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03-015 (2) ire, 0 44►tAA!p�Q Gib� Xtf 'Nart4allt ton �aaart[((ttSflla DEPARTMENT OF BUILDING INSPECTIONS 212 Main Street ' Municipal Building ' Northampton, Mass. 01060 WORKER'S COMT'ENSATTON INSURANCE AFFIDAVIT I, (IicenserJpermittec) with a principal place of business/residence av (phone#) (street city/stateJap) do hereby certify, under the pains and penalties of pegury, that: ( ) I am an employer providing the following worker's compensation coverage for my employees working on this job: (Insurance Company) (Policy Number) (Expiration Date) ( ) I am a sole proprietor, general contractor or homeowner (circle one) and have lured the contractors listed below who have the following worker's compensation policies: (Name of Contractor) (insurance Comparly/Policy Number) (Expimtion Date) r. (Name of Contractor) (Insurance ComparryRoLicy Number) (Expiration Date) (Name of Contractor) (Insurance Company/Policy Number) (Expiration Date) (Name of Contractor) (Insurance Company/Policy Number) (Expiration Date) (attach additioml shoo ifneotnary to inch informstioa pertaining to ell 000tractom) ( ) I am a sole proprietor and have no one working for me. ( ) I am a home owner performing all the work myself. NOTE:please be aware that whilo homeowncra who employ pca =to do maintcnarxa,construction or rcpav work an a dwelling of not mote than three units in tvhich the homeowner resides a on the groin appurtettaat tb=w arc not goxrally oomukttd to be employes under the wm*.tes ration Act(GL152,ss 1(5)�application by s homeowner for a license or permit may evidence the legal statara of an employer under the Workees Compamation Act I understand that a copy of this rtatemcat may be forwarded to tho Dtpar�of in&v riel Aceidaatr Oflioo of Insurance for the coverage verification and that failure to town coverngo under section 25A of MOL 152 can lead to the imposition of—Mi W penakiea consisting of a fmc of up to S 1,500.00 and/or imprisonment of up to one yew and civil pe &Wes in the form of a Stop Work Order and a fine of 5100.00 a day sgninst tae_ For dq=uaca We only Permit Number Map# Lot# Signature of License&Pe=ttee e of Worthg1upton L T" DEPARTMENT OF BUILDING INSPECTIONS i INSPECTOR 212 Main Street ' Municipal Building Northampton, Mass. 01060 Square Footage Amount Basement @ .10 lst Floor @ .40 2nd Floor @ .20 1/2 Floors, Attic, Garage .10 Deck, Porches .10 TOTAL oQ`�t�pro C�iz# i of Wortljamptou Y Y Z = fliaseacfi�rsrtts T S DEPARTMENT OF BUILDING INSPECTIONS �F INSPECTOR 212 Main Street • Municipal Building Northampton, MA 01060 FAX TRANSMITTAL DATE FAX TO TELEPHONE NUMBER (J—W e,-27 TO FRO v PAGES INCLUDING THIS SHEET � �r %� ��� . o9ir� Ce�o-o ��r� • �ttlAlIPT ..� 2 L _ * 'J 0 Linda LaPointe' Secretary i City Building Department 212 Main Street, Rm 100 587-1240 Northampton, MA 01060-3189 Fax 587-1272 r r� ? Sample#7724 NOV 200 { a' I fi 7 0 HG'WARD LABORATORIES of NEW ENGLAND,] INC -,,Ti7 °: �i�l t 750 North Pleasant Street I Amherst, MA 01002 (413) 549-8260 Fax: (413) 49-1850 MA Lab Lic# M-00851 WATER ANALYSIS REPORT Analyzed For: Berzume Builders Sample Locatio Aad�esa : 25 Sylvia F?eights Lot #4, Coles Me dow Rd. ,Northampton Hadley, NIA 01035 Sampled By:HWD Date Sampled: 10/26 & 10/30/00 Teleehone: Data Received: 110/28 & 10/30/00 Parameter Results Limits Comments Total Coliform � OK Bacteria Q C�:ca.iegil00mi C' ca: onica,zc0al� OK pH 7 . ..1 4 PA Un.tg 6.5-a.5 PH Units OK [Manganese 0 .050 mq;2 ••OS ng/1 Ha rGn e s s 118 .g;i No Standard <50 Soft, SC0 hard Concluctivlty T , E3 nS cm No Standard NO Standard OK Chloride i 29 6 OK Iron Sodium 37 OK Nitrate 0 .001 mg;'1 1Cmq Z OK Nitrite 0 . 001 -9/1 gil OK Color 14 Ptco color )nits 15 pt Co Color Unit OK Turbidity 2 .89 \rry Nru Reccmmendations: gee encloped Blass . DBP chemical ter .re}atior. sheet. This sample meets acceptable standards of potability for he parameters tested except for those parameters markeds with an asterisk (*) Anai.yst : SG Date: I1 3]00 Checked By:Jonathan S . Be2g Laboratory Supervi r O o1 00 Z 'N p r-- Cj) S3�JOV -/ +9� �^,� „OZ,OZ.L9 3 „OZ,OZ.L9 S 1j OS + 9f ,66 08 d� ,*0'66 s'9s .0 4�` C�i 3 „ Z,OZ.L9 S 0 6`,�� N�p06�b1 ,56'09 °gyp 0� 4f It 3 00 �po „CO3 L L.89 S ,6Z'691 _ s S N 1y,89'�5 h lip S3 �OV +t Oij 'Dos +1 3 $ N �. "N N V k N 6 to S' x d •�� s .o� ► ' moo CITY OF NORTHAMPTON, MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS Y 7 125 Locust Street Northampton, MA 01060 413-587-1570 Samuel B. Brindis, P.E. Fax 413-587-1576 Director, City Engineer Guilford B. Mooring, P.E. Assistant Director of Public Works BOARD OF PUBLIC WORKS DRIVEWAY PERMIT t GENERAL INSTRUCTIONS AND REGULATIONS 1. A "Driveway Permit" is required in all cases where a new curb cut or an alteration to an existing curb cut is proposed on a City public way. 2. Driveway permits issued by the Board of Public Works (BPW) shall be attached to and become part of the "Building Permit" issued by the Building Inspector. 3. Prior to the issuance of a 'Building Permit" the owner of any lot to be serviced by a new driveway shall apply to the BPW for a "Driveway Permit" by completing the pertinent portions of the permit(see attached). Once the location of the driveway is approved by the BPW, a building permit may be issued. 4. The Building Inspector shall not issue an "Occupancy Permit" unless the driveway to the lot has been approved by the BPW. 5. By the issuance of a driveway permit for the stated location, neither the City of Northampton nor the Department of Public Works imply that no drainage problems will result with the driveway when constructed. Properties situated or driveways installed in low lying areas in the path of the natural drainage will be subject to water problems. These problems may include water sheeting across roadways adjacent to the driveway. The City and the DPW assume no responsibility for any such drainage problems. The owner of the property is responsible for constructing and maintaining the driveway with adequate provision for natural water runoff situations. ` (�Wamuel B Brindis, P.E. Director of Public Works C:\MyFiles\Lyn\Driveway Permit General Instructions D13-01 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 gtaded 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. ;? D13—01 4 -015 Nov e • .RT OF BUILNN C I TY O F NORT AS S. October 25, 2000 THE BOARD OF PUBLIC WORKS ©� The undersigned respectfully petiition your honorable body for Permission to install driveway at 587 Coles Meadow Road 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 37 or more. By'�� Ronald 'Ifercume 549-4270 Bercume Builders 25 Sylvia Heights, Hadley, MA 01035 Proposed Location Inspected by: 2 7 • o" Gravel Base Grade Inspected by: Final Approval: THE BOARD OF PUBLIC WORKS Voted that petition be granted. $25.00 Fee Paid Ck No 2854 George Andrikidis, Acting Director Public Works (SUBJECT TO ATTACHED CONDITION 1 & 2) 11/UW2Ubb 11:Gb 41Ji gib17[i DCRI.UI•IC Dl/1LUGRJ Nov Do 00 01 : 12P �P.3 V` N\ - � �aerac�ae+rtl' D2PARTMEN7 OF BUILDING INSPECTIONS 312 Ruin Street ' Municipal Huit6ng Northampton, Mate. 01060 wORlaH'S COMPENSAMN INSURANCE AFFIDAVIT (brxaseeJprtn:iuee} ►4ith a pr=lp�ti place..afbusil:esstres deuce at: • (ssroeticrry(slatfunp} do hereby certify Lxnder '�be pans and penalties of pd*J1L y,tbm' ( j I usran mupioye-r pro-vid_ng Alit foUuWwi 2 H%ikU'S C0Q1pC-WAn0D COWrli8e fL,r my c nploym working wi this job- - -- (Innrisw--r-0C*a)•) (Pobcy Nur3ber) .x,rirarfoa Date) I asn a l�' - Plow ger►eral contractor ur homeowner(circle one) and have hired the contractor who h ave the,fps &V�Orkees wtnL'ensauoa policies: ✓(Name cf CC ti (lns�rnaoc Coriguy/PO4, Numbe) Da Mxpi tin u) ,r f,'.N=C 4i Czn f Jtj Q1srLra60C CvlupsaY/VQUty Nk1W •rl a (T xp rauco ax! Or Cu!zLact.r) (tasluance a'Uwrr04Cy N=bu) -, .rpi[ar.on Date) (rtamrofCAJowaetor) (1swmce CotTw7y/Poucy Number) (fiVimaon Dale) (.nab addldm�l rwa if e•�a..i W u.l„J.:lruu{i ue p...;c,..a to.0 aaa....n) } x-am a sale propnecur and bavel no one working for me. } X am a home owner perfbrtui%alt the work myself. MCt1 a 94"be awe tb► ^*1e 4o—"/--Wtoy Paao.a u do r 'aw wk eoaWFW&O*v upon-M w a 4-%Lk"of eocn+antbsn lhte+s ueiu in whk*JAa J0 ww1w hatAd or MZC IMM W UK 040"Y Jualkw"w 6c amptayaae usda d"waicaI aaac-.mduca An(GLr 57aa 1(31),w*il Eve by a bemeomw tar a komae of Tray Saida—am reel ant"et ea anplayat aoaar*A WarWa 0oaWwnatioo-L taadaabloa+6arcWyor"Rw woasapa(orwe,dWto den09.%.watUAimW.loodwyC-M Orlci"MONLatw ,,,,,.;"0-�_s4'i@eCiaa Ma A!a:n�a eoWlR�i t�Ma.Aim TSA daAOL!3I CJa load 10 rbe �Q1mOa1 paoaldd . "" 4 ofalaw d up 1011 RUC 100 lnowiw eea lNeup Soaac 7'w '+e bef9aa era�ap Want Ors+anda Boa d IM0p a day apumt Me. par dcpwts,o<u uaa..rr - 1'CiM't M=ba Napa-_ - SIV-h—of uomsee/Yetmrttft 11/09/2000 11:26 413b496b1/ bt-Kklumt DUILULKJ �u� �• nov 08 00 01: 12P P.2 r, i Tiitp of Xorthgmip!vn jll uaacYtaar i to DEPAATML'N7 OF BUILDINCj INSPECTIpHS 212 Main Street ' A umkipal 1luildirg !N5 LC R Northampton, Maas, 01000 Square Foo:aue AnOunt r a,ase ?nt @ .10 st Floor @ -40 n3 flcx.)r @ .20 12 Floors. Attic, Carage .10 ,� � GecY„ 13orChes .10 �G, 10-25-2000 9:44At-1 FROG" P. 2 LEADER HOME CTR Ed Thom 25 Oct 2000 9-12 am 1123 BERNARDSTON RD . GREENFIELD, MA. 01301- (413)774-6311 FASTBeamO Engineerinj Analysis© 1996-2000 Georgia-Pacific Cor oration --_W ion: 3.1(95/NT) Project : BERCUME.F50 Intormation : - Mark# . Beam -Floor Des�ALCONY ) Usage -, Beam(Floor) Repetitive : No f r—'Spacing (in.) : 0.0 Max Defl : LL= U360 TL= L1240 Composite Action : No FA 15", 565 psi L 3.5", 665 psi UADS I - - rolect esrgn 7—oa s r:Livez4o psT,Dead= Live+Dead Ld(T) Live Ld(L) LDF location' # Shape QStart aEno Start(MEnd Span# Starts Ends Additional Info pan arri�f) t00 a 8 5 "s.c. Uniferm(ptf) 9 0 C 0 t3'0" Self Weight 'Dimensions measured from left end when span#is 0,otherwise.!nom loft end of the s cited Span. sVVPo s, 1 2 Max R'n 365 365 Max 100% 264 264 Min R'n 101 101 Min 100% 264 264 DL R'n 101 10, Min Brg(in.) 1.50 1.50 E2ased on tearing stress below) 8!j.Sir(psi) _ 565 565 DEIGN Value Span X Group Allow LDF Ratio V(Ibs) 279 1 7'1" 21 6318 100% 0.04 M(t-Ibs) 730 1 4-0" 21 12832 100°k 0.06 LtRn(llbs) 365 0 0'0" 21 6921 100% 0.05 See Note#E RtR.n(lbs) 365 0 8'0" 21 6921 100% 0.05 See Note#5 LLDefI(In.) 0.01 1 4'0" 21 0.27 L/7063 TLDetl(in.) _{( ---- -a.-.____ 4'0" 21 0.40 L/5114 USE. Cinacco PLAM 2.0E 1.75x 9.50"2 Plies `— Grade, Cepth,Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES:. 1.Designed natVVSVr Specifioations 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-Paciric Engineered Lumber Technical Services. 4.Design valid for dry use only. $.This reaction Is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction.Therefore,when reaction values are required,use Max.R n from'Supports'section above" 6.Bearing length based on design material;support material capacity shall be verified(by others). 7.When required by the building code,a registered design professional or building official should verify the input loads and product a oplic ition. 8.This engineered lumber pmduet has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9.Verify that load is applied at top or equally from both sides. 10,Nall plies together with 16d nails a 12'a/c along top and bottom edges. Nail from alternate faces,2"from edges. 1".Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12.Load Combinations_10 a 0,20 r.0+100%,30=0+11$%,40=D+125,11.,50s 0+133%.60 s D+100%+115°x, 70-0+100%+125% 80=D+100%+133%, 90=0+100%+•115%+133%12, 100_0+1009*+11 S%/2+133%,110=D+Commercial Ld(100::) *3.Group=Load Combination Number+Load Pattern number.(Fw slmpLe span,Load pattern'1 for LL,0 for DL). Page 1 c1 1 10-2S-2000 9 7 43AH FRO"A P. 1 LEADER HOME CTR Ed Thorn 25 Oct 2000 9:09 am 1123 BERNARDSTON RD , GREE"NFIELD,MA. 01301- (413)774-6311 FASTBeamG Engineering�AAn�alyysi__s__© 1996-2000 Georgia-Pacific Cor oratio ersion: 3.1 95/NT) Project : E.Fi3b)Information Mark#: Beam -Floor Desc: FOYER Usage: Beam(Floor) Repetitive : No Spacing(in.): 0.0 Max Defl ; LL=U360 TL=L1240 Composite Action . No 3.5", 565 psi 3.5", 565 psi 7' O„ Z OADS Pmiact esign oa s. Fool, rve= ps, veaa=10 ps; - - "- Live+Dead Ld(T) Live Ld(L) LDF Location" N Shape (MStart aEnd (§Start aEnd Spantl Starts Erds Additional Info 1 .5 p a l e ps) 5 i�I a� 0 0" 7'0" 8 s.c.- Uniform(plf) 9 0 0 0 r'0' Self Weight 'Dimensipns"measur9d from left end when span#is 0,otherwise,from left and of the speciFed span. SUPPORTSObs) 1 2 Max R'n 1850 1850 Max 100% 1456 1456 Min R'n 394 394 Min 100% 1456 1456 DL Wn 394 394 Min Btg(in.) 1.50 1.50 (Based on bearing stress below] Big Str(psi) 565 565 Value Span X Group Allow LDF Ratio V(lbs) 1355 1 01111, 21 6318 100% 0.21 M(ft-lbs) 3238 1 3161, 21 12832 100% 0.25 LtRn(lbs) 1850 0 0101, 21 8921 100% 0.27 See Note#5 RtRn(lbs) 1850 0 7-0- 21 6921 100% 0.27 Sae Note#5 LLDefl(in.) 0.05 1 3'6" 21 0.23 L/1 509 %DefI in.) 0,07 _-_--...1. 3'S" 21 0.35 U1266 a USE GPLAM 2.0E 1.75x 9.50"2 Plies ^� Grade,Depth, Plies selected by User G-P LAM tm Georgia-Paci is arp. ^� NOTES; ..�,.---------- •--�-.1--� 1.Designed In accordance with Natloral Design Spec/f9catfons 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 shalt be verified(by others). 7.When required by the building code,a registered design professional or building official should verify the input loads and product application. 8. 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.Nail plies together with 16d nails @ 12'o/c along top and bottom edges. Nail from alternate faces,2'from edges. 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12.toad Combinations:10=0,20=0+100%,30=0+115%,40=D 4,125%,50=D+133%,60 m D+100%+115;e, 70=D+100%+125% 80=D+100%+133%, 90=D+100%+115%+133Y.12,100_D+100%+ 116%,12+t33%,110=D+Commercial Ld(100%) 73.Groups Load Combination Number+Load Pattern number.TFor sfmple span toad pattern=1 for LL,0 for DL}. - Page 1 of 1 44At l FRO^-1 P. LEADER HOME CTR Ed Thorn 25 Oct 2000 9:16 am 1123 BERNARDSTON RD , GREENFIELD, MA. 01.301- (413)774-6311 FASTBeamO Engineering Analysis© 1996-2000 Georgia-Pacific Corporate --emersion: 1(95/NT) Project CU In ormabon : Mark# : Beam - Root Des Usage : Beam(R000 Repetitive : No pacing (in.) : 0.0 Max Defl : LL=L1240 TL=L/180 Composite Action ; No 51ope : 0112 i 3,5", 565 psi 3.5", 565 psi 1510$1 F0-A T—qje Design Loads: oo: rve= ps, ea =T Llve+Dead Ld(T) Live Ld(L) LDF Location' # Shape QStart GAEntl @Start QEnd San# Starts Ends Additional Info 1 pan army ps 4 c 0 -V s.c,- Uniform(plf) 13 0 0 0 15'0" Self Weight 'Dimensions measured from left end when span#is 0.otherwise, from left end of the specified span. l?T !bs 1 z Max R'n 5458 5458 Max 115° 3900 3$00 Min R'n 1558 1558 Min 115/0 3900 3900 DL R'n 1558 1558 Min Srq(in.) 2.76 2.76 [Based on bearing stress below) Brg Str(psi $65 565 VESON Value Span X Group Allow LDF Ratio V(Ibs) 4503 1 1318* 31 10706 115110 0.42 M(tt-lbs) 20468 1 7'f" 31 30698 115% 0-67 LtRn(lbs) 5456 0 0'C. 31 6921 100% 0.79 See Note#5 RtRn(lbs) 5058 0 15`0" 31 6921 100% 0.79 See Note#5 LLDefl(in.) 0.39 1 76" 31 0.75 L/458 %Detl(in.) _0.55, - __ 1_ 76" 31 1.00 L/326 USE: GPLAM 2.0E 1.75x14.00"2 Plies Grade,DGpih,Plies selectad by User G-P LAM tm Georgia-Pacific Corp. NOTES —�--- -- 1,Aesigned in accordance with National Design 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 usv only. 5. This reaction its 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. Searing length based On design material;support material capacity shall be verified(by others), 7.Roof Usage:install with minimum'/4.12 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.Nail plies together with 18d nails @ 12"a'c along top and bottom edges and thru center.Nail from alternate faces,2"from edges. 12.dlax/Min reactions are based on the applicable load combinations outlined in the notes.Summation of mawniin reactions for various DOC may not match total maxlmin reaction. 13.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 14.Load Combinations:10=A 20 w D+100%,30 a D+115%,40=D+125%,50=D+133%,60=0+100%+115%,70=O+100%+125% 'so=O+100%+133%, 90 a O+100' +115%+1330/./2, 100=D+100%+115"0/2+133%,110=U+Commerclaf Ld(100%) 15,Group-Load Combination Number i Load Peftem number.(For simple span,Load Aattem-1 IOr LL,0 for DL1. - Page 1 of i G--25-2000 9-KAM FROG ,1 P- 1 15'0,C.A7 1l4"$CALE SYSTEM PERFORMANCE x The ultimate goal In the design of a goer or roof system is the end user's Increasing the subtloor thickness will lessen deflection between adjacent safety and satisfaction.Although joists used at spans indicated In this guide joists and Increase load sharing.Floor stiffness can be improved by glu- meet or exceed minimum code criteria and will safely support the loads ing the subfloot to the joists before nailing or screwing rather than nailing imposed on them,judgement must be used to adequately meet user alone.For additional stiffness,glue torgue and groove joints.Surfaces expectation levels.These expectations may vary from one user to another. must be clgan and dry before gluing. • The specifier s;nould consider the meaning of a given deflection limit in . As with any construction,it is essential to follow Grope,insallaticri proce- terms of altowa(ife deflection and the effects this could have on the system. dures•Joists must he plumb and anchored securely to suppi before For example,0360(span/360)for a 30'span is f'of deflection,li system sheathing is attached.Supports for multiple span joists must be would be I,,;and 11184 would be 7'of deflection.Consideration might also level.To minimize settlement when using hangers,joists should be firmly be given to cases in Which a joist with a long spar)parallels a short span or seated in the hanger bottoms.Leave a iSF'gap between joist end and header, a foundation end wall.For example,a 30'span with up to t"of altosrabte live!,oad deflection could be adjacent to an end wall with no deflection, . Vibrations may occur in floor systems with very little dead load, causing a noticeable difference it floor levels under full design load, as in large empty rooms.A ceiling attached to the bottom of the joists'will • A stiffer floor will result from using a live load deflection limit generally dampen vibration as will interior partition walls runr,ing perpen- of LAU versus the code minimum 0360.A roof system w'th less total dicular to the joists.If a ceiling will not be attached to the bottom of the toad eeflection than the code required:1180 may be achieved by using a joists,vibration can be minimized by naffing a continuous 2 x 4 perpendicular r cntetlon of U240. to the bottom of the joists at midspan running from end wall to end wall. a . In addition to more stringent deflectior limits,several other factors may Where future finishing of the ceiling is likely,x-bridging or Mood I Beam improve overall floor performance.Reducing joist spacing and/or blocking panels may be uses in place of the 2 x 4. h W1 AND GPI SERIES JOISTS-RESIDENTIAL FLOOR SPAN CHARTS Span Illustrations low"4) 3— 40 PSF Live Load + 10 PSF Dead Load Improved Performance")(1.1480) Joist Spacing(Simple Span) Spacing(Maltipla Span) PR14� - Joist Depth 12"o.c- 16"o.c. 19-2"o.c. 24"o.c. 12"C.C. 16"o.c. 191'o.c. 24"o.c. Dep1Ih Z Series !4 .40 Series 1t'/�'! F 2,1'05 i1i'•g7" x 1, '• 2" t8-t3'". 3'009.. ., i�°It .` ilf'��2" ^1t3''' 1Vi or GPI �q V 22'YV�1 20.1 f 9Yy 191-00' 17'•04" 161•04" 15'"Oa" 20'-08" 18'•10" 17'-09' 16'•05' 9'6"PSI 60 60 Series 11;x' 22'•08" 20'•08" 19'-06" 181•03" 24'-08" 22'-06" 21'•02" 191-01" 11%"PSI 60 11+1 or GPI 14" 25'-05' 23'•06" 22'-Or 20'05 28'-01' 25'-07" 23'-08" 19'-09" 14"PSi 88 16" 28'•07•' 26'•01 24'-07" 23'-0C" 31'-02" 28'-0l" 24'-09" 19'-09' is-PSI 60 •"r z q + ";'��►t' ; f. 40 PSF Live Load +20 PSF Dead Load Improved Performance"' (L 1480) Joist Joist Spacing(Simple Span) Spacing(Multiple Span) PRI 400 m Depth 12"o,c, 111111'a.c. 19.2"a.c. 24"o.c. 12"o.c. 18"O.G. 191'o.c. 24"o.c. Depth R Series _c l'` '$4'"at ` �t�,����t�'� + 7D!�8�' ?"1d+;05" ' '` :"45" "23'b�" `�0'i•0'j" �8''�04" ,,��' '���; �`, .� ('nI{)'° 191-00, 17'•04" 16,04,,° 151-01, 201.08"., . 18.051 151-09"....• 14'-02" 91,4"PR 160 6i Series 71W, 22'-06" 20'-08" 19'-06" 171•05" 24'08" 21'-04" 19'-05" 16'05" 11'x4"PRI 60 —1� w,or GPI 14" 25'-rte" 23'-08" 21'-08" 19'04" 27'•04'' 23'•08" �20'-07" 16'-05" 14"PR160 15" 28'-07' 25'-09" 23'-06" 191•10" 29'•08" 24'-09" 20'-07" 16'-C�: 16"PEI 60 ,„* -04` ," 19'1t° _4 "+t1h eerldS� a p t Y YY IM C*� x )•... �3,, .. PSlao ,. Al, - IYhi;.:w G.J Y)SGnrS JYi'�+. m NOTES: 1 These span charts are based on u)iform loads,as noted ahovF;live load deflect on "A,"(40/20 w 20 or,)for joist spacing of 19 2"or less,or"%x"(48/24 or 24 a liir•ited to IJ480 for better performance.Floor performance is greatly influenced to'a oist spacing of 24".Adhesive must meet APA At-01 or STM 03498,If 1.y the s'iffnsso of the floor joists Experienre has shown that ists designed to sheaving is nail,d only(not recommended),reduce spans by 12:' he code minimum live load deflectior(U?601 +�'llt result in a floor which may not 3. Minimum end bearing length is;IDS`Minfreum intermediate(rearing length Is 39' -nepr tie expectations of come end users.G•P strongly recommends floor spans 4. End spans of mLitiple-scan joists must be at least 401%of the adjacent span. for Wood i Beam joists be!im,tec to tftose given above,which are Used on U480 5, Far loadinQ other than that iloven above,relief to Uniform Load Tables,use �v?loed reflection.(fine third stiffer than required by code.) G-P FASTSe a se!eGticn software,or contact G-P Engineered Lumber 2 SoIns are clear distances between supports,and are based on composite action Technical Services. with Glued-railed AP4 fitted Sheathing or Sturd-I-Floor of minimum thickness 6. Not all products are avaiiable a'all distribution centers;contact G-P for avallabillty. 19.2"0.0,AT 1/4"SCALE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 I I MAScheck COMPLIANCE REPORT Massachusetts Energy Code Permit # I MAScheck Software Version 2.01 Release 3 I I I Checked by/Date I I I CITY: Pelham STATE: Massachusetts HDD: 6404 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 10-25-2000 COMPLIANCE: Passes Maximum UA = 1186 Your Home = 727 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------------------------------------------- CEILINGS 1757 30.0 30.0 30 WALLS: Wood Frame, 16" O.C. 6004 19.0 19.0 204 BSMT: Conc. 8.0' ht/7.0' bg/0.0' insul 1757 0.0 0.0 381 GLAZING: Windows or Doors 144 0.400 58 DOORS 37 0.270 10 FLOORS: Over Unconditioned Space 1757 19.0 19.0 44 HVAC EQUIPMENT: Furnace, 92.0 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 125% of the design load as specified in Sections 780CMR 1310 and J4.4 . Builder/Designer Date SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: / Not Applicable ❑ Name of License Holder: /6� 2� License Number Address / Expiration Date Signature Telephone R i ;.; r EE,,E,r .` ,. EF �``E`.... . . . 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...... . sgi .� 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 SECTION'S- DESCRIPTION OF PROPOSED„WORK(check all applicable) New House Addition ❑ Replacement Windows Alteration(s) ❑ Roofing ❑ Or Doors ❑ Accessory Bldg. ❑ Demolition❑ New Signs [ ] Decks [ ] Siding[ ] Other [ ] Brief Description of Proposed Work:r =i Alteration of existing bedroom Yes, No Adding new bedroom Yes <'? No Attached Narrative 11 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.o%t 1' Dimensions e. Number of stories? a� f. Method of heating?� �' ��= ter Fireplaces or Weeds+evesl'2 _Number of each g. Energy Conservation Compliance. Mascheck Energy Compliance form attached? �>J 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 r� 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 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 of perjury. Print Name Signature of Owner/Agent Date 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 Frontage , Setbacks Front rzra/ °> Side L: R: ! L: Rear / t.i ✓,� �) Building Height ?� / Bldg. Square Footage % _ s'3 Open Space Footage % (Lot area minus bldg&paved parking) #of Parking Spaces G�.-- Fill: volume&Location A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO 11-� 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 ^ 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 _j-11-1 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: �s City of Northampton Building Department q° 212 Main Street Room 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 SECTION 1-SITE INFORMATION Thls'se�cti'onAo, e�m ► o C f q�if 1.1 Prop rtyAddress: yy u+ i EI►17$t Dls r Ct 5 !of SECTION 2- PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Name(Print) Current Mailing Address: _ � Telephone Signature 2.2 Authorized Agent: Name(Print) Current Mailing Address: Signature Telephone SECTION 3 ESTIMATED CONSTRUCTION COS, Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building (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 6. Total =(1 + 2 + 3 +4+ 5) f` %�%t >J' Check Number This Section For Official Use Onl Building Permit Number: Gate Issued: Signature: Building Commissioner/Inspector of Buildings Cate • 1 i File#BP-2001-0430 APPLICANT/CONTACT PERSON BERCUME BUILDERS INC ADDRESS/PHONE 25 SYLVIA HEIGHTS (413)549-4270 PROPERTY LOCATION COLES MEADOW RD MAP 03 PARCEL 011 ZONE RR THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Buildin Permit Filled out Fee Paid Typeof Construction: Construct sin le fame house New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included• Owner/Statement or License 0018 8 3 sets of Plans/Plot Plan THE LLOWING ACTION HAS BEEN TAN ON THIS APPLICATION: Approved as presentedibased on information presented. Denied as presented: Special Permit and/or Site Plan Required under: § ANNING 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 i Permit from Conservation Co sion Permit from CB Architectur,�Committee Signature of Building Official Da e/ 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. Q AUG 21 2001 •' Memorandum DEPT 0�BUILDING INSPECTIONS 1060 Department '�CRlFilt"AP10N,MA 0 y Public Works �k To: Anthony Patillo, Building Commissioner JUSTIN , • From: Ned Huntley Division c: George Andrikidis,P.E Date: 8/21/2001 Re: 575 (Lot#1)Coles Meadow Road Driveway Permit This memorandum serves notice that the above referenced parcel was issued a Driveway Permit on July 12, 2000 and subsequent sub-grade approval on December 19, 2000. To date no final inspection has been performed. Substantial amounts of sediment have entered Coles Meadow Road and the culvert exit at the driveway is full with sediment rending its functionality useless. Future storm events will cause the existing drainage swale to overflow into the street. The driveway appears to have a grade greater than 3%that requires said driveway to be paved. At this time, the DPW is considering revocation of the Driveway Permit. Your assistance in this matter would be appreciated. of Xart4amptou $ B �lassadtTSetts J�, DEPARTMENT OF BUILDING INSPECTIONS INSPECTOR 212 Main Street • Municipal Building Norfliampton, MA 01060 s` CERTIFICATE of OCCUPANCY and USE This is to certify that permission is hereby granted under 780 CMR, sixth edition of the Massachusetts State Building Code, allowing the occupancy or use of the premises or structure or part thereof located at 587 Coles Meadow Road as shown on the Assessors Page# 03 Lot# 011 Zone RR in the City of Northampton, as herein specified: CONSTRUCTION TYPE(780CMR 6) 5B USE GROUP CLASSIFICATION (780 CMR 3 R-4 OCCUPANT LOAD PER FLOOR (780 CMR Table 1008.1.2 40 PSF — 1st fl r 30 PSF — 2nd flr LIVE LOAD PER FLOOR (780 CMR Table 1606.1) 4o p4F Under the following limitations, special stipulations, and/or conditions of the permits: — Issued this 21st day of August , 20 Ol Certificate of Occupancy and Use # BP-2001-0430 Authorized Department Personnel Electrical Elevator Fire Plumbing J Building .-/;&o Gas Building Commissioner This certificate shall be posted by the owner, in a permanent manner and in a visible location, on all floors designated as use group H, S, M, F, or B, and in every room where practicable of use group A, I, R-1, or R-2 per requirement of 780 CMR section 120.5 Posting Structures. ��t� /���L �iP��T /1���G�77ati GGZG�,� �"iyl/��3 /� mj S � �:, 587 COLES MEADOW RD BP-2001-0430 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block:03 Rfo" 4 15 CITY OF NORTHAMPTON Lot:-001 Permit: Building Category: BUILDING PERMIT Permit# BP-2001-0430 Project# JS-2001-0732 Est.Cost:$174000.00 Fee:$996.90 PERMISSION IS HEREBY GRANTED TO: Const.Class:5B Contractor: License: Use Group: R4 BERCUME BUILDERS INC 001848 Lot Size(sq.ft.): 915195.60 Owner: BERCUME BUILDERS INC Zoning:RR Applicant. BERCUME BUILDERS INC AT. 587 COLES MEADOW RD Applicant Address: Phone: Insurance: 25 SYLVIA HEIGHTS (413) 549-4270 HADLEYMA01035 ISSUED ON:11 18100 0:00:00 TO PERFORM THE FOLLOWING WORK:CONSTRUCT 2 STORY SINGLE FAMILY HOUSE W/ATT GARAGE 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: s , �!��', p*-51,7/6/ House Foundation:Q Rough Rough: -- -91A" ��/ Final:,,01<f;" S 0 i Final: ry) Rough Frame:0/r 5--7-oI_ Gas jib Fire Department Fireplace/Chimney: Ro g "WO16 r� Oil: Insulation: cam- Final: #&Ye DK Smoke: � Final: -0 ��LT . THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOL ION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occu anC i` Si nature• Fee Type: Receipt No: Date Paid: Check No: Amount: Building 11/8/00 0:00:00 2856 $996.90 ` 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Building Commissioner-Anthony Patillo