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G IF <br />z <br />F <br />PERMANENT ROOF TRUSS 5RAGIN6 NOTES: <br />(51N6LE FAMILY HOME OR TOWNHOU5E CONSTRUCTION, WITH ROOF TRU5EE5 SPACED NO MORE THAN 24" O.G) <br />I. WOOD TRUSSES SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDIN6 COMPONENT SAFETY <br />INFORMATION (BG5I) "GUIDE TO 6000 PRACTICE FOR HANDLING, IN5TALI_IN6, RE5TRAININ6 d BRAGIN6 OF <br />METAL PLATE CONNECTED WOOD TRU55E5," (2008 EDITION). <br />2. TOP CHORD BRAGIN6: <br />TOP CHORDS SHALL BE BRACED BY DIRECT -APPLIED PLYWOOD/058 5HEATHIN6. <br />IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF 7RU55 OR TO PURLIN5 FASTENED TOP <br />CHORD, CONTACT MW FOR BRAGIN6 DE516N. <br />3. BOTTOM CHORD BRAGIN6: <br />a. THE BOTTOM CHORDS SHALL BE BRACED BY DIREGT-APPLIED 6.W.B. GEILIN6 <br />4. WEB MEMBER BRAGIN6: <br />THE TRU55 MANUFACTURER SHALL INDICATE THE TRUSS MEMBERS (WEB5, VERTIGALS) 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' BRACES (REFERENCE <br />BG51-B3 F16URE5 63-18 $ B3-lq). SHOP APPLIED REINFORCEMENT PER BG51-153 FI6URE5 83-22 d BG-23 15 <br />ACCEPTABLE. <br />• 'T' 4 'L' REINFORGIN6 MATERIAL SHALL MATCH THE 51ZE OF THE WEEVVERTIGAL MEMBER. <br />• 'L' $ 'T' REINFORGIN6 TO BE A MINIMUM OF (10% OF THE LEN6TH OF THE WEB/VERTIGAL MEMBER. <br />• FASTEN 'L' OR 'T' REINFORGIN6 TO WEB/VERTIGAL W/ I6d 6UN NAILS (0.13lx3 1/2") AT 6" O.G. <br />b. CONTINUOUS LATERAL BRAGIN6 ALTERNATE: <br />WHEN THREE (3) OR MORE SIMILARLY GONFI6URED ROOF TRU55E5 AL.16N, CONTINUOUS ROW5 OF LATERAL <br />BRAGINS MAY BE USED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRAGE5. <br />• CONTINUOUS ROW5 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 GOMPRE55ION WEB w/ (2) Ibd <br />6UN NAILS (0.131x3 1/2"). <br />• CONTINUOUS LATERAL BRAGIN6 SHALL BE RE5TRAINED BY DIA60NA- BRAGIN6 (MIN. 2" THICK NOMINAL <br />LUMBER 4 MINIMUM 5PF 'STUD' 6RADE MATERIAL). THI5 BRAGIN6 15 10 BE CONTINUOUS. PROVIDE ONE <br />ROW OF DIA60NAL BRAGI% AT VERTICAL WEB MEMBERS OF TRU551=5 GLO5E5T TO EACH GABLE END <br />WALL $ ADDITIONAL DIA60NAL5 AT 20'-0" A5 REQUIRED. <br />DIA60NAL BRACE NAILED TO OPP051TE <br />PROVIDE (2) Ibd NAILS A SIDE OF WEB AT 20'-0" MAX. (TO PREVENT <br />EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYWOOD/05B <br />/I ROOF 5HEATHIN6 <br />GOMPRE55ION WEB (5LOPIN6 <br />OR VERTICAL) <br />CONTINUOUS LATERAL BRACE <br />\\ J <br />ALTERNATE A (3) OR MORE <br />ADJACENT 51MILAR TRUSSES (5EE <br />INDIV. TRUSS SHOP ORAWIN65 <br />x <br />FOR LOCATIONS) <br />2x 5TRON613AGK MAY BE <br />INSTALLED FOR GON5TRUGTABILITY <br />TO KEEP EVEN 5PAGIN6 AT <br />IvIl <br />BOTTOM CHORD (NOT REQ'D FOR <br />STRUCTURE) <br />GONTIN. LATERAL BRAG N6 <br />TO LAP AGRO55 MIN. (1) DIRECT -APPLIED <br />TRUSS BAY A5 5HOWN 611,B GEILIN6 <br />SECTION B-B <br />AL OWE P"M MNE (3) OR MOFE SIMILAR M-hE5 ARE 6ROJPW <br />J <br />Ll <br />COMPONENT d GLADDIN6 <br />PRE55URE ZONES <br />Gomponent5 � Glodding Wind Pressures <br />UP TO 140 MPH Wind Zone Exp. B, Risk Gat. II <br />Enclosed, 0.18 Int. Pre55ure Goeff. <br />MEAN ROOF <br />ZONE <br />PRE550RE50 <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 />+14A <br />-36.8 <br />200 TO 27° <br />2e <br />+14.q <br />-36.8 <br />0 <br />+14A <br />-36.8 <br />OI <br />+14A <br />-28.5 <br />2r <br />+14.q <br />-45.1 <br />ROOF <br />2e <br />+14.q <br />-28.3 <br />3e <br />+14A <br />-45.1 <br />(6ABLE) <br />20° TO 21° <br />2n <br />+14.q <br />-45.1 <br />0 <br />+14A <br />-53.6 <br />0 <br />+21.2 <br />-22A <br />WALLS <br />0 <br />1+21.2 <br />-28.3 <br />NOTE:Pre55ure5 charted here are allowable pre55ures and are <br />permitted to be converted per ASGE 1-16 Section 2.4.1 to get <br />on equivalent ultimate load pressure. Divide allowable <br />pre55ure5 by a factor of 0.6 to obtain ultimate pre55ure5. <br />Values are based on worst case 5renario of 10 p5f (eff. area). <br />Refer to notes on 5-0.0 for roof/wall nailing requirement5. <br />seal J o <br />4 <br />® C r. <br />MAR n 2 2022 <br />© copyright: MULHERN & KULP <br />Structural Engineering, Inc. <br />0 co <br />Z <br />J� <br />w <br />w <br />Z <br />c <br />W <br />z <br />w <br />C<I- <br />J <br />L <br />a <br />Z <br />cam, <br />A <br />W� <br />�Q) <br />Cn <br />j <br />� Z <br />E <br />Mg! <br />a <br />J� <br />a• <br />Wo <br />Z <br />W <br />�0 <br />-e c <br />Y CP <br />0c? <br />y <br />m U") <br />Lil <br />C N <br />CM C. <br />M&K project number: <br />068-2001 1 <br />project mgr: <br />drawn by: DR <br />issue date: O9-29-21 <br />REVISIONS: <br />date: <br />WEB MEMBER REQUIRIN6 <br />r , <br />B BRAGIN6 AS INDICATED BY <br />TRU55 MANUFACTURER <br />2x 5TRON65AGK5 MAY BE <br />2x STRON6BAGK <br />INSTALLED FOR GON5TRUGTABILITY <br />(NOT REOV FOR <br />TO KEEP EVEN 5PAGIN6 AT <br />~ ~ <br />5TRUGTURE) <br />E30TTOM CHORD (NOT REOV FOR <br />STRUCTURE) <br />Q <br />DIRECT -APPLIED <br />Cz <br />PLYWD/05B <br />o <br />DIREGT-APPLIED / 21 \---'L' OR 'T' BRAGIN6 A <br />6WB GEILIN6 -/ WE135 DE516NATED BY <br />TRU55 MANUF. <br />TYPICAL TRU55 ELEVATION <br />PERMANENT TRU55 <br />BRAG I NG PETA I L5 4 NOTE5 <br />SCALE: NODE <br />12IRECT APPLIED GEILINIS <br />LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME 4 SHALL BE IMPLEMENTED IN 5PEG I F I G 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 />J <br />W <br />12 <br />0 <br />2 <br />W <br />Z <br />sheet: <br />initial: <br />00 <br />I~ <br />0 <br />J <br />d <br />O <br />0 <br />J <br />z <br />X <br />IL <br />U) <br />W <br />U <br />d <br />W <br />z <br />J <br />P B SE3oA 1 <br />