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Home My WebLink AboutTRUSS PAPERWORKFLORIDA QUALITY TRUSS 7100 S.E BRIDGE ROAD To: DehveU List ROBE SOUND, FL 33455 Liberty Home Builders Job Number: Phone: 772 545 3950 Fax: 772 520 9874 Addition Page: 1 Date: 07-10-2009 - 9:07:27 AM Project: 1535 HW Buttonbush Vill1geck No: Model: Lot No: Project ID: 29HS036 Contact: Site: Office: Deliver To: Account No: Designer: Hasan Name: Phone: Salesperson: SCANNED Quote Number: BY TentativeDelivery Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: LOH ROH 7-3-9 6 M11 11-2-0 MONO TRUSS 5.75 3-0-0 0-0-0 85 @s. each 2XW2X4 I Row Lat Brace 0.00 6-3-2 1 BH9 11-2-0 MONO HP 5.75 3-0-0 0-0-0 :::::::# 89 IS. each 2X6@X4 0.00 1 HH7 11-2-0 MONO HIP 5- 3-10 5.7575 3-0-0 0-0-0 / 81 lbs. each 2X62X4 0.00 1 HJ7 9-10-13 MONO TRUSS 3-5 4.07 a-z-is 0-0-0 4 69 lb& each 2X6f2X4 0.00 3 E,i7 7-0-0 MONO TRUSS 5-3-10 5.7575 3-0-0 0-0-0 5 50lbs. each 2X612X4 0,00 4-2 2 CJ5 5-0-0 MONO TRUSS 5.75 3-0-0 0-0-0 6 291bs. each 2X6/ZX4 0.00 -4-10 2 CD 3-0-0 MONO TRUSS 5.75 3-0-0 0-0-0 7 21 lbs. each 2X6/2X4 2 CJ1 1-0-0 MONO TRUSS3-0-0 0-0-013 8 lbs. each 2X62X4 3 V22 22-2-0 VALLEY ;5.775 0-0-0 0-0-0 9 96lbs. each 1 V22A 8916s. each1 22-2-0 VALLEY-o -0-0 10 ® V22B 75 lbs. each 22-2-0 VALLEY 0.00 _ _ _0_0 11 3 V10D 10-5-4 VALLEY 5-0-0 -5.75 0-0-0 0-0-0 411bs. each 0.00 12 1 V10C 10-5-4 VALLEY -9-8 -s.7s o-o-o 0-0-0 13 42 lbs. each 0.00 10-0 1 V10B 10-5-4 VALLEY 5.75 0-0-0 0-0-0 14 391bs. each 0.00 10-8 ® 1 V10A 10-5-4 VALLEY 5.75 0-0-0 -0 too 15 351bs. each 0.00 1-11-0 ® 1 VS 8-0-0 VALLEY 5.7s o-o-o 0-0-0 16 251bs. each 0,00 I1-8 1 V4 4-0-0 VALLEY 5.75 0-0-0 0-0-0 17 ® 101bs. each 0.00 Job Truss Truss Type Qty plyLiberty Home Bldrs / Addition 29HS036• M11 MONO TRUSS 6 1 Job Reference optional) HASAN FL QUALITY TRUSS, HOBE SOUND, FL 3345S9733 7.130 s Apr 282009 MiTek Industries, Inc. I'd Jul 10 09:04:16 2009 Pagel -3-0-0 5-6-9 i i 11.2-0 3-0-0 5-6-9 i 5-7-7 2:4 It swe=1:32. 4 5.]5 12 B 9X4 3 T1 Bx6 i 2 rl 1 L:JBI 5 ] 4.= 5 2x411 3x4= i 5-6-9 11-2-0 55.9 i 5-7-7 i Plate Offsets X 2:0-1-0 0.2-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loci VdeB Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.74 Vert(LL) -0.02 55 >999 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.25 Vert(TL) -0.06 5-6 >999 240 BCLL 10.0 Rep Stress Incr NO WB 0.39 Horc(TL) 0.00 5 Na n/a BCDL 10.0 Code FBC2007/-P2002 (Matrix) Weight: 86 lb LUMBER BRACING TOP CHORD 2 X 6 SYP N0.213 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2 X 4 SYP No.2ND except end verticals. WEBS 2 X 4 SYP No.3'Except• BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. EV1: 2 X 6 SYP No.2D 'WEBS 1 Row at midpt 45 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Iblsize) 5=558/0-1-5 (input: 0-8-0), 7=862/0.1-8 (input:0-8-0) Max Ho¢ 7=591(LC 2) Max Uplift5=-413(LC 2), 7=572(LC 2) FORCES (lb)- Maximum Compression/Maximum Tension TOP CHORD 1-2=0/101, 2-3=-600/0, 3-8=-123(0, 4-8=-110/53, 45=-165/248, 2-7=758/596 BOT CHORD 6-7=40/0, 55=291/462 WEBS 3-6=0/124, 35=-528/338, 25=-292/511 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exn edor(2 I- to -0-1-0, Interior(1) -0-1-3 to 6-95, Exterior(2) 6-9-5 to 11-0-4; Lumber DOL=1.25 plate grip 1 5 NOTES �� 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 Ib i 5 and 572 uplift at joint 7. LOAD CASE(S) Standard Job Truss Truss Type Plv Liberty Home Bldrs / Addition AHS036 • HH9 MONO HIP �Qty 1 Job Reference (optional) HASAN FL QUALITY TRUSS, HOBE SOUND, FL 33455-9733 7.130sApr 282009 MRek Industries, Inc. Fri Jul 1009:04:152009 Page 3 0 55-9 9-0-0 11-2-0 I 3-0-0 55-9 I I 3-5-7 2-2-0 Sx6= 2.411 sole=128 4 5 tt Wit 3 5.75 12 e T1 sxs4 W1 2 �1rt- 7 5 4xe= 9x1=6 2x61 4-7-12 11-2-0 4-7-12 6-6-4 Plate Offsets X 2:0-2-12 0-1-12 4:0-3-0,0-2.1 LOADING (psi) SPACING 2-M CSI DEFL in (loc) Ildefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.74 Vert(LL) -0.02 6-7 >999 360 M1120 2491190 TCDL 15.0 Lumber Increase 1.25 BC 0.20 Vert(TL) -0.06 6-7 >999 240 BCLL 10.0 Rep Stress Incr NO WB 0.23 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC20077rP12002 (Matrix) Weight: 90 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.2D'Eccopt• TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, T2: 2 X 4 SYP No.2ND except end verticals. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 6-M oc bracing. WEBS 2 X 4 SYP No.3 *Except* MiTek recommends that Stabilizers and required cross EV1: 2 X 6 SYP No.2D bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 6=558/0-1-8 (input: 0-8-0), 8=862/0-1-8 (input: 0-8-0) Max Horz 8=544(LC 2) Max Uplift6=-415(LC 2), 8=-638(LC 2) FORCES (lb)- Maximum Compression/Maximum Tension TOP CHORD 1-2=0/101, 2-9=581/58, 3-9=-448179, 3-0=-548/254, 45=-17/0, 5-6=-75/60, 2-8=-757/663 BOT CHORD 7-8=-21/53, 6-7=-150/170 WEBS 3-7=-285/354, 4-7=-282(499, 45=-415/406, 2-7=283/448 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=5.OpsC BCDL=5.Opsf; h=25ft; Cat. 11; E p, B; enclosed; C-C Exterior(2) -3-1-3 to-0-1-3, Intedor(1) -0-1-3 to 4-7-12, Ededor(2) 4-7-12 to 8-10.11; Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 I dt at joint 38 0 uplift LOAD CAASES) S) Standard CASE(S) F I IN 111111 Y 9 f Jog Truss Truss Type Dty Ply Liberty Home Bldrs / Addition HH7 2gHS036' :] MONO HIP 1 1 Job Reference (optional) HAS AN FL QUALITY TRUSS, HOSE SOUND, FL 33455-9733 7.130 s Apr 28 2009 MiTek Industries, Inc. Fit Jul 10 09:04:14 2009 Page i -3-0-0 7-0-0 11-2-0 I i 3-0-0 7-0-0 4-2-0 s.s= Sm'e =1:24. us- 3 0 10 4 n 5.75 F2 8 Wt T1 Wa 2 1 B1 LE 6 11 12 55= 7 5 3x511 3x5II 7-0-0 11-2-0 7-M 4-2-0 Plate Offsets X Y : 2:0-2-12 0-1-12 3:0-4-0 0-2-81. 14:Ed a 0-1-8 5:0-3-4 0-1-8 6:0-4-0 0-2-12 7:0-3-4 0-1-8 LOADING (psf) SPACING 2-M CSI DEFL in (loc) Udefl L/d —[� PLATES GRIP TOLL 20.0 Plates Increase 1.25 TC 0.74 Vert(LL) -0.04 6-7 >999 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.35 Vert(TL) -0.10 6-7 >999 240 BCLL 10.0 Rep Stress Inv NO WB 0.71 Horz(TL) 0.00 5 n/a n!a BCDL 10.0 Code FBC2007JTP12002 (Matra) Weight: 81 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.2D *Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, T2: 2 X 4 SYP No.2ND except end verticals. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0-0 no bracing. WEBS 2 X 4 SYP No.3'EMifek recommends that Stabilizers and required cross EV7: 2 X 6 SYP No.2D .2D bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Iblsize) 5=937/0-1-8 (input: 0-8-0), 7=1148l0-1.10 (input: 0-8-0) Max: Hoe 7=484(LC 2) Max Uplift5=-1102(LC 2), 7=-1069(LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/101, 2-8=-1009/759, 3-8=-881/786, 3-9=-797/820, 9-10=-797/820, 4-10=797/819, 45=-m/1107, 2-7=-999/1098 BOT CHORD 6-7=149l207, 6-11=-26/7, 11-12=-26/7, 5-12=-26/7 WEBS 3.6=0/134, 4-6=-1205/1194, 2-6=-085/592 NOTES 1) Wind: ASCE 140mph (3 gust); TCDL=5.OpsF, BCDL=5.Opsf; h=25ft; Cat. II; Exp B; enclosed; C-C Automatic; Lumber DOL=1.25 plate grip DOL=1.25 1.2 OL=1. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanl I upl' t 5 aC10691buplift �� at joint 7. 4) Hanger(s) or other connection device(s) shall be provided sufficient to support concent d to s 1 t 9-027 lb up at 10-5-4 on top chord, and 857lb down and 958 lb up at 7-0-0, and 30 lb down at 9-0-12. and 30 Ib down at 10-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=70, 2-3=70, 3-4=-70, 5-7=-00 Concentrated Loads (Ib) Vert: 6=-857(9) 9=127(B) 10=127(B)11=30(B) 12=-30(B) is r Job Truss Truss type Fly Liberty Home Bldrs / Addition 29HS036' HJ7 MONO TRUSS �Qty 1 1 Job Reference (optional) HASAN FL QUALITY TRUSS, HOBE SOUND, FL 33455.9733 7.130 s Apr 28 2009 MITek Industries, Inc. Fri Jul 10 09:04:15 2009 Page -4-2-15 4-0-0 9-10-13 11-0-0 I I i 4.2-15 1-0-0 5-10-13 scab=121. 4 4.m u ap<4- s ae z ev1 LI 10 11 8 l] p U4= 5 9411 3K4= 1-0-0 40-0 9-10-13 1-0-0 3-0-0 5-10-13 Plate Offsets X Y : 2:0-2-00-1-8 6:0-1-7 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdell L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.24 Vert(LL) 0.26 6-7 >442 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.80 Vert(TL) -0.30 6.7 >376 240 BCLL 10.0 Rep Stress Incr NO WB 0.52 Horc(TL) -0.00 8 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 69lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 6-M oc puriins. BOT CHORD 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 7-8-13 oc bracing. WEBS 2 X 4 SYP No.3 *Except* MITek recommends that Stabilizers and required cross EVi: 2 X 8 SYP SS bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS (lb/size)1=127/0.1-8 (input: 0-1-0), 4-299/Mechaniml, 8=23210-1-8 (input: 0-11-5), 6=825/Mechanical Max Horz 4=361(LC 1). 6=485(LC 2) Max Uplift1=105(LC 2). 4=214(LC 2), 8=-448(LC 2), 6=-774(LC 2) FORCES ( Maximum Compression/Maximum Tension TOPCHORD1-2=-31/60, 2-3=-388/443, 3-4=24 nV BOT CHORD 8-9=0/0, 7-9=0l0, 7-10=-282/331,1, 10-110-11=-282/331, 6-11=-282/331, 5-6=0/0 WEBS 3-7=-256/134, 3-6=•743/824, 2-8=514/439, 2-7=293/343 FILE NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II: Fxp B; enclosed; C-C Interior(1); Lumber DOL=1.25 plate grip DOL=1.25 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 3) Refer to girder(s) for truss to truss connections. 4) Bearing atjoint(s) 1 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 lb uplift at joint 1, 214lb uplift at joint 4, 448 lb uplift at joint 8 and 774 lb uplift at joint 6. - 7) Non Standard bearing condition. Review required. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 220 lb up at 1.5-12, 220 lb up at 1-5-12. 24lb up at 4-3-11, 24 lb up at 4-3-11, 142 lb down and 224 lb up at 7-1-10, and 142lb down and 224 lb up at 7-1-10, and 315 lb down and 310 lb up at 9-10-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard ' 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 1 Uniform Loads (pit) \. Vert: 1-4=-70, 5-8=-40 Concentrated Loads (lb) Vert: 6=-315(B) 9=441(F=220, B=220) 10=48(F=24, 8=24) 11=-285(F=-142, B=142) Job Truss Truss Type Oty Ply Liberty Home Bldrs / Addition 29HS036' EJ7 MONO TRUSS 3 1 Job Reference (optional) HASAN FL QUALITY TRUSS, HOBE SOUND, FL 33455-9733 7.130 s Apr 28 2009 MTek Industries, Inc. Fri Jul 10 09:04:14 2009 Page -3-0-0 5-6-9 7-0-0 3-0-0 5-8-9 1-5-7 sae=lss. 4 2x4 It 3 5J5 12 5 T1 5X5 i Wt 2 EV1 IX3 1 B1 e 5 T 35- 5x511 5-6-9 7-M 5-6-9 1-5-7 Plate Offsets X,Y : 2:0-2-12 0-2-12 , 6:0.2-0 g-1-8 , :0-3-0 0-1-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.78 Vert(LL) -0.05 6-7 >999 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.30 Vert(TL) -0.13 6-7 >612 240 SCLL 10.0 Rep Stress Ina NO WB 0.11 Horz(fl-) -0.00 5 n/a n1a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) _ Weight: 51 lb LUMBER BRACING TOP CHORD 2 X 6 SYP N0.213 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, BOT CHORD 2 X 4 SYP No.2ND except end verticals. WEBS 2 X 4 SYP No.3 *Except- BOT CHORD Rigid ceiling directly applied orb -O oc bracing. EV1: 2-X 6 SYP No.2O MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with REACTIONS (lb/size) 4=102/Mechaninl, 7=865/0-1-8 (input: 0-8-0), 5=4Mlechanical Stabilizer Installationuide. Max Horz 4=469(LC 2). 7=324(LC 1) Max Uplift7=874(LC 2), 5=-31(LC 2) FORCES (lb)- Maximum Compression/Maximum Tension TOP CHORD 1.2=0/101, 2-0=-495/376, 3-8=-359/394, 3-0=-290/435, 2-7=-765/891 BOT CHORD 6.7=324/0, 5-6=0/0. WEBS 3-6=01101, 2-6=0/330 NOTES 1) Wind: ASCE 7-05: 140mph (3-second gust); TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat 11; Exp B; enclosed; C-C Exterior(2) -3-1-3 to -0-1-3, Intedor(1) -0-1-3 to 2-8-5, Extedor(2) 2-8-5 to 6-11-4; Lumber DOL=1.25 9 P late 1. 2) Refer to girder(s) for truss to truss connections. t [ 3) Provide mechanical connection (by others) of truss to beating plate capable of withstandi at and Ib uplift P at joint 5. E 4) Non Standard bearing condition. Review required. LOAD CASE(S) Standard i MONO TRUSS -3-0-0 5-0-0 3-0-0 5-0-0 SW = WII LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 10.0 BCDL 10.0 SPACING 24)-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Ina NO Code FBC2007/TPI2002 CSI TC 0.88 BC 0.21 WB 0.00 (Matrix) DEFL in Vert(LL) -0.02 Vert(TL) -0.04 HOrz(TL) 0.00 (loc) Vdefl L/d 45 >999 360 4-5 >999 240 n/a We PLATES GRIP M1120 2491190 Weight: 301b LUMBER BRACING TOP CHORD 2 X 6 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puriins, BOT CHORD 2 X 4 SYP No.2ND except end verticals. WEBS 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installationuide. REACTIONS (lb/size) 3=99/Mechanical, 5=581/0-1-8 (input: 11-8-0), 4=78/Mechanigl Max Horz 3=-28(LC 2), 5=382(LC 2) Max Uplift3=-84(LC 2), 5=538(LC 2) FORCES (lb)- Maximum Compression/Maximum Tension TOP CHORD 1-2=0/98, 2-3=-120/12, 25=-466/573 BOT CHORD 4-5=0/0 NOTES 1) Wind: ASCE 7-05: 140mph (3-second gust); TCDL=S.Opsh BCDL=S.Opsf, h=25ft; Cat. II; Exp B; enclosed; C-C Interior(1); Lumber DOL=1.25 plate grip DOL=1.25 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 84 lb uplift at joint 3 and 538 lb uplift atjoint 5. 4) Non Standard bearing condition. Review required. LOAD CASE(S) Standard r l .Y CJ3 TRUSS 1 t s i -3-0-0 3-M 3-0-0 3-M &411 9 LOADING (pso SPACING 2-0-0 CSI DEFL in (hoc) VdeO Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.84 Vert(LL) 0.01 45 >999 360 M1120 2491190 TCDL 15.0 Lumber Increase 1.25 BC 0.11 Vert(TL) -0.01 4-5 >999 240 BCLL 10.0 Rep Stress lncr NO WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2007/rP12002 (Matrix) Weight: 22 to LUMBER BRACING TOP CHORD 2 X 6 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins, BOT CHORD 2 X 4 SYP No.2ND except end verticals. WEBS 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. rc�,was (Iws¢e) J owwecnanlCd6 o= zuiU-1-ri (input: U-6-U), 4b;oMacnanlcal Max Horz 3=102(LC 1), 5=359(LC 2) Max Uplift5=559(LC 2), 4=-3(LC 2) FORCES (lb)- Maximum Compression/Maximum Tension TOP CHORD 1-2=0/98, 2-3=-54/113, 2-5=-3661591 BOT CHORD 4-5=0/0 NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=S.OpsF, BCDL=5.Opsf; h=25ft; Cat. II; Exp B; enclosed; C-C Interior(1); Lumber DOL=1.25 plate gdp DOL=1.25 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 559 lb uplift at joint 5 and 3 lb uplift at joint 4. 4) Non Standard bearing condition. Review required. LOAD CASE(S) Standard t • � 4 t ! I t Ih- - 1�7 ' Job Truss Truss Type my drs / Addition 29HS036' CA MONO TRUSS 2 =Refemnw nal HASAN FL QUALITY TRUSS, HOBE SOUND, FL 33455.9733 7.130 s Apr 28 2009 MiTek Industries. Inc. Fri Jul 10 09:04:13 2009 Page 1 -3-0-0 3-0-0 SW.-1:11 3 us II 2 5.75 12 T1 LJ B1 1 t 5 3411 Plate Offsets X 5:D-3-4 0-1-8 LOADING (psf) SPACING 2-M CSI DEFL in (roc) Vdefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.70 Vert(U-) -0.00 5 >999 360 M1120 2491190 TCDL 15.0 Lumber Increase 1.25 BC 0.14 Vert(TL) -0.00 5 >999 240 BCLL 10.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC20077TPI2002 (Matrix) Weight: 13 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 1-M oc pudins, BOT CHORD 2 X 4 SYP No.2ND except end verttcals. WEBS 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation aulde. REACTIONS (lb/size) 3=-249/Mechanical, 5=523/0-1-8 (input 0-8-0), 4=46/Mechanical Max Horz 3=111(LC 1), 5=253(LC 2) Max Uplift3=-249(LC 1), 5=1037(LC 2), 4=-67(LC 2) Max Grav 3=672(LC 2), 5=523(LC 1), 4=46(LC 1) FORCES (lb)- Maximum Compression/Maximum Tension TOP CHORD 1.2=0/98, 2.3=33/270, 2-5=536/1112 BOTCHORD 4-5=0/0 NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Fxp B; enclosed; C-C Interior(1); Lumber DOL=1.25 plate grip DOL=1.25 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 249 lb uplift at joint 3, 1037 lb uplift at joint 5 and 67lb uplift at joint 4. 4) Non Standard bearing condition. Review required. LOAD CASE(S) Standard FILE C P v, Job Truss Type my Ply Liberty Home Mrs / Addition 29HS036 AJV22 VALLEY 3 1 ///yyy v/ Job Reference o HASAN FL OUALIN TRUSS, HOBE SOUND, FL 33455-9733 _ 7.130 s Apr 28 2009 MTek Intlustdes, Inc. Fri Jul 10 09:04:21 2009 Page 1 dusts 10-4-8 22-2-0 10-4-8 11-9-8 Scab=1:37. 44= 1x411 1x4 II &4 It 3 14 4 6 15 6 T2 3.75 12 9 1x411 2 12 1 B1 3x4= 11 10 e 8 7 Sx3= 1x4 11 1x411 1x4 II &4= 22-2-0 22-2-0 Plate Offsets X 1:0J-5 0.1-8 11:0-3-0 0.3-0 LOADING(psi) SPACING 2-M CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.42 Vert(LL) nla - n/a 999 MII20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.30 Vert(TL) n/a - n1a 999 BCLL 10.0 Rep Stress Incr NO WB 0.12 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 96 lb LUMBER BRACING TOP CHORD 2 X 4 SYP N0.2NO TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2 X 4 SYP No.2ND except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 MITek recommentls that Stabilizers and required cross bracing be installed during truss erection,in accordance with Sf-0), 11=635/0-34 put: REACTIONS (Ib/size) '1=2431/0- 4 (Input: 222-2-0 7=170/0.34 (input: 22-2-0), 10=413/034 (input: 22-2-0), 11=635/0-3-4 (input: 22-2-0), 9=456/0.3-4 (input: 22-2-0) 8=431/0.3-0 (input: 22-2-0) Max Hot 1=343(LC 2) Met Upliftl=11(LC 2), 7=-92(LC 2), 10=-259(LC 2). 11=-367(LC 2), 9=•193(LC 2), 8=-187(LC 2) FORCES (lb)- Maximum Compreszion/Maximum Tension TOP CHORD 1-12=-266/0, 2-12=-253/69, 2-13=-99/0, 3-13=-66/34, 3-14=13/8, 4-14=-13/8, 4-5=-13/8, 5-15=-13/8, 6-15=-13/8, 6.7=-107/103 BOB CHORD 1-11=-2641 , 10-11=-13/21, 86, 4-9 -29 /228, /13, 275/233 WEBS 3-10=-284/311,2-11=-8t2l,9-,4-9=-3, 8-9-8/13=-275/2/1 FILE NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Fxp B; enclosed; C-C Exterior(2) 0-71 to 3-7-11, Interic r(1) 3-7-11 to 7-4-8, Extedor(2) 74-8 to 10-", Interior(1) 134-8 to 19-D-4; Lumber DOL=1.25 plate grip DOL=1.25 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) Bearing at joint(s) 7 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 1, 92 lb uplift at joint 7, 259 Ib uplift at joint 10, 367 lb uplift at joint 11, 193lb uplift at joint 9 and 187 lb uplift at joint S. LOAD CASE(S) Standard `A40-mInA RJ Job Truss Truss Type Qty Ply Liberty Home Bldrs ! Addition 29HS036 V22A VALLEY 1 1 Jab Reference 0 llonal HASAN FL QUALITY TRUSS, HOBE SOUND, FL 33455-9733 7.130 s Apr 28 2009 MRek Industries, Inc. Fri Jul 10 09:04:21 2009 Page 1 i 8-1-8 i 22-2-0 8-1-8 14-0-B sma= "S. 4a5= IXX 11 fat 11 �4 It 3 14 4 5 1s 8 5.75 12 10 II 2 13 T 12 1 IF- 34 11 10 e a 7 Iva= Ix111 I" II faa II mu= 22-2-0 22-2-0 Plate Offsets X 1:0-3-5 0-1-8 :0-2-4 0.1-011:0-3-0 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (lac) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.54 Vert(L-) n/a - n/a 999 M1120 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.30 Vert(TL) Na - n/a 999 BCLL 10.0 Rep Stress Incr NO WB 0.12 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code FBC20077TPI2002 (Matrix) Weight: 89 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, BOT CHORD 2 X 4 SYP No.2ND except end verticals. WEBS 2 X 4 SYP Nc.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP N0.3 MiTek recommends that Stabilizers and required cross • bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=276/0-3-4 (Input: 22-2-0), 7=314/0-3-4 (input: 22-2-0), 10=19510-3-4 Qnput: 22-2-0). 11=56610.3.4 (input: 22-2-0), 9=434/0-3-0 (input: 22-2-0) , 8=567/0-3-4 (input 22-2-0) Max Horz 1=280(LC 2) Max Upliftl=55(LC 2), 7=-157(LC 2), 10=107(1-C 2). 11=-377(LC 2), 9=-192(LC 2), 8=-235(LC 2) FORCES (Ib)- Maximum Compression/Maximum Tension TOP CHORD 1-12=168/0, 12-13=155/0, 2-13=-147/10, 2-3=136/24, 3-14=-68/33, 4-14=-68/33, 4-5=-08/34, 5-15=-68/34, 6-15=-08/34, 6-7=-1971179 BOT CHORD 1-11=-00173, 10.11=A0173, 9.10=-34/68, 8-9=-04/68, 7-8=34/6B WEBS 3-10-122/159, 2-11=-336/368, 4-9=275M3, 5-8=-364/297 NOTES rior(2) 1) Wind: ASCE 7-0r( 140mph (3-second gust); T) 5-1-8 to BCDL=S.Opsf; h=25ft; Cat. II; FxFbe DOL=1.25 TE-grip D L=1.1, Interior(1) 3.7-11 to 5-1-8, ExtedOr(2) 5-1-8 to 8-1-8, Interior(1) 11-1.8 to 19-0-4; L �� 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) Bearing at join(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing. plate capable of withstanding 55 lb uplift at joint 1, 1571b uplift at joint 7, 107 lb uplift at joint 10, 377 lb uplift at joint 11, 192 lb uplift at joint 9 and 235 lb uplift at joint B. LOAD CASE(S) Standard I1 p Usl Job Truss Truss Type Qry BIdrs /Addition 29HS036 V22B VALLEY 1 �P1Y7Ler!—Home Rerence o flonal HASAN FL QUALITY TRUSS, HOBE SOUND, FL 33455-9733 7.130 • s Apr 28 2009 MITek Industries, Inc. Fri Jul 10 09:04:22 2009 Page I 4-1-8 22.2-0 41-8 18-0-8 scale =1:36. 4i 1x4II ix4 II 5.75 12 5zs= W II 2 13 3 4 5 ty 8 T 1 9R9G 11 10 9 8 7 1x4II 548= WII 14411 94= 22-2-0 22-2-0 Plate Offsets X,Y : 5:0-3-0 0-3-0 10:0-M 0-3-0 LOADING (psf) SPACING 2-M CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.40 Vert(LL) n/a n1a 999 M1120 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.24 Vert(TL) n/a - n/a 999 BCLL 10.0 Rep Stress Incr NO WB 0.10 Horz(fl.) 0.00 7 n/a n/a BCDL 10.0 Code FBC2007fTP12002 (Matrix) Weight: 76 lb LUMBER . BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc pudins, BOT CHORD 2 X 4 SYP N0.2ND except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 0c bracing. OTHERS 2 X 4 SYP N0.3 MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=176/0-3-4 (input 22-2-0), 7=158/0-3-0 (input: 22-2-0), 11=43310-3-4 (input 22-2-0), 9=59410-3-4 (input: 22-2-0), 10=398/0-3-4 (input: 22-2-0) , 8=59310-3-4 (input: 22.2-0) Max Horz 1=139(LC 2) Max Upliftl=-09(LC 2), 7=88(LC 2), 11=-270(LC 2), 9=-238(LC 2), 10=-169(LC 2), 8=-253(LC 2) FORCES (lb) - Maximum Compression/MaMmum Tension TOP CHORD 1-2=-92/3, 2-12=32/21, 3-12=-31/21, 3-4=31/21, 4-5=-31/21, 5.13=31/21, 6-13=-31/21, 6-7=-100/101 BOT CHORD 1-11=-46/54, 10-11=-21/31, 9-10=-21/31, 8.9=-21/31, 7-8=21/31 WEBS 2-11=-261/289, 4-9=-377/291,3-10=-258/210, 5-8=-378/308 NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=5.Opsb BCDL=S.Opsf; h=25ff; Cat. II; ct ed; odoC ®®® to 7-1-8, Interior(1) 7-1.8 to 19-0-4, Exterior(2) 19-0-4 to 22-0-4; Lumber DOL=1.25 plate p D01 5 p 2) Provide adequate drainage to prevent water ponding. I O1®y/6' 3) Gable requires continuous bottom chord bearing. 4) Bearing at joint(s) 7 considers parallel to grain value using ANSVTPI 1 angle to grain forth Bu hould capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 69 lb uplift at joint 1, 88 lb uplift at joint 7, 270 lb uplift at joint 11. 238 lb uplift at joint 9, 169 lb uplift at joint 10 and 253 lb uplift at joint 8. LOAD CASE(S) Standard qd� WZ q'. . ""r F.a Job Truss Truss Type Dry Ply Liberty Home Mrs / Addition 2gHs0m V10D VALLEY 3 1 �J Job Reference Io 0onal (i HASAN FL QUALITY TRUSS, HOBE SOUND, FL 33455-9733 7.130 s Apr 28 2009 MITek Industries, Inc. Fri Jul 10 09:04:20 2009 Page 1 10.5-4 10 5-4 swa =134. 12.4 II 5.75 12 2 n4 1I V1 e 5T1 3 B1 54 II 1.4II 9i5� 10-54 10-5-4 Plate Offsets X 1:0-2-9 0-0.4 3:0-2-0 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (l=VdeflUdPLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.44 Vert(LL) n1a M1120 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.32 Ved(TL) rda 13CLL 10.0 Rep Stress Ina NO WB 0.16 Hom(TL) 0.01 BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 42 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural woad sheathing directly applied or 6-M oc puriins, BOT CHORD 2 X 4 SYP No.2ND except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. OTHERS 2 X 4 SYP No.3 MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 5=170/0-1-8 (input: 10-5-4), 3=24210-1-8 (input: 10-5-4), 4=649/0-1-8 (input: 10-54) Max Hoa5=403(LC 2) Max Uplifts=l65(LC 2). 3=-11(LC 2), 4=-472(LC 2) FORCES (lb)- Maximum Compression/Maximum Tension TOP CHORD 1-5=109/185, 1-2=-95/35, 2-6=-307/77, 3-6=-320/0 BOT CHORD 4-5=0/385, 3-0=0/385 WEBS 2-4=399/496 NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. I% Exp B; enclosed; C-C Exterior(2) 0-1-12 to 4.5-4, Interior(1) 4-5-4 to 6-9-9, Fxtedor(2) 6-9-9 to 9-9-9; Lumber DOL=1.25 plate grip DOL=1.25 2) Gable requires continuous bottom chord bearing. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 165 lb uplift at joint 5, 11 Ib uplift at joint 3 and 472 lb uplift at joint 4. LOAD CASE(S) Standard L C PY 'fjryk�' ffA-Z� 12 Jop ss Truss Type pry PlyLiberty Home Bldrs / Addition 29HS036' Poc VALLEY 1 1 Job Reference (optional) HASAN FL QUALITY TRUSS, HOBE SOUND, FL 33455-9733 7.130 s Apr 28 2009 MRek Industries, Inc. Fri Jul 10 09:04:19 2009 Page P-5-4� 10-5-4 6-s4 10-0-0 1 Swle:lr!`- U4 e 615 12 21.411 EVt r aT1 9 LI B1 54 II im II 10-54 10-54 Plate Offsets X 1:0-2-10 0-1-8 3:0-24 0-1-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.44 Vert(LL) n/a - n/a 999 M1120 2491190 TCDL 15.0 Lumber Increase 1.25 BC 0.32 Vert(TL) n/a n/a 999 BCLL 10.0 Rep Stnss Incr NO WB 0.14 Horz(TL) 0.01 3 n1a We BCDL 10.0 Code FBC2007rrP12002 (Matrix) Weight: 42 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2 X 4 SYP No.2ND except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with 71 Stabilizer Installation aide. REACTIONS (lb/size) 5=171/0-1-8 (input: 10-5-4), 3=242/0-1-8 (input: 10-54), 4-649/0-1-8 (input: 10-54) Max Horz 5=-378(LC 2) Max UpIiB5=-156(LC 2), 3=-24(LC 2). 4=424(LC 2) FORCES (Ib) - Maximum CompressionlMaximum Tension TOP CHORD 1.5=-109/177, 15=-68/0, 2-6=-94/0, 2-7=-280/77, 3.7=-293/0 BOT CHORD 45=0/362, 34=0/362 WEBS 2-4=-399/446 NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp B; enclosed; C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-9-9, Extedor(2) 6-9-9 to 9-9-9; Lumber DOL=1.25 plate grip DOL=1.25 2) Gable requires continuous bottom chord hearing. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1561b uplift at joint 5, 24 Ib uplift at joint and 4241b uplift atjoinl4. LOAD CASES) Standard FILE'cu"Py 0A 12 2.5-4 i 10-5-4 2.5 4 B-0-0 I 5.75r 5d 4a= 5 4 an 11 Iw II 5a1011 LOADING (psf) TCLL 20.0 TCDL 16.0 BCLL 10.0 BCDL 10.0 SPACING 2-M Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Ina NO Code FBC2007/rP12002 CSI TC 0.95 BC 0.59 WB 0.21 (Matrix) DEFL in Vert(LL) n/a Vert(rl.) n/a Horz(TL) 0.00 (Ioc) Vdefl L/d - n/a 999 - n1a 999 3 n/a n/a PLATES GRIP M1120 249/190 Weight: 40lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 6-0.1 oc purins, BOT CHORD 2 X 4 SYP No.2ND except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 5=215/0-1-8 (input: 10-5-4), 3=299/0-1-8 (input: 10.5-4), 4=978/0-1-8 (input: 10-5-4) Max Horz 5=210(LC 2) Max Uplift5=269(LC 4), 3=-151(LC 2), 4--674(LC 2) Max Grav 5=142(LC 2), 3=299(LC 1), 4=978(LC 1) FORCES (lb)- Maximum Compression/Maximum Tension TOP CHORD 1-5=-97/176, 1-2=-72/170, 2-6=99/191, 6-7=-103f65, 3.7=118/59 BOT CHORD 4-5=-59/243, 3-4---59/243 WEBS 2.4=601/643 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=S.Ops,, BCDL=S.Opsf; h=25ft; Cat. 11; Pxp B; enclosed; C-C Exterior(2) 0-1-12 to 5.54, Interior(1) 5-54 to 6-9-9, Exterior(2) 6-9.9 to 9-9-9; Lumber DOL=1.25 plate grip DOL=1.25 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 269 lb uplift at joint 5, 151 lb uplift at Joint 3 and 674Ib uplift at joint 4. FILE COPY LOAD CASE(S) Standard Jo(1 Truss Truss Type my Ply Liberty Home Bldrs / Addition 29HSO36' V10A VALLEY 1 1— Job Reference (optional) HASAN FL QUALITY TRUSS, HOBE SOUND, FL 33455.9733 7.130 s Apr 28 2009 MITek Industries, Inc. Fri Jul 10 09:04:18 2009 Page • I 4-54 10-5-4 4-5-4 6-0-0 swla=tar. as= 2 5,15 12 T1 w1 1 1 =lq 3 Bt 5 us II 1M It 3a5C 10-5-4 10-5-4 Plate Offsets X 2:0-3-00-2-4 3:0-2-4 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.65 Vert(LL) n/a - n/a 999 M1120 2491190 TCDL 15.0 Lumber Increase 1.25 BC 0.33 Vert(TL) We - n/a 999 BCLL 10.0 Rep Stress Incr NO WB 0.10 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC20071TPI2002 (Matrix) Weight: 36 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2 X 4 SYP No.2ND except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 5=23010-1-8 (input: 10-5-4), 3=290/0-1-8 (input: 10-5-4), 4=54110-1-8 (Input: 1054) Max Horz 5=-49(LC 2) Max Uplift5=-198(LC 2). 3=-229(LC 2), 4--3D3(LC 2) Max Grav 5=270(LC 3), 3=290(LC 1). 4=541(LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-5=209/235, 1-2=224/202, 2-3=-196/186 BOT CHORD 4,5=42/149, 3-4=-42M49 WEBS 2-4=-287/302 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp B; enclosed; C-C Exterior(2); Lumber DOL=1.25 plate grip DOL=1.25 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 198 lb uplift at joint 5, 229 lb uplift at joint 3 and 303 lb uplift at joint 4. LOAD CASE(S) Standard FILE COrT z alel j Job Ti Truss Type Ory /Addition 29HS036• V8 VALLEY 1 �Ply 1al =LibertyHomers HASAN FL QUALITY TRUSS, HOSE SOUND, FL 334559733 7.130 s Apr 28 2009 MTek Industries, Inc. Fri Jul 10 09:04:18 2009 Page 4-0-0 8-M 4-0-0 i 4-0-0 soe=c14. 44= 2 s.xs i2 T s t t 4 Ws 1X411 2X4c i 8-0-0 8-0-0 I LOADING (psf) SPACING 2-M CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.39 Vert(LL) n/a - n/a 999 M1120 2491190 TCDL 15.0 Lumber Increase 1.25 BC 0.14 Vert(TL) n1a - nla 999 BCLL 10.0 Rep Stress Ina NO WB 0.08 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC20071TP12002 (Matrix) Weight 25 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 6-M cc pudins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid riling directly applied or 10-M cc bracing. OTHERS 2 X 4 SYP No.3 MTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=178/0.1-8 (input' 8-M), 3=17810-1A (input: B-0-0), 4=383M-1-8 (input: B-0-0) Max Uplift1=171(LC 2), 3-171(LC 2), 4=212(LC 2) FORCES (lb)- Maximum Compression/Maximum Tension TOP CHORD 1-2=-641/2, 2-3=-04f/2 BOT CHORD 1-4=0/23, 3-0=0/23 WEBS 2-4=-215/254 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=5.Opsf, BCDL=S.Opsf; h=25ft; Cat. II; Exp B; enclosed; C-C Exlerior(2); Lumber DOL=1.25 plate grip DOL=1.25 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss t0 bearing plate capable of withstanding 171 Ito uplift at joint 1, 171 lb uplift at joint 3 and 212lb uplift at joint 4. LOAD CASE(S) Standard FILE COPY Job Truss rn ss type Oty Piy Liberty Home Mrs /Addition 2JHS036• V4 VALLEY 1 1 { Job Reference o Clonal / HASAN FL QUALITY TRUSS, HOBE SOUND, FL 33455J4 733 7.130 s Apr 28 2009 MlTek Industries, Inc. Fri Jul 10 09:04:17 2009 Page I 2-0-0 4-M 2-04) I 2-M ---� U4= Sgie=1:7. x 5.75 12 3 1 e1 2xt! 2x1� 4-M 4-M Plate Offsets X 2:0-2-0Ed e LOADING (psf) SPACING 2-0-0 CS] DEFL in (loc) I/de8 L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.10 Vert(LL) n/a - n1a 999 M1120 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.11 Vert(TL) n/a - n/a 999 BCLL 10.0 Rep Stress Ina NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 4-M oc puriins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 1=149/0.1-8 (input: 4-0-0), 3=149/0-1-8 Qnput: 4-0-0) Max Uplift1=125(LC 2), 3=125(LC 2) FORCES (Ib)- Maximum Compression/Maximum Tension TOP CHORD 1-2=-126/163, 2-3=-126/163 BOT CHORD 1-3=108/99 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. 11; Exp B; enclosed; C-C Exterior(2); Lumber DOL=1.25 plate grip DOL=1.25 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 125 lb uplift at joint 1 and 125 lb uplift at joint 3. LOAD CASE(S) Standard FILE PY J D ip-il' >� �Doo ke a4 R FLOIDA UAUTY TRUSS G� TELH (954) 975-3384 FAXi (954) 978-8980 3120 NW 16. TERRACE POMPANO BEACH, FL 33064 ALI YEMENICILER, P,E, FL. REG. #54733 COPY LE ROBE SOUND DIVISION 7100 S.E BRIDGE ROAD HOBE SOUND FL 33455 TEL. 800 - 943 3939 FAX I 772 - 545 3690 THS DRAWING IS A SOLE SOURCE FOR FABRICATION OF o TRUSSES AND VOIDS All PREVIOUS LAYOUTS. 9 APPROVAL OF THS DRAWING IS NECESSARY BEFORE PRODUCTION CAN BE STARTED. PLEASE VERIFY TRUSS N _ P ACOW, DIRECTIONS D3ENSIONS BEARING CDNDMOHS, PtIM, SHAPES AND OVERHANG DETAILS TRUSS SPACING IS 24• o/c UNLESS NOTED 07HFRWISE. SEE ENGF7ERDIG FOR VARIWS DATAS. THE REMS BELOW ARE RESPONSIBILITY OF BUILDER: I- ALL SEAR, WALL AND COLUMN CONNECTIONS 2- SOME DOWN FRAMNG. 0- SOME VALLEYS AND CRICIMTS, 4- GIRDER TO GIRDER CONNECTIONS THAT EXCEED THE CAPACITY OF STANDARD HANGERS �titlN01Ss�r*rdi� _�. 3p31tlON � IN By. Liberty Home Mr. Addition 10 July'09 Drawn by. HASAN Modi1: Sales P: JIM 1'=3/16' 29HS036