN slwRvias 1 Licensed Construction Supervisor:/ Not Applicable ❑ Name of License HolderlJ'Y�� License Number Address Expiration Date Signature Telephone Not Applicable ❑ Company Name Registration Number Address Expiration Date Telephone 11lfORKER,S C4INPENSATIQN ItiI$URANCE AFF1DAVIT(M G16 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......0 r4,rO The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner:Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers' Compensation) and Chapter 153 (Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature i New House Addition ❑ Replacement Windows Alteration(s)❑ Roofing ❑ Or Doors ❑ Accessory Bldg. ❑ Demolition❑ New i ns [ ] Decks [ ] Siding[ ] Other [ ] Brief Description of ropose ork: A-Iteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative❑ Renovating unfinished basement Yes No Plans Attached Roll ❑ - Sheet❑ 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? /✓�/�r l� Fireplace r Woodstoves eF �, Number of each g. Energy Conservation Compliance. Mascheck Energy Compliance form attached? �C Type of construction i. Is construction within 100 ft. of wetlands? Yes _No. Is construction within 100 yr. floodplain Yes 15No 1' j. Depth of basement or cellar floor below finished grade _Z k. Will building conform to the Building and Zoning regulations? �''� Yes No . I. Septic Tank !�� City Sewer Private well City water Supply COMP]a�"ED Wl~hl �>C�LIES 0 111ML,l�N� PERM AO A 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 l - �-,r as Owner/Authorized Agent hereby declare-flTff 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 of perjury. Print Name Date Signature of Owner/Agent 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 Size119 Frontage Setbacks Front Side L/',p R:�S7D I.,� Rj. V Rear ,S�Z!J �5 Building Height z S� Bldg. Square Footage % 3��� ✓/� Open Space Footage 1-A- t0-:1 % (Lot area minus bldg&paved ?Y�� parking) #of Parking Spaces .Z Fill: volume&Location A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO o4f'0 DON'T KNOW 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 # B. Does the site contain a brook, body of water or wetlands? NO A'ro 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 /l.�J 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: n 1 JUL 5 2000Ci Northampton Buildi Department FTt�, a� 5 2 ain Street OF Fnsit , to . � �� 0, � om 100 Northampton, MA 01060 phone 413.587.1240 Fax 413-587.1272 APPLICATION TO CONSTRUCT, ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING �TiON 1 '.SITE,IN4Ri1TTON: 1.1 Property Ad re hk , r z =.. �TIQN;2 PROF IERTY OWNERSHIP/AUTHORI tD•AGiNT 2.1 Owner of Record: Name(Print) Current Mai ing Address: � J Telephone Sign ture � 2.2 Authorized Agent: .dam" a—i- 2_z`-' S ✓ �> >SwTl �ji� Name(Print) Current Mail�irlg Address:," r Signature Telephone ��I,��r�aN � ��`rr�i 3��1� ACTION casTs Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building (a) Building Permit Fee 2. Electrical (b) Estimated Total Cris oaf Z14 7 Construction froth ,611) 3. Plumbing Building Permit'Eee 4. Mechanical (HVAC) 5. Fire Protection 6. Total =0 +2 +3 +4+ 5) ..Check Number JAM, th''is sec�i+�><�:�a�r-�'isial Usi= r � � r File#BP-2001-0004 APPLICANT/CONTACT PERSON BERCUME BUILDERS INC RONALD BERCUME ADDRESS/PHONE 25 SYLVIA HEIGHTS (413)549-4270 PROPERTY LOCATION 583 COLES MEADOW RD-LOT#3 MAP 03 PARCEL 011 ZONE RR THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid s — lypeof Construction: CONSTRUCT 2 STORY SINGLE FAMILY RESIDENCE W/ATT GARAGE/DECK _ New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: - Owner/Statement or License 0018 3 sets of Plans/Plot Plan THE�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 Commission Permit from CB Architecture Committee ' '1�11 '/)1� 1 Signat&e of Building 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. 'S B JRA 9L a Ouse tt5 � DEPARTMENT OF BUILDING INSPECTIONS v l"? I%1;iin Sueet %, N4unicipal Building, NSPECT0R ` Norlh;unh(om, MA 01060 CERTIFTCATJ.-�', of OCCUTPANCY 'and USE This is to certify that permission is he1M gini al under 780 ("NUT, sixth edhi;m of the MassachliJetts State lnl�" the occupancy m use o f the 1)ICia e I Structure o;- part thel coo,l(��tlt�°r1 583 Coles Meaddw Rd - Lot #3 as shown on the Assessor s 1'ag a 03 - 1.ot;i _011 -- "Z,011e RR in the Cig of Northampton, as llcrciu specified_ CONSTRUCTION TYPE(78OCNIR 6) 5B USE GROUP CLASSH ICATION (70 (AIR 3 R-4 -- -- - OCCUPANT LOAD PER HAM (780 (AIR Me 100&1-2 40 PSF - lst fir 30 PSF 2nd Air LIVE LOAD PER FLOOR (7SH C;AIf� T ihle 1606. 1) 40 PSF - Under Be following limitations, special stipulations, and /or conditions of the permits: Issued this St —__d�l�' of Janur ___ __, 20 02 Certificate ofOccupanc.y and Kc 5 BP-2001-0004 Authorized Departn , - -1'erson"cl Electrical ,, Elevator - -- - Fire Plumbing_ �9 Mildin Building Conmissionei- Illls certificate AmH 11C powd , he C)V`,'no, hi a per manent manner and in a viii l-" location, on all floors d ;ignm ed its use gnmp I I, S. NI, F, of 13, and in every roolll ier practicable of use gi o up per requirement of 780 CNIR section 120 Posting Structures. 6 - - 6 '�tZ 583 COLES MEADOW RD-LOT#3 BP-2001-0004 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block:03�D a. CITY OF NORTHAMPTON Lot:-001 Permit: Buildincl Category:New Single Family House BUILDING PERMIT Permit# BP-2001-0004 Project# JS-2001-0014 Est.Cost:$105800.00 Fee:$1293.60 PERMISSION IS HEREBY GRANTED TO: Const.Class: 5B Contractor. License: Use Group: R4 BERCUME BUILDERS INC 001848 Lot Size(sg.ft.): 915195.60 Owner: BERCUME BUILDERS INC Zoning:RR Applicant: BERCUME BUILDERS INC AT. 583 COLES MEADOW RD - LOT #3 Applicant Address: Phone: Insurance: 25 S3a,4M HEIGHTS (413) 549-4270 HADLEYMA01035 ISSUED ON.•7/10/00 0:00:00 TO PERFORM THE FOLLOWING WORK.-CONSTRUCT 2 STORY SINGLE FAMILY RESIDENCE W/ATT 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:6 e 00 Rough:d?SjV0 House# Foundation:a/-C 7-,;? Final: 7AA-1 61 Fin g&4 ill 91131 qi .: a Rough FrameC����?VC i2t4l®k rzOA )9 J' Gas ? V1. 6�4 Fire Department Fireplace/Chimney: Rough: Oil: Insulation: " (Sb UEN Final: Smoke: -741-01 FinaL•©ECC�-i THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occu anc pre: Olt, Fee Tvae• Receipt No• Date Paid: Check No: Amount: Building 7/10/00 0:00:00 2505 $1293.60 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Building Commissioner-Anthony Patillo