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U 1 I-....J__ I L1:m, , ... . 1. : I _ A __IJ. I I- . i III I IL . IY II L. 14 A 1,-- U-14L---__ J� , - - __ ..'W&LbM PERMANENT ROOF TR 155 BRACING NOTE5: (51NG1 E FAMILY HOME OR TOWNHOU5E ( ONSTRUCTION, WITH ROOF TRU55E5 SPACED NO MORE THAN 24" O.C) I. WOOD TRUSSES SHALL BE BRACED AND ERECTED IN AGGORDANGE WITH THE BUILDING COMPONENT SAFETY INFORMATION (BG51) "GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RESTRAINING 4 BRACING OF METAL PLATE CONNECTED WOOD TRU55E5," (2008 EDITION). 2. TOP CHORD BRACING: TOP CHORDS SHALL BE BRACED BY DIRECT -APPLIED PLYWOOD/055 SHEATHING. • IF 5HEATHING 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FASTENED TOP CHORD, CONTACT MW FOR BRACING DESIGN. 3. BOTTOM CHORD BRAGING: a. THE BOTTOM CHORDS SHALL BE BRACED BY DIRECT -APPLIED G.W.B. CEILING 4. WEB MEMBER BRAGING: THE TRUSS MANUFACTURER SHALL INDICATE THE TRUSS MEMBERS (WEBS, VERTIGAL5) THAT REQUIRE LATERAL BRACING/RE5TRAINT. a. T OR 'L' BRACE: WHERE BRACING 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE T' OR 'L' BRACES (REFERENCE BG51-133 FI6URE5 B3-18 4 133-I1). SHOP APPLIED REINFORCEMENT PER B65I-W FIGURE5 83-22 4 BG-23 15 ACCEPTABLE. • 'T' 4 'L' REINFORCING MATERIAL SHALL MATCH THE 51ZE OF THE WEB/VERTIGAL MEMBER • 'L' 4 T' REINFORGING TO BE A MINIMUM OF A0% OF THE LENGTH OF THE WEBNERTIGAL MEMBER. • FA5TEN 'L' OR T' REINFORCING TO WEIWERTIGAL W/ Ibd GUN NAILS 60.131x3 I/29 AT b" O.G. b. CONTINUOUS LATERAL BRAGING ALTERNATE: WHE`.N THREE (3) OR MORE 51MILARLY GONF16URED ROOF TRU%E5 ALIGN, CONTINUOUS ROWS OF LATERAL BRACING MAY BE USED IN LIEU OF THE ABOVE -NOTED 'L' OR TBRAGE5. • CONTINUOUS ROWS OF LATERAL BRAGING SHALL CONSIST OF MINIMUM 2x4. ROWS SHALL BE LAP SPLICED ONE TRU55 BEYOND IN EACH DIRECTION. 5ECURE BRACE TO EACH TRU55 COMPRESSION WEB W (2) I6d GUN NAILS (0.13101/2"). • CONTINUOUS LATERAL BRAGING SHALL BE RE5TRAINED BY DIAGONAL BRACING (MIN. 2" THICK NOMINAL LUMBER 4 MINIMUM 5PF STUD' GRADE MATERIAL). THI5 BRAGING 15 TO BE CONTINUOUS. PROVIDE ONE ROW OF DIAGONAL BRAGING AT VERTICAL WEB MEMBERS OF TRUSSES GLO5E5T TO EACH GABLE END WALL 4 ADDITIONAL DIA67ONAL5 AT 20'-0" AS REQUIRED. DIAGONAL BRACE NAILED TO OPPOSITE PROVIDE (2) Ibd NAILS o 51DE OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYWOOD/05B A ROOF SHEATHING GOWRE55ION WEB (SLOPING OR VERTICAL) seal: o kA 5 c� copyright: MULHERN 6 KULP Structural Engineering, Inc. 0 CD Z JLU W W Z z Z W J Q Z - F cc=) W� T v7 i JF� z W O_ y W M&K project number: I CONTINUOUS LATERAL BRACE 068-2001 1 ALTERNATE o (3) OR MORE project mgr: drawn by: J S B MJT AD.IAGENT SIMILAR TRU55ES (SEE .. INDIV. TRUSS SHOP DRAWINGS FOR LOCATIONS) h 2x 5TROW-7BACK MAY BE INSTALLED FOR GON5TRUGTABILITY issue date: .. .. O 2 6 2 TO KEEP EVEN SPAGING AT BOTTOM CHORD (NOT REQV FOR STRUCTURE) REVISIONS: date: initial: CONTIN. LATERAL BRACING TO LAP ACROSS MIN. (I) DIREGT-APPLIED TRU55 BAY AS 5HOWN GWB GEILING 5EGTION 5-5 ALWIDIATE bE WO MM (5) OR MOPE SHIM TFUM ARE MOIIPED WEB MEMBER REQUIRING B BRACING AS INDICATED BY TRU55 MANUFACTURER 2x 5TRONGBACK 2x 5TRONG5ACK5 MAY 13E � INSTALLED FOR CON5TRUCTABILITY (NOT REEQD FOR TO KEEP EVEN 5PAGING AT � "L " BOTTOM CHORD (NOT REQ'D FOR STRUCTURE) t;"1 RS DIRECT -APPLIED Q, PLYWD/05B DIREGT-APPLIED B 'L' OR T' BRACING o GWB GEILING WE35 DESIGNATED BY TRUSS MANUF. TYPICAL Tf;W% ELEVATION PERMANENT TRUSS BRACING DETAILS 4 NOTES SGAI.s:: N014): VIWT APPLIED WLIN6 1~ 0 J d a 0 J LL C� z x (L U7 d J U U) z J LETTERED DETAILS ARE TYPIGAL FOR TH 15 HOME � SHALL BE IMPLEMENTED IN ALL APPL I GABLE AREAS. THESE DETAILS ARE NOT "GUT" ON THE PLANS. NUMBERED DETAILS ARE PLAN 5PEG I F I G AND ARE ONLY REOU I RED WHERE 5PEG I F I GALLY I ND I GATED ("GUT") ON THE PLANS. q sheet: