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Home My WebLink AboutFloor Truss Info - 02/02/1998 I • Job Truss Truss-Type 3o t�vtald,.1 o6 (pR& COty Ply S 1 O 9 L $c,U l 10 v 2230J F1 FLOOR 4 1 G2230 - FOX CTIES - QUAD- 2163 - � WICKES LUMBER - WISCONSIN 3.3T s Feb 141997 MiTek Industries, Inc. Thu Jan 29 14:16:46 1998 Page 1 • I 130 I 1 0.8.8 — ( 1 0 I 0 ATTACH 1 ve X 11 718" LVL SCAB TO ONE FACE OF TRUSS WITH GLUE AND , • ONE ROW OF 16d COMMON WIRE NAILS (.167X3.50 SPACED 6'0. C. ADD ADDITIONAL CONCENTRATED LOAD OF 1266 LB. AT JOINT (10) IN ALL MEMBERS. MINIMUM LVL SPEC: Fb = 2800 psi (7017V = 32.407 s Fv= 250psi E = 2,000,000 Psi FLUS 3x6 3x4 3x4 1.5x3 1.5x3 3x4 3x4 5x8 4 6 2 3 4 5 6 7 8 9 ■u�i��dG`L�eeeee� =eeeeee "" a i12 91.5x3 ■■R0-\ !�' •••• L��•`• alir4 �� -17.-i �� \ /I _ 1.1 �i r�:' 1.5x3 ►4 * 1 9 18 17 16 15 14 � o 12 11 1 3x4 3x4 3x4 3x4 3x4 4x6 13 5x6 1.5x3 3x4 3x4 ADD 41/8' BLOCKING BELOW LVL SCAB PROVIDE CONNECTION TO BEARING OF 330 LB OF UPLIFT AT LEFT END OF LVL 6 -11 -12 I 13-9-12 _ 1310-0 15-114 I 6-11 -12 6-10-0 0-0-4 2 -1.8 Plate Offsets (Left,Top): (8:0- 2- 8,0 -1-8), [14:0- 2 -0,0 -2 -8], [15:0- 1- 8,0 -1-8], [16:0- 1- 8,0 -1-8], [17:0.2.8,0 -1-81 [19:0- 2- 8,0 -1-8] LOADING (psf) SPACING 2 -0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.69 Vert(LL) 0.08 17/18 999 M20(20ga) 249/184 TCDL 10.0 Lumber Increase 1.00 BC 0.37 Vert(TL) 0.10 17/18 999 BCLL 0.0 Rep Stress Inc- NO WB 0.54 Horz(TL) -0.03 13 Na BCDL 5.0 Code TPI (Matrix) Min Length / LL defl = 360 Weight: 107 (Ibs) LUMBER BRACING TOP CHORD 4 X 2 SYP No.1 TOP CHORD Sheathed or 6 -0-0 on center purlin spacing, BOT CHORD 4 X 2 SYP No.1 except end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied, or 10 -00-00 on center bracing. Except: 12- 13:6 -11 -2, 13- 14:6 -11 -2, 14- 15:9 -0-10, 15- 16:9 -6 -13. REACTIONS (lbs/size) 13= 3195/0 -3-8, 1= 460/0 -3-8 Max Uplift 1=- 86(Ioad case 3) Max Vert 13 =3195(load case 1), 1= 671(load case 2) FORCES TOP CHORD 1 -2 =-452, 2 -3= -379, 3-4= -784, 4 -5 =-481, 5 -6 =-481, 6 -7= -481, 7 -8 =659, 8 -9 =2198, 9 -10 =1563, 10 -11 =11 BOT CHORD 11 -12 =0, 12- 13= -3205, 13- 14= -3205, 14- 15= -1288, 15- 16 = -30, 16 -17 =481, 17 -18 =779, 18 -19 =730, 1 -19 =0 WEBS 2 -19 =516, 3 -19= -488, 3- 18 =75, 4 -18 =7, 4-17 =-406, 5 -17 =156, 6 -16= -320, 7 -16 =694, 7 -15 =-874, 8 -15 =876, 8 -14= -1265, 9 -14 =1341, 9 -13= -3132, 9 -12 =2575, 10- 12 = -2551 NOTES 0 21999 1) Recommend 2x6 strongbacks, on edge, spaced at 10 feet on center and fastened to each truss with 3 -10d nails. Strongbacks to be FEB f attached to walls at their outer ends or restrained by other means. 2) Except as shown below, special connection(s) required to support concentrated load(s). Design of connection(s) is delegated to the building designer. 3) CAUTION, Do not erect truss backwards. `�1,��HCi 0 urq/�, 4) This truss has been designed with ANSI/TPI 1 -1995 criteria. LOAD CASE(S) ` ,� � s S ... N S s r 1) Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (lbs per ft) :,y t ; st Vert:2- 3=- 100.0, 3 -4 =- 100.0, 4 -5 =- 100.0, 5 -6 =- 100.0, 6 -7 =- 100.0, 7 -8 =- 100.0, 8 -9 =- 100.0, 9 -10 =- 100.0, 11 -12= -10.0, • R X 12 -13= -10.0, 13- 14= -10.0, 14- 15= -10.0, 15-16=-10.0, 16-17=-10.0, 17- 18= -10.0, 18- 19= -10.0, 1 -19= -10.0 ' Concentrated Loads (lbs) .: • E-29401 Vert:10 =- 1941.0 i • � S1. LOUIS i [L` ��'+ 2) Lumber Increase =1.00, Plate Increase =1.00 •9 • MQ" 4, A Uniform Loads (Ibs per ft) r • r • • `, Vert:2- 3=- 100.0, 3-4 =- 100.0, 4 -5 =- 100.0, 5 -6 =- 100.0, 6 -7 =- 100.0, 7-8 =- 100.0, 8.9 =- 100.0, 9 -10= -20.0, 11 -12= -10.0, / / • s • e ss s ..!:0_,2,4> ' Concentrate -10. 0, (Ibs) 4= -10.0, 14 -15= -10.0, 15 -16= -10.0, 16 -17= -10.0, 17- 18= -10.0, 18- 19= -10.0, 1- 19 = -10.0 ' /� s / //0j�Nt 11 Vert:10= -529.4 Continued on page 2 a wARNINa - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. xi Design valid for use only with Whisk connectors. This design Is based only upon parameters shown, and is 10- an individual building component to be Instated and loaded verticaly. Applicability of design parameters and proper Incorporation of component k responsibility of building designer - not truss designer. Bracing shown k for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure 1 the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST -88 Qualify Standard, DSI -89 Bracing Specification, and HII -91 M iTek® Handling Mailing and booing Recommendation available from Truss Plate Inst6ute, 583 D'Onofrlo Drive, Madison, WI 53719. JUL ?Was ITUtib type 31o1 Z o4 Z) 2230J F1 FLOOR 4 1 G2230 - FOX CITIES - QUAD -2163 -196 WICKES LUMBER - WISCONSIN 3.3T s Feb 14 1997 MiTek Industries, Inc. Thu Jan 29 14:16:46 1998 Page 2 LOAD CASE(S) 3) Lumber Increase=1.00, Plate Increase =1.00 Uniform Loads (Ibs per ft) Vert:2 -3= -20.0, 3-4= -20.0, 4 -5= -20.0, 5-6= -20.0, 6 -7= -20.0, 7-8= -20.0, 8 -9= -20.0, 9 -10 =- 100.0, 11 -12= -10.0, 12 -13= -10.0, 13 -14= -10.0, 14 -15= -10.0, 15 -16= -10.0, 16- 17= -10.0, 17- 18= -10.0, 18- 19= -10.0, 1- 19 = -10.0 Concentrated Loads (Ibs) Vert:10 =- 1941.0 • FEB 0 2 1998 A WARNING - Verity design parvnwt.re and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. moo ® Design yo for use only with MTTek connectors. Thk design k based only upon parameters shown, and k M fa an individual building component to be � Installed and loaded vertically. AppNcabNlty of design parameters and proper incorporation of component k responsibility of building designer - not truss designer. Bracing shown k to lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure k the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing, consult OST -88 Quality Standard, DSI.89 Tracing SpecMication, and HIS-91 M iTeke Handling Installing and Bracing Recommendation available from Truss Plate Institute. 583 D'Onofrlo DIIve, Madkon, WI 53719. Job Truss Truss Type Qty ply LTA i Q 2 CEP Z) 2230J F3 FLOOR 3 1 G2230 - FOX CITIES - QUAD-2163-196 WICKES LUMBER - WISCONSIN 3.3T s Feb 141997 MiTek Industries, Inc. Thu Jan 29 14:16:50 1998 Page 2 LOAD CASE(S) Uniform Loads (Ibs per ft) Vert:2- 3= -20.0, 3-4= -20.0, 4 -5= -20.0, 5-6= -20.0, 6 -7= -20.0, 7-8 —20.0, 8 -9 =- 100.0, 10- 11= -10.0, 11- 12= -10.0, 12 -13= -10.0, 13- 14= -10.0, 14 -15= -10.0, 15 -16= -10.0, 16 -17= -10.0, 17 -18= -10.0, 1- 18 = -10.0 Concentrated Loads (Ibs) Vert:9 =- 1941.0 • FEB 0 21998 AWARDING - Ver{f y design parameters and READ Noras ON THIS AND REVERSE SIDE BEFORE 5155. Design valid for use only with MRek connectors. Mk design is based only upon parameters shown, and k for an individual building component to be installed and loaded verticopy. Applicability of design parameters and proper Incorporation of component Is responslb8ty of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, qualify control, storage, deNvery, erection and bracing, consult OST -e8 Quality Standard, D8B -59 Bracing Specification, and HIB -91 M'Tek® Handling installing and Bracing Recommendation available from Truss Plate Institute, 583 D'OnoBb Drive, Madison, WI 53719.