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9 <br />W <br />M <br />PERMANENT ROOF TRUSS BRAGIN6 NOTES: <br />(SINGLE FAMILY HOME OR TOWNHOUSE CONSTRUCTION, WITH ROOF TRU55E5 SPACED NO MORE THAN 24" O.G) <br />I. WOOD TRUSSES SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT SAFETY <br />INFORMATION (BG51) "6UIDE TO GOOD PRACTICE FOR HANDLIN6, IN5TALLIN6, RE5TRAININS 4 BRAGIN6 OF <br />METAL PLATE CONNECTED WOOD TRUSSES," (2008 EDITION). <br />2. TOP CHORD BRAGIN6: <br />TOP CHORDS SHALL BE BRACED BY DIRECT -APPLIED PLYWOOD/05B 5HEATHIN6. <br />• IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRUSS OR TO PURLIN5 FASTENED TOP <br />GHORD, CONTACT M4K FOR BRAGIN6 DE516N. <br />3. BOTTOM CHORD BRAGIN6: <br />a. THE BOTTOM GHORD5 SHALL BE BRACED BY DIRECT -APPLIED G.W.B. GEILIN6 <br />4. WEB MEMBER BRAGIN6: <br />THE TRU55 MANUFACTURER SHALL INDICATE THE TRU55 MEMBERS (WEB5, VERTICALS) THAT REQUIRE <br />LATERAL BRAGIN6/RE5TRAINT. <br />a. 'T' OR 'L' BRACE: <br />WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON SHOP DRAWIN6, UTILIZE 'T' OR 'L' BRAGE5 (REFERENCE <br />BC51-53 F16URE5 B3-18 4 133-Iq). SHOP APPLIED REINFORCEMENT PER BG51-03 F16URE5 53-22 4 BG-23 15 <br />ACCEPTABLE. <br />• 'T' 4 'L' REINFORGIN6 MATERIAL SHALL MATCH THE SIZE OF THE WEB/VERTIGAL MEMBER. <br />• 'L' 4 'T' REINFORGIN6 TO BE A MINIMUM OF q0% OF THE LEN6TH OF THE WEB/VERTIGAL MEMBER. <br />• FASTEN 'L' OR 'T' REINFORGIN6 TO WEB/VERTIGAL W/ 16d 6UN NAILS (0.1310 1/2") AT 6" O.G. <br />b. CONTINUOUS LATERAL BRAGIN6 ALTERNATE: <br />WHEN THREE (3) OR MORE SIMILARLY GONF16URED ROOF TRUSSES ALIGN, CONTINUOUS ROW5 OF LATERAL <br />BRAGIN6 MAY BE USED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRAGE5. <br />• CONTINUOUS ROWS OF LATERAL BRAGIN6 SHALL GON515T OF MINIMUM 2x4. ROW5 SHALL BE LAP SPLICED <br />ONE TRU55 BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TRU55 GOMME55ION WEB w/ (2) Ibd <br />GUN NAILS (0.1310 1/2"). <br />• CONTINUOUS LATERAL BRAGIN6 SHALL BE RESTRAINED BY DIA60NAL BRAGIN6 (MIN. 2" THICK NOMINAL <br />LUMBER 4 MINIMUM 5PF '5TUD' GRADE MATERIAL). THIS BRAGIN6 15 TO BE CONTINUOUS. PROVIDE ONE <br />ROW OF DIA60NAL BRAGIN6 AT VERTICAL WEB MEMBERS OF TRUSSES CLOSEST TO EACH 6ABLE END <br />WALL 4 ADDITIONAL DIA60NAL5 AT 20'-0" A5 REQUIRED. <br />DIA60NAL BRACE NAILED TO OPPOSITE <br />PROVIDE (2) 16d NAILS 0 51DE OF WEB AT 20'-0" MAX. (TO PREVENT <br />EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYWOOD/0515 <br />�� <br />A -, ROOF 5HEATHIN6 <br />COMPRESSION NEB (SLOPING <br />OR VERTICAL) <br />CONTINUOUS LATERAL BRACE <br />\\ I ALTERNATE 0 (3) OR MORE <br />_.. __ . ADJACENT 51MILAR TRUSSES (SEE <br />... <br />.. .. <br />INDIV. TRU55 SHOP DRMIN65 <br />x FOR LOGATIONS) <br />2x 5TRON613AGK MAY BE <br />INSTALLED FOR GON5TRUGTABILITY <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REQ'D FOR <br />F3 STRUCTURE) <br />GONTIN. LATERAL BRAGIN6 <br />TO LAP AGRO55 MIN. (1) DIREGT-APPLIED <br />TRU55 BAY AS 5HOWN 6WB GEILIN6 <br />SECTION B-B <br />ALTERMTE METHOD HERE (3) OR MORE 514LAR TRH ARE GROUPED <br />WEB MEMBER REQUIRIN6 <br />B BRAGIN6 AS INDICATED BY <br />�-, TRU55 MANUFACTURER <br />2x STRON6BAGK <br />(NOT REQ'D FOR <br />STRUCTURE) <br />DIREGT-APPLIED <br />PLYWD/05B <br />A <br />DIREGT-APPLIED <br />6W6 GEILIN6 - <br />TYPICAL TRU55 ELEVATION <br />2x 5TRON65AGK5 MAY BE <br />INSTALLED FOR GON5TRUGTABILITY <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM GHORD (NOT REQ'D FOR <br />STRUCTURE) <br />'L' OR 'T' BRAGIN6 0 <br />WEB5 DE516NATED BY <br />TRU55 MANUF. <br />PERMANENT TRU55 <br />BRACING DETA I L5 4 NOTE5 <br />COMPONENT <br />1 <br />i CLADDING <br />PRE55URE ZONES <br />Gomponent5 � G lodding Nind Pre55ure5 <br />UP TO 140 MPH Wind Zone Exp. B, Ri5k Gat. II <br />Endo5ed, 0.18 Int. Pre55ure Goeff. <br />MEAN ROOF <br />ZONE <br />PRE55URE50 <br />ZONE <br />PRE55URE50 <br />HT: 25 FT. <br />(P5F) <br />(P5F) <br />ROOF (HIP) <br />O <br />+14.q <br />-26.6 <br />2r <br />+14.q <br />-36.8 <br />20" TO 210 <br />2e <br />+14.q <br />-36.8 <br />O3 <br />+141 <br />-36.8 <br />0 <br />+14.q <br />-28.3 <br />0+14.q <br />-45.1 <br />ROOF <br />2e <br />+14.q <br />-28.3 <br />3e <br />+14.q <br />-45.1 <br />(6ABLE) <br />20" TO 27° <br />2n <br />+14.q <br />-45.1 <br />3r <br />+14.q <br />-53.6 <br />0 <br />+21.2 <br />-22A <br />WALLS <br />O 1+21.2 <br />-28.3 <br />NOTE:Pre5sures charted here are allowable pressures and are <br />permitted to be converted per ASGE 7-16 section 2.4.1 to get <br />on ectuivolent 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 psf (eff. area). <br />Refer to notes on 5-0.0 for roof/wall nailing requirements. <br />seal;CZ <br />9�e ``YS:�f,f p <br />t °'f <br />o' .o <br />~:No 77824 <br />^d» 9 )q• ru <br />1 1 <br />.w.m ^,y�yv STWE <br />s 0�.� <br />© copyright.'E�1�e�\` <br />Structufd i ering, Inc. <br />acD <br />Z <br />w <br />w <br />Z <br />CD <br />Z <br />w <br />J <br />Q <br />Zt- <br />U <br />W � <br />F-- <br />CI� <br />J <br />H <br />z <br />W <br />0 <br />y <br />W <br />7 <br />0 <br />rn <br />a� <br />a� <br />md- J <br />t <br />v <br />OO <br />a <br />o <br />Y <br />OP <br />o c`ro <br />M L6 <br />o <br />N <br />M O. <br />M&K project number: <br />068-2001 1 <br />project mgr: .J S B <br />drawn by: B C <br />issue date: (fi g-1 0-2 `j <br />REVISIONS: <br />date: initial: <br />1 SEP t 5 zozl 1 <br />SCALE: NONE DIRECT APPLIED GEILIN6 r n <br />'--� Tr.T--TI <br />W Q <br />LLJ <br />w O O <br />C) j <br />LL <br />D <br />I- V <br />F- <br />� Y <br />f� < 0 Z <br />J J <br />v � <br />LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />TH15 HOME i 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 />sheet: <br />