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0 <br />PERMANENT ROOF TRU55 BRACING NOTES: <br />(51N6LE FAMILY HOME OR TOW44OU5E GON5TRUGTION, WITH ROOF TRU55E5 5PAGED NO MORE THAN 24" O.G) <br />I. WOOD TRU55E5 SHALL BE BRACED AND ERECTED IN AGGORDANGE WITH THE BUILDING COMPONENT SAFETY <br />INFORMATION (BG51) "GUIDE TO 6000 PRACTICE FOR HANDLING, IN5TALLING, RE5TRAININ67 4 BRAGIN6 OF <br />METAL PLATE CONNECTED WOOD TRU55E5," (2008 EDITION). <br />2. TOP CHORD BRAGIN6: <br />TOP GHORD5 SHALL BE BRACED BY DIREGT-APPLIED PLYWOOD/0513 SHEATHING. <br />• IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP GHORD OF TRU55 R TO PURLIN5 FA5TENED TOP <br />GHORD, CONTACT M4K FOR BRACING DE516N. <br />3. BOTTOM CHORD BRACING: <br />a. THE BOTTOM GHORD5 5HALL BE BRACED BY DIREGT-APPLIED 6.WB. GEILIN6 <br />4. WEB MEMBER BRAGIN6: <br />THE TRU55 MANUFACTURER SHALL INDICATE THE TRU55 MEMBER5 (WE35, VERTIGAL5) THAT REQUIRE <br />LATERAL BRAGIN6/RE5TRAINT. <br />a. T OR V BRACE: <br />WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE 'T' R V BRACES (REFERENCE <br />B651-133 FI6URE5 63-18 d B3-Iq). 5HOP APPLIED REINFORCEMENT PER BC51-133 FIGURES 63-22 4 BG-23 15 <br />ACCEPTABLE. <br />• 'T' d 'L' REINFRGIN6 MATERIAL SHALL MATCH THE 51ZE OF THE WEB/VERTIGAL MEMBER. <br />• 'L' d 'T' REINFORCIN6 TO BE A MINIMUM OF q0% OF THE LENGTH OF THE WEB/VERTIGAL MEMBER <br />• FA5TEN 'L' OR 'T' REINFORCING TO WEB/VERTICAL PV Ibd GUN NAILS (0.13lx3 I/2") AT 6" O.G. <br />b. GONTINUOUS LATERAL BRACING ALTERNATE: <br />WHEN TREE (3) R MORE 51MILARLY GONFI6URED ROOF TRUSSES ALIGN, GONTINUOU5 ROWS OF LATERAL <br />BRAGIN6 MAY BE U5ED IN LIEU OF THE ABOVE -NOTED 'L' R T BRAGE5. <br />• GONTINUOU5 ROWS OF LATERAL BRAGIN6 SHALL GON515T OF MINIMUM 2x4. ROWS SHALL BE LAP 5PLIGED <br />ONE TRU55 BEYOND IN EACH DIRECTION. 5EGURE BRACE TO EACH TRU55 GOMPRE5510N WEB w/ (2) Ibd <br />CAN NAILS (0.13101/2"). <br />• GONTINUOU5 LATERAL BRACING SHALL BE RE5TRAINED BY DIA60NAL BRAGIN6 (MIN. 2" THICK NOMINAL <br />LUMBER d MINIMUM 5PF 'STUD' GRADE MATERIAL). TH15 BRAGIN6 15 TO BE GONTINUOU5. PROVIDE ONE <br />ROW OF DIAGONAL BRAGIN6 AT VERTICAL WEB MEMBERS OF TRU55E5 GLO5E5T TO EACH GABLE END <br />WALL t ADDITIONAL DIA60NAL5 AT 20'-0" A5 REQUIRED. <br />DIA60NAL BRACE NAILED TO OPPOSITE <br />PROVIDE (2) Ibd NAIL5 o 51DE OF VEB AT 20'-0" MAX. (TO PREVENT <br />EACH MEMBER LATERAL MOVEMENT) OIREGT-APPLIED PLYWOOD/0513 <br />A ROOF 5HEATHIN6 <br />GOMPRE5510N WEB (5LOPIN6 <br />R VERTICAL) <br />COMPONENT <br />J <br />� GLADDIN6 <br />Gomponent5 i Gladding Wind Pressures <br />UP TO 140 MPH Wind Zone Exp. B, Ri5k Gat. II <br />Enclosed, 0.18 int. Pre55ure Goeff. <br />MEAN ROOF <br />ZONE <br />PRE55URE5© <br />ZONE <br />PRE55URE50 <br />HT: 25 FT. <br />(P5F) <br />(P5F) <br />ROOF (HIP) <br />0 <br />+14.1`1 <br />-26.6 <br />2r <br />+14A <br />-36.8 <br />200 TO 2T <br />2e <br />+141 <br />-36.8 <br />0 <br />+14A <br />-36.8 <br />Oi <br />+14A <br />-28.5 <br />O <br />+14A <br />-45.1 <br />ROOF <br />2e <br />+14A <br />-28.3 <br />O <br />+14A <br />-45.1 <br />(6A13LE) <br />20" TO 21• <br />O <br />+14A <br />-45.1 <br />+14A <br />-53.6 <br />0 <br />+21.2 <br />-22A <br />WAL.L5 <br />+21.2 <br />-28.3 <br />• TE:Pregsures charted here cre allowable pressures and are <br />permitted to be converted per A5GE 1-16 section 2.4.1 to get <br />c,n equivalent ultimate load pressure. Divide allowable <br />pressures by a factor of 0.6 to obtain ultimate pressures. <br />Values are based on worst case scenario of 10 p5f (off, area). <br />Refer to notes on 5-0.0 for roof/wall nailing requirements. <br />l �,���« C � & <br />seaK <br />F�. <br />'Q •' �; A <br />No <br />rlL ; <br />of w . <br />p�,c•�`�a\° <br />VA%copyright. �Stru I9, Inc. <br />0 CD <br />z <br />JFC <br />W <br />W <br />CD <br />Z <br />W <br />J <br />Z= <br />F- <br />L) <br />W� <br />H <br />T � <br />i <br />JF <br />Z <br />W <br />y <br />W <br />cc <br />O <br />rn <br />a� <br />. n <br />.4t <br />c E <br />m� <br />a E <br />W <br />�cp <br />m <br />CD O N <br />M = <br />PRESSURE ZONE5 M&K project number: <br />GONTINUOU5 LATERAL BRACE 0 6 8-2, 001 1 <br />ALTERNATE o (3) R MORE <br />ADJACENT 51MILAR TRU55E5 (5EE <br />ro'ed m r: <br />.- :i c <br />... :........:.... INDIV. TRU55 SHOP DRAWINGS P 9 J S B <br />FOR LOGATIONS) drawn by: DJR <br />2x 5TRONC�BAGK MAY BE N5TALLED FOR GON5TRUGTABILITY 1 1 4-2 1 <br />issue date: .. <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM GHORD (NOT REO V FOR <br />STRUCTURE) <br />REVISIONS: <br />GONTIN. LATERAL BRACING date: initial: <br />TO LAP AGRO55 MIN. (1) DIREGT-APPLIED <br />TRU55 BAY A5 SHOWN 6V6 GEILIN6 <br />5EGTION 13-5 <br />&11MM METWO H 0) OR MOM %M-AR 7Fll96E5 ARE WaM <br />X— WEB MEMBER REQUIRING <br />B BRACING A5 INDICATED BY <br />TRU55 MANUFACTURER <br />2x 5TRON66AGK 2x 5TRON613ACK5 MAY BE <br />(NOT REQb FOR IN5TALLED FOR GONSTRLIGTABILITY <br />STRUCTURE) � TO KEEP EVEN SPACING AT <br />BOTTOM GHORD (NOT REQV FOR <br />DIRECT -APPLIED <br />PLYWD/05B <br />n <br />DIREGT-APPLIED / ij \-'L' R T' BRAGIN6 0 <br />6WB GEILIN6 WEB5 DE516NATED BY <br />TRU% MANUR <br />TYPICAL TRU55 ELEVATION <br />Cz <br />�To <br />PERMANENT TRU55 <br />Q <br />BRAG I NG VETA <br />I L5 4 NOTES <br />WALM NONE DIRECT APPLIED GEILIN6 <br />U) <br />j <br />0 <br />�^ <br />W <br />LL, <br />i4i <br />oW <br />Z <br />Q <br />x <br />� <br />Imo•—+ <br />LLJ <br />a <br />� <br />Ld <br />J <br />� <br />11 x <br />� <br />'� <br />o z <br />J J <br />LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME 4 SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU I RED <br />ALL APPL I GABLE AREAS. THESE WHERE 5PEG I F I GALLY I ND I GATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />sheet: <br />PBSBw I <br />