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Ask your iLevel representative how our upgrade can help you design a more cost effective floor system. Call 1 -888- 453 -8358 to reach your local iLevel office. , a Upgraded Floor Span Table: L/480 Live Load Deflection 11E.. LATEST 40 P ttivi Leadlitesf'-I#ead Load 40 PSF Lwe Load / 20 PS Dead Load Depth r�l�. 7 1 : 1FCiliST UPGRADE:: 12 " f6' , ., 19 24 " 12 o.c. 16 o.c. 19.2" o.c. 24 o.c. 16' -11" 15' -6" 14' -7" 13' -7" 16' -11" 15' -6" 14' -3" 12' -9" l w toa€1 latest TJI joist span lilfoi*ation from il`e vel ..corn: 91/2" 210 ; 17' -9" 16' -3" 15' -4" 14'-3" 17' -9" 16' -3" 15' -4" 14' -0" 1ri the U,. TJ - 4000.6sdf --° 230 18' 3 " 6' 8",, . 15 14 18 16 15' -9" 14.-8" tst Cassava. TJ- 450O.pdf 110 20' -2" 18' -5" 17' -4" 15' -9 "I" 20' -2" 17' -8" 16' -1 "I" 14' -4 "I" 2 Look for new values in iLevel 210 21 19 18 16' 11 21'-1" 19'-3" 17' -8" 15'-9"(1) sofware starting !Mtn Javelin®' design software in early 2009 111/2" 230 21' -8" 19' -10" 18' -8" 17' -5" 21' -8" 19' -10" 18' -7" 16' -7 "( Questions? Get answers — and 360 22' -11" 20' -11" 19' -8" 18' -4" 22' -11" 20' -11" 19' -8" 17'- 10 "'•' any other design help you 500 26' -1" 23' -8" 22' -4" 20' -9" 26' -1" 23' -8" 22' -4" 20' -9 "I" need from your iLevel 110 22' -10" 20' -11" 19' -2" 17' -2 "U) 22' -2" 19' -2" 17' -6 "ll) 15 -0 "'" teeh sisal support staff f • 210 23' -11" 21' -10" 20' -8" 18' -10 "" 23' -11" 21' -1" 19' -2 "i" 16 • • 14" ,230, 24' -8" 22' -6" 21' -2" 19' -9 "'" 24' -8" 22'-2" 20' -3 "I" 17' -6 "{ 300 26' -0" 23' -8" 22' -4" 20 26' -0" 23 22 17'- 10 "(') ` 560 29' -6" 26' -10" 25' -4" 23' -6" 29'4" 28` -10" 25' -4 "(') 20 `_ 210 26' -6" 24' -3" 22 ' 19 26' -0" 22 20' -7 "(') 16' -7" ' 230 27' -3" 24'..10" 23' -6" 21 27' -3" 23' -9" 21 17'-6"( 16" X360 - 28' -9" 26' -3" 24' -8 "a) 21' -5 " 28'4" 26 22 17'- 10 "'•'I '960 32' -8" 29' -8" 28' -0" 25'-2"( 32' -8" 29' -8" 26' -3 "'') 20'-11"(n (1) Under certain bearing conditions, web stiffeners are required at intermediate supports of continuous -sown Joists. See the ilereta' Trus Joist® T11® Joist Specifiers Guide ( 4T1-4000) for complete design information. • Long -term deflection under dead load. which includes the effect of creep, has not been considered, Bold italic spans reflect initial dead load deflection exceeding 0.33 ". d � - m 4 ? qde ? �ar r ti SUSTAINABLE Cs--C1 FORESTRY L,4• �y•� 't'. INITIAT `'C ' - - n -" • Ct31�TAG lS k f ; a ' s $ e n led Fiber Sourcing 1.888.iLevel8 (1.888.453.8358) www, €Level,com iLevel @weverilaeuser.c ort January 2009 AWeyerhaeuser " Level®. Silent Floor®, TJI and Trus Joist'' a _ reg ■steed trademarKs R eorder SR -104 of Weyerhaeuser Company. © 2009 Weyerhaeuser Company. ;II rights reserved. • ■ , , .eve Peter Salvatore c> ,-c.,fi ,, 9 1/2" TJI® 230 @ 16" o/c TJ-Beam® 6.30 Serial Number: - User:1 8/24/2009 8:43:29 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pages Engine Version 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED ALTERNATE span loading on even # spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) -1011 321 -246 82 -158 1200 Max Shear at Support (lbs) -1013 340 -263 87 -167 1213 Member Reaction (lbs) 1353 350 1380 Support Reaction (lbs) 1353 350 1380 Moment (Ft -Lbs) 0 -651 381 -237 -1 -869 0 Live Deflection (in) -0.004 0.044 -0.081 0.019 Total Deflection (in) 0.000 0.034 -0.043 0.015 ADJACENT span loading over support # 1, LDF = 1.15, 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) -1591 361 -207 77 -162 1200 Max Shear at Support (lbs) -1599 381 -222 82 -171 1213 Member Reaction (lbs) 1980 304 1384 Support Reaction (lbs) 1980 304 1384 1 Moment (Ft -Lbs) 0 -1021 277 -162 49 -869 0 Live Deflection (in) 0.001 0.027 -0.073 0.018 Total Deflection (in) 0.005 0.018 -0.038 0.014 • ADJACENT span loading over support # 2, LDF = 1.15, 1.0 Dead + 1.0 floor + 1.0 Snow Shear at Support (lbs) -1011 245 -322 453 -384 760 Max Shear at Support (lbs) -1013 262 -341 477 -411 764 Member Reaction (lbs) 1275 819 1174 Support Reaction (lbs) 1275 819 1174 Moment (Ft -Lbs) N/A -651 -39 -1080 953 -553 0 Live Deflection (in) 0.002 -0.018 0.132 -0.015 Total Deflection (in) 0.006 -0.026 0.176 -0.019 ADJACENT span loading over support # 3, LDF = 1.15, 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) • -1591 112 -50 409 -428 1200 Max Shear at Support (lbs) -1599 118 -54 432 -456 1213 Member Reaction (lbs) 1717 486 1669 Support Reaction (lbs) 1717 486 1669 Moment (Ft -Lbs) N/A -1021 -585 -676 988 -869 0 Live Deflection (in) 0.016 -0.076 0.142 -0.012 Total Deflection (in) 0.019 -0.086 0.187 -0.015 PROJECT INFORMATION: OPERATOR INFORMATION: 148 Riverbank rd. Kyle Belanger Northampton Cowls Building Supply 125 Sunderland rd. P.O. Box 9676 Amherst, MA 01059 -9676 Phone : (413) 549 -0001 Fax : (413) 549-4686 kyle @cowls.com Copyright m 2007 by iLevel(s, Federal Way, WA. TJI(a and TJ- Beam(1 are registered trademarks of iLevel+. e -I Joist"',Pro" and TJ- Pro•" are trademarks of iLevelLf. C: \Documents and Settings \Linda \Desktop \TJ Beam calcs \Salvatore, Peter \riverbank rd \2nd floor joist.sms ® / c a eve Peter Salvatore ryWeyerh.r 9 1/2" TJI® 230 @ 16" o/c TJ -Beam® 6.30 Serial Number: User:1 8/24/20098:43:29AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Paget Engine Version: 6.30.14. CONTROLS FOR THE APPLICATION AND LOADS LISTED TJ -Pro RATING SYSTEM -The TJ -Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 19/32" Panels (20" Span Rating) decking. The controlling span is supported by walls. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.37 ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by iLevel ®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical repre:3F ntative for product availability. -THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Distribution product listed above. Operator Notes: truss roof loading (6/12 pitch, 50U15D loading) floor loading (30U 10D) 6" catilever either side 2x4 and 2x6 supports where shown 27' total joist span (+ cant.) • PROJECT INFORMATION: OPERATOR INFORMATION: • 148 Riverbank rd. Kyle Belanger Northampton Cowls Building Supply 125 Sunderland rd. P.O. Box 9676 Amherst, MA 01059 -9676 Phone : (413) 549 -0001 Fax :(413)549 -4686 kyle @cowls.com Copyright © 2007 by iLevela, Federal Way, WA. TJI® and TJ -Beam® are registered trademarks of iLevel©. e -I Joist", ProTM and TJ -ProTM are trademarks of iLevel ®. C: \Documents and Settings \Linda \Desktop \TJ Beam calcs \Salvatore, Peter \riverbank rd \2nd floor joist.sms ■ e i Peter Salvatore by Weyerhaeuser 9 1/2" TJI® 230 @ 16" o/c T,1 -Beame 6.30 Serial Number: User:1 8/24/2009 8:43:28 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension: 28' 4- . i 6"." g" i" b 16' 4" C" Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Residential - Living Areas (psf): 30.0 Live at 100 % duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(plf) Floor(1.00) . 0.0 80.0 0 - 2ND FLOOR DEAD LOAD Point(plf) Snow(1.15) 840.0 252.0 0 - NORTHAMPTON SNOW LOADING . Point(Ibs) .Floor(1.00) 0 80 28' - 2nd floor dead Point(Ibs) Snow(1.15) 840 252 28' - northampton snow loading SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live /Dead /Uplift/Total 1 Stud wall 3.50" 3.50" 1438 / 542 / 0 / 1980 E2: Blocking 1 Ply 9 1/2" TJI® 230 ' 2 Stud wall 3.50" 3.50" 686 / 211 / 0 / 897 B3 None 3 Stud wall 5.50" 5.50" 1199 / 470 / 0 / 1669 El: Blocking 1 Ply 9 1/2" TWO 230 - CAUTION: Required bearing length(s) exceed the minimum shown in the iLevel® Builder's guide for single family residential applications, Limits: End supports, 3 1/2" . Intermediate supports, 3 1/2" with web stiffeners and 5 1/4" without web stiffeners. -See iLevel® Specifier's /Builder's Guide for detail(s): E2: Blocking,B3,E1: Blocking -Left cantilever reinforcement: 0.75" plywood on one side of joist - See SPECIFIER GUIDE. DESIGN CONTROLS: Maximum Design Control Result Location Shear (Ibs) 1213 1200 1530 Passed (78 %) Right OH under Snow loading Vertical Reaction (Ibs) 1669 1669 3209 Passed (52 %) Bearing 3 under Snow ADJACENT span loading Moment (Ft -Lbs) -1244 -1244 3175 Passed (39 %) Bearing 2 under Floor ADJACENT span loading Live Load Defl (in) 0,181 0.396 Passed (L/999 +) MID Span 2 under Floor ALTERNATE span loading Total Load Defl (in) 0.226 0.793 Passed (U842) MID Span 2 under Floor ALTERNATE span loading TJPro 33 30 Passed Span 2 - Deflection Criteria: STANDARD(LL:U480,TL:U240). Additional checks follow. -Left Overhang:(LL:0.200 ", TL:0.200 "). -Right Overhang:(LL:0.200 ", TL:0.200 "). - Deflection analysis is based on composite action with single layer of 19/32" Panels (20" Span Rating) GLUED & NAILED wood decking. - Bracing(Lu): All compression edges (top and bottom) must be braced at 5' 6" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate and adjacent member pattern loading. PROJECT INFORMATION: OPERATOR INFORMATION: 148 Riverbank rd. Kyle Belanger Northampton Cowls Building Supply 125 Sunderland rd. P.O. Box 9676 Amherst, MA 01059 -9676 Phone: (413) 549 -0001 Fax : (413) 549 -4686 kyle @cowls.com 'Jopyright O 2007 by iLevel®, Federal Way, WA. TJI® and TJ -Beam® are registered trademarks of iLevel ®. e -I Joist", Pro" and TJ -Pro"' are trademarks of iLevel ®. C: \Documents and Settings \Linda \Desktop \TJ Beam calcs \Salvatore, Peter \riverbank rd \2nd floor joist.sms N Job Truss ' Truss Type Qty PIy NORTHAMPTON, MA Q908253 S1 CATHEDRAL 10 1 Job Reference (optional) Truss Engineering Corp., Indian Orchard, MA 01151 7.100 s Sep 25 2008 MiTek Industries, Inc. Fn Aug 21 13:30:14 2009 Page 1 1-5-8 5 -11 -11 10 -5-13 15 -0-0 19-6-3 24 -0-5 28-6-8 30 -0-0 1-5-8 4-6-3 4-6-3 ( 4-6-3 ( 4-6-3 4-6-3 4-6-3 1-5-8 Scale = 1:52.9 \ 4x6 11 6 . 196 y 3x4 18 79 3x4 1 5 7 5x9 � ^5 5x9 4 11.- g alto \ 3x4 14 6x9 = 3x4 317 IIII� o ,_ 9 ° I[�I�� 15 13 ��- A 11 ,g, 1 i YJ 3x4 s 3x4 ; \21 "' 3x4 = ►1 3.00 12 1 2A 3x4 = 8x9 = 8x9 = 28 -0-0 1-5-8 30 -0-0 8 -2 -12 [ 1 -0-01-0-0 I I 15 -0-0 21 -9-4 28-6-8 2-0r0 6 -9-4 6 -9-4 6 -9-4 6 -93 8s-8 0-5-8 1 -0-0 Plate Offsets (X,Y): [12:0 -5 -0,0 -2-8], [16:0- 5- 0.0 -2-8] _ LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /deft Lid PLATES GRIP TCLL 30.8 Plates Increase 1.15 TC 0.58 Vert(LL) -0.27 13 -14 >999 240 MT20 197/144 (Ground Snow =40.0) Lumber Increase 1.15 BC 0.94 Vert(TL) -0.56 14 -15 >583 180 TCDL 10.0 Rep Stress Incr YES WB 0.82 Horz(TL) 0.42 12 n/a n/a BCLL 0.0 Code IRC2003/TP12002 (Matrix) Weight 117 Ib BCDL 10.0 LUMBER TC TC 2 X 4 SPF No.2 TC 2 X 4 SPF No.2 BOT CHORD LOAD CASE(S) BC BC 2 X 4 SPF No.2 12 -13 = - 318/2857 Standard BC 2 X 4 SPF No.2 11 -12 = -8/370 WB WB 2 X 4 SPF Stud WEBS WB 2 X 4 SPF Stud 2 -16 = - 512/174 BRACING 4 -16 = - 3013/432 TOP CHORD 4 -15 = - 24/232 Structural wood sheathing directly applied or 5 -15 = - 52/191 2 -10 -13 oc purlins. 5 -14 = - 779/150 BOT CHORD 6 -14 = - 180/1898 Rigid ceiling directly applied or 2 -2 -0 oc bracing. 7 -14 = - 779/150 WEBS 7 -13 = - 52/191 1 Row at midpt 8 -13 = - 24/232 4 -16, 8 -12 8 -12 = - 3013/432 10 -12 = - 512/174 REACTIONS (lb /size) 16 = 1524/0 -2 -10 (input: 0 -5 -8) NOTES (8) 12 = 1524/0 -2 -10 (input: 0 -5-8) 1) Wind: ASCE 7 -02; 100mph; TCDL=4.2psf; Max Horz BCDL= 5.Cpsf; h =25ft, Cat. 11; Exp 8; enclosed; 16 = 91(LC 7) MWFRS (low -rise) gable end zone and C -C Max Uplift Exterior(2) 0 -0-0 to 3-0-0, Interior(1) 3 -0-0 to 16 = - 215(LC 8) 12 -0 -0, Exterior(2) 12 -0 -0 to 15 -0-0, Interior(1) 12 = - 215(LC 9) 18 -0-0 to 27 -0 -0 zone; cantilever left and right Max Gray exposed ;C -C for members and forces & 16 = 1677(LC 2) MWFRS for reactions shown; Lumber 12 = 1677(LC 3) DOL =1.33 plate grip DOL =1.33 2) TCLL: ASCE 7 -02; Pg= 40.0 psf (ground FORCES (Ib) snow); Pf =30.8 psf (flat roof snow); Category 11; Maximum Compression/Maximum Tension Exp B; Partially Exp.; Ct =1.1 TOP CHORD 3) Unbalanced snow loads have been 1 -2 = - 355 /2 considered for this design. 2 -3 = - 423/37 4) This truss has been designed for a 10.0 psf 3 -17 = - 338/42 bottom chord live load nonconcurrent with any 4 -17 = - 297/52 other live loads. 4 -5 = - 3170/431 5) * This truss has been designed for a live load 5 -18 = - 2617/369 of 20.Opsf on the bottom chord in all areas 6 -18 = - 2535/380 where a rectangle 3-6 -0 tall by 1 -0-0 wide will fit 6-19 = - 2535/380 between the bottom chord and any other 7 -19 = - 2617/369 members. 7 -8 = - 3170/431 6) Provide mechanical connection (by others) of 8 -20 = - 297/50 truss to bearing plate capable of withstanding 9 -20 = - 338/40 215 Ib uplift at joint 16 and 215 Ib uplift at joint 9 -10 = - 423/35 12. 10-11 = -355/3 7) This truss is designed in accordance with the BOT CHORD 2003 International Residential Code sections 1 -16 = -7/370 R502.11.1 and R802.10.2 and referenced 15 -16 = - 318/2857 standard ANSIJTPI 1. 14 -15 = - 272/2824 8) All Plates 20 Gauge Unless Noted 13 -14 = - 272/2824 lik Job ' Truss ' Truss Type Qty 'Ply NORTHAMPTON, MA Q908253 S1SE GABLE 2 1 Job Reference (optional) Truss Engineering Corp., Indian Orchard, MA 01151 7.100 s Sep 25 2008 MiTek Industries, Inc. Fri Aug 21 13:28:59 2009 Page 1 IL 15-0-0 30 -0-0 15 -0-0 15 -0-0 Scale = 1:52.9 4x4 = 1 0 9 11 6.00 12 36 • • 37 8 12 S 7 5T7 13 ors :r ; 6 14 35 • A 5 T5 , 38 3x4 5 • 5 • • 27 876 15 • ` ; 3x4 T3 28 5x6 = 26 ST3 i 3 10040••••00000000000000000 5 T2 - 29 2s. ` ST2 =77 17 c. 2 '� • • 30 ___' W718 d 31 23 , 19 ° ' 1 'ii • 32 22 d'ili •J= L jo _ 3x4 = 3.00 12 3x4 = 34 33 21 20 5x6 = 5x6 = 1-5-8 1 -0-0 15 -0-0 28-6 -8 30 -0-0 1 -0-0 1 13-6 -8 1385 1-5-8 0-5-8 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /deft Lid PLATES GRIP TCLL 30.8 Plates Increase 1.15 TC 0.15 Vert(LL) n/a - n/a 999 MT20 197/144 (Ground Snow =40.0) Lumber Increase 1.15 BC 0.13 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Ina YES WB 0.09 Horz(TL) 0.01 20 n/a n/a BCLL 0.0 Code IRC2003/TP12002 (Matrix) Weight. 110 Ib BCDL 10.0 LUMBER ■ TC TC 2 X 4 SPF No.2 TC 2 X 4 SPF No.2 Max Grav BOT CHORD 8) ' This truss has been designed for a live load BC BC 2 X 4 SPF No.2 20 = 333(LC 3) 25 -26 = -69/121 of 20.0psf on the bottom chord in all areas BC 2 X 4 SPF No.2 28 = 278(LC 2) 24 -25 = -69/121 where a rectangle 3-6 -0 tall by 1 -0-0 wide will fit WB WB 2 X 4 SPF Stud 29 = 262(LC 2) 23 -24 = -69/121 between the bottom chord and any other WB 2 X 4 SPF Stud 30 = 267(LC 2) 22 -23 = - 70/121 members. OTHERS OTHERS 2 X 4 SPF Stud 31 = 260(LC 2) 21 -22 = -67/121 9) Provide mechanical connection (by others) of OTHERS 2 X 4 SPF Stud 32 = 283(LC 2) 20 -21 = - 74/121 truss to bearing plate capable of withstanding BRACING 33 = 169(LC 2) 19 -20 = -47/92 80 Ib uplift at joint 34, 73 Ib uplift at joint 20, 23 TOP CHORD 26 = 278(LC 3) WEBS Ib uplift at point 28, 32 Ib uplift at joint 29, 29 Ib Structural wood sheathing directly applied or 25 = 262(LC 3) 10 -27 = -222/0 uplift at joint 30, 32 Ib uplift at joint 31, 56 Ib 10 -0-0 oc pudins. 24 = 267(LC 3) 9 -28 = - 238/133 uplift at joint 32, 68 Ib uplift at joint 33, 23 Ib uplift at joint 26, 32 Ib uplift at joint 25, 29 Ib BOT CHORD 23 = 260(LC 3) 8 -29 = - 222/98 uplift at joint 24, 32 I5 uplift at joint 23, 57 Ib Rigid ceiling directly applied or 6 -0 -0 oc bracing. 22 = 283(LC 3) 7 -30 = - 226/86 21 = 169(LC 3) 6 -31 = - 223/89 uplift at joint 22 and 57 Ib uplift at joint 21. REACTIONS (lb /size) 5-32 = - 233/87 10) Non Standard beating condition. Review 34 = 237/0 -4 -12 (input: 28 -0 -0) FORCES (Ib) 4 -33 = - 181/108 required. 27 = 231/0 -4 -12 (input: 28 -0 -0) Maximum Compression/Maximum Tension 11 -26 = - 238/1::5 11) This truss is designed in accordance with the 2003 International Residential Code 20 = 237/0 -4 -12 (input: 28 -0 -0) TOP CHORD 12 -25 = - 222/91 1.1 and R802.10.2 and 28 = 206/0 -4 -12 (input 28 -0 -0) 1 -2 = -85/74 13 -24 = - 226/86 sections 29 = 202/0 -4 -12 (input: 28 -0 -0) 2 -3 = -73/59 14 -23 = -223/89 referenced d standard I 1. 30 = 204/0 -4-12 (input 28 -0-0) 3-4 = -67/96 15-22 = - 233/87 12) All Plates 20 Gaugge e Unless Noted 1 31 = 200/0 -4 -12 (input: 28 -0 -0) 4 -5 = - 41/112 16 -21 = - 181/108 LOADCASE(S) 32 = 215/0 -4 -12 (input: 28 -0 -0) 5 -35 = -16/63 2 -34 = - 211/116 Standard 33 = 145/0 -4 -12 (input: 28 -0 -0) 6 -35 = - 12/109 18 -20 = - 211/116 26 = 206/0 -4 -12 (input: 28 -0 -0) 6 -7 = 0/110 25 = 202/0 -4 -12 (input: 28 -0 -0) 7 -8 = 0/154 NOTES (12) 24 = 204/0 -4-12 (input: 28 -0-0) 8-36 = 0/201 1) Wind ASCE 7 -02; 100mph; TCDL= 4.2psf; 23 = 200/0 -4 -12 (input: 28 -0 -0) 9 -36 = 0/205 BCDL= 5.0psf; 5 =25ft; Cat. II; Exp B; enclosed; 22 = 215/0 -4 -12 (input: 28 -0 -0) 9 -10 = 0/272 MWFRS (low -rise) gable end zone and C -C 21 = 145/0 -4 -12 (input: 28 -0 -0) 10 -11 = 0/272 Corner(3) 0 -0-0 to 3 -0-0, Exterior(2) 3 -0-0 to Max Horz 11 -37 = 0/205 12 -0 -0, Comer(3) 12 -0-0 to 15 -0-0, Exterior(2) 34 = 91(LC 7) 12 -37 = 0/201 18 -0-0 to 27 -0 -0 zone; cantilever left and right Max Uplift 12-13 = 0/154 exposed ;C -C for members and forces & 34 = -80(LC 6) 13-14 = 0/110 MWFRS for reactions shown; Lumber 20 = -73(LC 9) 14 -38 = 0/109 DOL =1.33 plate grip DOL =1.33 28 = -23(LC 8) 15 -38 = 0/59 2) Truss designed for wind loads in the plane 29 = -32(LC 9) 15 -16 = - 24/112 of the truss only. For studs exposed to wind 30 = -29(LC 9) 16 -17 = -48/96 (normal to the face), see MiTek "Standard 31 = -32(LC 8) 17 -18 = -53/59 Gable End Detail" 32 = -56(LC 8) 18 -19 = -85/74 3) TCLL: ASCE 7 -02; Pg= 40.0 psf (ground 33 = -68(LC 7) BOT CHORD snow); Pf =30.8 psf (flat roof snow); Category II; 26 = -23(LC 8) 1 -34 = -47/92 Exp B; Partially Exp.; Ct =1.1 25 = -32(LC 9) 33 -34 = - 74/121 4) Unbalanced snow loads have been 24 = -29(LC 8) 32 -33 = -67/121 considered for this design. 23 = -32(LC 9) 31 -32 = - 70/121 5) All plates are 1.5x4 MT20 unless otherwise 22 = -57(LC 9) 30 -31 = -69/121 indicated. 21 = -57(LC 9) 29 -30 = 69/121 6) Gable studs spaced at 2 -0-0 oc. Max Grav 28 -29 = -69/121 7) This truss has been designed for a 10.0 psf 34 = 333(LC 2) 27 -28 = -69/121 bottom chord live load nonconcurrent with any 27 = 231(LC 1) 26 -27 = -69/121 other live loads. v CONTRACTOR Q / . TE RINTED ON 08/21/09 PAGE 1 1 _ _ v 2 �, y QUOTE # Q908253 DATE QUOTED:08 /21/09 ►`�� 181 GOODWIN ST VALID UNTIL: 09/04/09 ENGI NG PO BOX 51027 4 �a�fl►T� Job: SALVATOR rAm oniosra mu INDIAN ORCHARD, MA 01151 MANUFACTURERS OF ROOF & FLOOR TRUSSES Phone (413) 543 -1298 Fax (413) 543-1847 Toll Free (800) 456 -0187 NORTHAMPTON, MA Quote To:Cowls Building Supply, Inc. Requested By:JOE 125 Sunderland Road P.O. Box 9676 North Amherst, MA 01059 Quoted By: Brian Tetreault Attn: JOE Phone: (413) -549 -0001 Allow 2 weeks for deYvery BASED ON ORDER CONFIRMATION PRIOR TO:09/04/09 ROOF TRUSSES LOADING r TCLL- TCDL -BCLL BCDL STRESS INCR INFORMATION 40.0,10.0,0.0,10.0 1.15 ROOF TRUSS SPACING :24. IN. O.C. (TYP.) LAYOUT / / UNIT PROFILE [CITY Y TOP I BOT C SS D SPAN I SPAN � TO BOT R OL EFT CHIPPING ANT I I S HEIGHT I WEIGHT 10 6.001 3.00 S1 30 -00 -00 30 -00 -00 2 X 4 2 X 4101 -00 -00 ;01-0l)-00 07 -10-05 117 GABLE ,,,a1 u.„ 2 6.00 3.00' S1 SE 30 -00 -00 j 30 -00 -00 12 X 4 2 X 4 07 -10 -05 109 ', This quote is valid for product as listed only. The building owner /owner's agent should review this quote for dimensional accuracy and specification compliance prior to ordering. Any changes to this quote may result in a change in cost. By confirming this quote, the owner /owner's agent accepts this product as indicated by the above information and any attached shop drawings. Truss Engineering Corporation strictly adheres to the Standard Responsibilities as defined by TPI Chapter 2 and WTCA 4 -2002 (available upon request) regardless of any other project specifications (unless explictly defined otherwise in writing). DESIGNS REVIEWED ( Approved By: , Date: PO #: ✓ 11 4 , Building P ho togra phs Continuation P a g e For Insurance Company Use: Building Street Address (in cluding Apt, Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. Policy Number 148 Riverbank Road City Northampton State MA ZIP Code 01060 CompanyNAlCNumber If submitting more p hotographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." � y J� � " t .� ra. ma=r d �` .4 " ., S 5' ,... 1, 4 7, ,,,,,,..„,,,f..,_,.,i,,, , j � 4 1 y - �' a.`... ' � .op <i1 � A. w � - Z � „ y' - fl ..''''''' �\ a '? ' --; i 1..!: . ,, .. " - -.,-: '. ,„-*- a ,,,:f:',...'-', a '-',.:754'''',*.:, ` ' t `" 3 va. ,x' w f ' t V ,k . _ y � - e i _ '- ,1_aea" ��a� -.. sw .. ' s ae so ti - „_ 'k` ` ate?" 3 0 w _ q.. .. ,: , .7*!:. ..roves , . Right Front Buildi Photographs S Instr f Item A6. For Insurance Company U Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. Policy Number 148 R Road City Northampton State MA ZIP Code 01060 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood hs in affix at least two b photographs below according to the instructions for Item A6. Identify all photograp with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. ° s �t _ f , 7, a '1.,:'. , t _ fir". • f � i +a{ `ga 4 j J e '}= ` ' ,+' ` ' • c .r �_ .. - ►` s ate: . ti't a y - a .. �O ., j � ` ..., Ali.. v .� � t s ' « a . roar wr r ''''1,.1'. _ ' � a 3 tai ", �,� A' � � 1 ,l � � j r t ( , bt t � • A I �:. S $ F 'L `. J ,� £ . � A. � ;l am � �? J , T ' a f p t e�rr a + +P ry er + ..- J iw' , fig} a _ ■ �. .., i �' I t a x - �� • � 'c �'.' w K . L i r a.`a . Gam . �.. " �* a e�� - • � � �', �,Q t -y am . . � \ , as y ct " 7 a�` 5 Nt?' Y 4 . � r�`"4t , a� '"RA F :� � , , 7 � y V � '''''41!k-A4:!4-:4.:n1-41"!11°''.':''' ��� � �, c tea � ��� a � ': . � a � � " � e ` � '� �r � C � � �. ' aF.�. : �, ��.', '':� as, . k ti a �i � " V ' ' a • '' a.0" ^ : 3 � "'�, s .at.. ,,- � c4 � .� = x t. ''' x V '� ., �, .st : it k ,z'' � e� a a ' „ .'"'w1M+_---8"^"41.17- ....ws ,. - 'w ;>? '.�y, ,s�� a �a'.. i — , a W_, _.,...�.,,.. .E�"""`""_ AY � -.r ,. . " - Right Side IMPOR ANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. Policy Number 148 Riverbank Road City NorthamptonState MA ZIP Code 01060 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments Lowest elevation of machinery is the bottom of the water heater in the basement. There is an electrical panel in the basement that is at 120.4 and a furnace that is at 118.1 Signature Date 02/04/10 ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6 -9 with permanent flood openings provided in Section A Items 8 and /or 9 (see pages 8 -9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. 01. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum 010. Community's design flood elevation ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81 -31, Mar 09 Replaces all previous editions • U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660 -0008 Federal Emergency Management Agency Expires March 31, 2012 National Flood Insurance Program Important: Read the instructions on pages 1 -9. SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name Peter M. Salvatore Policy Number A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. Company NAIC Number 148 Riverbank Road City Northampton State MA ZIP Code 01060 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Hampshire County Registry of Deeds Book 6371, Page 117 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) Residential A5. Latitude /Longitude: Lat. 42 °19'56.08" Long. 72 °36'49.55" Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 2 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) sq ft a) Square footage of attached garage sq ft b) No. of permanent flood openings in the crawlspace or b) No. of permanent flood openings in the attached garage enclosure(s) within 1.0 foot above adjacent grade within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b sq in c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? ❑ Yes ❑ No d) Engineered flood openings? ❑ Yes ❑ No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State 250167 Hampshire MA B4. Map /Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 0002 A Date Effective /Revised Date Zone(s) A0, use base flood depth) April 3, 1978 April 3, 1978 A13 125.0 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR /AH, AR /AO. Complete Items C2.a -h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized MassHighwav 185 \MN RM1 Vertical Datum NGVD29 Conversion /Comments Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 116.2 ® feet ❑ meters (Puerto Rico only) b) Top of the next higher floor 125.3 ® feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) ❑ feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) ❑ feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 116.5 ® feet ❑ meters (Puerto Rico only) (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 118.8 ® feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade next to building (HAG) 118.9 ® feet ❑ meters (Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs, including ❑ feet ❑ meters (Puerto Rico only) structural support SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. / certify that the information on this Certificate represents my best efforts to interpret the data available.) n 1;_.tilr.'�:?,q,.:9.,a,, understand Check here if comments are e o may be punishable o b o e n fine or ere and lon 1 i u d e in Section Section by a p t , V F, ' p 9� p Y y � `t� licensed land surveyor? ® Yes ❑ No � w ° FI Certifier's Name Randall E. Izer License Number 35032 ?, HARE y g } y 4 ' fl Title President Company Name Harold L. Eaton & Associates, Inc. 41 fi Air Address 235 Russell Street City Hadley State MA ZIP Code 01035 �{ " y '' Signatur� Date February 4, 2010Telephone 413 - 584 -7599 w ' FEMA Form 81 - 31, Mar 09 See reverse side for continuation. Replaces all previous editions Assessors Office - City of Northampton Page 1 of 1 y 0 alo M',th tis ! ,fit rs aoten.t. City of Northampton, MA: Residential Property Record Cara. New Search Property Type Classification Code Reference Card 1 of 1 Parcel - Location - Zoning - Assessment Map -Block -Lot: 25 - 008 -001 Zoning: Assessment: Location: 148 RIVERBANK RD Neigborhood: 20 Land: 63,100 #Living Units: 1 Deed Book: 6371 Building: 75,400 Class: R -101 Deed Page: 117 Total: 138,500 Dwelling Information Building Sketch Style: Other Year Built: 1937 Story Height: 1 Attic: None Descriptor /Area Basement: Full A:1 Fr /8 � 0 400 sqft Total Rooms: 3 B:EFP Bedrooms: 1 6 2n 6 120 sgft Full Baths: 1 20 Half Baths: 0 Exterior Walls: Alum/Vinyl Unfinished Area: 0 Ground Floor Area: 400 1 FdB Total Living Area: 400 20 t t 20 Finished Basement Living Area: 0 X 0 Basement Recreation Area: 0 X 0 Woodburning Fireplace Stacks /Openings: 0 / 0 Metal Fireplace Stacks /Openings: 0 / 0 20 Heat/Central A/C: Basic Heating System: Stream Fuel Type: Oil Quality Grade: C Physical Condition: Average Interior /Exterior: Same Addition Information: Condition/Desirability /Utility: AV 1 J http : / /www.northamptonassessor.us / 2/9/2010 • eve 22 FT RIDGE BEAM 3 Pcs of 1 3/4:' x 18" 1.9E Microilam® LVL TJ -Beam® 6.35 Serial Number: 7005120936 User:1 4/29120092:20:38PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 2 Engine Version: 6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 21' 8.00" ^ Max. Vertical Reaction Total (lbs) 7473 7473 Max. Vertical Reaction Live (lbs) 5500 5500 Required Bearing Length in 3.35(W) 3.35(W) Max. Unbraced Length (in) 116 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 1651 -1651 Max Shear at Support (lbs) 1943 -1943 Member Reaction (lbs) 1943 1943 Support Reaction (lbs) 1973 1973 Moment (Ft -Lbs) 10523 Loading on all spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) 6255 -6255 Max Shear at Support (lbs) 7359 -7359 Member Reaction (lbs) 7359 7359 Support Reaction (lbs) 7473 7473 Moment (Ft -Lbs) 39863 Live Deflection (in) 0.549 Total Deflection (in) 0.746 PROJECT INFORMATION: OPERATOR INFORMATION: CHRIS THORTON Joe Baillargeon 148 RIVERBANK RD Cowls Building Supply NORTHAMPTON, MA p.o. box 9676 North Amherst, MA 01059 Phone : (413) 549 -0001 Fax : (413) 549 -4686 joe@cowls.com Copyright © 2009 by iLevelt, Federal Way, WA. Microilam® is a registered trademark of iLevel ®. • 1 eve 22 FT RIDGE BEAM 3 Pcs of 1 3/4" x 18" 1.9E Microllam® LVL TJ -Beam® 6.35 Serial Number: 7005120936 User: 1 412920092.20:37PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version: 6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0112 Roof Slope2.5/12 b 22' b AU dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 10' Primary Load Group - Snow (psf): 50.0 Live at 115 % duration, 15.0 Dead SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.35" 5500 / 1973 / 0 / 7473 L1: Blocking 1 Ply 1 1/4" x 18" 1.3E TimberStrand® LSL 2 Stud wall 3.50" 3.35" 5500 / 1973 / 0 / 7473 L1: Blocking 1 Ply 1 1/4" x 18" 1.3E TimberStrand® LSL -See iLevel® Specifier's/Builder's Guide for detail(s): L1: Blocking DESIGN CONTROLS: Maximum Design Control Result Location Shear (Ibs) 7359 -6255 20648 Passed (30 %) Rt. end Span 1 under Snow loading Moment (Ft -Lbs) 39863 39863 66849 Passed (60 %) MID Span 1 under Snow loading Live Load Defl (in) 0.549 0.722 Passed (L/474) MID Span 1 under Snow loading Total Load Defl (in) 0.746 1.083 Passed (L/349) MID Span 1 under Snow loading - Deflection Criteria: MINIMUM(LL:L/360,TL:L240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 9' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by iLevel ®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability. - THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Distribution product listed above. -Note: See iLevel® Specifier's/Builder's Guide for multiple ply connection. Operator Notes: 50/15 ROOF LOAD @ 10' TRIB PROJECT INFORMATION: OPERATOR INFORMATION: CHRIS THORTON Joe Baillargeon 148 RIVERBANK RD Cowls Building Supply NORTHAMPTON, MA p.o. box 9676 North Amherst, MA 01059 Phone : (413) 549 -0001 Fax : (413) 549 -4686 joe @cowls.com Copyright 2009 by iLevel®, Federal Way, WA. Microllam® is a registered trademark of iLevel ®. Louis Hasbrouck From: Bruce Young Sent: Tuesday, April 21, 2009 2:44 PM To: Louis Hasbrouck Subject: 148 Riverbank Road Hi Louis, I've looked at the plans for the dormer addition for 148 Riverbank Road. The project, as described, is a second floor project with no change to existing footprint and no large equipment. The project does not need a conservation permit for second floor roof addition. Best, Bruce Bruce W. Young Land Use and Conservation Planner /Senior Community Preservation Planner City of Northampton, Office of Planning and Development 210 Main Street, City Hall, Room 11 Northampton, MA 01060 (413) 587 -1263 / fax (413) 587 -1264 www.NorthamptonMA.gov 1 X3 5 File No. PhD 9 4) � , J CA' 1 . 7 It Please type or print all information and return this form to the Building Inspector's Office with the $.5 filing fee (check or money order) payable to the City ofNorthampton 1. Name of Applicantlrf� 5irk04 Address: ISC7 s vt Ilk /00 r (,1 . A Telephone: S te`( 2. Owner of Property: \Ef Address: Telephone: 5(1, ��Y Q 2 C 3. Status of Applicant: Owner ontract Purchaser Lessee Other • ;explain) 4. Job Location: , .: tzqkr x=" =i c E 6 � Mme $ o fib 5. Existing Use of Structure /Property: 6. Description of Proposed Use /Work /Projec /Occupation: Use add'tional sheets if necessary): 7. Attached Plans: Sketch Plan Site Plan Engineered /Surveyed Plans 8. Has a Special Permit /Variance /Finding ever been issued for /on the site? NO v DONT KNOW YES IF YES, date issued: IF YES : Was the permit recorded at the Registry of Deeds? NO V DONT KNOW YES IF YES: enter Book Page and /or Document # 9.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 lo be obtained Obtained date issued: (Form Continues On Other Side) 8/4/2004 W:\ Documents \FORMSloriginal\Building- Inspector\ Zoning - Permit- Application - passive.doc File # MP- 2009 -0083 APPLICANT /CONTACT PERSON SALVATORE PETER M ADDRESS/PHONE 150 RIVERBANK RD (413) 584 -0264 0 PROPERTY LOCATION 148 RIVERBANK RD MAP 25 PARCEL 008 001 ZONE SC(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ' ZONING FORM F LLED OUT �� � Fee Paid vV Building Permit Filled out Fee Paid Typeof Construction: ZPA - ADD DORMER New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 3 sets of Plans / Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PREN'fED: 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 Se is Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commiss•. Permit DPW Storm Water ■ ana • ment Signature of l n ing Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health, Conservation Commission, Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact the Office of Planning & Development for more information. File # BP- 2009 -0902 APPLICANT /CONTACT PERSON SALVATORE PETER M ADDRESS /PHONE 150 RIVERBANK RD NORTHAMPTON (413) 584 -0264 Q PROPERTY LOCATION 148 RIVERBANK RD MAP 25 PARCEL 008 001 ZONE SC(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out � 4/0 r�✓ 3 D Fee Paid O� Typeof Construction: ADD DORMER (BEDROOM) New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 3 sets of Plans / Plot Plan TH FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON IN ORMATION PRESENTED: A pproved 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 Commission _ Permit DPW Storm Water Management Demolition Delay Signature of Building Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health, Conservation Commission, Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning & Development for more information. HOME OWNER EXEMPTION ACKNOWLEDGEMENT The State of Massachusetts allows the homeowner the right under 780CMR 108.3.4 to act as his/her construction supervisor. The state defines "Homeowner" as, " Person(s) who owns a parcel on which he /she resides or intends 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 home owner." The building department for the City of Northampton wants person(s) who seek to use the home owner exemption, to act as their own construction supervisor, to be aware that by doing so you become responsible for compliance with state building codes and regulations. The inspection process requires that the building department be called to inspect work at various stages, which include foundation /footings (before backfill), sonotube holes (before pour). a rough building inspection (before work is concealed), insulation inspection (if required) and a final building inspection. The building department requires these inspections before the work is concealed, failure to secure these inspections can result in failure to obtain a certificate of occupancy until the work can be inspected. If the homeowner hires other trades to perform work (electrical, plumbing & gas) the homeowner will be responsible to make sure that the trades hired secure their proper permits in conjunction to the building permit issued, and that they get their required inspections. Failure of the individual trades to secure the permits and inspections as required can DELAY the project until such time as the proper permits and inspections are made I, understand the above. (Home owner /resident's signature requesting exemption) I will call to schedule all required building inspections necessary for the building permit issued to me. Date Address of work location w.- ` The Commonwealth of Massachusetts Department of Industrial Accidents — ,- Office Of Investigations t ` 600 Washington Street Boston, MA 02111 =,� -� www.mass.gov /dia Workers' Compensation Insurance Affidavit: Builders /Contractors/Electricians /Plumbers Applicant Information Please Print Legibly - _—Name ( Business /Organization/Individual): 'Rake, ma c/ ,g Address: /5-71 f i 04,AA L ( e,,,� City /State /Zip: A , ..2,,,,f r / OI (3 Phone #: _ �, _ Are you an employer? Check the appropriate box: Type of project (required): 1. ❑ I am a employer with 4. ❑ I am a general contractor and I employees (full and/or part- time).* have hired the sub - contractors 6. ❑ New construction listed on the attached sheet. 7. ❑ Remodeling 2. El I am a sole proprietor or partner- ship and have no employees These sub - contractors have g, ❑ Demolition working for me in capacity. employees and have workers' g any P tY $ 9. ❑ Building addition [No workers' comp. insurance comp. insurance. required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.1 I am a homeowner doing all work officers have exercised their 11. ❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.] t c. 152, § 1(4), and we have no employees. [No workers' 13. ❑ Other comp. insurance required.] *Any applicant that checks box #1 must also fill out the section below showing their workers' compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. 'Contractors that check this box must attached an additional sheet showing the name of the sub-contactors and state whether or not those entities have employees. If the sub - contractors have employees, they must provide their workers' comp. policy number. I am an employer that is providing workers' compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: _ Policy # or Self -ins. Lic. #: Expiration Date: Job Site Address: City /State /Zip: Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one -year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cert under the pains and penalties ofperjury that the information provided above is true and correct. Sinnature: .. , r ' . - �%1J�- 3 D ate : �' 'L /— C I' Phone #: (//3 c ( G Z ( ( f Official use only. Do not write in this area, to be completed by city or tow n offcciaL City or Town: Permit/License # Issuing Authority (circle one): 1. Board of Health 2. Building Department 3. City /Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone #: SECTION 8 - CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder : License Number Address Expiration Date Signature Telephone 9. Registered Home.lmprouementContractor ; F 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 ❑ 11..— .. Home Owner th.1. Sion 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 r+� SECTION 5- DESCRIPTION OF PROPOSED WORK (check all applicable) New House ❑ Addition Lj Replacement Windows Alteration(s) n Roofing n Or Doors D Accessory Bldg. ❑ Demolition ❑ New Signs [❑] Decks [[7 Siding [❑] Other [❑] Brief Des ption of Proposed Work: P eep er I rf i � k C S� —� d St� / Alteration of existing bedroom Yes No Adding new bedr6om l/ Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll - Sheet 6a. If New house and or addition to existing housing, complete the following: 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 54 7 a/2( 7 d. Proposed Square footage of new construction. Dimensions e. Number of stories? 2. f. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? 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 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 proporty hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner_ __ — _ -- - -_ -- Date ( I A. / , as Owner /Authorized Agefit hereby de are 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. 1 /e .Sp -/VJ(2 Print Name i ature of Owner /Agent ^-' Date •6.+m • Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by \ Building Department Lot Size ._„ _ _ ..____.._ _. ,w__.. ..1 Frontage _,... . Setbacks Front Side / Rear __ _. __ _ __. b Building Height Bldg. Square Footage % _ .._. Open Space Footage (Lot area minus bldg & paved. parking) # of Parkin• :.aces Fill: (volume & Location) A. Has a Special Permit /Variance /Finding ever been issued for /on the site? NO 0 DONT KNOW Q YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW YES 0 IF YES: enter Book Page and /or Document # B. Does the site contain a brook, body of water or wetlands? NO 0 DONT KNOW co YES 0 ■ IF YES, has a permit been or need to be obtained from the Conservation Commission? /\') of D Needs to be obtained Obtained 0 , Date Issued: , C. Do any signs exist on the property? YES 0 NO 0 IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property ? YES 0 NO 9 IF YES, describe size, type and location: ._ _.. E. Will the construction activity disturb (clearing, grading, excavation, or filling) over 1 acre or is it part of a common plan that will disturb over 1 acre? YES 0 NO '�`® IF YES, then a Northampton Storm Water Management Permit from the DPW is required. . artrrt0nt use on(y City of Northampton S tar o e rm, f Building Department Cu CutlDriVearya esm ! 212 Main Street S e rerl Se i. ate% Room 100 Wa ' h, y —=,',---7,-1,-,''':',---'''' ' s Northampton, MA 01060 Tian Set +l phone 413- 587 -1240 Fax 413- 587 -1272 PIo/Sit e f� fi Oth S peaf"jr, APPLICATION TO CONSTRUCT, ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 - SITE INFORMATION 1.1 Property Address: This section to be completed by office f (iV'`Ue/ N—(A\( �� Map Lot Unit O 1 f , Q i t � t LAA 0 (- c.E, Zone Overlay District M Elm St District CB District SECTION 2 - PROPERTY OWNERSHIP /AUTHORIZED AGENT ' 2.1 Owner of Record: It /3 �t • u�r1 11\ 1Z4 N a (Print) Current ailin Address: y • tir 3 shy c52G / - / t c Tel ephone i. ature 2.2 Authorized Agent: Name (Print) Current Mailing Address: Signature Telephone SECTION 3 - ESTIMATED CONSTRUCTION COSTS f Item Estimated Cost (Dollars) to be Official Use Only J J completed by permit applicant 1. Building (a) Building Permit Fee 2. Electrical (b) Estimated Total Cost of Construction from {6) r 3. Plumbing Building Permit Fee 5 i 4. Mechanical (HVAC) —� X \\ 5. Fire Protection 6. Total = (1 + 2 + 3 + 4 + 5) l S ClC)C.+ Check Number l' t3 t' l6 2-= j, C' This Section For Offic Use Only Permit Number: Date Buildin Building Issued` Signature: Building Commissioner /Inspector of Buildings Date cow < 50 °7a , � r) - .p (4 ) ec E - 0 � 1 .n. o ri r� � if/LS ,'g ep' 6 A i _7 2 - 9 , 0 }tE — - ;n r7A 6iJ (4' :1437/5-0° File # BP- 2009 -0902 APPLICANT /CONTACT PERSON SALVATORE PETER M ADDRESS /PHONE 150 RIVERBANK RD NORTHAMPTON (413) 584 -0264 0 PROPERTY LOCATION 148 RIVERBANK RD MAP 25 PARCEL 008 001 ZONE SC(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out jj � Fee Paid 2 y 7 ! 76' . / a Typeof Construction: ADD 2ND FLR BEDROOM New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 3 sets of Plans / Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INF9I4MATION 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 Commission Permit DPW Storm Water Management molition Delay �cial Date N lrmit does not relieve a applicant's burden to comply with all zoning squired permits from Board of Health, Conservation Commission, Department 'cable permit granting authorities. ..ise applicants who meet the strict standards of MGL 40A. Contact Office of more information. 148 RIVERBANK RD BP- 2009 -0902 GIS #: COMMONWEALTH OF MASSACHUSETTS Map B1 ck: 25 - 008 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: ADDITION BUILDING PERMIT Permit # BP-2009-0902 Project # JS- 2009 - 001228 Est. Cost: $15000.00 Fee: $176.40 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: Homeowner as Contractor Lot Size(sq. ft.): 18905.04 Owner: SALVATORE PETER M Zoning: SC(100)/ Applicant: SALVATORE PETER M AT: 148 RIVERBANK RD Applicant Address: Phone: Insurance: 150 RIVERBANK RD (413) 584- 0264 0 NORTHAMPTONMA01060 ISSUED ON:2/9/2010 0:00:00 TO PERFORM THE FOLLOWING WORK:ADD 2ND FLR BEDROOM POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House # Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace /Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 2/9/2010 0:00:00 $176.40 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Building Commissioner - Anthony Patillo