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.at��11199r <br />rr <br />{. <br />r1 <br />PERMANENT ROOF TRU55 BRAGIN6 NOTES: <br />(51N6LE FAMILY HOME OR TOWNHOUSE GON5TRUGTION, 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 600D PRACTICE FOR HANDLING, IN5TALLIN6, RE5TRAININ6 ✓E BRAGIN6 OF <br />METAL PLATE CONNECTED 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 CHORD OF TRU55 OR TO PURLIN5 FASTENED TOP <br />CHORD, CONTACT M$K 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 (WEBS, VERTIGALS) THAT REQUIRE <br />LATERAL BRAGIN6/RE5TRAINT. <br />a. 'T' OR 'L' BRACE: <br />WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE 'T' OR V BRACES (REFERENCE <br />BG51-133 F16URES 53-18 d 133-19). SHOP APPLIED RBNFORGEMENT PER BG51-B3 F16URE5 133-22 $ BG-23 15 <br />ACCEPTABLE. <br />• 'T' d V REINFORGIN6 MATERIAL SHALL MATCH THE 51ZE OF THE WEB/VERTIGAL MEMBER. <br />• V Q 'T' REINFORGIN6 TO BE A MINIMUM OF 90% OF THE LENGTH OF THE WEBNERTIGAL MEMBER. <br />• FASTEN 'L' OR 'T' REINFORGIN6 TO WEB/VERTIGAL W/ Ibd 6UN NAILS (0.131x3 I/2") AT 6" O.G. <br />b. CONTINUOUS LATERAL BRAGIN6 ALTERNATE: <br />WHEN THREE (3) OR MORE 51MILARLY GONFI6URED ROOF TRUSSES AL16N, CONTINUOUS ROW5 OF LATERAL <br />BRAGIN6 MAY BE USED IN LIEU OF THE ABOVE -NOTED V OR 'T' BRAGE5. <br />• CONTINUOUS ROW5 OF LATERAL BRAGIN6 SHALL GON515T OF MINIMUM 2x4. ROWS SHALL BE LAP SPLICED <br />ONE TRU55 BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TRU55 COMPRESSION WEB w/ (2) Ibd <br />6UN NAILS (0.1310 1/2"). <br />CONTINUOUS LATERAL BRA6IN6 SHALL BE RESTRAINED BY DIA60NAL BRAGIN6 (MIN. 2" THICK NOMINAL <br />LUMBER 4 MINIMUM 5PF 'STUD' 6RADE MATERIAL). THIS BRAGIN6 15 TO BE CONTINUOUS. PROVIDE ONE <br />ROW OF DIAGONAL BRAGIN6 AT VERTICAL WEB MEMBERS OF TRU55E5 GLO5E5T TO EACH 6ABLE END <br />WALL d ADDITIONAL DIAGONALS AT 20'-0" A5 REQUIRED. <br />DIA60NAL 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 /i ROOF 5HEATHIN6 <br />GOMPRE55ION WEB (SLOPING <br />OR VERTICAL) <br />CONTINUOUS LATERAL BRACE <br />ALTERNATE A (3) OR MORE <br />_....................... ... ADJACENT 51MILAR TRU55E5 (5EE <br />_. - .. . <br />INDIV. TRU55 SHOP DRAWIN65 <br />FOR LOCATIONS) <br />2x 5TRON6BAGK MAY BE <br />INSTALLED FOR GON5TRUCTABILITY <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REQV FOR <br />STRUCTURE) <br />CONTIN. LATERAL BRAGIN6 <br />TO LAP ACROSS MIN. (1) DIREGT-APPLIED <br />TRU55 BAY AS SHOWN 6WB GEILIN6 <br />SECTION B-B <br />ALTERNATE METIM HM (3) OR MORE 51HLAR TRUSSES ARE 6ROWM <br />WEB MEMBER REQUIRING <br />B BRAGIN6 A5 INDICATED BY <br />�-, TRU55 MANUFACTURER <br />2x 5TRON65AGK 2x STRON6BAGKS 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/O5B <br />DIRECT-APPLIEDJ \-'L' OR 'T' BRACING <br />6WB GEILIN6 WEBS DE516NATED BY <br />TRUSS MANJF. <br />TYPICAL TRU55 ELEVATION <br />PERMANENT TRU55 <br />BRAG I N6 PETA I L5 $ NOTE5 <br />SCALE: NOW <br />DIRECT APPLIED GEILIN6 <br />J <br />GOMPONENT � GLADDIN6 <br />PRESSURE ZONES <br />GOmponents i 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 />PRE55URE50 <br />ZONE <br />PRE55URE50 <br />HT: 25 FT. <br />(PSF) <br />(P5F) <br />ROOF (HIP) <br />O <br />+14A <br />-26.6 <br />2r <br />+14.9 <br />-36.8 <br />200 TO 270 <br />2e <br />+14A <br />-36.8 <br />O3 <br />+14.9 <br />-36.8 <br />[� <br />+14.G <br />-28.3 <br />2r <br />+14A <br />-45.1 <br />ROOF <br />2e <br />+14.11 <br />-28.3 <br />3e <br />+14A <br />-45.1 <br />(GABLE) <br />200 TO 2-70 <br />2n <br />+14.9 <br />-45.1 <br />0 <br />+14A <br />-53.6 <br />O <br />+21.2 <br />-22 A <br />WALLS <br />+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 />on equivalent ultimate load pre55ure. Divide allowable <br />pre55ure5 by a factor of 0.6 to obtain ultimate pre55ure5. <br />Valuer, are based on worst care scenario of 10 p5f (eff. area). <br />Refer to noter, on 5-0.0 for roof/wall nailing requirements. <br />LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAIL5 ARE PLAN <br />TH 15 HOME � 5HALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REQU I RED <br />ALL APPLICABLE AREA5. THESE WHERE 5PEG I F I GALL) INDICATED <br />DETAIL5 ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PLAN5. <br />seal: <br />778 4 <br />N <br />OF <br />r� Z <br />e'e .... ;� .FL �O •. <br />1' <br />®�"too 'I" , <br />© copyright : MULHERN & KULP� � L�L i <br />Structural E g, nc <br />CD <br />Z <br />J� <br />w <br />W <br />Z <br />c <br />seCD <br />M <br />LZ <br />W <br />Q <br />Z= <br />mo <br />F- <br />U <br />AQ <br />� <br />d Q <br />CD <br />WC/) <br />cEi <br />= <br />M <br />Q <br />J <br />Z <br />W <br />2 o <br />Y op <br />o <br />y <br />tO <br />M6 <br />W <br />C N <br />cc <br />M a <br />MF <br />MA project number: <br />068-2001 1 <br />project mgr: <br />drawn by: D J R <br />issue date: 1 2- `j 4-21 <br />REVISIONS: <br />■ date: initial: ■ <br />W <br />J <br />o <br />J <br />UJ <br />u� <br />W <br />O <br />z <br />[] <br />a <br />J <br />� <br />a <br />,Q <br />d <br />Z0 <br />I-" <br />U <br />D <br />0_ <br />Ln a <br />OY <br />z <br />J J <br />sheet: <br />PBSBoA 1 <br />