Laserfiche WebLink
21 <br />PERMANENT ROOF TRUSS BRAGING NOTES: <br />(51N51 E FAMILY HOME OR TOWNHOU5E CONSTRUCTION, WITH ROOF TRU55E5 5PAGED NO MORE THAN 24" OL) <br />I. WOOD TRUSSES SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT 5AFETY <br />INFORMATION Or,% "GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6, RESTRAINING 4 BRACING OF <br />METAL PLATE CONNECTED WOOD TRU55E5," (2008 EDITION). <br />2. TOP CHORD BRAGING: <br />TOP CHORDS SHALL BE BRAGED BY DIREGT-APPLIED PLYWOOD/0513 5HEATHING. <br />• IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF T 465 OR TO PURLIN5 FASTENED TOP <br />CHORD, CONTACT MW FOR BRAGIN5 DE515N. <br />3. BOTTOM CHORD BRAGINS: <br />a. THE BOTTOM CHORDS SHALL BE BRACED BY DIREGT-APPLIED G.W.B. GEILING <br />4. WLW MEMBER BRACING: <br />THE TRI65 MANUFAGTURER SHALL INDIGATE THE T"S MEMBERS (WEBS, VERTIGAL5) THAT REQUIRE <br />LATERAL BRAGING/RE5TRAINT. <br />a. T OR V BRACE: <br />WHERE BRACING 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE T OR 'L' BRACES (REFERENCE <br />BG51-53 FIGURE5 53-18 4 83-I1). SHOP APPLIED REINFORCEMENT PER BG51-53 FIGURE5 83-22 4 BG-23 15 <br />ACCEPTABLE. <br />• 'T' 4 'L' REINFORGING MATERIAL SHALL MATCH THE 51ZE OF THE WEBNERTIGAL MEMBER. <br />• 'L' 4 TREINFORGING TO BE A MINIMUM OF 9O% OF THE LENGTH OF THE WEB/VERTICAL MEMBER. <br />• FA5TEN V OR TREINFORGINS TO M5/VERTIGAL W/ Ibd GUN NAILS (0.1310 1/2') AT b" O.G. <br />b. CONTINUOUS LATERAL. BRACING ALTERNATE: <br />WHEN THREE (3) OR MORE 51MIL.ARLY GONFIGURED ROOF TRUSSES ALIGN, CONTINUOUS ROWS OF LATERAL <br />BRAGINS MAY BE USED IN LIEU OF THE ABOVE -NOTED 'L' OR T BRAGE5. <br />• CONTINUOUS ROWS OF LATERAL BRACING SHALL GON515T OF MINIMUM 2x4. ROWS SHALL BE LAP 5PLIGED <br />ONE TRU55 BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TRJ55 COMPRESSION WEB W (2) Ibd <br />GUN NAILS (0.1310 1/2"). <br />• CONTINUOUS LATERAL BRAGING SHALL BE RESTRAINED BY DIAGONAL BRAGIN5 (MIN. 2" THICK NOMINAL <br />LUMBER 4 MINIMUM 5PF 'STUD' GRADE MATERIAL). TH15 BRAGING 15 TO BE CONTINUOUS. PROVIDE ONE <br />ROW OF DIAGONAL BRAGINS AT VERTICAL WEB MEMBERS OF TRUSSES CLOSEST TO EACH GABLE END <br />WALL 4 ADDITIONAL DIAGONAL5 AT 20'-0" A5 REQUIRED. <br />DIAGONAL BRACE NAILED TO OPP051TE <br />PROVIDE (2) Ibd NAILS O 51DE OF WEB AT 20'-0" MAX. (TO PREVENT <br />EAGH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYWOOD/0515 <br />ROOF 5HEATHI% <br />GOMPRE5510N WEB (SLOPING <br />OR VERTICAL) <br />CONTINUOUS LATERAL BRACE <br />ALTERNATE o (3) OR MORE <br />ADJACENT SIMILAR TRUSSES (5EE <br />INDIV. TM55 SHOP DRAWIN55 <br />I N\ .,\tq FOR LOCATIONS) <br />GONTIN. LATERAL BRAGINE <br />TO LAP ACROSS MIN. (1) <br />TRU55 BAY A5 SHOWN <br />2x5TRONGBAGK <br />(NOT REQ V FOR <br />5TRUGTURE) <br />DIRECT -APPLIED <br />PLYWD/05B <br />DIRECT -APPLIED <br />GWB GEILING <br />SECTION B-B <br />ALYEMTE METHOD ► a (3) OR MORE SIMILAR TRWA S ARE 6ROXW <br />41 <br />DIREGT-APPLIED <br />GWB GEILINS — <br />TYPIGAL TRU55 ELEVATION <br />PERMANENT TRU55 <br />BRAG I NG flETA I L5 <br />SCALE: NM <br />2x 5TRON55AGK MAY BE <br />INSTALLED FOR GON5TRUGTABILITY <br />TO KEEP EVEN 5PAGING AT <br />BOTTOM CHORD (NOT REGV FOR <br />STRUCTURE) <br />WEB MEMBER REQUIRING <br />BRAGINS AS INDICATED BY <br />TRU55 MANUFACTURER <br />2x 5TRONG5AGK5 MAY BE <br />INSTALLED FOR CON57rRUGTABILITY <br />TO KEEP EVEN 5PAGING AT <br />BOTTOM CHORD (HOT REQ'D FOR <br />STRUCTURE) <br />'L' OR T' BRAGINS o <br />NE135 DESIGNATED BY <br />TRUSS MANUF. <br />$ NOTES <br />DIRMT AP 1W CaILINS <br />LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAIL5 ARE PLAN <br />TH 15 HOME I$ SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REQU I RED <br />ALL APPL I GABLE AREA5. THESE WHERE 5PEG I F I GALLY I ND I GATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />e, %P�o C.,o <br />o <br />• No 1 <br />41, <br />6 <br />© COP4t °` t & KULP <br />�BJ66ctvral Engineering, Inc. <br />aCD <br />Z <br />J� <br />W <br />w <br />Z <br />CD <br />w <br />J <br />Q <br />ZF- <br />WCn <br />F— <br />Cn <br />J <br />Jz <br />W <br />0 <br />CO) <br />W <br />7 <br />M&K project number: <br />a <br />a`s <br />.Ec <br />a Q <br />L <br />C <br />v� <br />m E <br />Q � <br />Mg <br />Y <br />0 <br />m` <br />o <br />CMN <br />M <br />068-200 1 1 <br />project mgr: <br />J S B <br />drawn by: <br />MJT <br />issue date: <br />10-1 2-20 <br />REVISIONS: <br />date: <br />initial: <br />sheet: <br />a <br />C <br />J <br />W <br />Q <br />0 <br />2 <br />W <br />2 <br />d <br />11 <br />0 <br />J <br />d <br />Q <br />a <br />0 <br />J <br />LL <br />U <br />z <br />t� <br />W <br />'Q <br />U) <br />J <br />r'Q <br />V <br />'Q <br />Z <br />J <br />