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seal: <br />a <br />PERMANENT ROOF TRU55 BRAGIN6 NOTE5: <br />(51N6LE FAMILY HOME OR TOWNHOUSE GON5TRUGTION, WITH ROOF TRU55E5 5PAGED NO MORE THAN 24" O.G) <br />I. WOOD TRll55E5 SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT 5AFETY <br />INFORMATION (8651) "GUIDE TO 600D PRACTICE FOR HANDLING, INSTALLING, RE5TRAININ6 4 BRAGIN6 OF <br />METAL PLATE CONNECTED WOOD TRU55E5," (2008 EDITION). <br />2. TOP CHORD BRAGIN6: <br />TOP CHORDS 54ALL BE BRACED BY DIREGT-APPLIED PLYWOOD/0513 5HEATHIN6. <br />IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FASTENED TOP <br />CHORD, CONTACT MIK FOR BRAGIN6 DE516N. <br />3. BOTTOM CHORD BRAGIN6: <br />a. THE BOTTOM CHORD5 SHALL BE BRACED BY DIREGT-APPLIED 6.W.B. GEILIN6 <br />4. WEB MEMBER BRAGIN6: <br />THE TRU55 MANUFACTURER 5HALL INDICATE THE TRU55 MEMBER5 (WEB5, VERTIGAL5) THAT REQUIRE <br />LATERAL BRAGIN6/RE5TRAINT. <br />a. 'T' OR 'L' BRAGE: <br />WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE T' OR V BRACES (REFERENCE <br />BG51-63 FI6URE5 83-18 d 53-11). SHOP APPLIED REINFORCEMENT PER B651-133 FIGURES B3-22 3 B6-23 15 <br />ACCEPTABLE. <br />• T' d 'L' REINFORGIN6 MATERIAL SHALL MATCH THE 51ZE OF THE WEB/VERTIGAL MEMBER <br />• 'L' CT' REINFORGIN6 TO 13E A MINIMUM OF 40% OF THE LENGTH OF THE WEB/VERTIGAL MEMBER. <br />• FA5TEN 'L' OR T' REINFORGIN6 TO WEB/VERTIGAL W/ 16d GUN NAIL5 (0.13lx3 I/2") AT 6" O.G. <br />b. GONTINUOU5 LATERAL BRACING ALTERNATE: <br />WHEN THREE (3) OR MORE 51MILARLY GONFI6URED ROOF TR155E5 ALIGN, GONTINUOU5 ROW5 OF LATERAL <br />BRAGIN6 MAY BE U5ED IN LIEU OF THE ABOVE -NOTED L' OR T' BRAGE5. <br />GONTINUOUS ROW5 OF LATERAL BRAGIN6 SHALL GON515T OF MINIMUM 2x4. ROW5 5HALL BE LAP 5PLIGED <br />ONE TRU55 BEYOND IN EACH DIRECTION. 5EGURE BRACE TO EACH TRU55 GOMPRE5510N WEB w/ (2) 16d <br />GUN NAILS (0.13101/2"). <br />• GONTINUOU5 LATERAL BRAGIN6 SHALL BE RE5TRAINED BY DIA60NAL BRAGIN6 (MIN. 2" THICK NOMINAL <br />LUMBER $ MINIMUM 5PF '5TUD' GRADE MATERIAL). TNI5 BRAGIN6 15 TO BE GONTINUOU5. PROVIDE ONE <br />ROW OF DIA60NAL BRAGIN6 AT VERTICAL WEB MEMBER5 OF TRU55E5 GL05BT TO EACH 6ABLE END <br />WALL 4 ADDITIONAL DIA6ONAL5 AT 20'-0" A5 REQUIRED. <br />DIAGONAL BRACE NAILED TO OPP051TE <br />PROVIDE (2) 16d NAILS A 51DE OF WEB AT 20'-0" MAX. (TO PREVENT <br />EACH MEMBER LATERAL MOVEMENT) DIREGT-APPLIED PLYWOOD/055 <br />A ROOF 5HEATHIN65 <br />GONTIN. LATERAL BRAGIN6 <br />TO LAP AGRO55 MIN. (1) <br />TR155 BAY A5 5HOM <br />2x 5TROWBAGK <br />(NOT REQV FOR <br />5TRUGTURE) <br />DIREGT-APPLIED <br />PLYWD/05B <br />DIREGT-APPLIED <br />6WB GEILIN6 <br />SECTION B-B <br />K.OWTE► EnW wM 0) OR MOM SMEAR TMWM NM 6RDWW <br />DIREGT-APPLIED <br />6W6 GEILIN6 - <br />t: 114 r.� • <br />A <br />GOMPRE55ION WEB (5LOPIN6 <br />OR VERTIGAL) <br />GONTINUOU5 LATERAL BRACE <br />ALTERNATE o (3) OR MORE <br />ADJACENT 51MILAR TR165E5 (5EE <br />INDIV. TRU55 SHOP DRAWIN65 <br />FOR LOGATIONS) <br />2x 5TRON6BAGK MAY BE <br />IN5TALLED FOR GON5TRUCTABILITY <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REOV FOR <br />5TRUGTURE) <br />WEB MEMBER REQUIRING <br />BRACING A5 INDICATED BY <br />TRU55 MANUFACTURER <br />2x 5TRON69AGK5 MAY 13E <br />INSTALLED FOR CON5TRUGTABILITY <br />TO KEEP EVEN 5PAGIN6 AT <br />130TTOM CHORD (NOT REOV FOR <br />L' OR T' BRAGIN6 o <br />NEB5 DE516NATED BY <br />TRU55 MANUF. <br />PERMANENT TRUSS <br />BRAG I NIS DETAILS 4 NOTES <br />SG&M NM <br />DIWT Ad°PI IW CZILIN6 <br />J <br />r� <br />GOMPONENT � GLADDIN6 <br />PRE55URE ZONES <br />Gomponent5 � Gladding Wind Pre55ure5 <br />UP TO 140 MPH Wind Zone Exp. B, 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 />(P5F) <br />ROOF (HIP) <br />O <br />+14A <br />-2b.6 <br />2r <br />+14A <br />-36.8 <br />20" TO 27" <br />2e <br />+14.11 <br />-36.8 <br />0 <br />+14A <br />-36.8 <br />+14A <br />-28.3 <br />2r <br />+14.q <br />-45.1 <br />ROOF <br />2e <br />+14A <br />-28.3 <br />O <br />+14A <br />-45.1 <br />(6ABLE) <br />200 TO 2-1" <br />2n <br />+14A <br />-45.1 <br />O <br />+14A <br />-53.6 <br />O <br />+21.2 <br />-22A <br />WALL5 <br />O <br />+21.2 <br />-28.3 <br />NOTE:Pre5sures charted here are allowable pressures and are <br />permitted to be converted per A5GE -I-lb section 2.4.1 to get <br />an equivalent ultimate load pressure. Divide allowable <br />Pre55ure5 by a factor of 0.6 to obtain ultimate pres5ures. <br />Values are based on worst case scenario of 10 psf (eff, area). <br />El Refer to notes on 5-0.0 for roof/wall nailing requirements. <br />LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />THIS HOME 4 SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REQU I RED <br />ALL APPLICABLE AREAS. THESE WHERE SPECIFICALLY INDICATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />© copyright: MULHERN & KULP <br />Structural Engineering, Inc. <br />Z <br />J� <br />W <br />w <br />\/ CM <br />Z <br />i z <br />Z <br />W <br />J <br />Q <br />Z_ <br />I- <br />U <br />W� <br />I- <br />.Al <br />JH <br />z <br />W <br />C <br />y <br />W <br />7 <br />c <br />0 <br />rn <br />a`) <br />.c <br />¢� <br />• a <br />c -i2 <br />m E <br />Q <br />� o <br />Y cc <br />o <br />0 <br />m L6 <br />o <br />N <br />M = <br />M&K project number: <br />068.2001 1 <br />project mgr: <br />..J S B <br />drawn by: <br />BC <br />issue date: <br />06.09-'21 <br />REVISIONS: <br />date: <br />initial: <br />d <br />H <br />W <br />0 <br />sheet: <br />Q <br />a <br />0 <br />LL <br />U <br />0 <br />z <br />X <br />a <br />(n <br />W <br />.j <br />d <br />U <br />(� <br />�x <br />0? <br />JJ <br />� � w <br />