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PERMANENT ROOF TRU55 BRACING NOTES: <br />(SINGLE FAMILY HOME OR TOWNHOUSE CONSTRUCTION, WITH ROOF TRU55E5 5PAGED 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 HANDLING, IN5TALLIN6, RE5TRAININ65 4 BRAGING OF <br />METAL PLATE CONNECTED WOOD TR155E5," (2008 EDITION). <br />2. TOP CHORD BRACING: <br />TOP GHORD5 SHALL BE BRACED BY DIRECT -APPLIED PLYWOOD/055 5HEATHIN6. <br />• IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FASTENED TOP <br />CHORD, CONTACT M4K FOR BRACIN6 DESIGN. <br />3. BOTTOM CHORD BRACING: <br />a. THE BOTTOM GHORD5 SHALL BE BRACED BY DIREGT-APPLIED G.W.B. GEILIN6 <br />4. WEB MEMBER BRACING: <br />THE TRU55 MANUFAGTURER SHALL INDICATE THE TRU55 MEMBERS (NE55, VERTIGAL5) THAT REQUIRE <br />LATERAL 13RAGIN6/RE5TRAINT. <br />a. 'T' OR 'L' BRACE: <br />WHERE BRACING 15 REQUIRED A5 INDICATED ON SHOP DRANIN6, UTILIZE 'T' OR 'L' BRAGE5 (REFERENCE <br />BG51433 FIGURES 133-18 4 83-19). SHOP APPLIED REINFORCEMENT PER BG51-133 FI6URE5 83-22 4 BG-23 15 <br />ACCEPTABLE. <br />• 'T' 4 'L' REINFORGING MATERIAL SHALL MATCH THE 51ZE OF THE NEBNERTIGAL MEMBER. <br />• 'L' 4 'T' REINFORGIN6 TO BE A MINIMUM OF 90% OF THE LEN6TH OF THE NEWERTICAL MEMBER. <br />• FASTEN 'L' OR 'T' REINFORCING TO WEBNERTIGAL N/ Ibd 6UN NAIL5 (0.I31x3 I/2") AT b" O.G. <br />b. GONTINUOU5 LATERAL BRAGIN6 ALTERNATE: <br />WHEN THREE (3) OR MORE 51MILARLY GONFI6URED ROOF TRU55E5 ALIGN, GONTINUOU5 ROWS OF LATERAL <br />BRAGIN6 MAY BE U5ED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRAGE5. <br />• GONTINUOU5 RON5 OF LATERAL BRAGING SHALL C.ON515T OF MINIMUM 2x4. ROWS SHALL BE LAP 5PLIGED <br />ONE TRU% BEYOND IN EACH DIRECTION. 5EGURE BRACE TO EACH TRU55 GOMPRE5510N P�EB W (2) Ibd <br />6UN NAIL5 (0.1310 1/2"). <br />• GONTINUOU5 LATERAL BRAGIN6 5HALL BE RESTRAINED BY DIA60NAL BRAGIN6 (MIN. 2" THICK NOMINAL <br />LUMBER 4 MINIMUM 5PF 'STUD' GRADE MATERIAL). THI5 BRAGIN6 15 TO BE CONTINUOUS. PROVIDE ONE <br />ROW OF DIA60NAL 5RAGIN6 AT VERTICAL WEB MEMBERS OF TRU55E5 GLO5E5T TO EACH GABLE END <br />WALL 4 ADDITIONAL DIAGONALS AT 20'-0" A5 REQUIRED. <br />DIAGONAL BRACE NAILED TO OPPOSITE <br />PROVIDE (2) Ibd NAILS ® 51DE OF NEB AT 20'-0" MAX. (TO PREVENT <br />EACH MEMBER LATERAL MOVEMENT) DIREGT-APPLIED PLYW000/0515 <br />A ROOF 5HEATHIN6 <br />GOMPRE5510N NEB (5LOPIN6 <br />OR VERTICAL) <br />r� <br />GOMPONENT <br />J <br />�G4 <br />ff GLADDIN6 <br />PRE55URE ZONE5 <br />Gomponent5 � Gladding Wind Pre55ure5 <br />UP TO 140 MPH Wind Zone Exp. B, Ri5k Gat. II <br />Enclosed, 0.15 Int. Pressure Goeff. <br />MEAN ROOF <br />ZONE <br />PRE55URE50 <br />ZONE <br />PRE550RE50 <br />HT: 25 FT. <br />(P5F) <br />(15F) <br />ROOF (HIP) <br />O <br />+141 <br />-26.6 <br />2r <br />+14.G <br />-36.8 <br />200 TO 210 <br />2e <br />+141 <br />-36.8 <br />O3 <br />+14A <br />-36.8 <br />0+14A <br />-28.3 <br />2r <br />+14A <br />-45.1 <br />ROOF <br />2e <br />+141 <br />-28.3 <br />O <br />+I4A <br />-45.1 <br />(GABLE) <br />20° TO 21° <br />2n <br />+14A <br />-45.1 <br />0 <br />+14A <br />-53.6 <br />O <br />+21.2 <br />-22A <br />WALLS <br />O <br />+21.2 <br />-26.3 <br />• TE:Pres5ure5 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 />pressures by a factor of 0.6 to obtain ultimate pressures. <br />Values are based on worst Gaye Scenario of 10 psf (eff. area). <br />Refer to notes on 5-0.0 for roof/wall nailing requirements. <br />seal: f" t <br />' <br />, ,il:ifp r/r <br />f / <br />\�\��Q. •.•�,�c EwsF <br />11140 77824 <br />yr • �7L • r <br />SIVE O <br />cc <br />)PAZ <br />�*/, MW <br />5i2g, Inc. <br />I.i■CD <br />z <br />z <br />J� <br />w <br />w <br />CD <br />Z <br />w <br />J <br />Z= <br />�U <br />W� <br />J <br />Jz <br />W <br />C <br />y <br />W <br />d". <br />7 <br />M&K project number: <br />0 <br />rn <br />a <br />LZ .�n <br />Q <br />A 4 <br />v� <br />c Y <br />32 4) <br />'5 <br />m E <br />aA <br />v <br />g <br />om <br />N <br />M n <br />GONTINUOU5 LATERAL BRACE 0 6 8-2 0 0 1 1 <br />ALTERNATE A (3) OR MORE <br />ADJACENT SIMILAR TRUSSES (SEE <br />INDIV. TRU% SHOP DRANIN65 prof ect mgr: B <br />FOR LOCATIONS) drawn by: BC <br />BAGK MAY BE FOR issue date: <br />CON5TRUCTABILITY 05-1 1-21 <br />INSTALLED <br />TO KEEP EVEN 5PAGI% AT <br />BOTTOM CHORD (NOT REQV FOR <br />STRUCTURE) <br />REVISIONS: <br />CONTIN. LATERAL BRAGIN6 date: initial: <br />TO LAP AGRO55 MIN. (1) DIRECT -APPLIED <br />TRU55 BAY A5 SHOWN 6NB GEILING <br />SEGTION B-B <br />a.tERM'M WE W wM 0) OR MOM 5 An OWM Mu 2 4 2 0 21 <br />WEB MEMBER REQUIRING <br />B BRAGIN6 A5 INDICATED BY <br />TRU55 MANUFACTURER <br />2x 5TRON613AGK 2x 5TRONGBAGK5 MAY BE <br />(NOT REQ'D FOR INSTALLED FOR GON5TRUGTA13ILITY <br />STRUCTURE)TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REGIV FOR • �1 �i <br />STRUCTURE) C�1 <br />DIRECT -APPLIED �1 <br />PLYND/05B <br />DIRECT -APPLIED B 'L' OR 'T' BRAGIN6 A <br />GNB GEILIN6 WEBS DE516NATED BY <br />TRU55 MANOR <br />TYPICAL TRU55 ELEVATION <br />PERMANENT TRU55 <br />5RAG I NCG DETA I L5 $ NOTES <br />SCALE: NODE DIRECT APPLIED GEILIN6 <br />J <br />d <br />H <br />d <br />O <br />a <br />0 <br />J <br />LL <br />J <br />W <br />(6 <br />z <br />Q <br />� <br />o <br />CL <br />J <br />z <br />� <br />a <br />'o <br />D <br />L� <br />R <br />J J <br />LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />THIS HOME $ SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REOU I RED <br />ALL APPL I GABLE AREAS. THESE WHERE SPEG I F I GALLY INDICATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />sheet: <br />BSBml <br />