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n <br />el) <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 TRU55E5 SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT SAFETY <br />INFORMATION (BG51) "GUIDE TO GOOD PRACTICE FOR HANDLIN6, IN5TALLIN6, RE5TRAININ6 4 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 SHEATHING. <br />• IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRUSS OR TO PURLIN5 FASTENED TOP <br />CHORD, CONTACT M4K FOR BRAGIN6 DE516N. <br />3. BOTTOM CHORD BRAGIN6: <br />a. THE BOTTOM CHORDS SHALL BE BRACED BY DIRECT -APPLIED G.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 V BRACE: <br />WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON SHOP DRAWIN6, UTILIZE TOR 'L' BRAGE5 (REFERENCE <br />BG51-B3 F16URE5 B3-I8 4 B3-Iq). SHOP APPLIED REINFORCEMENT PER BG51-133 FI6URE5 133-22 4 BG-23 15 <br />ACCEPTABLE. <br />• 'T' 4 V REINFORGIN6 MATERIAL SHALL MATCH THE SIZE OF THE WEBNERTIGAL MEMBER. <br />• V 4 'T' REINFORGIN6 TO BE A MINIMUM OF q0% OF THE LENGTH OF THE WEB/VERTIGAL MEMBER. <br />• FA5TEN 'L' OR 'T' REINFORGIN6 TO WEB/VERTIGAL W/ Ibd 6UN NAILS (0.1310 1/2") AT 6" O.G. <br />b. CONTINUOUS LATERAL BRAGIN6 ALTERNATE: <br />WHEN THREE (3) OR MORE SIMILARLY GONFI6URED ROOF TRUSSES ALIGN, CONTINUOUS ROWS 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 TRUSS BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TRU55 GOMPRE55ION WEB w/ (2) Ibd <br />6UN NAILS (0.15N3 I/2"). <br />• CONTINUOUS LATERAL BRAGIN6 SHALL BE RESTRAINED BY DIA60NAL BRAGIN6 (MIN. 2" THICK NOMINAL <br />LUMBER 4 MINIMUM 5PF 'STUD' 6RADE MATERIAL). THI5 BRAGIN6 15 TO BE CONTINUOUS. PROVIDE ONE <br />ROW OF DIAGONAL BRAGIN6 AT VERTICAL WEB MEMBERS OF TRUSSES GL05EST TO EACH 6ABLE END <br />WALL 4 ADDITIONAL DIA60NAL5 AT 20'-0" A5 REQUIRED, <br />DIA60NAL BRACE NAILED TO OPPOSITE <br />PROVIDE (2) Ibd NAILS ® 51DE OF WEB AT 20'-0" MAX. (TO PREVENT <br />EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYWOOD/05B <br />A ROOF 5HEATHIN6 <br />CONTIN, LATERAL BRAGIN6 <br />TO LAP ACROSS MIN. (1) <br />TRUSS BAY AS SHOWN <br />2x 5TRON6BAGK <br />(NOT REOV FOR <br />5TRUCTURE) <br />DIRECT -APPLIED <br />PLYWD/O5B <br />COMPRES51ON WEB (5LOPIN6 <br />OR VERTICAL) <br />CONTINUOUS LATERAL BRACE <br />ALTERNATE 0 (5) OR MORE <br />ADJACENT 51MILAR TRUSSES (SEE <br />INDIV. TRU55 SHOP DRAWIN65 <br />x FOR LOCATIONS) <br />r) <br />2x STRON6BAGK MAY BE <br />INSTALLED FOR GON5TRUGTABILITY <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REOV FOR <br />STRUCTURE) <br />DIREGT-APPLIED <br />6WB GEILIN6 <br />SECTION B-B <br />ALTERNATE PERM MFE (3) OR HORE SIMILAR T RUSSES ARE 6PMW <br />/- WEB MEMBER REQUIRING <br />B BRAGIN6 AS INDICATED BY <br />TRUSS MANUFACTURER <br />A <br />DIRECT -APPLIED <br />SWB GEILIN6 - <br />TYPICAL TRU55 ELEVATION <br />2x 5TRON66AGK5 MAY BE <br />INSTALLED FOR GON5TRUGTABILITY <br />TO KEEP EVEN 5PA6IN6 AT <br />BOTTOM CHORD (NOT REOV FOR <br />5TRUGTURE) <br />'L' OR 'T' BRAGIN6 <br />NE135 DE516NATEP BY <br />TRU55 MANUF. <br />PERMANENT TRU55 <br />BRAG I NG PETA I L5 $ NOTES <br />SCALE: NOW <br />VIREGT APPLIED GEILIN6 <br />1 <br />COMPONENT $ GLADDIN6 <br />PRESSURE ZONES <br />Gomponent5 i 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 />PRE55URES© <br />ZONE <br />PRE55URE5© <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 />20" TO 27° <br />2e <br />+14.q <br />-36.8 <br />+14.q <br />-56.8 <br />0 <br />+14.q <br />-28.3 <br />2r <br />+14A <br />-45.1 <br />ROOF <br />2e <br />+14A <br />-25.3 <br />3e <br />+14A <br />-45.1 <br />(6ABLE) <br />200 TO 21' <br />2n <br />+14.11 <br />-45.1 <br />3r <br />+14.q <br />-53.6 <br />0 <br />+21.2 <br />-22A <br />WALLS <br />Q <br />+21.2 <br />-28.3 <br />0 OTE: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 pre55ures. <br />Values are based on worst case Scenario of 10 p5f (eff. area). <br />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 $ SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REQU I RED <br />ALL APPLICABLE AREAS. THESE WHERE SPEG I E I GALLY I ND I GATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />• <br />F <br />•E N.N 77824 <br />ST TEOFO R \'O MULHE KULP <br />Strudur99PheQr g1In J 03 J <br />ac0 <br />Z <br />w <br />w <br />Z <br />o <br />co <br />Q' <br />r- <br />Z <br />w <br />a <br />J <br />a <br />Z� <br />L <br />a c) <br />F- <br />C-) <br />-.4- gd. <br />�= <br />c� <br />WF- <br />U) <br />Ei <br />-a a) <br />.. j <br />m E <br />Q <br />Jz <br />Q <br />W <br />Mo <br />Y C? <br />oCO <br />y <br />m L6 <br />W <br />o N <br />cc <br />cr) a <br />Mr <br />MW project number: <br />068-2001 1 <br />project mgr: JSB <br />drawn by: B C <br />issue date: 09- `j 3-21 <br />REVISIONS: <br />date: initial: <br />� o <br />J <br />� LL, <br />WLd <br />Q z <br />C) 0 a <br />a <br />J � � <br />1-' W U <br />a � NY <br />�- z <br />t j CL ° 1J <br />sheet: <br />y <br />