Laserfiche WebLink
r� <br />PERMANENT ROOF TRU55 BRAGIN6 NOTES: <br />(SINGLE 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 AGGORDANGE WITH THE BUILDIN6 COMPONENT SAFETY <br />INFORMATION (BG51) "GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6, RE5TRAININ6 t BRAGIN6 OF <br />METAL PLATE CONNECTED WOOD TRU55E5," (2008 EDITION). <br />2. TOP CHORD BRAGIN& <br />TOP GHORD5 5HALL BE BRAGED BY DIREGT-APPLIED PLYWOOD/058, 5HEATHIN6. <br />• IF 5HEATHINC7 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU% OR TO PURLIN5 FASTENED TOP <br />CHORD, CONTACT MW FOR BRACIN6 DE516N. <br />3. BOTTOM CHORD BRAGIN6: <br />a. THE BOTTOM GHORD5 5HALL BE BRAGED BY DIREGT-APPLIED G.W.B. GEILIN6 <br />4. WEB MEMBER BRAGIN6: <br />THE TRU55 MANUFACTURER SHALL INDICATE THE TRU55 MEMBER5 01EB5, VERTIGAL5) THAT REQUIRE <br />LATERAL BRAGIN6/RE5TRAINT. <br />a. 'T' OR 'L' BRACE: <br />WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON 5HOP DRAWING, UTILIZE 'T' OR 'L' BRAGE5 (REFERENCE <br />BG51-B3 F16URE5 83-18 $ 133-Iq). 5HOP APPLIED REINFORCEMENT PER BG51-133 F16URE5 83-22 4 BG-23 15 <br />ACCEPTABLE. <br />• 'T' d 'L' REINFORGIN6 MATERIAL 5HALL MATCH THE 51ZE OF THE WEB/VERTIGAL MEMBER. <br />• 'L' 4 'T' REINFORGIN6 TO BE A MINIMUM OF q0% OF THE LENGTH OF THE WEB/VERTIGAL MEMBER. <br />• FA5TEN 'L' OR 'T' REINFORGIN6 TO WEB/VERTIGAL W/ 16d 6UN NAIL5 (0.13lx3 I/2") AT 6" O.G. <br />b. GONTINUOU5 LATERAL BRAGIN6 ALTERNATE: <br />WHEN THREE (5) OR MORE 51MILARLY GONF16UREP ROOF TRU55E5 AL16N, GONTINUOU5 ROW5 OF LATERAL <br />BRAGIN6 MAY BE U5ED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRAGE5. <br />• CONTINUOUS ROW5 OF LATERAL BRAGIN6 5HALL GON515T OF MINIMUM 2x4. ROW5 5HALL BE LAP 5PLIGED <br />ONE TRU55 BEYOND IN EACH DIRECTION. 5EGURE BRACE TO EACH TRU55 GOMPRE55ION WEB W (2) 16d <br />6UN NAIL5 (0.1310 1/2"). <br />• GONTINUOU5 LATERAL BRAGIN6 5HALL BE RE5TRAINED BY DIA60NAL BRAGIN6 (MIN. 2" THICK NOMINAL <br />LUMBER d MINIMUM 5PF '5TUD' 6RADE MATERIAL). TH15 BRAGIN6 15 TO BE GONTINUOU5. PROVIDE ONE <br />ROW OF DIA60NAL BRAGIN6 AT VERTICAL WEB MEMBER5 OF TRU55E5 GL05E5T TO EACH GABLE END <br />WALL 4 ADDITIONAL DIA60NAL5 AT 20'-0" A5 REQUIRED. <br />DIA6ONAL BRACE NAILED TO OPP051TE <br />PROVIDE (2) Ibd NAIL5 o 51DE OF WEB AT 20'-0" MAX. (TO PREVENT <br />EACH MEMBER LATERAL MOVEMENT) DIREGT-APPLIED PLYWOOD/05B <br />A ROOF 5HEATHIN6 <br />GONTIN. LATERAL BRAGIN6 <br />TO LAP AGRO55 MIN. (1) <br />TRU55 BAY A5 5HOWN <br />2x 5TRON6BAGK <br />(NOT REQ'D FOR <br />5TRUGTURE) <br />DIREGT-APPLIED <br />PLYWD/05B <br />GOMPRE55ION WEB (SLOPING <br />OR VERTICAL) <br />CONTINUOU5 LATERAL BRACE <br />ALTERNATE a (3) OR MORE <br />............................ <br />ADJACENT 51MILAR TRU55E5 (5EE <br />INDIV. TRU55 SHOP DRAWIN65 <br />x FOR L06ATION5) <br />2x 5TRON68A6K MAY BE <br />IN5TALLED FOR 6ON5TRUGTABILITY <br />r7jj� <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REOV FOR <br />5TRUGTURE) <br />DIREGT-APPLIED <br />6WB GEILIN6 <br />5EGTION B-B <br />ALT07NATE MT reM (3) OR rage SIMLAR TR16CS ARE 6ROWW <br />0 <br />0 <br />DIRECT -APPLIED <br />6WB GEILIN6 - <br />TYPICAL TRU55 ELEVATION <br />WEB MEMBER REQUIRIN6 <br />BRAON6 A5 INDICATED BY <br />TRU55 MANUFACTURER <br />2x 5TRON66AGK5 MAY BE <br />IN5TALLED FOR GON5TRUGTABILITY <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REOV FOR <br />STRUGTURE) <br />'L' OR 'T' BRAGIN6 <br />WE135 DE516NATED BY <br />TRU55 MANUF. <br />PERMANENT TRU55 <br />BRAG I NG DETAILS 4 NOTE5 <br />SCALE: NONE <br />DIRECT APPLIED CEILIN6 <br />2e <br />COMPONENT <br />J <br />6� <br />ff CLADDING <br />PRE55URE ZONE5 <br />Gomponent5 a Gladding hind Pressures <br />UP TO 140 MPH Wind Zone ExI2. B, Ri5k Gat. II <br />Endo5ed, 0.18 Int. Pre55ure Goeff. <br />MEAN ROOF <br />ZONE <br />PRE55URE5© <br />ZONE <br />PRE55URE5© <br />HT: 25 FT. <br />(P5F) <br />(P51F) <br />ROOF (HIP) <br />O <br />+14A <br />-26.6 <br />2r <br />+14A <br />-36.8 <br />20• TO 2T <br />2e <br />+14A <br />-36.8 <br />O3 <br />+14.q <br />-36.8 <br />OI <br />+14A <br />-28.3 <br />2r <br />+14A <br />-45.1 <br />ROOF <br />2e <br />+14.q <br />-28.5 <br />3e <br />+14.11 <br />-45.1 <br />(6ABLE) <br />200 TO 210 <br />2n <br />+14A <br />-45.1 <br />0 <br />+141 <br />-53.6 <br />+21.2 <br />-22A <br />WALLS <br />O <br />+21.2 <br />-28.3 <br />oOTE: Pre55ure5 charted here are allowable pressures and are <br />permitted to be converted per A5GE -1-I6 5ection 2.4.1 to get <br />an equivalent ultimate load pressure. Divide allowable <br />pre55ure5 by a factor of 0.6 to obtain ultimate pressures. <br />Value5 are based on Wor5t ca5e 5Genario of 10 p5f (eff. area). <br />Refer to note5 on 5-0.0 for roof/wall nailing requirements. <br />LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME 4 SHALL BE IMPLEMENTED IN SPECIFIC 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 />se: <br />0 7 <br />2 <br />� 4 <br />:O. 3Op <br />T k. <br />,lit�E14 <br />© copyright: MULHERN & KULP <br />0 z <br />Jcc: <br />w <br />LJJ <br />\/ CD <br />Z <br />i z <br />Z <br />W <br />J <br />Q <br />Z <br />U <br />WF- <br />H <br />v3 <br />4 <br />JH <br />z <br />W <br />G <br />LU <br />W <br />X= <br />0 <br />a) <br />a� <br />Q <br />. <br />� E <br />mE <br />Q • <br />Y (C?p <br />m LO <br />0 <br />N <br />M = <br />M&K project number: <br />068-2001 1 <br />project mgr: <br />drawn by: <br />issue date: <br />REVISIONS: <br />JSB <br />DR <br />10-04-21 <br />■ date: initial: ■ <br />sheet: <br />J <br />W <br />Q <br />02 <br />0 <br />0 <br />0. <br />11 <br />00 <br />I~ <br />0 <br />J <br />0 <br />a <br />0 <br />LL <br />U <br />z <br />r(L <br />v) <br />Z) <br />j� <br />V <br />z <br />.._.l <br />