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Job Truss Truss Type �Qty` Ply Meetinghouse at Zephyrrhilis Pc H1365095 14299-FL C06 FLOOR 1 1 Job Reference Tonal Trussway, Orlando, FL 32824 7.140 s Oct 12009 Mi rek Industries, Inc. Wed Feb 0315:11:16 2010 Page 1 OP 1.54 11 1.54 11 1.54 11 3x3 = 1.5x3 11 Scale = 1:12.6 A B 3x3 — C D E F M L K J I H G 3x3 = 1.5x3 II 3x3 = 3x3 = 1.54 II 3x3 = N 0 LOADING (pat) SPACING 2-0-0 CSI DEFL in (too) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.13 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 17.5 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(fL) -0.00 1 n/a n/a BCDL 5.0 Code FBC2007rrP12007 (Matrix) Weight: 39 lb LUMBER 3) Truss to be fully sheathed from one face or securely TOP CHORD 4 X 2 SYP No.3 braced against lateral movement (i.e. diagonal web). BOT CHORD 4 X 2 SYP No.3 4) Gable studs spaced at 1-4-0 oc. WEBS 4 X 2 SYP No.3 5) "Semi -rigid with fixed heels" Member end NOTE: THIS TRUSS ASSUMED OTHERS 4 X 2 SYP No.3 fixity model was used in the analysis and design of this s used in t CONTINUOUS LOAD PATH FROM BRACING truss. WALL ABOVE TO WALL BELOW. TOP CHORD ach on edge, spaced at 6) Recommend 2st sed Structural wood sheathing directly applied or 6-0-0 oc to .1 10.0.0 oc and fastened to each truss with 3-10d (0.131" t puriins, 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, Except 7) NOTE: Refer to attach Trussway Notes, Appendices Rigid oc bracing: 1-J. and T-1 sheet for more information. REACTIONS (lb/size) 8) NOTE: The seal on this drawing indicates acceptance L = 55/6-0-0 (min. 0-1-8) of professional engineering responsibility solely for the G = 2/6-0-0 (min. 0.1-8) truss component design shown. K = 141/6-0-0 (min. 0-1-8) LOAD CASE(S) J = 197/6-0-0 (min.0-1-8) Standard I = 203/6-0-0 (min.0-1-8) H = 107/6-0-0 (min.0-1-8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD L-M = -50/0 A-M = -50/0 G-N = -2/0 F-N = -2/0 A-B = -2/0 B-C = 0/26 C-D = 0/26 D-E = 0/26 E-F = -0/0 BOT CHORD 1.e"- K-L = 0/2 J-K = 0/2 I-J = -26/0 H-1 = 0/0 _ G-H = 0/0 Junaldie Budiman-K P.E. B-K = -127J0 C-J = -151/0 D-I = -159/0 E-H = -96/0 , Florida P.E. No. 45161 B-J = -43/0 E-I = -40/0 8850 Trussway Boulevard Orlando, FL 32824 NOTES (7-8) 1) Attach ribbon block to truss with 3-10d nails applied to flatface. 2) Gable requires continuous bottom chord bearing. February 3,2010 WARMNO - Verify design Parameters and READ NOTES ON TBIS AND INCLUDED BDTEE REFERENCE PAGE MU--7473 BEFORE USE. Engineering Department Design valid for use only with Mirek connectors. This design is based ondi only upon parameters shown. and is for an individual building component. 9411 Alcom St. 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 only. Additional temporary bracing to insure stability during construction is the responsibility of the 8850'rmssway Blvd. erector. Additional pem anent 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 ANSI/Ml quality Criteria. DSB-89 and BCSII Building Component (407) 857 2777 Safety Information available from Truss Plate Institute, 583 D'Onofno Drive, Madison, W153719.