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56 <br />PERMANENT ROOF TRUSS BRACING NOTES: <br />(51N6LE FAMILY HOME OR TOWNHOU5E GON5TRUGTION, WITH ROOF TRUSSES 5PAGED NO MORE THAN 24" O.G) <br />I. WOOD TRUSSES SHALL BE BRACED AND EREGTED IN AGGORDANGE WITH THE BUILDING COMPONENT SAFETY <br />INFORMATION (BG51) "GUIDE TO GOOD PRAGTIGE FOR HANDLING, IN5TALLIN6, RESTRAINING 4 BRAGIN6 OF <br />METAL PLATE GONNEGTED WOOD TRUSSES," (2008 EDITION). <br />2. TOP CHORD BRACING: <br />TOP GHORD5 SHALL BE BRACED BY DIREGT-APPLIED PLYWOOD/055 SHEATHING. <br />• IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP GHORD OF TRU55 OR TO PURLIN5 FASTENED TOP <br />CHORD, GONTAGT MW FOR BRAGING DE516N. <br />3. BOTTOM CHORD BRAGIN6: <br />a. THE BOTTOM GHORD5 SHALL BE BRAGED BY DIREGT-APPLIED G.W.B. GEILIN6 <br />A. WEB MEMBER BRACING: <br />THE TRU55 MANUFACTURER SHALL INDIGATE THE TRU55 MEMBERS (WEB5, VERTICALS) THAT REQUIRE <br />LATERAL BRAGIN6/RE5TRAINT. <br />a. 'T' OR 'L' BRAGE: <br />WHERE BRAGIN6 15 REQUIRED AS INDIGATED ON SHOP DRAWIN6, UTILIZE T' OR 'L' BRAGE5 (REFERENCE <br />BG51-133 F16URE5 63-16 4 B3-Iq). SHOP APPLIED REINFORGEMENT PER BC51-133 F15URE5 83-22 4 Br,-23 15 <br />AGGEPTABLE. <br />• 'T' 4 'L' REINFORGIN6 MATERIAL SHALL MATGH THE 51ZE OF THE WEB/VERTIGAL MEMBER. <br />• 'L' 4 'T' REINFORGIN6 TO BE A MINIMUM OF 90% OF THE LENGTH OF THE WEB/VERTIGAL MEMBER. <br />• FA5TEN 'L' OR 'T' REINFORGIN6 TO WEB/VERTIGAL W/ Ibd GUN NAILS (0.13lx3 I/2'7 AT 6" O.G. <br />b. GONTINUOU5 LATERAL BRAGIN6 ALTERNATE: <br />WHEN THREE (5) OR MORE 51MILARLY GONF16I RFO ROOF TRU55E5 ALIGN, GONTINUOU5 ROW5 OF LATERAL <br />BRAGIN6 MAY BE USED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRAGE5. <br />• CONTINUOUS ROWS OF LATERAL BRAGIN6 SHALL GON515T OF MINIMUM 2x4. ROW5 SHALL BE LAP 5PLIGEO <br />ONE TRU55 BEYOND IN EAGH DIREGTION. 5EGURE BRAGE TO EAGH TRU55 GOMPRE5510N WEB W (2) Ibd <br />GUN NAILS (0.1310 1/2"9. <br />• GONTINUOU5 LATERAL BRAGIN6 SHALL BE RESTRAINED BY DIAGONAL BRACING (MIN. 2" THIGK NOMINAL <br />LUMBER 4 MINIMUM 5PF 'STUD' GRADE MATERIAL). TH15 BRAGIN6 15 TO BE GONTINUOU5. PROVIDE ONE <br />ROW OF DIAGONAL BRAGIN6 AT VERTIGAL WEB MEMBERS OF TRUSSES GLO5E5T TO EAGH GABLE END <br />WALL 4 ADDITIONAL DIA60NAL5 AT 20'-0" A5 REQUIRED. <br />DIAGONAL 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/0513 <br />A -.1 ROOF 5HEATHIN6 <br />COMPRESSION WEB (5LOPIN6 <br />OR VERTICAL) <br />f�_ <br />COMPONENT <br />J <br />� CLADDING <br />GompOnent5 4 Gladding Wind Pre55Ure5 <br />UP TO 140 MPH Wind Zone Exq. B, Ri5k Gat. II <br />Enclosed 0.18 Int. Pre55ure Goeff. <br />MEAN ROOF <br />ZONE <br />PRE55URESO <br />ZONE <br />PRE55URESO <br />HT: 25 FT. <br />(P5F) <br />(P5F) <br />ROOF (HIP) <br />O <br />+141 <br />-26.6 <br />0 <br />+14A <br />-36.8 <br />200 TO 27° <br />2e <br />I +14.9 <br />-36.8 <br />( <br />+14A <br />-36.8 <br />(D <br />+14A <br />-28.3 <br />0+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 27° <br />2n <br />+14A <br />-45.1 <br />0 <br />+14A <br />-5310 <br />0 <br />+21.2 <br />-22A <br />WALLS <br />0 <br />+21.2 <br />-28.3 <br />NOTE:Pre55ure5 charted here are allowable pressures and are <br />permitted to be converted per A5GE 1-16 Section 2.4.1 to get <br />an equivalent ultimate load pressure. Divide allowable <br />pre55ure5 by a factor of 0.6 to obtain ultimate pressures. <br />Values are bayed on worst case scenario of 10 p5f (eff. area). <br />Refer to notes on 5-0.0 for roof/wall nalling requirements. <br />seal: ` \\o I I I I I J//,// <br />G. <br />* - iV0 n824 <br />r, STATE OF % <br />0 <br />r�/etc FLOR{OP='",�� <br />© copyr Y�3tfk1 rj�k�\\Inc. <br />0 CD <br />Z <br />JCE <br />W <br />w <br />\/ Z <br />i cz <br />z <br />w <br />J <br />Q <br />ZH <br />W� <br />H <br />c� <br />Z � <br />J Z <br />W <br />0 <br />h <br />2 W <br />VF <br />PRESSURE ZONES M&K project number: <br />CONTINUOUS LATERAL BRACE 0 6 8-2, 0 01 1 <br />ALTERNATE ® (3) OR MORE <br />ADJACENT SIMILAR TRUSSES (SEE <br />INDIV. TRU55 SHOP ORAWIN65 project m9r: JSB <br />x Y BC <br />FOR LOCATIONS) <br />drawn b <br />INSTALLED FOR GON5TRUCTABILITY 0 9" 1 3 2 1 <br />ON6BAGK MAY BE issue date: <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM GHORD (NOT REQ'D FOR <br />STRUGTURF) <br />REVISIONS: <br />GONTIN. LATERAL BRAGIN6 date: initial <br />TO LAP AGRO55 MIN. (1) DIREGT-APPLIED <br />TRUSS BAY A5 SHOWN 6W8 GEILIN6 <br />SECTION B-B <br />EP 15 2021 <br />ALTEFMTE METHOV PHM (5) OR MORE SIMI M 1R158M ARE 6Ra M <br />WEB MEMBER REQUIRING <br />B BRAGIN6 AS INDIGATED BY <br />TRU55 MANUFAGTURER <br />2x 5TRON6BAGK 2x 5TRON6BAGK5 MAY BE <br />(NOT REOV FOR INSTALLED FOR GONSTRUGTABILITY <br />STRUCTURE) TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM GHORD (NOT REQ'D FOR <br />5TRUCTURE) <br />DIRECT -APPLIED <br />PLYWO/05B <br />DIRECT -APPLIED B 'L' OR 'T' BRAGIN6 A <br />6WB GEILIN6 161EB5 DESIGNATED BY <br />TRU55 MANUF. <br />TYPICAL TRU55 ELEVATION <br />PERMANENT TRUSS d <br />7 BRAG I NCG PETA I L5 4 NOTES <br />SCALE: NOW DIRECT AITLIM GEILIN6 <br />li 0 <br />I.L <br />Tl V <br />L �--1 Z <br />Q 0 <br />D <br />d <br />Lij U <br />U �- <br />� CO W <br />J <br />LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME $ SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REQU 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 />sheet: <br />PBSBmil <br />r.. <br />