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PERMANENT ROOF TRU% BRACING NOTES: (SINGLE FAMILY HOME OR TOWNHOU5E CONSTRUCTION, WITH ROOF TRU55E5 SPACED NO MORE THAN 24" O.C) I. WOOD TRU55E5 SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE 13UILDIN6 COMPONENT SAFETY INFORMATION (BG51) '6UIDE TO 6000 PRACTICE FOR HANDLING, IN5TALLIN6, RE5TRAININ6 t BRACING OF METAL PLATE CONNECTED WOOD TRUSSES," (2006 EDITIOW. 2. TOP CHORD BRACING: TOP CHORDS SHALL BE BRACED BY DIRECT -APPLIED PLYWOOD/0513 SHEATHIN6. • IF SHEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FASTENED TOP CHORD, CONTACT MtK FOR BRACIN6 DE516N. 3. BOTTOM CHORD BRACIN6: a. THE BOTTOM GHORD5 5HALL BE BRACED BY DIRECT -APPLIED G.W.B. GEILIN6 4. WEB MEMBER BRACING: THE TR055 MANUFACTURER SHALL INDICATE THE TRUSS MEMBERS (NE65, VERTICALS) THAT REQUIRE LATERAL BRACINCVRE5TRAINT. a. T OR 'L' BRACE: WHERE BRACING 15 REQUIRED AS INDICATED ON SHOP DRAWING, UTILIZE T' OR 'L' BRACES (REFERENCE BG51-133 FIGURES 133-I5 t 133-I1V. SHOP APPLIED REINFORCEMENT PER BC5I-133 FI6URE5 133-22 t BC-23 15 ACCEPTABLE. • T' t 'L' REINFORCING MATERIAL 5HALL MATCH THE 51ZE OF THE VEB/VERTICAL MEMBER. • 'L' t T' REINFORCING TO BE A MINIMUM OF 40% OF THE LENGTH OF THE NEB/VERTICAL MEMBER. • FASTEN t'OR T' REINFORGIN6 TO WEB/VERTICAL N/ Ibd 6UN NAILS (0.1310 1/2") AT b' O.G. b. CONTINUOUS LATERAL BRACINS ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY CONFIGURED ROOF TRU55E5 ALIGN, GONTINUOU5 RON5 OF LATERAL BRACIN6 MAY BE USED IN LIEU OF THE ABOVE -NOTED t'OR TBRACE5. • CONTIN0005 RON5 OF LATERAL BRACING SHALL CON515T OF MINIMUM 2x4. RON5 SHALL 13E LAP SPLICED ONE TRU55 BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TRUSS COMPRESSION WEB w/ (2) 16d GUN NAILS (0.131x3 1/2'). • CONTINUOUS LATERAL BRACIN6 SHALL BE RESTRAINED BY DIA60NAL BRACIN6 (MIN. 2' THICK NOMINAL LUMBER t MINIMUM 5PF 'STUD' 6RADE MATERIAL). THI5 BRACIN6 15 TO BE GONTINUOUS. PROVIDE ONE ROW OF DIA60NAL BRACING AT VERTICAL NEB MEMBERS OF TRU55E5 CL05EST TO EACH 6ABLE END WALL t ADDITIONAL DIA60NAL5 AT 20'-0' AS REQUIRED. seal: ' N 77814 o TT rSE OF :41 © copyright struci 189illar"! z Z_ W w Z in Z w a + L a a� .o Z= H c , ra C� m WE 6 �° mi m J� Z ag as W ;v m ph y M Lh W c N M = DIA60NAL BRACE NAILED TO OPP051TE PROVIDE (2) Ibd NAILS 0 51DE OF M93 AT 20-0 MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYWOOD/OSB ROOF SHEATHING GOMPRE5510N WEB (SLOPING OR VERTICAL) M&K project number: GONTIN. LATERAL BRACING TO LAP ACRO55 MIN. N TRUSS BAY A5 SHOWN DIRECT -APPLIED 61113 GEILIN6 SECTION B-B ALTauaTE FEMM 11 0) OR MORE 31MLAK MUSSB An • XLM 411 2x STRON66AGK NOT REQ'D FOR STRUCTURE) DIRECT -APPLIED PLYND/05B b 3 DIRECT -APPLIED 6NB GEILIN6 — CONTINUOUS LATERAL BRACE ALTERNATE o (3) OR MORE ADJACENT SIMILAR TRU55B (SEE INDIV. M65 SHOP DRMIN65 068-2001 1 project mgr, NJ M FOR LOCATIONS) drawn by; KG K INSTALLED FOR CONST ACK MAY WTA131LITY issue date: 05-26.20 TO KEEP EVEN 5PACIN6 AT BOTTOM CHORD NOT REQ'D FOR REVISIONS: STRUCTURE) NEB MEMBER REQUIRIN6 BRACING AS INDICATED BY TRUSS MANUFACTURER 2x 5TRON(95AGK5 MAY BE INSTALLED FOR CON5TRUGTABILITY TO KEEP EVEN SPACING AT BOTTOM CHORD NOT REOV FOR 5TRUCTU RE) t'OR 'T' BRACING NEBS DESIGNATED BY TRU55 MANUF. PERMANENT TRUSS BRAG I NCG PETA I L5 $ NOTES SCALE, NM DIWT APPLIED 0EILIN6 LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU I RED ALL APPL I GABLE AREAS. THESE WHERE SPECIFICALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. date: initial: 9b rC �1 0 Z sheet: PBS& i