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r <br />a <br />a <br />PERMANENT ROOF TRU55 BRAGIN6 NOTES: <br />(51N6LE FAMILY HOME OR TOWNHOUSE CONSTRUCTION, WITH ROOF TRUSSES 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 (BG51) "GUIDE TO 6001) PRACTICE FOR HANDLIN6, IN5TALLIN6, RE5TRAININ6 $ 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/055 SHEATHING. <br />• IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 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 G.W.B. GEILIN6 <br />4. WEB MEMBER BRAGIN5: <br />THE TRU55 MANUFACTURER SHALL INDICATE THE TRUSS MEMBERS (WE135, VERTIGALS) THAT REQUIRE <br />LATERAL BRAGIN6/RE5TRAINT. <br />a. 'T' OR 'L' BRACE: <br />WHERE BRAGIN6 15 REQUIRED AS INDICATED ON SHOP DRAWING, UTILIZE 'V OR 'L' BRAGE5 (REFERENCE <br />BGSI-133 F16URE5 63-18 $ 53-19). SHOP APPLIED REINFORCEMENT PER BC51-63 F16URE5 B3-22 $ BG-23 15 <br />ACCEPTABLE. <br />• 'T' $ 'L' REINFORGIN6 MATERIAL SHALL MATCH THE 51ZE OF THE WEB/VERTIGAL MEMBER. <br />• 'L' $ 'T' REINFORGIN6 TO BE A MINIMUM OF 90% OF THE LEN6TH OF THE WEB/VERTIGAL MEMBER. <br />• FA5TEN 'L' OR 'V REINFORGINS TO WEB/VERTIGAL W/ ]rod 6UN NAILS (0.131x3 I/2") AT 6" O.G. <br />b. CONTINUOUS LATERAL BRAGIN6 ALTERNATE: <br />WHEN THREE (3) OR MORE SIMILARLY GONF16URED ROOF TRUSSES, ALIGN, GONTINUOU5 ROWS OF LATERAL <br />BRAGIN6 MAY BE USED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRAGE5. <br />• GONTINUOU5 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) 16d <br />6UN NAILS (0.1310 1/2"). <br />• CONTINUOUS LATERAL BRAGIN6 5HALL BE RESTRAINED BY DIA60NAL BRAGIN6 (MIN. 2" THICK NOMINAL <br />LUMBER $ MINIMUM 5PF 'STUD' 6RADE MATERIAL). THI5 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 d ADDITIONAL DIA60NAL5 AT 20'-0" AS REQUIRED. <br />DIAGONAL BRACE NAILED TO OPP051TE <br />PROVIDE (2) Ibd NAILS ® 51DE OF WEB AT 20'-0" MAX. (TO PREVENT <br />EACH MEMBER LATERAL MOVEMENT) DIREGT-APPLIED PLYWOOD/0513 <br />A ROOF 5HEATHIN6 <br />GONTIN. LATERAL BRAGIN6 <br />TO LAP ACROSS MIN, (1) <br />TRUSS BAY AS, SHOWN <br />2x STRON6BAGK <br />(NOT REQ'D FOR <br />STRUCTURE) <br />DIREGT-APPLIED <br />PLYWD/05B <br />DIRECT -APPLIED <br />6WB GEILIN6 <br />SECTION B-B <br />ALTERNATE METFW WIERE 0) OR MORE 51MIEAR TR 65E5 ARE GROUPED <br />Q <br />A <br />DIREGT-APPLIED <br />6WB GEILIN6 — <br />TYPICAL TRUSS ELEVATION <br />COMPRESSION WEB (SLOPING <br />OR VERTICAL) <br />CONTINUOUS LATERAL BRACE <br />ALTERNATE o (3) OR MORE <br />ADJACENT 51MILAR TRU55E5 (SEE <br />INDIV. TRU55 SHOP DRMIN65 <br />FOR LOGATION5) <br />2x 5TRONG5AGK MAY BE <br />INSTALLED FOR GON5TRUGTABILITY <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REQ'D FOR <br />STRUCTURE) <br />WEB MEMBER REQUIRING <br />BRAGIN6 AS, INDICATED BY <br />TRU55 MANUFACTURER <br />2x 5TRON6BAGK5 MAY BE <br />INSTALLED FOR GONSTRUGTABILITY <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REQ'D FOR <br />5TRUGTURE) <br />'L' OR 'T' BRAGIN6 <br />WE55 DESIGNATED BY <br />TRU55 MANUF. <br />PERMANENT TRU55 <br />BRAG I N6 PETA I L5 4 NOTE5 <br />N <br />DIREGT APPLIED 6EILIN6 <br />J <br />r� <br />COMPONENT <br />� GLRDDIN6 <br />PRE55URE ZONE5 <br />Gomioonent5 4 Gladdinq Hind Pressures <br />UP TO 140 MPH Wind Zone ExP. B, P,i5k Gat. II <br />Endo5ed, 0.16 Int. Pre55ure Goeff. <br />MEAN ROOF <br />ZONE <br />PRE55URE50 <br />ZONE <br />PRE55URE50 <br />HT: 25 FT. <br />(P5F) <br />(P51F) <br />ROOF (HIP) <br />0 <br />+14.q <br />-26.6 <br />0 <br />+14.1 <br />-36.8 <br />20' TO 21' <br />2e <br />+14A <br />-36.8 <br />0 <br />+14A <br />-36.8 <br />0 <br />+141 <br />-2,53 <br />2r <br />+14A <br />—45.1 <br />ROOF <br />2e <br />+14A <br />—28.3 <br />3e <br />+14A <br />—45.1 <br />(GABLE) <br />20" TO 21° <br />2n <br />+14A <br />—45.1 <br />O <br />+14A <br />—53.6 <br />O4 <br />+21.2 <br />-22A <br />WALL5 <br />O <br />+21.2 <br />-28.3 <br />NOTE:Pre55ures charted here are allowable pre55ure5 and are <br />permitted to be converted per ASGE 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 Gaye Scenario of IO p5f (eff. area). <br />Refer to notes on 5-0.0 for roof/wall nailing requirements. <br />LETTERED DETAILS ARE TYPICAL FOP, NUMBERED DETAILS ARE PLAN <br />TH 15 HOME � SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REQU I RED <br />ALL APPLICABLE AREAS. THESE WHERE SPEG I F I GALLY INDICATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />s� •. <br />o q •: <br />g gLc7, <br />F <br />® • 0 R <br />S,; . <br />°�P l �A,6�➢��°Oi:T If k <br />06 2021 <br />© copyright: MULHERN & KULP <; <br />Structural Engineering, Inc. <br />Z_ <br />tm <br />w <br />w <br />Z <br />o <br />t� <br />Z <br />Cn <br />w <br />w <br />CD <br />0 <br />a <br />m <br />Z� <br />CS <br />A <br />m <br />F— <br />UJ <br />c <br />I a� <br />cry <br />+ a <br />~ <br />> 1 <br />CD <br />...J Z <br />D o <br />CP <br />W <br />Y <br />T <br />y <br />LU <br />m` <br />cmv <br />M&K project number: <br />068-2001 1 <br />project mgr: JSB <br />drawn by: ❑ R <br />issue date: 10-04-21 <br />REVISIONS: <br />date: initial <br />CO <br />Z <br />� <br />J <br />o <br />� <br />LL. <br />w <br />Ld <br />Q <br />C] <br />a <br />0 <br />v� <br />d <br />�U) <br />[-' <br />z <br />U <br />a <br />(L <br />a <br />Mx <br />� <br />C) <br />o z <br />J J <br />sheet: <br />Z <br />MW <br />