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JUN 0 8 2020 <br />PERMANENT ROOF TRUSS BRACING NOTES: <br />(51NGLE FAMILY HOME OR TOWNHOUSE CONSTRUCTION, WITH ROOF TRUSSES SPACED NO MORE THAN 24, 0.0 <br />I. WOOD TRU55ES SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE 13UILDIN6 COMPONENT SAFETY <br />INFORMATION (BG51) "GUIDE TO GOOD PRACTICE FOR HANDLIN6, IN5TALLIN6, RE5TRAINING t BRAGIN6 OF <br />METAL PLATE CONNECTED WOOD TRUSSES," (2006 EDITIOW. <br />2. TOP CHORD BRAGIN6: <br />TOP CHORD5 SHALL BE BRACED BY DIRECT -APPLIED PLY14000/05B 5HEATHIN6. <br />• IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FASTENED TOP <br />CHORD, CONTACT MtK FOR BRACING DE516N. <br />3. BOTTOM CHORD BRAGIN6: <br />a. THE BOTTOM CHORDS SHALL BE BRACED BY DIRECT -APPLIED (5.W.B. GEILIN6 <br />4. WEB MEMBER BRACING: <br />THE TRU55 MANUFACTURER SHALL INDICATE THE TRU55 MEMBER5 W35, VERTICAL5) THAT REQUIRE <br />LATERAL BRACIN6/RE5TRAINT. <br />a. TOR 1-'BRACE: <br />WHERE BRAGIN6 15 REQUIRED AS INDICATED ON SHOP DRAWING, UTILIZE T OR 'L' BRACES (REFERENCE <br />B651-133 F16URE5 B3-18 t B3-". 5HOP APPLIED REINFORCEMENT PER BC5I-133 FI6URE5 133-22 t BC-23 15 <br />ACCEPTABLE. <br />• 'T' t V REINFORCIN6 MATERIAL SHALL MATCH THE 51ZE OF THE I EB/VERTICAL MEMBER. <br />• 'L' t T' REINFORGIN6 TO 13E A MINIMUM OF 10% of THE LENGTH OF THE WEB/VERTICAL MEMBER. <br />• FA5TEN 'L' OR 'T' REINFORCING TO WEB/VERTICAL W/ Ibd 6UN NAILS (0.131x3 I/2") AT b" O.G. <br />b. GONTINUOUS LATERAL BRACING ALTERNATE: <br />WHEN THREE (3) OR MORE 51MILARLY CONFIGURED ROOF TRU55E5 AL16N, CONTINUOUS ROWS OF LATERAL <br />BRACIN6 MAY BE USED IN LIEU OF THE ABOVE -NOTED 'L' OR TBRACES. <br />• CONTIN0005 RON5 OF LATERAL BRACIN6 SHALL CONSIST of MINIMUM 2x4. ROW5 SHALL BE LAP 5PLICED <br />ONE TRU55 BEYOND IN EACH DIRECTION. SECURE BRAGE TO EACH TRV55 COMPRESSION VEB w/ (2) Ibd <br />GUN NAILS (0.1310 1/2"). <br />• CONTINUOUS LATERAL BRAGINFi SHALL BE RESTRAINED BY DIA60HAL BRACING (MIN. 2" THICK NOMINAL <br />LUMBER t MINIMUM 5PF '5TUD' 6RADE MATERIAL). THI5 BRAGIN6 15 TO BE CONTINUOUS. PROVIDE ONE <br />RON OF DIAGONAL BRACING AT VERTICAL WEB MEMBER5 OF TRU55E5 CLO5E5T TO EACH 6ABLE END <br />WALL t ADDITIONAL DIA60NAL5 AT 20'-0" A5 REQUIRED. <br />DIAGONAL BRAGE NAILED TO OPP051TE <br />PROVIDE (2) Ibd NAILS o SIDE OF WEB AT 20'-0" MAX. (TO PREVENT <br />EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYWOOD/0513 <br />A ROOF 5HEATHIN6 <br />CONTIN. LATERAL BRAGIN6 <br />To LAP ACK055 MIN. (1) <br />TRU55 BAY A5 5HOWN <br />2x 5TRON613ACK <br />NOT REQV FOR <br />5TRUGTURE) <br />DIRECT -APPLIED <br />PLYND/05B <br />DIRECT -APPLIED <br />6VD GEILIN6 <br />SECTION B-B <br />Aoetmv f my HM 0) at Mo11E 3MM MAsEs ME 6XO v 7 <br />Q <br />DIRECT -APPLIED <br />6WB GEILIN6 — <br />TYPIGAL TRU55 ELEVATION <br />GOMFRE5510N WEB (SLOPIN6 <br />OR VERTICAL) <br />GONTINUOU5 LATERAL BRACE <br />ALTERNATE o (3) OR MORE <br />ADJACENT 51MILAR TRUSSES (SEE <br />INDIV. TRUSS SHOP PRANIN65 <br />FOR LOCATIONS) <br />2x 5TRON613AGK MAY BE <br />INSTALLED FOR GON5TRUGTABILITY <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REQ'D FOR <br />STRUCTURE) <br />WEB MEMBER REQUIRING <br />BRACING A5 INDICATED BY <br />TRU55 MANUFACTURER <br />2x STRON6BAGK5 MAY BE <br />INSTALLED FOR CONSTRXTA$ILITY <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REOV FOR <br />STRUCTURE) <br />'L' OR 'T' BRACING o <br />V^IE135 DE516NATED BY <br />TRU55 MANUF. <br />PERMANENT TRUSS <br />BRACING DETAILS 4 NOTES <br />SCALJ>:: NM <br />VIMT APPLIED ONLINE <br />LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME I$ SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REOU I RED <br />ALL APPL I GABLE AREAS. THESE WHERE SPECIFICALLY INDICATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />seal: 0\11111111/1 <br />too <br />. t _ <br />t t <br />4u <br />Rt <br />© copyright y <br />Strut fal t liltk*0 <br />aCD <br />Z <br />J� <br />w <br />w <br />Z <br />c <br />C-0 <br />rn <br />Z <br />w <br />J <br />oa.. <br />t: <br />o <br />Q <br />Z <br />.a <br />Q o <br />H <br />C) <br />♦ c� <br />-, . 4 <br />CM <br />� <br />1-- <br />c <br />"o m <br />T fn <br />M j <br />0° E <br />i a <br />Jz2� <br />Q. <br />W <br />G <br />:a <br />Y <br />o <br />0 <br />y <br />W <br />M L6 <br />N <br />CC <br />c <br />fn Q <br />7 <br />M&K project number: <br />068-2001 1 <br />project mgr, J S B <br />drawn by: KG K <br />issue date: 05-20-20 <br />REVISIONS: <br />■ date: initial: ■ <br />10 <br />(n <br />J <br />O <br />J <br />LL <br />W <br />w <br />z <br />C) <br />a <br />J <br />O <br />cn <br />d <br />Q <br />z <br />U <br />� <br />o <br />Q <br />� <br />Ca <br />OY <br />z <br />J J <br />sheet: <br />PB$B• i <br />