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_.I _A 1. _..1,L'.. ., -- e-.,sl.::. . _ ._ 1 1 -1 ..-_ '!J_..>tu.u41-4L.1.L 1 11. Lwow.! ,.l" . 111 ME _ u AL . .,,1.; _ .:11.. - _ - _ _ 1._-L .1 - 111.1 ___ L. ! I. , _ .0 -. I.. r --- - - IJLLI.I1Ll..L.. <br />PERMANENT ROOF TRU55 BRAGIN6 NOTE5: <br />(51N6LE 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 BUILDING COMPONENT SAFETY <br />INFORMATION (5C51) "GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLING, RESTRAINING 4 BRACING OF <br />METAL PLATE CONNECTED WOOD TRUSSES," (2008 EDITION). <br />2. TOP CHORD BRAGIN6: <br />TOP CHORDS SHALL BE BRACED BY DIRECT -APPLIED PLY14000/0513 5HEATHIN6. <br />IF SHEATHING 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FA5TENED TOP <br />CHORD, CONTACT MW FOR BRAGIN6 DE516N. <br />3. BOTTOM CHORD BRAGING: <br />a. THE BOTTOM GHORD5 SHALL BE BRACED BY DIREGT-APPLIED G.W.B. GEILING <br />4. WEB MEMBER BRAGIN6: <br />THE TRU55 MANUFACTURER SHALL INDICATE THE TRU55 MEMBER5 (WEBS, VERTIGAL5) THAT REQUIRE <br />LATERAL BRAG IN6/R-5TRAINT. <br />a. 'T' OR V BRACE: <br />WHERE BRAGI% 15 REQUIRED A5 INDICATED ON 5HOP DRAWING, UTILIZE 'T' OR 'L' BRAGE5 (REFERENCE <br />BG51-53 FI6URE5 53-0 4 133-Iq). 5HOP APPLIED REINFORCEMENT PER BG5I-53 FIGURES 83-22 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' REINFORGING TO BE A MINIMUM OF qO% OF THE LENGTH OF THE WEB/VERTIGAL MEMBER. <br />• FA5TEN 'L' OR 'T' REINFORGIN6 TO WEB/VERTIGAL W/ Ibd GUN NAILS (0.13Ix3 I/2") AT b" O.G. <br />b. GONTINUOU5 LATERAL BRACING ALTERNATE: <br />WHEN THREE (3) OR MORE 51MILARLY GONFI6URED ROOF TRU55E5 ALIGN, GONTINUOU5 ROWS OF LATERAL <br />BRAGIN6 MAY BE U5ED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRAGE5. <br />• GONTINUOU5 ROW5 OF LATERAL BRACING 5HALL GON515T OF MINIMUM 2x4. ROW5 SHALL BE LAP 5PLIGED <br />ONE TRU55 BEYOND IN EACH DIRECTION. 5EGURE BRACE TO EACH TRU55 GOMPRE5510N WEB w/ (2) Ibd <br />GUN NAILS (0.I3Ix3 I/2"). <br />• GONTINUOU5 LATERAL BRAGIN6 SHALL BE RESTRAINED BY DIAGONAL BRAGIN6 (MIN. 2" THICK NOMINAL <br />LUMBER 4 MINIMUM 5PF 'STUD' GRADE MATERIAL). THI5 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 4 ADDITIONAL DIAGONAL5 AT 20'-0" A5 REQUIRED. <br />DIAGONAL BRACE NAILED TO OPP051TE <br />PROVIDE (2) Ibd NAILS ® 510E OF WEB AT 20'-0" MAX. (TO PREVENT <br />EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYWOOD/05B <br />A ROOF 5HEATHING <br />GOMPRE5510N WEB (5LOPING <br />OR VERTICAL) <br />r� <br />COMPONENT <br />J <br />E1 <br />� GLADDIN6 <br />Gomponent5 � Gladding Wind 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 />PRE550RE50 <br />HT: 25 FT. <br />(%F) <br />(%F) <br />ROOF (HIP) <br />0 <br />+14A <br />-2b.b <br />2r <br />+14A <br />-3b.8 <br />20° TO 270 <br />2e <br />+14A <br />-36.8 <br />03 <br />+14A <br />-36.8 <br />OI <br />+14A <br />-28.5 <br />2r <br />+14A <br />-45.1 <br />ROOF <br />2e <br />+14A <br />-28.3 <br />3e <br />+14.11 <br />-45.1 <br />(GABLE) <br />20° TO 27° <br />2n <br />+14A <br />-45.1 <br />O <br />+14A <br />-53.(9 <br />O <br />+21.2 <br />-221 <br />WALL5 <br />O <br />+21.2 <br />-28.3 <br />NOTE:Pressures charted here cre allowable pressures and are <br />permitted to be converted per A5GE 7-Ib section 2.4.1 to get <br />an equivalent ultimate load pressure. Divide allowable <br />pressures by a factor of O.b 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: \\W 111NN <br />�•� �efo-`'%�E"8� `,`.''. <br /># ; No 77824 <br />I" <br />i;00STATE OF <br />© coP�*f � R�� <br />b �t tneering, Inc. <br />0 cD <br />z <br />J= <br />W <br />W <br />Z_ <br />CJ <br />Z <br />WQ <br />J <br />LZ <br />a) <br />cc <br />Z� <br />� <br />E <br />V <br />O. <br />c <br />c� <br />E <br />a <br />+ <br />Jz <br />Q . <br />W <br />� <br />:2o <br />a) <br />O <br />o <br />y <br />W <br />m <br />� N <br />C <br />c+o a <br />PRE55URE ZONES M&K project number: <br />GONTINUOU5 LATERAL BRACE O V 8-2001 1 <br />ALTERNATE 0 (3) OR MORE <br />ADJACENT 51MILAR TRU55E5 (5EE <br />project m r: <br />... iicpp <br />.............._........... INDIV. TRU55 SHOP DRAWINGS p J 9 ,JSL7 <br />FOR LOCATIONS) drawn by: BC <br />2x 5TROW-76AGK MAY BE INSTALLED FOR GON5TRUGTABILITY 07-02-21 <br />issue date: <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REOV FOR <br />STRUCTURE) REVISIONS: <br />GONTIN. LATERAL BRAGIN6 date: initial: <br />TO LAP AGRO55 MIN. (1) DIRECT -APPLIED <br />TRU55 BAY A5 5HOWN 6WB GEILING <br />5EGTION B-B <br />ALTEI nTE METHOD WERE 0) OR MOM SIMLAR TR55M ARE 6ROWW <br />WEB MEMBER REQUIRING <br />B ZBRAGING A5 INDICATED BY <br />TRU55 MANUFACTURER <br />2x 5TRON613AGK 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 />STRUCTURE) <br />DIREGT-APPLIED <br />PLYWD/05B <br />DIREGT-APPLIED / \--'L' OR 'T' BRAGIN6 <br />666 GEILING -/ WEBS DESIGNATED BY <br />TRU55 MANUF. <br />TYPICAL TRU55 ELEVATION <br />PERMANENT TRU55 <br />BRAG I NG DETAILS $ NOTES <br />SCALE: NODE <br />DIRECT APPLIED VNLINS <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 />U) o <br />J � <br />LLJ <br />W Q z <br />C) 0 <br />LQ <br />o. <br />ni J <br />F-' Ii1 U <br />0 <br />N Y <br />F- <br />(f J J <br />sheet: <br />