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.1111111/8•. <br />PERMANENT ROOF TRUSS BRACING NOTE5: <br />(SINGLE FAMILY HOME OR TOWNHOUSE GON5TRUGTION1 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 (13651) "GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RE5TRAININ6 b 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/05B SHEATHING. <br />• IF SHEATHING 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLINS FASTENED TOP <br />CHORD, CONTACT MIK FOR BRAGIN6 DE516N. <br />3. BOTTOM CHORD BRAGIN6: <br />a. THE BOTTOM CHOR05 SHALL BE BRACED BY DIREGT-APPLIED G.W.B. GEILIN6 <br />11; <br />4. WEB MEMBER BRAGIN6: <br />THE TRU55 MANUFACTURER SHALL INDICATE THE TRU55 MEMBERS 01EB5, VERTIGALS) THAT REQUIRE <br />LATERAL BRAGIN6/RE5TRAINT. <br />a. 'T' OR V BRACE: <br />WHERE BRAGIN6 15 REQUIRED AS INDICATED ON SHOP DRAWIN6, UTILIZE 'V OR V BRAGE5 (REFERENCE <br />BG51433 FIGURES 83-18 d 63-Iq). SHOP APPLIED REINFORCEMENT PER BG51-133 F16URE5 B3-22 d Br-23 15 <br />ACCEPTABLE. <br />• 'T' d V REINFORGIN6 MATERIAL SHALL MATCH THE 51ZE OF THE WEB/VERTICAL MEMBER. <br />• V b 'T' REINFORGINS TO BE A MINIMUM OF 90% OF THE LENGTH OF THE WEB/VERTICAL MEMBER. <br />• FASTEN V OR 'T' REINFORGIN6 TO WEB/VERTIGAL W/ 16d 6UN NAILS (0.131x3 1/2") AT 6" O.G. <br />b. CONTINUOUS LATERAL BRAGIN6 ALTERNATE: <br />WHEN THREE (3) OR MORE 51MILARLY GONFI6URED ROOF TRU55E5 ALIGN, CONTINUOUS ROW5 OF LATERAL <br />BRAGIN6 MAY BE USED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRACES. <br />• CONTINUOUS ROW5 OF LATERAL BRAGIN6 SHALL CONSIST OF MINIMUM 2x4. ROW5 SHALL BE LAP SPLICED <br />ONE TRU55 BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TPU55 GOMPRE55ION WEB w/ (2) 16d <br />6UN NAILS (0.131x3 1/2"). <br />• CONTINUOUS LATERAL BRAGIN6 SHALL BE RESTRAINED BY DIAGONAL BRAGIN6 (MIN. 2" THICK NOMINAL <br />LUMBER d MINIMUM 5PF 'STUD' GRADE MATERIAL). THIS BRAGIN6 I5 TO BE CONTINUOUS. PROVIDE ONE <br />ROW OF DIAGONAL BRAGIN6 AT VERTICAL WEB MEMBERS OF TRUS5E5 CLOSEST TO EACH GABLE END <br />WALL b ADDITIONAL DIAGONALS AT 20'-0" AS REQUIRED. <br />DIAGONAL BRACE NAILED TO OPPOSITE <br />PROVIDE (2) Ibd NAILS 0 51DE OF WEB AT 20'-0" MAX. (TO PREVENT <br />EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYWOOD/05B <br />A /I ROOF 5HEATHIN6 <br />GONTIN. LATERAL BRAGIN6 <br />TO LAP AGRO55 MIN. (1) <br />TRU55 BAY AS SHOWN <br />2x 5TRON6BAGK <br />(NOT REQ'D FOR <br />STRUCTURE) <br />DIRECT -APPLIED <br />PLYWD/056 -- <br />r; <br />GOMPRE5510N WEB (SLOPING <br />OR VERTICAL) <br />CONTINUOUS LATERAL BRACE <br />ALTERNATE o (3) OR MORE <br />ADJACENT SIMILAR TRUSSES (SEE <br />INDIV. TRU55 SHOP DRAWIN65 <br />x FOR LOCATIONS) <br />2x 5TRONOBAGK MAY BE <br />INSTALLED FOR GON5TRUGTA13ILITY <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REQ'D FOR <br />STRUCTURE) <br />DIRECT -APPLIED <br />6WB GEILIN6 <br />SECTION B-B <br />ALTM4ATE METHOD WERE (3) OR MORE 51HLM TRYM5 ARE 6PM1ED <br />I:] <br />N <br />DIRECT -APPLIED <br />6WB GEILIN6 - <br />TYPICAL TRU55 ELEVATION <br />WEB MEMBER REQUIRING <br />BRAGIN6 AS INDICATED BY <br />TRU55 MANUFACTURER <br />2x 5TRON613AGK5 MAY BE <br />INSTALLED FOR GON5TRUGTABILITY <br />TO KEEP EVEN SPACING AT <br />BOTTOM CHORD (NOT REQ'D FOR <br />STRUCTURE) <br />'L' OR 'T' BRAGIN6 o <br />WE135 DE516NATED BY <br />TRU55 MAN1F. <br />PERMANENT TRU55 <br />BRACING PETA I L5 $ NOTE5 <br />SCALE: NONE <br />DIRECT APPLIED GEILIN6 <br />J <br />GOMPONENT i GLADDIN6 <br />PRE55UI2E ZONES <br />Gomponent5 i Glodding Wind Pre55ure5 <br />UP TO 140 MPH Wind Zone Exp. B, Risk Gat. II <br />Enclosed, 0.18 Int. Pressure 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 />+14.q <br />-26.6 <br />2r <br />+14.q <br />-36.8 <br />200 TO 21" <br />2e <br />+14A <br />-36.8 <br />O3 <br />+14.q <br />-36.8 <br />O <br />+141 <br />-28.3 <br />2r <br />+14.q <br />-45.1 <br />ROOF <br />2e <br />+14A <br />-28.3 <br />3e <br />+14.q <br />-45.1 <br />(6ABLE) <br />200 TO 21° <br />2n <br />+14A <br />-45.1 <br />O <br />+141 <br />-53.6 <br />O <br />+21.2 <br />-22A <br />NALL5 <br />O <br />+21.2 <br />-28.3 <br />�NOTE:Pre55ure5 charted here are allowable pressures and are <br />permitted to be converted per A5GE 7-I6 section 2.4.1 to get <br />an equivalent ultimate load pressure. Divide allowable <br />pressures by a factor of 0.6 to obtain ultimate pressures. <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 SPECIFIC AND ARE ONLY REGU I RED <br />ALL APPL I GABLE AREAS. THESE WHERE SPED I F I GALLY INDICATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />�,� sF •-. <br />seal: <br />,. c ': <br />�.` <br />77824 •• <br />op <br />.. * ; <br />s <br />ATE F ;•['1z <br />�G <br />GR1 ••N <br />eon /O N A, %%% <br />1 <br />© copyright <br />Mu&W P rzngq <br />Stru ng a g, <br />1..` CD <br />Z_ <br />cc <br />w <br />w <br />\/ Z <br />i CD <br />Z <br />w <br />J <br />Q <br />ZF- <br />U <br />WC <br />t` <br />cn <br />Jz <br />W <br />G <br />LU <br />W <br />aa. <br />CD <br />Q <br />A Q <br />E <br />ab <br />mCD A <br />E <br />< <br />0 <br />- opco <br />O C�O <br />m` L6 <br />0 <br />N <br />CCCD <br />Q. <br />M&K project number: <br />068-200 1 1 <br />project mgr: J S B <br />drawn by, BC <br />issue date: Q g_ `[ 4-2 `[ <br />REVISIONS; <br />date: initial: <br />M <br />J <br />o <br />J <br />LL <br />� <br />J <br />W <br />0 <br />� <br />z <br />0 <br />a <br />4 <br />� <br />� <br />W <br />� <br />O <br />Q <br />U <br />"a <br />� <br />> <br />0 Z <br />sheet: <br />PBSBml <br />