Laserfiche WebLink
.amn10 <br />0 <br />go <br />PERMANENT ROOF TRU55 BRACIN6 NOTE5: <br />(51N61.E FAMILY HOME OR TOWNHOU5E GON5TRUGTION, WITH ROOF TRU55E5 5PAGED NO MORE THAN 24" O.G) <br />I. WOOD TRU55E5 SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDIN6 COMPONENT 5AFETY <br />INFORMATION (BG51) "6UIDE TO 600D PRACTICE FOR HANDLING, IN5TALLIN6, RE5TRAININ6 4 BRAGIN6 OF <br />METAL PLATE CONNECTED WOOD TRU55E5," (2008 EDITION). <br />2. TOP CHORD BRAGIN6: <br />TOP GHOR05 SHALL BE BRACED BY DIRECT -APPLIED PLYWOOD/056 5HEATHIN6. <br />• IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FASTENED TOP <br />CHORD, CONTACT M8K FOR BRACING DE516N. <br />3. BOTTOM CHORD BRAGIN6: <br />a. THE BOTTOM GHOR05 SHALL BE BRACED BY DIRECT -APPLIED 6.W.B. GEILIN6 <br />4. WEB MEMBER BRAGIN6: <br />THE TRU55 MANUFACTURER SHALL INDICATE THE TRU55 MEMBER5 (WEBS, VERTIGALS) THAT REQUIRE <br />LATERAL BRAGIN6/RE5TRAINT. <br />a. 'T' OR V BRACE: <br />WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON SHOP DRAWIN6, UTILIZE 'T' OR 'L' BRAGE5 (REFERENCE <br />BG51-133 FI6URE5 B3-18 $ B3-I9). 5HOP APPLIED REINFORCEMENT PER 13651-133 FI6URE5 B3-22 8 BG-23 15 <br />ACCEPTABLE. <br />• 'T' $ 'L' REINFORGIN6 MATERIAL SHALL MATCH THE 51ZE OF THE WEB/VERTIGAL MEMBER. <br />• 'L' $ 'T' REINFORGIN6 TO BE A MINIMUM OF 90% OF THE LENGTH OF THE WEB/VERTIGAL MEMBER. <br />• FA5TEN 'L' OR 'T' REINFORGIN6 TO WEB/VERTIGAL W/ 16d GUN NAILS (0.13lx3 l/2") AT 6" O.G. <br />b. CONTINUOU5 LATERAL BRAGIN6 ALTERNATE: <br />WHEN THREE (3) OR MORE 51MILARLY GONFI6URED ROOF TRU55E5 AL16N, GONTINUOU5 ROWS OF LATERAL <br />BRAGIN6 MAY BE U5ED IN LIEU OF THE ABOVE -NOTED V OR 'T' BRAGE5. <br />• GONTINUOU5 ROW5 OF LATERAL BRAGIN6 SHALL GON515T OF MINIMUM 2x4. ROW5 5HALL BE LAP 5PLIGED <br />ONE TRU55 BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TRU55 COMPRE55ION VEB W (2) 16d <br />6UN NAIL5 (0.1310 1/2"). <br />• GONTINUOU5 LATERAL BRAGIN6 5HALL BE RESTRAINED BY DIA60NAL BRAGINS (MIN. 2" THICK NOMINAL <br />LUMBER 4 MINIMUM 5PF '5TUD' 6RADE MATERIAL). THI5 BRAGIN6 15 TO BE GONTINUOU5. PROVIDE ONE <br />ROW OF DIAGONAL BRAGIN6 AT VERTICAL WEB MEMBER5 OF TRU55E5 GLO5E5T TO EACH GABLE END <br />WALL 4 ADDITIONAL DIA60NAL5 AT 20'-0" A5 REQUIRED. <br />DIA60NAL BRACE NAILED TO OPP051TE <br />PROVIDE (2) Ibd NAIL5 51DE OF WEB AT 20'-0" MAX. (TO PREVENT <br />EACH MEMBER LATERAL MOVEMENT) DIREGT-APPLIED PLYWOOD/0513 <br />ROOF 5HEATHIN6 <br />GOMPRE55ION WEB (SLOPING <br />OR VERTICAL) <br />GONTINUOU5 LATERAL BRACE <br />ALTERNATE a (3) OR MORE <br />ADJACENT 51MILAR TRU55E5 (5EE <br />... <br />INDIV. TRU55 SHOP DRAW065 <br />x <br />FOR LOGATION5) <br />2x 5TRON6BAGK MAY BE <br />IN5TALLED FOR GON5TRUGTABILITY <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REOV FOR <br />5TRUGTURE) <br />GONTIN. LATERAL BRAGIN6 J <br />TO LAP AGRO55 MIN. (1) DIRECT -APPLIED <br />TRU55 BAY A5 SHOWN 6WB GEILIN6 <br />5EGTION B-B <br />ALTERNATE PEnM M37E (3) OR FORE 51HLM TF16SES ARE GROUP® <br />WEB MEMBER REQUIRING <br />B BRAGIN6 A5 INDICATED BY <br />TRU55 MANUFACTURER <br />2x 5TRON65AGK 2x 5TRON6BAGK5 MAY BE <br />(NOT REQ'D FOR INSTALLED FOR GON5TRUGTABILITY <br />STRUCTURE) TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REQ'D FOR <br />5TRUGTURE) <br />DIRECT -APPLIED <br />PLYWD/05B <br />V DIRECT -APPLIED / \-'L' OR 'T' BRACIN6 <br />6WB GEILIN6 -� IAE55 DE516NATED BY <br />TRU55 MANUF. <br />TYPICAL TRU55 ELEVATION <br />PERMANENT TRU55 <br />A BRAG I NG PETA IL5 $ NOTE5 <br />SCALE: NONE DIRECT APPLIED GEILIN6 <br />ko <br />3e 2n 3r 3r 2n 3e <br />GOMPONENT GLADD I NCB <br />PRE55URE ZONES <br />Gomponent5 � Gladding Wind Pressures <br />UP TO 140 MPH Wind Zone ExI2. 8, Ri5k Gat. II <br />Enclosed, 0.18 Int. Pre55ure Goeff. <br />MEAN ROOF <br />ZONE <br />PRE55URE50 <br />ZONE <br />PRE55URE50 <br />HT: 25 FT. <br />(P5F) <br />(P51F) <br />ROOF (HIP) <br />O <br />+141 <br />-26.6 <br />2r <br />+14A <br />-36.8 <br />200 TO 210 <br />2e <br />+14A <br />-36.8 <br />+14A <br />-3613 <br />O <br />-28.3 <br />2r <br />+14A <br />-45.1 <br />ROOF+14.G <br />2e <br />+14A <br />-28.5 <br />3e <br />+141 <br />-45.1 <br />(GABLE) <br />20" TO 21' <br />2n <br />+14A <br />-45.1 <br />3r <br />+14A <br />-55.6 <br />O <br />+21.2 <br />-22A <br />WALLS <br />O5 <br />+21.2 <br />-28.3 <br />NR <br />OTE:Pre55ure5 charted here are allowable pre55ures and are <br />permitted to be converted per A5GE 1-16 section 2.4.1 to get <br />an equivalent ultimate load pressure. Divide allowable <br />pre55ure5 by o factor of 0.6 to obtain ultimate pre55ure5. <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 />seal: <br />4 <br />® �® <br />AJ <br />® ao <br />�s <br />, <br />MJANN 34 zz <br />copyright: <br />Structural Engineering, Inc. <br />a( <br />ZE <br />,J W <br />w <br />z <br />c <br />� rn <br />Z <br />W OQ. <br />J LZ <br />a� <br />Q <br />ZQ <br />A <br />E <br />UJ y <br />M Z3 <br />E <br />Q <br />J� Qo <br />°D <br />Z c <br />W CP <br />oco <br />y m Ln <br />W CD <br />C N <br />cc M Q. <br />M&K project number: <br />068-2001 1 <br />project mgr: J S B <br />drawn by BC <br />issue date: 01 -1 8-2 2 <br />REVISIONS: <br />date: initial: <br />LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME $ SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REGU 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 />Q <br />C] <br />a <br />(n o <br />J J <br />LL <br />d (n; <br />W Q z <br />� 0 a <br />a <br />J � � <br />F-� W U <br />(j CL J J <br />PB'BP41� <br />