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f a <br /> Job Truss Truss Type Qty Ply <br /> 020518RP02 R02 MONO TRUSS 1 1 LbR146239 <br /> Reference o tionai <br /> Trussway Manufacturing Inc.,Houston,TX 8.030 s Apr 212017 MiTek Industries,Inc.Wed Feb 07 09:12:17 2018 Page 1 <br /> ID:ee?DkHOD?433sXTEfokYAzyS5S-Vvm9H6N6304Uu5CPkhS54Xdfs000yMkPUWjOwzna8i <br /> 7-9-0 13-M 16-0-0 <br /> 7-9-0 5-9-0 <br /> Scale=1:30.9 <br /> 6x12 = <br /> REFER TO ATTACHED "R01" REPAIR C <br /> FOR DETAIL REPAIR REQUIRED. N <br /> 4.00 12 M 2x4 II <br /> D <br /> 1.5x4 <br /> B <br /> T fill <br /> 3 <br /> L 4 <br /> 5 � <br /> ��A <br /> ml <br /> 0 <br /> I H G J K E <br /> 3x5 3x5 = 3x4 = F <br /> 1.5x4 II 5x8 = <br /> 9-0-0 13-6-0 17-" <br /> 9-0-0 4-6-0 4-2-8 <br /> Plate Offsets X Y— E:0-2-4 0-1-8 <br /> LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft L/d PLATES GRIP <br /> TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.16 A-H >999 240 MT20 2441190 <br /> TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.46 A-H >347 180 <br /> BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.01 F n/a n/a <br /> BCDL 10.0 Code FBC2014/rP12007 Matrix-SH Weight:86 lb FT=20% <br /> LUMBER- NOTES- (6-9) <br /> TOP CHORD 2x4 SP No.2 1)Unbalanced roof live loads have been considered for FIELD REPAIR DETAIL. <br /> BOT CHORD 2x4 SP No.2 this design. <br /> WEBS 2x4 SP No.3*Except* 2)Wind:ASCE 7-10;Vult--110mph(3-second gust) JACK TRUSS UP WITH TEMPORARY SHORING <br /> W4:2x4 SP No.2 Vasd=85mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft; TO A ZERO DEFLECTION PRIOR TO REPAIR. <br /> BRACING- Cat.11;Exp B;Encl.,GCpi=0.18;MWFRS(envelope) PROVIDE TEMPORARY SUPPORT TO HOLD <br /> TOP CHORD TRUSS MEMBERS IN PLACE DURING AND <br /> Structural wood sheathing directly applied or 4-10-5 oc gable end zone and GC Interior(1)zone;cantilever left UNTIL REPAIR HAS BEEN APPLIED. <br /> purlins, except end verticals. and right exposed;C-C for members and farces& <br /> BOT CHORD MWFRS for reactions shown;Lumber DOL=1.60 plate THIS REPAIR IS BASED ON INFORMATION <br /> Rigid ceiling directly applied or 6-0-0 oc bracing. grip DOL=1.603)This truss has been designed for a 10.0 psf bottom RECEIVED ESPONILL CUSTOMER.f THE BUILDING <br /> chord live load nonconcurrent with any other live loads. INSPECTOR&CONTRACTOR TO VERIFY THE <br /> REACTIONS. (lb/size) 4)Provide mechanical connection(by others)of truss ADEQUACY OF THIS REPAIR TO MEET <br /> A = 474/0-3-8 (min.0-1-8) to bearing plate capable of withstanding 39 lb uplift at THE FIELD CONDITION. <br /> F = 92210-3-8 (min.0-1-8) joint A and 99 lb uplift at joint F. <br /> Max Ho¢ THIS REPAIR DOES NOT IMPLY THAT <br /> 5)This truss has been designed for a moving <br /> A = 102(LC 12) THE REMAINING PORTION OF THE <br /> Max Uplift concentrated load of 50.0Ib dead located at all mid TRUSS IS UNDAMAGED.THE ENTIRE <br /> A = -39(LC 12) panels and at all panel points along the Top Chord and TRUSS SHALL BE INSPECTED TO <br /> F = -99(LC 9) Bottom Chord,nonconcurrent with any other live loads. VERIFY THAT NO FURTHER REPAIRS <br /> Max Grav 6)NOTE: Refer to the attached Trussway Notes, ARE REQUIRED. <br /> A = 501(LC 23) Appendices and T-1 sheet for more information. <br /> F = 922(LC 1) 7)NOTE: All truss and component designs utilize <br /> manufacturer published connector design values and o <br /> FORCES. (lb) rules-writing grading agency published lumber design <br /> Maximum Compression/Maximum Tension values all in accordance with truss design software Q ®®®® <br /> requirements and the applicable edition of ANSI/fPI do <br /> TOP CHORD s OF y Q <br /> A-L = -819/69 B-L = -746/81 1. Where Southern Pine lumber is specified, <br /> Supplement No.13 to the 2002 Standard Grading <br /> B-M = -005/14 C-M = -22/31 Rules for Southern Pine Lumber and its provisions <br /> GF = -59/25 8 C-N = -131/ and appendices shall apply. ® a s••°°i4�® <br /> D-N = -59/25 D-E _ -131/43 9- . <br /> BOT CHORD 8)NOTE:The truss design accounts for IBC Section ................ .. <br /> 903.3.1 and NFPA13,NFPAI3R or NFPAI3D <br /> A-1 = -132/716 H-1 = -132f716 �i 1 Q B A L H.A. G A G A N <br /> G-H = -153l72 G J = -153/72 compliance requirements relating to a 250 LB short . .......... .. •0 <br /> F-J = -153/72 F-K = -145/69 tens(cd=2.0)installer load to be supported at a -p. 8130 °�® <br /> hanger.point on top Chord or by two trusses on °<C/� <br /> WEBS bottom chord,non-concurrent with other live loads. � O� 7(,+E N S5-. <br /> B-H = -451/143 C-H = 81/828 9)NOTE: The seal on this drawing indicates 7p.••��C9,o! <br /> GE _ -111/238 acceptance of professional engineering responsibility NAL <br /> solely for the truss component design shown. FS+S®®®®® <br /> February 7,2018 <br /> ®WARNING-Verify design parameters and NEAR NOTES ON THISAND INCLUDED WITEKREFFRENCEPAGE 74738ffORE USE Engineering Department <br /> Design valid far use onlywith MTek connectors.This design is based only upon parameters shown,and is for an Individual building component 9411 Alcorn St.Houston,7X 77093 <br /> Applicability of design parameters and proper incorporation of component is responsibility of building designer-not buss designer.Bracing shown Houston, <br /> on,69DD <br /> is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the 8850 Trussway Blvd. <br /> erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding Orlando,FL 32824 <br /> fabrication,quality control,storage,delivery erection and bracing,consult ANSUTPII Quality Criteria,DS8-89 and BCSII Building Component <br /> Safety Information available from Truss Plate Institute,583 D'Onofio Ddve,Madison,WI 53719. (407)8572777 <br />