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k, <br />11 <br />PERMANENT ROOF TRU55 BRAGIN6 NOTES: <br />(511\16LE FAMILY HOME OR TONNHOU5E GON5TRU6TION, 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 (BG51) "GUIDE TO GOOD PRACTICE FOR HANDLIN6, IN5TALLIN6, RESTRAININ6 4 BRAGIN6 OF <br />METAL PLATE GONNEGTED WOOD TRUSSES," (2008 EDITION). <br />2. TOP CHORD BRAGIN6: <br />TOP CHORDS SHALL BE BRACED BY DIREGT-APPLIED PLYWOOD/0513 5HEATHIN6. <br />IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP GHORD OF TRU55 OR TO PURLIN5 FASTENED TOP <br />CHORD, CONTACT MW FOR BRACING DE516N. <br />3. BOTTOM CHORD BRAGIN6: <br />a. THE BOTTOM GHORD5 SHALL BE BRACED BY DIREGT-APPLIED G.N.B. GEILIN6 <br />4. NEB MEMBER BRAGIN& <br />THE TRUSS MANUFACTURER SHALL INDICATE THE TRU55 MEMBERS (WE55, VERTIGAL5) THAT REQUIRE <br />LATERAL BRAGIN6/RE5TRAINT. <br />a. 'T' OR 'L' BRACE: <br />WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON SHOP DRAWIN6, UTILIZE 'V OR 'L' BRAGES (REFERENCE <br />BG51-133 FIGURES B3-18 4 B3-19). SHOP APPLIED REINFORCEMENT PER BG5I-B3 F16URE5 83-22 4 BG-23 IS <br />ACCEPTABLE. <br />• 'T' 4 'L' REINFORGIN6 MATERIAL SHALL MATCH THE 51ZE OF THE NEB/VERTIGAL MEMBER. <br />• 'L' 4 'T' REINFORGIN6 TO BE A MINIMUM OF 90% OF THE LEN6TH OF THE WEB/VERTIGAL MEMBER. <br />• FASTEN 'L' OR 'T' REINFORGIN6 TO NEBNERTIGAL W/ Ibd GUN NAIL5 (0.13lx3 l/2") AT 6" O.G. <br />b. CONTINUOUS LATERAL BRAGIN6 ALTERNATE: <br />WHEN THREE (3) OR MORE 51MILARLY GONFI6URED ROOF TRU55E5 AL16N, CONTINUOUS RON5 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. RON5 SHALL BE LAP SPLICED <br />ONE TRUSS BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TRUSS GOMPRE55ION WEB w/ (2) Ibd <br />GUN NAILS (0.131x3 1/2"). <br />• CONTINUOUS 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 CONTINUOUS. PROVIDE ONE <br />ROW OF DIAGONAL BRAGIN6 AT VERTICAL WEB MEMBER-5 OF TRUSSES CLOSEST TO EACH GABLE END <br />WALL 4 ADDITIONAL DIA6ONAL5 AT 20'-0" A5 REQUIRED. <br />DIAGONAL BRACE NAILED TO OPPOSITE <br />PROVIDE (2) Ibd NAILS ® SIDE OF WEB AT 20'-0" MAX. (TO PREVENT <br />EACH MEMBER LATERAL MOVEMENT) �� DIRECT -APPLIED PLYWOOD/O5B <br />A-1 ROOF 5HEATHIN6 <br />GOMPRE55ION WEB (5LOPIN6 <br />OR VERTICAL) <br />/ CONTINUOUS LATERAL BRACE <br />ALTERNATE a (3) OR MORE <br />_......._ .._ ....... _... _..... _....._....... ADJACENT 51MILAR TRU55E5 (SEE <br />INDIV. TRU55 SHOP DRANINC75 <br />WL�d,X FOR LOCATIONS) <br />2x 5TRON6BAGK MAY BE <br />INSTALLED FOR GONSTRUGTABILITY <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REQ'D FOR <br />STRUCTURE) <br />GONTIN. LATERAL BRACING J <br />TO LAP AGRO55 MIN. (1) DIRECT -APPLIED <br />TRU55 BAY AS SHOWN 6WB GEILIN6 <br />SECTION B-B <br />ALTEFXATE METHOD MNE 0) OR MOM 51KLAR TR F6M ARE 6ROLMD <br />WEB MEMBER REQUIRING <br />B BRAGIN6 A5 INDICATED BY <br />TRU55 MANUFACTURER <br />2x 5TRON6BAGK 2x 5TRON6BAGK5 MAY BE <br />(NOT REQ'D FOR INSTALLED FOR GON5TRUGTAB1LITY <br />STRUCTURE) TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REOV FOR <br />STRUCTURE) <br />DIRECT -APPLIED <br />PLYND/O5B <br />DIRECT -APPLIED / \-'L' OR 'T' BRAGIN6 <br />6WB GEILIN6 WEB5 DESIGNATED BY <br />TRU55 MANUF. <br />TYPICAL TRU55 ELEVATION <br />PERMANENT TRU55 <br />BRAG I NCG PETA I L5 4 NOTE5 <br />SCALE: NOW <br />DIRECT APPLIED GEILIN6 <br />J <br />COMPONENT i GLADDIN6 <br />PRE55URE ZONES <br />Gomponent5 i Gladding Nind Pre55ure5 <br />UP TO 140 MPH Wind Zone Exp. 8, RA Gat. 11 <br />EndoSed, 0.15 Int. Pre55ure Goeff. <br />MEAN ROOF <br />ZONE <br />PRE55URE50 <br />ZONE <br />PRE55URE50 <br />HT: 25 FT. <br />(P5F) <br />(P5E) <br />ROOF (HIP) <br />O <br />+14A <br />-26.6 <br />2r <br />+14A <br />-36.8 <br />200 TO 270 <br />2e <br />+14A <br />-36.8 <br />0 <br />+14A <br />-36.8 <br />OI <br />+14A <br />-28.3 <br />2r <br />+141 <br />-45.1 <br />ROOF <br />2e <br />+14.11 <br />-28.3 <br />3e <br />+14.9 <br />-45.1 <br />(GABLE) <br />20° TO 27° <br />2n <br />+14.11 <br />-45.1 <br />3r <br />+14A <br />-53.6 <br />O <br />+21.2 <br />-221 <br />WALLS <br />O <br />1+21.2 <br />-28.3 <br />�NOTE:Pre55ure5 charted here are allowable pre55ure5 and are <br />permitted to be converted per A5GE 1-16 Section 2.4.1 to get <br />an equivalent ultimate load pre55ure. Divide allowable <br />pre55ure5 by a factor of 0.6 to obtain ultimate pre55ure5. <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: a,� <br />m <br />i4o <br />A�,f,f <br />YAM' 18 <br />© copyright : MULHERN & KULP Zo2r <br />Structural Engineering, Inc. <br />CD <br />z <br />J� <br />w <br />w <br />z <br />04 <br />cm <br />C'7 <br />CM <br />Z <br />w <br />ex- <br />+LLZ <br />a <br />Z= <br />Qo <br />tE <br />W~ <br />-J <br />°° E <br />Q <br />z <br />Q . <br />o <br />_J <br />W <br />p <br />n <br />Y <br />o <br />m <br />ca <br />L6 <br />C N <br />cc <br />co M <br />M&K project number: <br />068-2001 1 <br />project mgr: JSB <br />drawn by: DJ R <br />issue date: 0 `j - `j 8-2 2 <br />REVISIONS: <br />date: <br />initial <br />Cz' <br />QJ <br />Cz <br />O <br />Q <br />a <br />U) <br />0 <br />J <br />LL. <br />W <br />1 <br />Q <br />W <br />W <br />0 <br />z <br />Q <br />j <br />W <br />Fit <br />U) <br />0 <br />L� <br />1 <br />r�� <br />V <br />V <br />z <br />(Y) <br />U) <br />F-4 <br />> 0 <br />Z <br />W�� <br />J <br />J <br />sheet: <br />LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN <br />THIS HOME 4 SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REGU I RED <br />ALL APPLICABLE AREAS. THESE WHERE SPECIFICALLY INDICATED <br />PBSBml <br />DETAILS ARE NOT "CUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />