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seal: <br />E <br />0 <br />PERMANENT ROOF TRU55 BRAGINO NOTES: <br />(SINGLE FAMILY HOME OR TOWNHOUSE GON5TRUGTION, WITH ROOF TRU55E5 SPACED NO MORE THAN 24" O.G.) <br />I. WOOD TRU55E5 SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT 5AFETY <br />INFORMATION (BC51) "GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6, RE5TRAININ6 4 BRAGING OF <br />METAL PLATE CONNECTED WOOD TRU55E5," (2008 EDITION). <br />2. TOP CHORD BRAGIN6: <br />TOP GHORDS SHALL BE BRACED BY DIRECT -APPLIED PLYWOOD/05B 5HEATHIN6. <br />• IF 5HEATHIN6 IS NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FASTENED TOP <br />CHORD, CONTACT M4K FOR BRAGIN6 DE516N. <br />3. BOTTOM CHORD BRAGIN6: <br />a. THE BOTTOM GHORD5 SHALL BE BRACED BY DIRECT -APPLIED G.W.B. GEILIN6 <br />4. WEB MEMBER BRAGIN6: <br />THE TRU55 MANUFACTURER SHALL INDICATE THE TRU55 MEMBERS (WEBS, VERTIGAL5) THAT REQUIRE <br />LATERAL BRAGIN6/RE5TRAINT. <br />a. 'T' OR 'L' BRACE: <br />WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON SHOP DRAWIN6, UTILIZE TOR 'L' BRAGE5 (REFERENCE <br />BG51-B3 FI6URE-5 133-18 d B3-14 SHOP APPLIED REINFORCEMENT PER BG51-53 F16URE5 B3-22 $ BG-23 IS <br />ACCEPTABLE. <br />• 'T' 4 'L' REINFORGIN6 MATERIAL SHALL MATCH THE 51ZE OF THE WEB/VERTIGAL MEMBER. <br />• 'L' 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/ I6d 6UN NAIL5 (0.13lx3 I/2") AT 6" O.G. <br />b. GONTINUOU5 LATERAL BRAGIN6 ALTERNATE: <br />WHEN THREE (3) OR MORE 51MILARLY GONFIGURED ROOF TRU55E5 ALI6N, GONTINUOU5 ROW5 OF LATERAL <br />BRAGIN6 MAY BE USED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRAGE5. <br />• GONTINUOU5 ROW5 OF LATERAL BRAGIN6 SHALL GON515T OF MINIMUM 2x4. ROW5 SHALL BE LAP 5PLIGED <br />ONE TRU55 BEYOND IN EACH DIRECTION. 5EGURE BRACE TO EACH TRU55 GOMPRE5510N WEB W (2) Ibd <br />GUN NAIL5 (0.13lx3 1/2"). <br />• GONTINUOU5 LATERAL BRAGIN6 SHALL BE RESTRAINED BY DIA60NAL BRAGIN6 (MIN. 2" THICK NOMINAL <br />LUMBER $ MINIMUM 5PF 'STUD' 6RADE MATERIAL). THI5 BRAGIN6 15 TO BE CONTINUOUS. PROVIDE ONE <br />ROW OF DIA60NAL BRAGIN6 AT VERTICAL WEB MEMBERS OF TRU55E5 GLO5E5T TO EACH 6ABLE END <br />WALL $ ADDITIONAL DIA6ONAL5 AT 20'-0" A5 REQUIRED. <br />DIAGONAL BRACE NAILED TO OPPOSITE <br />PROVIDE (2) Ibd NAIL5 ® SIDE OF WEB AT 20'-0" MAX. (TO PREVENT <br />EACH MEMBER LATERAL MOVEMENT) DIREGT-APPLIED PLYWOOD/0513 <br />/ \\ ✓I ROOF SHEATHING <br />GONTIN. LATERAL BRAGIN6 <br />TO LAP AGRO55 MIN. (1) <br />TRU55 BAY A5 SHOWN <br />2x 5TRON6BAGK <br />(NOT REQ'D FOR <br />5TRUGTURE) <br />DIRECT -APPLIED <br />PLYWD/05B <br />COMPRESSION WEB (SLOPING <br />OR VERTICAL) <br />GONTINUOU5 LATERAL BRACE <br />ALTERNATE 0 (3) OR MORE <br />............. ADJACENT 51MILAR TRU55E5 (5EE <br />INDIV. TRU55 SHOP DRAWINGS <br />R FOR LOGATION5) <br />2x 5TRON6BAGK MAY BE <br />INSTALLED FOR GON5TRUGTABILITY <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REQ'D FOR <br />STRUGTURE) <br />DIRECT -APPLIED <br />6NB GEILIN6 <br />5EGTION B-B <br />ALTERNATE HEMP MERE (3) OR MORE 51MILAR aiJMM ARE 6ROU W <br />A <br />IJ <br />DIREGT-APPLIED <br />60B GEILIN6 - <br />TYPICAL TRU55 ELEVATION <br />WEB MEMBER REQUIRIN6 <br />BRAGIN6 A5 INDICATED BY <br />TRU55 MANUFACTURER <br />2x 5TRON6BAGK5 MAY BE <br />INSTALLED FOR GON5TRUGTABILITY <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REOV FOR <br />5TRUGTURE) <br />'L' OR 'T' BRAGIN6 0 <br />WEB5 DE516NATED BY <br />TRU55 MANUF. <br />PERMANENT TRU55 <br />BRAG I NCG DETA I B 4 NOTE5 <br />SCALE: NOW <br />DIRECT APPLIED GEILIN6 <br />J <br />COMPONENT � GLADDIN6 <br />PRE55URE ZONES <br />Gomponent5 � Gladding Wind Pre55ure5 <br />UP TO 140 MPH Wind Zone ExI2. B, Risk Gat. II <br />Enclosed, 0.18 Int. Pressure Goeff. <br />MEAN ROOF <br />ZONE <br />PRE55URE50 <br />ZONE <br />PRES5URE50 <br />HT: 25 FT. <br />(PSF) <br />(P5F) <br />ROOF (HIP) <br />O <br />+14.q <br />-26.6 <br />2r <br />+14.q <br />-36.8 <br />200 TO 2-f ° <br />2e <br />+14.q <br />-36.8 <br />0 <br />+14.q <br />-36.8 <br />O <br />+14.q <br />-28.5 <br />2r <br />+14.q <br />-45.1 <br />ROOF <br />2e <br />+14.9 <br />-28.3 <br />3e <br />+14.q <br />-45.1 <br />(6ABLE) <br />200 TO 210 <br />2n <br />+14A <br />-45.1 <br />3r <br />+14A <br />-53.6 <br />O <br />+21.2 <br />-22•q <br />WALLS <br />0 <br />+21.2 <br />-28.3 <br />0 OTE:Pressure5 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 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 />TH 15 HOME � 5HALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REOU I RED <br />ALL APPLICABLE AREAS. THESE WHERE 5PEG I F I GALLY INDICATED <br />DETAILS ARE NOT 11GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />© copyright: MULHERN & KULP <br />structural Engineering, Inc. <br />Z <br />J� <br />w <br />w <br />Z <br />o <br />C7 <br />z <br />M <br />J <br />i <br />N <br />Q <br />zm <br />= <br />.n <br />Q v <br />H- <br />U <br />��- <br />tM <br />ab <br />•g <br />jm <br />X <br />Q <br />z <br />j <br />.J <br />W <br />.2 OCOD <br />Y C6 <br />o� <br />m <br />y <br />W <br />L6 <br />C N <br />CC <br />CM M <br />I IV <br />M&K project number <br />068-22001 1 <br />project mgr: <br />JSB <br />drawn by <br />BC <br />issue date: <br />0 6-2 4-2,1 <br />REVISIONS: <br />date: <br />initial: <br />sheet: <br />J <br />W <br />0 <br />W <br />2 <br />Q <br />0.. <br />0 <br />J <br />Q <br />q� <br />0 <br />J <br />LL <br />U) <br />0 <br />z <br />X <br />CL <br />W <br />U) <br />r� <br />V <br />W <br />z <br />J <br />0 <br />I.1 .�.. 4,. ':Y�. ._. _ - _. ;. .. ,� .:__ ..- ... <u_-- -._ _. - • ,.-i _.. _.ur�.�... � '�,<. _.�,�i+�_$..2i'.. 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