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Job Truss Truss Type Qty Ply Fort King Pc H1457596 FCK-F C09 FLOOR 1 1 Job Reference (optional) Trussway, Orlando, FL 32824 7.140 ;Oct 12009 MTek Industries, Inc. Tue Aug 10 13:55:33 2010 Page 1 Scale = 1:16.7 1.Sx3 I I 1.5x3 I I 1.54 I I 1.54 11.5x3 I I A B 3x3 = C D 3x3 E F 3x3 G H 0 R L' T T T T T L P 0 N M L K J I 3x3 = 1.5x3 I I 1a-o 2-rso 3x3 = 1.54 I 3x3 = 1.54 I I aao s4-o a_ao r�aD�� 3x3 = 3x3 = � F LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl 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 We 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 1 n/a n/a BCDL 5.0 Code FBC2007rrP12002 (Matrix) Weight: 55 lb LUMBER TOP CHORD 4 X 2 SYP No.3 WEBS BOT CHORD 4 X 2 SYP No.3 B-0 = -15710 C-N = -153/0 WEBS 4 X 2 SYP No.3 D-M = -154/0 E-L = -152/0 OTHERS 4 X 2 SYP No.3 F-K = -158/0 G-J = -137/0 BRACING B-N = -2/0 D-L = 0/1 TOP CHORD F-J = 0/0 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. NOTES (7-8) BOT CHORD 1) Attach ribbon block to truss with 3-1 Od nails applied to Rigid ceiling directly applied or 10-0-0 oc bracing. flat face. 2) Gable requires continuous bottom chord bearing. REACTIONS (Ib/size) 3) Truss to be fully sheathed from one face or securely P = 55/0-1-8 9-0-0 braced against lateral movement (i.e. diagonal web). 1 = 33/0-1-8 9-0-0 4) Gable studs spaced at 1-4-0 oc. 0 = 17110-1-8 9-0-0 5) "Fix heels only" Member end fixity model was used in N = 167/0-1-8 9-0-0 the analysis and design of this truss. M = 168/0-1-8 9-0-0 6) Recommend 2x6 strongbacks, on edge, spaced at L = 165/0-1-8 9-0-0 10-0-0 oc and fastened to each truss with 3-10d (0.131" K = 171/0-1-8 9-0-0 X 3") nails. Strongbacks to be attached to walls at their J = 149/0-1-8 9-0-0 outer ends or restrained by other means. 7) NOTE: Refer to attach Trussway Notes, Appendices FORCES (lb) - Maximum Compression/Maximum Tension and T-1 sheet for more information. TOP CHORD 8) NOTE: The seal on this drawing indicates acceptance P-Q = -51/0 A-Q = -50/0 of professional engineering responsibility solely for the 1-R = -30/0 H-R = -30/0 A-B = -2/0 B-C = -1/0 truss component design shown. C-D = -1/0 D-E = -1/0 LOADCASE(S) E-F = -1/0 F-G = -1/0 Standard G-H = -1/0 BOT CHORD O-P = 0/2 N-0 = 0/2 M-N = 0/1 L-M = 0/1 K-L = 0/1 J-K = 0/1 James K Meade, P.E. I-J = 0/1 Florida P.E. No.16015 WEBS 9411 Alcorn Street B-0 = -157/0 C-N = -153/0 Houston, TX 77093 D-M = -154/0 E-L = -152/0 F-K = -158/0 G-J = -137/0 B-N = -2/0 D-L = 0/1 F-J = 0/0 August 11120 WARNMO - Verify design Parameters and READ NOTES ON THIS AND INCLUDED ffiITEK REFERENCE PAGE JIW-7473 EEPORE USE. Engineering Department Design valid for use only with MTek connectors. This design is based only upon parameters shown. and is for an individual building component. 8411 on,AlcT S<. Applicability of desi n meters and Houston, 8977083 pp dy g paro proper incorporation of component is responsibility of b ability designer- not truss designer. Bracing shown 8850 Trussway 8900 a for lateral support of individual web members only. Additional temporary bracing to insure stability during construction a the responsibility of the 8850 Trussway Blvd. 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. consuit ANSI/TF11 Quality CrIleria, DSB-B9 and BCSII Building Component (407) 857 2777 Satey Information available from Truss Plate Institute, 583 D'Onofno Drive, Madison, WI 53719.