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32A-168 (8) a R LIfI7 of cG art4amptan 3'" ° � �asswcaaarfh OF Bi1ILDD\'G INSPECTIONS \� INSPECTOR 212 Main Street Municipal Building \ ,, Northampton, Mass. 01060 F Square Footage Amount Basement @ .10 1st __cor. @ .40 2nd =cor @ .20 ©© 1/"Z doors, Attic, Garage .1C Deck, Porches .10 r!A 135. p � SAL v lob Truss Truss Type QtY 1py F-FRANK T8 ROOF TRUSS 4 1 o t nal Western Mass Truss,Westfield,MA.01085 4.201 SRI s Nov 16 2000 MITek Industries,Inc. Sun Oct 12 12:39:30 2003 Page 1 1-5- 2.8-7 1.5.0 2-8-7 Sole 1:7.1 3 2.83 12 2 T1 81 4 3x8 2-8-7 2-8-7 Plate Offsets X Y: r2:0-4-6,0-1-81 LOADING[psf) SPACING 2-0-0 CSI DEFL In (lc) ydefl PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.74 Vert(LL) -0.02 2-4 >999 MII20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.74 Vert(TL) 0.20 2-3 >140 BCLL 0.0 • Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 Ma BCDL 10.0 Code BOCA/ANSI95 (MatrtK) 1st LC LL Min I/defl=360 Weight:8 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD BOT CHORD 2 X 4 SPF No.2 Permanent Sheathed or 2-8-7 oc purlins. SOT CHORD Permanent Rigid ceiling directly applied or 10-0-0 oc bracing. REACTION$Ib/size) 2=111/0-7-12,4=127/Mechanical Max Horz 2=41(bad case 2) Max Uplift2--51(load case 2),4=-72(load case 2) FORCES(lb)-First Load Case Only TOP CHORD 1-2=-0,2-3=-65 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind bads generated by 100 mph winds at 25 It above ground level,using 4.0 psf top chord dead bad and 5.0 psf bottom chord dead load,In the gable end roof zone on an occupancy category II,condition I enclosed building,with exposure B ASCE 7-98 per SOCAJANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL Increase is 1.33,and the plate grip Increase Is 1.33 2)'This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas with a clearance greater than 3-6-0 between the bottom chord and any,other members. 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 72 lb uplift at joint 4. 5)One HCDP Hughes connectors recommended to connect truss to bearing walls due to uplift at)t(s)2. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. - 7)Where diaphragm bkxkbg Is required at pitch breaks,Stabilizers may be replaced with wood blocking. LOAD CASE(S) Standard PDF created with FinePnnt pdfFactory Pro trial version www.i)dffactorv.com Job Truss Truss Type 4tY PN F-FRANK T7 ROOF TRUSS 12 1 (optional) Western Mass Truss,Westfield,MA.01085 4.201 SR1 s Nov 16 2000 MITek Industries,Inc. Sun Oct 12 12:39:02 2003 Page 1 -1-0-0 2-0-0 1-0-0 2-0-0 Scale.1:7. 3 4.00 12 T1 2 al 1 4 2x4= 2-0-0 2-0-0 LOADINgpsf) SPACING 2-0-0 CSI DEFL In (loc) (/deft PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.13 Vert(LL) n/a - n/a MII20 197/144 TCDL 10.0 Lumber Increase 1.15 SC 0.02 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Ina YES WS 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code BOCA/ANSI95 (Matrbk) 1st LC LL Min I/defl=360 Weight:6 lb LUMBER - BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD BOT CHORD 2 X 4 SPF No.2 Permanent Sheathed or 2-0-0 oc purlins. BOT CHORD Permanent Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIOWb/she) 3=67/Mechanical,2=248/0-5-8,4=19/Mechanical Max Hors 2=38(bad case 2) Max Upfift3=-35(load case 5),2=-77(load case 2) FORCES(lb)-First Load Case Only TOP CHORD 1-2=28,2-3=-42 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wand loads generated by 100 mph winds at 25 R above ground level,using 4.0 psf top chord dead load and 5.0 psf bottom chord dead load,In the gable end roof zone on an occupancy category II,condition I enclosed building,with exposure B ASCE 7-98 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind, If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase Is 1.33 2)*This truss has been designed for a®ve bad of 20.Opsf or the bottom chord In all areas with a clearance greater than 3-6-0 between the bottom chord and any other members. 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 35 lb uplift at joint 3. 5)One HCDP Hughes connectors recommended to connect truss to bearing walls due to uplift at jt(s)2. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. 7)Where diaphragm blocking is required at pitch breaks,Stabilizers may be replaced with wood blocking. LOAD CASE(S) Standard s. PDF created with FinePrint pdfFactoiY Pro trial version www.Ddffactory.com $ j •g '' at Job Truss Truss Type QtY Ply F-FRANK T6 ROOFTRUSS 4 1 (optional) Western Mass Truss,Westfield,MA.01085 4.201 SRI s Nov 16 2000 MlTek Industries,Inc. Sun Oct 12 12:38:45 2003 Page 1 F -1-0-0 4-0-0 0-0-0 1-0-0 4-0-0 4-0-0 Solt:3/4' 1 4x10= 1.Sx4 II 3 4 T2 4.00 12 W2 EV2 m Li TS 2 SILJ 6 5 1.5x4 11 2x6= 3x4= 2-4 11 4-0-0 5-10-4 8-0-0 2-4-11 1-7-5 1-10-4 2-1-12 Plate Offsets X f3:0-5-0,0-1.131 LOADING psf) SPACING 2-0-0 CSI DEFL in (bc) 1/defl PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.38 Vert(LL) -0.02 6 >999 MI120 169/123 TCDL 10.0 Lumber Increase 1.15 SC 0.23 Vert(TL) -0.03 6 >999 BCLL 0.0 * Rep Stress Incr YES WB 0.29 Horz(TL) 0.01 5 n/a BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min I/defl-360 Weight:26 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD BOT CHORD 2 X 4 SPF No.2 Installation 1 Stabilizers)at 3-0-0 oc. WEBS 2 X 4 SPF-S Stud*Except* Permanent Sheathed or 6-0-0 oc purlins, except end verticals. EV2 2 X 4 SPF No.2 SOT CHORD Permanent Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS(Ib/size) 5=458/Mechanical,2=580/0-5-8 Max Horz 2-71(bad case 3) Max UpliR5=-96(load case 2),2=-155(load case 2) FORCES(lb)-First Load Case Only TOP CHORD 1-2-14,2-3=-670,3-4=0,4-5=-193 BOT CHORD 2-6-630,5-6-638 WEBS 3-6-77,3-5=-677 NOTES 1)This miss has been designed for the wind bads generated by 100 mph winds at 25 R above ground level,using 4.0 psf tap chord dead bad and 5.0 psf bottom chord dead load,In the gable end roof zone on an occupancy category H,condition I enclosed building,with exposure B ASCE 7-98 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL Increase Is 1.33,and the plate grip Increase Is 1.33 2)Provide adequate drainage to prevent water ponding. 3)*This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas with a clearance greater than 3-6-0 between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections.,. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 96 lb uplift at joint 5. 6)One HCDP Hughes connectors recommended to conned truss to bearing walls due to uplift at jt(s)2. 7)The truss has been designed with ANSI/TPI 1-1995 criteria. 6)Where diaphragm blocking is required at pitch breaks,Stabilizers may be replaced with wood blocking. LOAD CASE(S) Standard PDF created with FinePrint pdfFactory Pro trial version www.i)dffactory.com AI u Job Truss Truss Type I',tY Pb F-FRANK TS ROOF TRUSS 4 3 o t nal Western Mass Truss,Westfield,MA.01085 4.201 SRI s Nov 16 2000 MITek Industries,Inc. Sun Oct 12 12:38:112003 Page 1 1-0-0 6-0-0 8-0-0 1-0-0 6-0-0 2-0-0 Scale 1:16. 4x10= 1.5x4 II 3 4 TZ ni Li 4.00 12 W2 EV2 'f T1 2 B1 6 S 1.5x4 II 2x4= 314= 3-4-11 6-0-0 6-10-4 3-4-11 2-7-5 0-10-4 1-1-12 Plate Offsets X f3:0-5-0,0-1-131 LOADING(psf) SPACING 2-0-0 CSI DEFL In (bc) Vdefl PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.74 Vert(LL) -0.01 6 >999 MI120 169/123 TCDL 10.0 Lumber Increase 1.15 SC 0.23 Vert(TL) -0.03 2-6 >999 BOLL - 0.0 • Rep Stress Ina YES WB 0.13 Horz(TL) 0.00 5 n/a BCDL 10.0 Code BOCA/ANS195 1st LC LL Min Vdefl-360 Weight:26 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD BOT CHORD 2 X 4 SPF No.2 Installation 1 Stabilizer(s)at 1-0-0 oc. WEBS .,2 X 4 SPF-S Stud*Except* Permanent Sheathed or 6-0-0 oc purlins, except end verticals. EV2 2 X 4 SPF No.2 SOT CHORD Permanent Rigid ceiling directly applied or 10-0-0 oc bracing. , -.s REACTIONAIb/size)"5-458/Mechanical,2-580/0-5-8 kMax Horz 2-102(bad case 3) "max UpNRS--99(load case 2),2-452(load case 2) FORCES(Ib)-First Load Case Only TOP CHORD 1-2-14,2-3=-329,3-4--0,4-5--93 ;!I SOT CHORD 2-6-310,5-6-316 WEBS 3-6-76,3-5--470 " NOTES 1)This truss has been designed for the wind bads generated by 100 mph winds at 25 R above ground level,using 4.0 psf top chord dead bad and 5.0 psf bottom chord dead bad,In the gable end roof zone on an occupancy category II,condition I :enclosed bulldog,with exposure B ASCE 7-98 per BOCAJANS195 If end verticals or cantilevers exist,they are exposed to wind. 1f porches exst,they are not exposed to wind. The lumber DOL Increase Is 1.33,and the plate grip Increase Is 1.33 2)Provide adequate drainage to prevent water ponding. 3)*This truss has been designed for a live bad of 20.0psf on the bottom chord In all areas with a clearance greater than 3-6-0 between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections.:` 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 99 lb uplift at Joint S. 6)One"HCDP Hughes connectors recommended to connect truss to bearing walls due to uplift at it(s)2. 7)This truss has been designed with ANSI/TPI 1-1995 criteria. 8)Where diaphragm blocking Is required at pitch breaks,Stabilizers may be replaced with wood blocking. LOAD CASE(S) Standard -i * r PDF,c�eated with FmePrint pdfFactory Pro trial version www.pdffactoN.com 'A� v7", Job Truss FPOOF'TRUSS ype Qty Ply F-FRANK T4 4 1 (optional) Western Mass Truss,Westfield,MA.01085 4.201 SRI s Nov 16 2000 MITek Industries,Inc. Sun Oct 12 12:36:19 2003 Page 1 -1-0-0 } 2-0-0 5-0-0 8-0-0 1-0-0 2-0-0 3-0-0 3-0-0 Scala 3/4'.1 4x4= Nailed 1.50 II Nailed _ Nailed 9 4 10 54x4 4.00 12 3 Hr2 2 TI ri 1 LA 8.0 11 7 12 6 11 Nailed 1.5x4 II Nailed 2x6= special 4x4 11 2-0-0 4-10-4 8-o-0 2-0.0 2-10-4 3-1-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) ydefl PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.79 Vert(LL) -0.07 7-8 >999 MI120 197/144 TCDL 10.0 Lumber Increase 1.1S< BC 0.88 Vert(TL) -0.10 7-8 >869 BCLL 0.0 ' ; Rep Stress Ina NO WB 0.05 Horz(TL) 0.01 6 n/a BCDL 10.0 Code SOWANSI95 (Matrix) 1st LC LL Min Udell=360 Weight:21 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD BOT CHORD 2 X 4 SPF No.2 Installation 1 Stabilizer(s)at 5-0-0 oc. WEBS 2 X 4 SPF Stud*Except* Permanent Sheathed or 5-2-7 oc purlins, except end verticals. EV2 2 X 6 SPF No.2"" BOT CHORD Permanent Rigid ceiling directly applied or 8-8-13 oc bracing. REACTIONS[Ib/size) 6=418/Mechancal,2=615/0-5-8 Max Hors 2=44(bad case 2) 3:, Max UpBR6=-180(load case 3),2=-290(load case 2) FORCES(b) First Load Case Only TOP CHORD 1-2-29,2-3--869,3-9=-791,4 9=-791,4-10=-791,5-30=-791,5-6=-256 BOT CHORD 2-8-767,8-11=791,7-11-791,7-12-791,6 12=791 4 WEBS 3 8=122,4-7=-95 1)This truss has beery designed for the wind bads generated by 100 mph winds at 25 R above ground level,using 4.0 psf top Chord dead bad and 5.0 psf bottom chord dead bad,In the gable end roof zone on an occupancy category II,condition I `enclosed building,,wlth exposure B ASCE 7-98 per BOCA/ANSI95 If end verticals exist,the left Is exposed and the right is not exposed..If cantlievers exist,they are exposed to wind. N porches exist,they are not exposed to wind. The lumber DOL ' baease k 1.33,and the plate grip Increase Is 1.33 ' 2)Provide adequate drainage to prevent water ponding. 3)'This truss has been designed for a live bad of 20.Opsf on the bottom chord In all areas with a clearance greater than 3-6-0 r: between the bottom chord and any other members. 4)Refer bo ytder(s)for truss bo truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 180 lb uplift at joint 6.. 65 One HCDP Hughes`oonnedors recommended to connect truss to bearing walls due to uplift at jt(s)2. 7)This truss has been designed with ANSI/TPI 1-1995 criteria. _ 8)Where diaphragm blocking Is required at parch breaks,Stabil zers may be replaced with wood blocking. 9)'Nalled'Indicates 3-10d or 3-12d common wire toe-nails. 10)Special hanger(s)or connection(s)reputed to support concentrated load(s)106.01b down and 81.61b up at 2-0-0 on bottom chord. Design for unspkined connection(s)Is delegated to the building designer. LOAD CASE(S) Standard 1)Regular:Lumber Increase-135,'Platebxrease=1.15 s. [. Uniform Loads(PB).. Vert:1 3 100.0,3-5-100.0,2-6-20.0 Concentrated loads(b) Vert:333.2 8=-106.0 9-33.2 1033.2 110.7 12-0.7 i!- PDFµcreated with FinePnnt pdfFactory Pro trial version www.r)dffactorv.com D �,•,i,•��� �'�����,,,,,, �,:.ay�-y�'y�,a ;-fir��' �.�r��� z;�• � �•. ^�`Y�. Job Truss Truss Type Qty Fly F-FRANK T3 MONO TRUSS 6 1 l(ogtional) Western Mass Truss,Westfield,MA.01085 4.201 SRI s Nov 16 2000 MlTek Industries,Inc. Sun Oct 12 12:37:39 2003 Page 1 1-0-0 4-4-11 8-0-0 r-- 1-0-0 4-4-11 3-7-5 Sole 1:20. 1.5x4 II 4 4.00 12 3x4 3 EV2 T1 wl 9 al 6 1.50 I) 2x6= - 30= 4-4-11 _ 8-0-0 4-4-11 3-7_5 LOADING(psf) SPACING 2-0-0 CSI DEFL In (loc) Vdefl PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.33 Vert(LL) -0.01 6 >999 MI120 169/123 TCDL 10.0 Lumber increase 1.15 SC 0.22 Vert(TL) -0.02 6 >999 BCLL 0.0 ' 'Rep Stress Incr YES WS 0.25 Horz(TL) 0.01 5 n/a BCDL 10.0 Code BOCAJAMS195 1st LC LL Min Vdefl-360 Weight:27 b LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD BOT CHORD 2 X 4 SPF No.2 Installation 1 Stabilizer(s)at 7-5-3 oc. WEBS 2 X 4 SPF-S Stud Permanent Sheathed or 6-0-0 oc purfins, except end verticals. BOT CHORD Permanent Rigid ceiling directly applied or 10-0-0 oc bracing. x' t REACTIONglb/size) 2=580/0-5-8,5=458/0-5-8 Max Horz 2s130(load case 3) x Max Uphft2 148(load case 2),5=-103(load case 2) FORCES(b)-Fist Load Case Only TOP CHORD 1-2-14,2-3=-612,3-4-0,4-5-173 BOT CHORD 2-6576,5-6576 WEBS 3-6-76,3 5 -627 NOTES r r 1)This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level,using 4.0 psf top chord dead bad and 5.0 psf bottom chord dead bad,In the gable end roof zone on an occupancy category I1,condition 1 enclosed building,with exposure B ASCE 7-98 per BOCA/ANSI95 U end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL Increase Is 1.33,and the plate grip Increase Is 1.33 1 2)!This truss has been designed for a Ill bad of 20.Opsf on the bottom chord in all areas with a clearance greater than 3-6-0 ,between the bottom chord and arty other members.., 3)One HCDP Hughes connectoni'recommended to connect truss to bearing walls due to uplift at)t(s)2 and S. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. ' ; 5)Where 1aphragm bbddng ls iequlred at pitch breaks,Stabilizers may be replaced with wood bb ddng. LOAD CASE(S)eStandard .. _ 3 a t PD,F created Wth FinePnnt pdfFactory Pro trial version www aVactory.com ' qr Y, fza6 `a� '�Z�. P � c a 4 Sob Truss Truss Type Qty %Y F-FRANK T2 ROOF TRUSS 9 1 1(optional) Western Mass Truss,Westfield,MA.01085 4.201 SRI s Nov 16 2000 Mrrek Industries,Inc. Sun Oct 12 12:37:22 2003 Page 1 -1-0-0 5-4-11 10-0- 14-7-5 20-0-0 i21-0-0I 1-0-0 5-4-11 4-7-5 4-7-5 5-4-11 1-0-0 Scale-1:37. 4x4= 4 4.00 12 1.5x4 1.5x4 3 5 P 1 6 8 3x8= 3x8= 6x8= 10-0-0 20-0-0 10-0-0 10-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.58 Vert(LL) -0.15 8 >999 MII20 169/123 TCDL 10.0 Lumber Increase 1.15 SC 0.79 Vert(TL) -0.31 2-8 >765 BCLL 0.0 • Rep Stress Inv YES WS 0.44 Horz(TL) 0.07 6 n/a BCDL 10.0 Code SOCA/ANSI95 1st LC LL Min Vdefl-360 Weight:62 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD DOT CHORD 2 X 4 SPF 165OF 1.SE Installation 1 Stabilizer(s)at 4-9-4 oc. WEBS .1'2 X 4 SPF-S Stud Permanent Sheathed or 3-2-6 oc purlins. r SOT CHORD Installation i Stabiltzer(s)at 8-8-10 oc. Permanent Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONQIb/slze) 21295/0-5-8,6-1295/0-5-8 Max Hors 2-74(bad case 4) , MaxIpIIR2=-266(bad case 2),6--266(load case 3) FORCES(lb) First Load Case Only TOP CHORD 1-2-14,2-3=-2464,3-4--1790,4-5--1790,5-6--2464,6-7-14 SOT CHORD 3-8-2321,6-B-2321 WEBS 3 8=663,4-8-649,5-8--663 NOTES 1)This truss has been checked for unbalanced loading conditions. , 2)this truss has been desgned for the wind bads generated by 100 mph winds at 25 R above ground level,using 4.0 psf top Chord dead bad and 5.0 psf bottom t3rord dead bad,to the gable end roof zone on an occupancy category II,condition I tncb3ed buYding;wRh exposure B ASCE 7-98 per BOWANSI95 If end verdcaB or cant8evers exist,they are exposed to wind. tt porches exist,they are hot exposed to wind. The Lumber DOL Increase k 1.33,and the plate grip increase k 1.33 3)'_Thls truss L n designed for a Ive bad of 20.Opsf on tfie bottom thud in sI areas with a clearance greater than 3-6-0 between the ord anny 4) PHonnecWrs ed to tanned truss rs due to up8ft at)t(s)2 and 6. 5)This truss hdesgned ANSMI 11995 crRerla.6)For bracing ,use Ma Stabllzer(tm)Truss Bracing System(or Equivalenq,attached per The Stabilizer Truss Bracing r System Installation Guide.Gross bracing required at each end and at these spacings:TC:Inst.20-0-0,BC:Inst.20-0-0. 7)Where diaphragm blocking Is required at pitch breaks,Stabilizers may be replaced with wood blocking. LOAD CASE(S) °Standard i PDF ceeated with�Fib ePn V nt plFactory Pro trna ersion www pdffactorv.com 51 y y c:r s, SM1 t,': '�,: w a c ,� { - * ? ...�i w'F t #t ' a �s ,YPt v 4 , Job Truss FROO5FTTrRUSS ype Qty Ply F-FRANK TS 2 2, (optional) Western Mass Truss,Westfield,MA.01085 4.201 SRI s Nov 16 2000 Mrrek Industries,Inc. Sun Oct 12 12:37:04 2003 Page i 1-1-0-0j 2-0-12 4-10-14 -0-0 12-0-0 15-1-2 17-11-4 i 20-0-0 21-0-0 1-0-0 2-0-12 2-10-2 3-1-2 4-0-0 3-1-2 2-10-2 2-0-12 1-0-0 Sale 1:38. 4x8= 4x6= 4 5 4.00 12 3x4 3 6 4 W 9 n 7 3x30 14 15 '13 16 12 17 31 10 9 18 19 3x10 Z EUH246 EUH2+6 2x4 II EUN24-6 4x4= 3x8= 5.6 MUM=2X4 II EUH2+6 EUH24-6 EUH24-6 2-0-12 i 4-10-14 8-0-0 i 12-0-0 15-1-2 17-11-4 20-0-0 2-0-12 2-10-2 3-1-2 4-0-0 3-1-2 2-10-2 2-0-12 Plate Offsets(X,Y): r2:0-3-6.0-1-81,[4:0-5-4,0-2-01,(7:0-3-6,0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP TOLL 40.0 Plates Increase 1.15 TC 0.57 Vert(LL) -0.2011-12 >999 MI120 197/144 TCDL 10.0 Lumber Increase '1.15 BC 0.66 Vert(TL) 0.2911-12 >815 M1120H 148/108 BOLL 0.0 * Rep Stress Incr . NO WB 0.35 Horz(TL) 0.07 7 n/a BCDL' 10.0 Code BOCq/AN5195 (Matrbo 1st LC LL Min Vdefi=360 Weight:164 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 3-10-9 oc pursns. SOT CHORD 2 X 6 SPF 1650E 1.5E SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF,Stud REACTIONS[Ib/size) 2=3222/0-5 8,7=3228/0-5-8 Max Horz 2=64(ioad case 4) Max Uplift2=-856(load case 2),7=-857(bad case 3) FORCES(lb) Ftrst Loa d Case Only TOP CHORD 1-2-36,2 3 7737,3-4--6286,4 5 -6009,5-6=-6284,6-7=-7754 7-8=36 BOT CHORD 2-14-7249,'14-15-7249,13-157249,13-16=7249,12-16=7249,12-117-6010,11-17=6010,10-11=7265,9-10-7265,9-18=7265,18-19=7265, 7190265 ' WEBS ,-31713'-786,3-12--1478,4 12="1605 4-11=-2,5-11=1607,6-11-- 6-9=800 NOTES 1)This truss has been checked for unbalanced loading conditions. " 2)This truss has been"designed for the wind bads generated by 100 mph winds at 25 R above ground level,using 4.0 psf top , chord dead load and 5.0 psf bottom chord dead bad,in the gable end roof zone on an occupancy category It condition I 'enclosed bu8d1ng,With exposure B ASCE 7-98 per BOCNANSI95 N end verticals or cantilevers exist,they are exposed to wind. If porches exist,#*are rat exposed towind. The,lumber DOL Increase Is 1.33,and the plate grip Increase is 1.33 3)Provide'adequate.drainage to prevent water ponding 4)AN plate are MI120 plates unless otherwise indicated. `.. 5)*This truss his beer►designed for"a tivnp bad of 20.Opsf on the bottom chord In all areas with a clearance greater than 3-6-0 f between the bottom dwrd and any other members' ..° 6)Two HCDP Mu9he3Cnn Oectors`rewnvnernded to connect truss to bearing walls due to upilft at)t(s)2 and 7. 7)This truss has been designed with ANSI/TPI 1-1995 criteria. 8)2-ply truss to be connected together with 10d Common(.148'x3")Nails as follows: Top chords connected as follows:2 X 4-i row at 0-9-0 oc. Bottom chords connected as follows:2 X 6-2 rows at 0-9-0 oc. Webs Connected as follows:2 X 4 1 row at 0-9-0 oc 9)Use Hughes EUH24-6(With 16d nabs Into Girder a:16d nags Into Truss)or equivalent spaced at 7-10-8 oc max,starting at 2-0-12 from the'M end to 17-11-4 to connect truss(es)T4(1 ply 2 X 4 SPF) to front face of bottom chord. 11)FIR ppecial ha s) connectlonO required to support concentrated load(s)437.51b down and 112.91b up at 8-0-12,and #37SI6down and 112.91b up-at 10-0-12,'and 437.51b down and 112.91b up at 11-11-4 on bottom chord. Design for unspecified connection(s)Is delegated to the building designer . LOAD CAS ` E(S)Standard ." 1)Regular:Lumber Increase'l.lS,Plate Increase-1.15 Uniform Loads(ply Vert:1.4=-100.0,4-5--100.0,5-8=-100.0,2-7=-20.0 Concentrated Loads(lb) - Veit:10-437.5 12=-437.5 11437.5 14--398.0 15--437.5,16--437.5 17=-437.5 18--437.S 19=-398.0 ` y�c x ' a 4 PDF created Huth Fine? nit Tamory Pro nai Version www pdffactory com kx. 51 y I �_'+,'. .,x.; ••y K yr s p +` 1 r ` Western Mass Truss 100 Apremont Way TO: Cluotateon Westfield, Ma 01085 Frank,G. Frank P.O. Riumber Phone:413-562-3861 Fax: 413-562-1681, Page: 1 Project: Block No: Date: 10-12-2003 - 12:45:02 PM Model: Lot No: Project ID f-frank Contac-a Sitea Ice: Deliver To: Account No: Name: Designer: kbc Phone: Salesperson: Keith Cressottl Quote Number: Profile: Qty Truss Id: Span: Truss Typ Slope LOH ROH Each: Total: (2) 2-Ply 4 T1 20-0 -Q ROOF TRUSS 4.00 1-0-0 1-0-0 $99.00 $396.00 X 6 0100 9 T2 20-0-OROOF TRUSS 4.00 1-0-0 1-0-0 $62.00 $558.00 62 Ibs.each a 6 T3 8-0-0 MONO TRUSS 4.00 1-0-0 0-0-0 $39.00 $234.00 27 lbs.each 2X4 2X4 0.00 4 T4 8-0-0 ROOF TRUSS 4.00 1-0-0 0-0-0 $44.00 $176.00 21 lbs.each 2X4 2X4 .00 4 T5 8-0 -0 ROOF TRUSS 4.00 1-0-0 0-0-0 $42.00 $168.00 25 lbs.each 2X4/2X4 0.00 4 T6 8-0-0 ROOF TRUSS 4.00 1-0-0 0-0-0 $42.00 $168.00 25 lbs.each 2X4 2X4 0.00 12 T7 2-0 -0 ROOF TRUSS 4.00 1-0-0 0-0-0 $16.00 $192.00 4 T8 2-8-7 ROOF TRUSS 2.83 1-5-0 0-0-0 $22.00 $88.00 7 lbs.each 2X4/2X4 0.00 MISC. ITEMS Quantity: Description: 18 „JRSS Truss Hangers .12 JRSSS Truss Hangers Please read the following carefully then please sign and date below. It is the customers responsibility to provide clear access to site.Our delivery Total Truss Price: $1,980.00 = truck needs to et in deliver and get back on the road.All deliveries .' MISC. Items: $46.50 have a 1 Hr window to unload the trusses.If more time is needed due to problems which are not due to Western Mass Truss the customer will be billed Total: $2,026.50 accordingly.Signing this document confirms that the trusses shown above have the correct Spans,Loading, Pitch,Quantities,Profile,and Overhangs. o Prices may change without notice. Prices Include trusses,truss to truss hangers Shces Tax: ( 5 /o): $101.33 and clellvery.Balances due are subject to 1.5%per/mnth finance chrg.All cost due to collection for balances due are the responsibility of the customer Selling Price: $2,127.83 ACCEPTED BY DATE . .. PDF created with FlnWrmt pdfFactory Pro trial version www`ndffactory com } 4V <�F,.. �N#a sy # �t y x , � � bC r ' s � z J " r c u" 36-0-0 a - A 8-0-0 zs . s .T7 11 11 0 obi . T4 TA I r i T6 :4 T8 1 T5 T T5 f- . ►' C) �_. N TS TS T6 TO {t . T4 T4 � , -o-o .; a-0-oJn � . PQF created with FinePrint pdfFactory Pro trial version www.l)dffacto!y.com Oct 30 03 11 : 46a Custom Designs 14134679841 P• 8 Bigfoot Systems: An Award-Winning Innovative Product Page I of 1 yy�y��yi��y�yi.����y��{ F - ,_S -:U, YITAIILL .RVR'� !YfAAlA:F'Rl 'AIJK.f llll'K��.X.M Consumers'Corner Professionals'Corner codes/Evaluations Patents Contac BF36 Welcome! Concrete Volume:6.00 Cubic Feet Bigfoot Models 0 Uses and Applications[] 36 ON (92CM) � Instructions ADAPTOR RINGS FIT ALL What Do People Say?0 SMALL„ MEDIUM, AND Our Distributors D LARGE CONSTRUCTION TUNES General Tips Other Languages C 230, (59CM) Rlas FOR !STRUCTURAL STRENGTH AIR VENT 04OLE8 DETENT MARKINGS ON FLANGE FOR ABOVE GROUND APPLICATION Model BF36 will accept all 12", 14", 16",and 18"construction tubes. WELCOME I MODELS I USES AND APPLICATIONS I INSTRUCTIONS WHAT DO PEOPLE SAY? I DISTRIBUTORS I GENERAL TIPS I OTHER LANGUAGES Copyright C) 2002 Bigfoot Systems. Site design copyright p 2002 Corbett Cyr Consulting. http://www.bigfootsystems.com/Consumers/bf36.html 10/2112003 Oct 30 03 11 : 45a Custom Designs 14134679841 p. 7 Company October 22,2003 Designer 6:55 AM Job Number : Checked By: Material Takeoff Material Shape Length Weight in U STL W t 2X14 240 .283 r - ? STL Totals: 432 .52 Reactions, By Combination LC Joint Label X Force Y Force Z Force X Moment Y Moment Z Moment k k k k-ft k ft k-ft 1 N1 -.752 -.287 1 0 0 0 3.142 -:-, ems. ,..."�'.tT-r. s"""k�k'...:.:<....iiq? .. r:�. :*_•".'Yx..�: �..�x-:. ....;., � .....,. .:.:. .....F:;,:.: �..a "� r<. ,. •�.:.+•_�-. .,i.�:• .3;=�4 �: 1 Totals: -1.5 0 1 0 1 COG in : NC I NC I NC Joint Displacements, By Combination LC Joint Label X Translation Y Translation Z Translation X Rotation Y Rotation Z Rotation In in in radians radians radians 1 N1 1 0 1 0 1 0 0 0 0 �^�. .#- us Y .. •sr"..'�..:°,�u �"G: r�e'�.7a"En.z;1.R�s^�r4''�=�T� el�, �..:,a. - ....�.. �.::x.s..i_�...: .. ; �'_ -4..:,:,r ::.�Ya".:=. Tv,,sO . 1 N3 0 0 0 0 0 0 '" t I .;i;+.'-. ::�y �X!� .. -� �� tiix i.r ��� P '.t::i Mir.9"_ -e •s :a+� i '-r [s a't. �C .c-... �:r..tna•ayr •x, � x:•..: :.t,:Y_.•�", 7�r,.Y ..:, _.:.i:. .�:.u.u..`s s.£tiF 4;�ck�.. ,.-5 ;:?z#': ;i..' ...tel: Member Section Forces, By Combination LC Member Label Section Axial Shear y-y Shear z-z Torque Moment y-y Moment z-z k k k (k-ft) (k-ft) (k-ft) 1 1 M 1 1 -.287 .752 0 0 0 ,y3�.142 .:.,i�4 tw��.}:JNi'-.�»,. - a.F' �r� '4�'71� sY � ..sl r�;4 ,s ..x;::•:�', m3xas- ...r�. t9'�C�^.•:��...cx � ��..�,..?'�"3`w Ma N.::...�.ai 7?:... ; .r<� ..-F.k .s.•t*�: 3 -.287 .752 0 0 0 .134 ._..J' ar.,�.�•s^ ..4'9'7.•-'•r'.^�'�. x'r.'.0 "ir• "'i:� x SY�; yil f:si:�' ,.k!.i#'�.. :u.t�ktM _�. SC�i:.a 'lXr'!��r .i :aixr -a._xR. i .i.... ux .. T F, 5 -.287 .752 0 0 0 -2.874 r... s;. •e�i,Xr.�r• ., nax•a 'a R`'�t'�' -.._.s!.' 7: -rrfri w y_.A'.;,;lr`rx.¢-',r„ _ r, 2 .748 -.287 0 0 0 -1.441 „ :cexy.s'*'!f ry.'nls. �� ;•,tr4 ,:.,. '."i +.*::r:; - -: *r..: _•,.s "r-sr.""'"i; .._, ax.'.'.; `.•. ..it§n ..s`` �'•.ar x -`.-r�!iS:� .:.. `i 'y?'. 4 .748 -.287 _ 0 0 0 1.426 y ila. fr+ty"x;Fa gcxG.l. .r,.� r< m � r ,f:.. ..�.. L4l°s- ki ^ .," ... :.� R�i.Tsx�c'., ..:.f.. 44 i r M,�a., �r �x 1 M3 1 .287 .. -.748 0 0 0 -2.86 :i "t""•.'c. !.a.._..'.tYa. azz},y sE� v}: :- - .. ._• ..ra:ax -_: •arau�:a ,.'•' ,..x rr.:.: -i nKx.,:..-acx.�x1: ric , �;f8 3 .287 -.748 0 0 { 0 1 .132 5 .287 -.748 0 0 0 3.124 Member AISC ASD 9th Code Checks, BV Combination LC Member Label Code Chk Loc Shear Chk Loc Dir ASD Eqn. Message in in 1 M1 .334 0 1 .025 1 0 142-1 1 M3 .332 1 96 .025 1 0 y HI-2 RtSA-3D Version 4.5b [C:\RISA\FFrank.r3d] Page 2 Oct 30 03 11 : 45a Custom Designs 14134679841 P. 6 a ° K, Company October 22,2003 Designer 6:55 AM Job Number : Checked By: Basic Load Case Data Load Type Totals BLC No. Basic Load Case Category Category Gravity Direct Description Code Description X Y Z Joint Point Dist. Area Surf. 1 wind WL I Wind Load 1 Load Combinations Num Description Env WS PD SRSS CD BLC Factor BLC Factor BLC Factor BLC Factor 1 wind 1 1 WL I 1 Materials (General) Material Label Young's Modulus Shear Modulus Poisson's Thermal Coef. Weight Density Yield Stress ksi ksi Ratio r 10^5 F) (klft^3) (ksi I STL 1 29000 1 11154 1 .3 1 ..65 1 .49 1 36 Global Steel Code ASD:AISC 9th AISI 99 Include Shear Deformation Yes + :A '.T ifs i�t_ �,y.'�F.$'' r. � •ry:H£z '-+t-`• rc u, Disglay Sections for Member Calcs 5 Redesign Sections Yes /r & 639 Vertical Axis Y ,,.. :'' T,T! he . ..��^ci>,t 1G .r:zx.0..'�.31: ,,?`'.'�'.'...a."#!::.{*.�+iwfi,- �'�.;a..•: Mer a Tolerance in .12 Boundary Conditions Joint Label X Translation Y Translation Z Translation MX Rotation MY Rotation MZ Rotation Win Win Win k-ft/rad k-ft/rad k-fVrad N1 Reaction Reaction I Reaction Reaction Reaction Reaction ' '.' '*" '' y :i '• + - !croak '' Joint Coordinates Joint Label X Coordinate Y Coordinate Z Coordinate Joint Temperature Detach from in in in D12phraam N1 0 1 D 1 0 y 0 1 No .sQy ,.�. '�r��:.xa'�°? -`�ra' -:' � w4'c�e 1...,z��-- ?. �z,'r,+�t"":S:i. :.t� �.C� °�.�,"i`u:s:u;Y•' .�-�. : � :,r �,�`S,'.>,_` _ c " N3 240 0 0 0 1 No z7 Member Data X-Axis Shape/ Material Phys End Releases End Offsets Inactive Member Label I Joint J Joint K Joint Rotate Section Set Memb I-End J-End I-End J-End Code Length d rees Set TOM xvz x z xVz xvz in In in M1 N1 N2 SEC1 I STL JYJ 1 96 h M3 N4 N3 I SEC1 1 STL Y 96 Joint Loads/Enforced Displacements. Category: WL. BLC 1 : wind Joint Label [L]oad,[M]ass,or Direction Magnitude [Misplacement lacement k k-ft in rad k"s^2fin N2 L X 1.5 RISA-3D Version 4.5b [C:IRISA\FFrank.r3d] Page 1 Oct 30 03 11 : 44a Custom Designs 14134679941 p. 5 i i I 1.5k M2 N2 N4 J w N7 3 Loads: BLC 1,wind Results for LC 1,wind Reaction units are k and k-ft j \.4vt(W4T- &Q4)E)LS— October 10, 2003 6:49 AM untitled.r3d Oct 30 03 11 : 44a Custom Designs 14134679841 'p. 4 RAM SColumn V1.01 Column Design Results Aw.%/ Job Name: Wright Builders 10/22/03 7 :17 Comments: Carport Columns Steel Code: ASD 9th Ed. Fy (ksi) = 46.00 Column Size = TS4X4X.2500 INPUT DESIGN PARAMETERS: X-Axis Y-Axis Lu (ft) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8.00 8.00 K . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.20 1.20 Braced Against Joint Translation. . . . . . . No No Loaded Between Joints.. . . . . . . . . . . . . . . . . No No Ends Fixed Against Rotation. . . . . . . . . . . . No No SECTION PROPERTIES: Depth Tw BfTop TfTop BfBot TfBot Area Ix in in in in in in in^2 in^4 4.00 0.250 4.00 0.250 4.00 0.250 3.59 8.22 COLUMN LOADS: Design Axial (kip) . . . . . . . 12.0 Top Mx (kip-ft) . . . . . . 3.0 My (kip-ft) . . . . . . 0.0 Bot Mx (kip-ft) . . . . . . -3.0 My (kip-ft) . . . . . . 0.0 CALCULATED PARAMETERS: Allowable Stress Increase Factor. . 1.00 fa (ksi) = 3.34 Fa (ksi) = 18.74 fbx (ksi) = 8.76 Fbx (ksi) = 30.36 Fbxl (ksi) = 30.36 fby (ksi) = 0.00 Fby (ksi) = 30.36 Reverse curvature about X-Axis Single curvature about Y-Axis Cb = 0.00 KL/Rx = 76.13 KL/Ry = 76.13 F'ex = 25.76 F'ey = 25.76 Cmx = 0.85 Cmy = 0.85 INTERACTION EQUATION: fa/Fa = 0.18 Eq H1-1: 0.18 + 0.28 + 0.00 = 0.46 Eq H1-2: 0.12 + 0.29 + 0.00 = 0.41 Oct 30 03 11 : 44a Custom Designs 14134679841 p. 3 Subject i2ti �� � Sheet No. Job No" C - + By Date i ! " Y G 3y�• 3/s `~ t U*10 X 3d..N Y4 f I "- i „pr. YA. It- Oct 30 03 11 : 44a Custom Designs 14134679841 p. 2 Subject —Sheet No._—Y-6 -^ Job No. -� T, LOkL� By Date INTM tut. s R.QI FF I V R Cie) t W tv-d" �,� CO � � ' �.l IzX 14- 3L°4- 2Gl000 C�9•�? ��3(�p . . SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable 0 Name of License Holder: O !ql �14 � License I),urnber [),S Address T Expiratior�Date Signature T I hone Company N&he Registration Number Address ExpiratioA Date I 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. The current exemption for"komeowucm^was extended»oinclude Owner-occupied f one(l) or two(2)hyuUiem and on allow such homeowner m engage uu individual for hire who does not possess ulicense,provided that the owner acts as supervi or.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 uoomoo,ytoouobuoouud/o,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, responsible for all such work performed under the buildinE permit. As acting Construction Supervisor your presence uu the job site will hc required from time tn time,during and upon completion oy the work for which this permit ioissued. Also bc advised that with reference io Chapter l5%(YYorkcm`Compensation) and Chapter l53(Liability o[Employers to Employees for injuries not resulting in Death)of the Massachusetts Gouom|Laws Annotated,you may be liable fo,pomoo(o) you hire tn perform work for you under this permit. The undersigned^^homeovmm"'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 —~ t 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 ��,�� �' �-i,�5 (� 5' dpOS� �W"i �Z}►l r� , Frontage Setbacks Front 20 Side L: R: 3 t L: � R:�'t Rear Building Height 3(o° Bldg. Square Footage '. -7 p 3—j !� 2 2 , Open Space Footage ° (Lot area minus bldg&paved parking) #of Parking Spaces Fill: volume&Location A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO_ DONT KNOW _ YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO DONT KNOW YES IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO DONT KNOW YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained , Date Issued: C. Do any signs exist on the property? YES NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property?YES No IF YES, describe size, type and location: 1 SECTION 5-DESCRIPTION OF PROPOSED WORK'(Shock'all applicable) New House 11 Addition ❑ Replacement Windows Alteration(s) Roofing ❑ Or Doors ❑ Accessory Bldg. "A Demolition❑ New Signs [ ] Decks [ ] Siding[ ] Other[ ] Brief Description Off.Propos d Work: A.T1L�. G (AV4-*4 J (M kM 4 -em 18I1c, . 0Vn*(,tc+CV10� n tAJ Cry► C-r ��vi V1 IF 'tv C_ tT Yt f eYt to V-{ev-1"Ci yl Alteration of existing bedroom Yes No Adding new bedroom Yes X No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet 6a.If N w'ho se and or addition to existing 6 using.combtete th foll"win CA V0 PI U t'1 t T ffFM—E-- a. Use of building : One Family Two Family Other x b. Number of rooms in each family unit: N P` Number of Bathrooms _ c. Is there a garage attached? _ d. Proposed Square footage of new construction. Dimensions—'D Ce e. Number o'stories? I f. Method of heating? N IN Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. �� Mascheck Energy Compliance form attached? h. Type of construction P ) i. Is construction within 100 ft. of wetlands? Yeses No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade 00 k. Will building conform to the Building and Zoning regulations? Y, Yes No. I. Septic Tank City Sewer Private well City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1, Iv 1 LSD as Owner of the subject property hereby authorize 1"t ��� 1— 1- "1 S 1.1 I✓� S to ac m beha all matters relative to work au horized by this building per plic ation !° a 03 Signature R O r,ner Date as Owner/ uthorize A en hereby declare that the state ents and information on the foregoing application are true and accurate,to the best of my knowledge and lief. Signed under the pains and penalties of perjury. t`1 AIL (-163 A)0.,- Print Name Signature of 0 vner/Agent Date Depef only 'of Northampton et of Permit -' �Z, Bufli ing Department Curb 0 riv, l errs tt \,21 2 Vain Street Sever Septic AuallabtUty r 3 R m 100 Wateriliaabiltty �r Noiampt�n, MA 01060petsof6trueturaliPlans �� p af82" 0 Fax 413-587-1272 Ptotl1t1' ri �-� " ., .�t`> � E►k�rrpeetfy � APP"''.. O CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1-SITE INFORMATION 1.1 Property Address: This sootion to be completed byofflc Map Lot Unit f L S tone Overlay District o�t}+✓� �'(� M f ` Elm St,District CS of 4 SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: AN VC-RSON 5(v MA,1N ST'. tAOWRAWMP J, M/- Na rint) Current Mailing Address: Telephone Signature �v 2.2 Authorized Agent: k Ipe- w�`� R t� r U �; S ` t�-M-E5 ST. rVg-T- t ins Pra N Name(Print) Current Mailing Address: 41- -C, �t�- �?�- � Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS 2� X �� " `���` C Sine Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building / r (a)Building Permit Fee 2. Electrical (b)Estimated Total Cost of 2,400. Construction from 6 3. Plumbing uo Building Permit Fee 5 q . - 4. Mechanical(HVAC) 5. Fire Protection OCa 6. Total=(1 +2+3+4+5) ` L . Check Number This Section For Official Use Only' Building Permit Number: — Date Signature: Building Commissioner/inspector of Buildings: pate File#BP-2004-0557 APPLICANT/CONTACT PERSON Wright Builders ADDRESS/PHONE 48 Bates St (413)586-8287 PROPERTY LOCATION 50 HAWLEY ST MAP 32A PARCEL 168 001 ZONE URC THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid Typeof Construction: RENOVATE UNIT#4,NEW 36 X 20 CARPORT,PAVING&2 STORY PORCH RENOVATION New Construction Non Structural interior renovations Addition to Existing_ Accessory Structure Building Plans Included: /J Owner/Statement or License 7146' 3 sets of Plans/Plot Plan THE F LLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON IN ATION PRESENTED: Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street mmission //llia4oe3 Signature of Building Official Dat Note:Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. *Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office of Planning&Development for more information. WRIGH cy [ids. BP-2004-0557 50 HAWLEY ST CIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 32A- 168 CITY OF NORTHAMPTON Lot: -001 Permit: Building Categ_orv: BUILDING PERMIT Permit# BP-2004-0557 Project# JS-2004-0783 Est. Cost: $35850.00 Fee: $207.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Groo: Wright Builders 047146 Lot Size(sg.ft.): 17598.24 Owner: VERSON ALAN Z_ nine:uRC Applicant: Wright Builders AT: 511 i�A?!tifi_�t :�i Applicant Address: Phone: Insurance: 48 Bates St _,_ (413) 586-8287 Workers Compensation NORTHAMPTON MAO 1060 ISSUED ON.12414,103 0:00:00 TO PERFORM THE FOLLOWING WORIV:RENOVATE UNIT #4, NEW 36 Y 20 CARPORT, PAVING & 2 STORY PORCH RENOVATION POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: 1 ) Rough: e Rough:1 7 p House# Foundation: Driveway Final: Final: f ''o1 dkinal: �I.LS/ Jl Rough Frame: 63K ( 1 a-dl{ Gas: Fire Depart ment Fireplace/Chimney: q� Insulation: Final: Final:G„� pIf Smoke: �^^�� NN THIS PERMIT MAY BE REVOKED BY THE CITY F NORTHAMPTON UPON VIOLATIO. OF ANY OF ITS RULES .AND REGULATIONS. 'e Certificat.o of Occu arc Si nature: FeeT yp e: Receipt No: Date Paid: Check No: Amount: Building 11/14/03 0:00:00 16917 $207.00 212 Main Street,Phone(413)587-1240,Fax: (413) 587-1272 Building Commissioner-Anthony Patillo