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Job Truss Truss Type Qty Ply Fort King Pc H1457595 FCK-F C08 FLOOR 1 1 Job Reference (optional) Trussway, Orlando, FL 32824 7.140 s Oct 12009 MTek Industries, Inc. Tue Aug 1013:55:32 2010 Page 1 0" 0" Scale = 1:15.0 1.54 II 1.Sx3 II 1.54 II 1.54 II A 3x3 = B C D 3x3 — E F 3x3 G I!] N M L K J I H 3x3 = 3x3 = 1.5x3 I I 1.5x3 13x3 = 1.Sx3 I I 316 = P LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.15 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 17.5 Lumber Increase 1.00 BC 0.02 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 H n/a n/a BCDL 5.0 Code FBC2007/TPI2002 (Matrix) Weight: 50 lb LUMBER TOP CHORD 4 X 2 SYP No.3 3) Truss to be fully sheathed from one face or securely BOT CHORD 4 X 2 SYP No.3 braced against lateral movement (i.e. diagonal web). WEBS 4 X 2 SYP No.3 4) Gable studs spaced at 1-4-0 oc. OTHERS 4 X 2 SYP No.3 5) "Fix heels only" Member end fixity model was used in BRACING the analysis and design of this truss. TOP CHORD 6) Recommend 2x6 strongbacks, on edge, spaced at Structural wood sheathing directly applied or 6-0-0 oc 10-0-0 oc and fastened to each truss with 3-10d (0.131" purlins, except end verticals. X 3") nails. Strongbacks to be attached to walls at their BOT CHORD outer ends or restrained by other means. Rigid ceiling directly applied or 10-0-0 oc bracing. 7) NOTE: Refer to attach Trussway Notes, Appendices and T-1 sheet for more information. REACTIONS (lb/size) 8) NOTE: The seal on this drawing indicates acceptance N = 69/0-1-8 B-0-0 of professional engineering responsibility solely for the H = 62/0-1-8 B-0-0 truss component design shown. K = 160/0-1-8 8-0-0 LOAD CASE(S) L = 166/0-1-8 8-0-0 Standard M = 159/0-1-8 8-0-0 J = 17210-1-8 8-0-0 1 = 166/0-1-8 8-0-0 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD N-0 = -65/0 A-0 = -6510 H-P = -50/0 G-P = -50/0 A-B = -13/0 B-C = -13/0 C-D = -D-E = -/0 7/0 = F-G = -22/0 / n BE-FO BOTCHORDRD M-N = 0/3 L-M = 0/13 G/ K-L = 0/13 J-K = 0113 I-J = 0/7 H-1 = 0/7 WEBS D-K = -147/0 C-L = -153/0 James K Meade, P.E. B-M = -159/0 E-J = -15210 Florida P.E. No. 16015 F-I = -152/0 D-J = -9/0 9411 Alcorn Street A-M = 0/18 F-H = -9/0 Houston, TX 77093 NOTES (7-8) 1) Attach ribbon block to truss with 3-10d nails applied to flat face. 2) Gable requires continuous bottom chord bearing. August 11,20 ® WARNING - 7er{fy design parameters and READ NOTES ON THIS AND DrOLUDED DDTES REFERENCE PAGE AM-7473 BEFORE USE. Engineering Department Design validfor use only with M7ek connectors. Thisdesign parameters Alcorn St.based only upon pameters shown, and is for an individual building component. Houston, TX 77093 Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown (713) 691 6900 is for lateral support of individual web members any. Additional temporary bracing to insure stability during construction is the responsibility of the 8850 Trussway Blvd. IRLOSM erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Orlando, FL 32824 fabrication, quality control, storage, delivery, erection and bracing, consult ANSIITP11 Quaffty Criteria, DSB-89 and BCSII Building Component (407) 857 2777 Safety Information available from Truss Plate Institute, 583 D'Onof io Drive, Madison, WI 53719.