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n <br />PERMANENT ROOF TRU55 BRAGIN6 NOTES: <br />(51N6LE FAMILY HOME OR TOWNHOUSE GONSTRUGTION, WITH ROOF TRU55E5 SPAGED NO MORE THAN 24" O.Ga <br />I. WOOD TRU55E5 SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT SAFETY <br />INFORMATION (BGSU "GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6, RESTRAINING 4 BRACING OF <br />METAL PLATE CONNECTED WOOD TRU55E5," (2008 EDITION). <br />2. TOP CHORD BRACING: <br />TOP GHORDS SHALL BE BRACED BY DIREGT-APPLIED PLYW000/0513 SHEATHING. <br />• IF SHEATHING 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLINS FASTENED TOP <br />CHORD, CONTACT MdK FOR BRA6IN6 DE516N. <br />3. BOTTOM CHORD BRACING: <br />a. THE BOTTOM GHORDS SHALL BE BRACED BY DIREGT-APPLIED G.W.B. CEILING <br />4. WEB MEMBER BRAGIN6: <br />THE TRU55 MANUFACTURER SHALL INDICATE THE TRU55 MEMBERS (WEBS, VERTICALS) THAT REQUIRE <br />LATERAL BRAGIN6/RE5TRAINT. <br />a. TOR V BRACE: <br />WHERE BRACING 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE 'T' OR V BRACES (REFERENCE <br />BG51-133 FIGURES 83-18 +E 83-19). SHOP APPLIED REINFORCEMENT PER E 51-B3 FIGURES 83-22 Q BG-23 15 <br />ACCEPTABLE. <br />'T' d 'L' REINFORCING MATERIAL SHALL MATCH THE 51ZE OF THE WEB/VERTICAL MEMBER. <br />a 'L' t 'T' REiNFORGIN6 TO BE A MINIMUM OF 90% OF THE LENGTH OF THE WEB/VERTICAL MEMBER. <br />• FASTEN 'L' OR 'T' REINFORGING TO WEB/VERTIGAL W/ Ibd GUN NAILS (0.13lx3 I/2") AT b" O.G. <br />b. CONTINUOUS LATERAL BRACING ALTERNATE: <br />WHEN THREE (3) OR MORE 51MILARLY GONFICURED ROOF TRU55E5 AL16N, CONTINUOUS ROWS OF LATERAL <br />BRAGIN6 MAY BE USED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRAGES. <br />• GONTINUOUS ROWS OF LATERAL BRACING SHALL GON515T OF MINIMUM 2x4. ROWS SHALL BE LAP SPLIGED <br />ONE TR E% BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TRU55 GOMPRE55ION WEB W (2) Ibd <br />6UN NAILS (0.1310 1/2"). <br />• GONTINUOUS LATERAL BRAGIN6 SHALL BE RESTRAINED BY DIAGONAL BRAGIN6 (MIN. 2' THICK NOMINAL <br />LUMBER 4 MINIMUM 5PF STUD' GRADE MATERIAL). THIS BRAGIN6 15 TO BE CONTINUOUS. PROVIDE ONE <br />ROW OF DIAGONAL BRAGIN6 AT VERTICAL WEB MEMBERS OF TRU55E5 GLO5E5T TO EACH 6ABLE END <br />WALL d ADDITIONAL DIA60NAL5 AT 20'-0" A5 REQUIRED. <br />DIAGONAL BRACE NAILED TO OPP051TE <br />PROVIDE (2) Ibd NAIL5 v 51DE OF WEB AT 20'-0" MAX. (TO PREVENT <br />EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYWOOD/05B <br />./i ROOF 5HEATHIN6 <br />GONTIN. LATERAL BRAGIN6 <br />TO LAP AGRO55 MIN. (1) <br />TRU55 BAY A5 SHOWN <br />2x 5TRON6BAGK <br />MOT REQV FOR <br />STRUGTURE) <br />DIRECT -APPLIED <br />PLYWD/05B <br />WMPRE55ION WEB (5LOPIN6 <br />OR VERTICAL) <br />GONTINUOUS LATERAL BRACE <br />ALTERNATE A (3) OR MORE <br />ADJACENT 51MILAR TRU55E5 (SEE <br />INDIV. TRU55 SHOP DRAWIN65 <br />x FOR LOGATIONS) <br />2x 5TRON6BAGK MAY BE <br />INSTALLED FOR CONSTRUGTABILITY <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REQ'D FOR <br />STRUGTURE) <br />DIRECT -APPLIED <br />616113 CEILING <br />SEGTION B-B <br />ALTERWr: MEnM HOM 0) OK MOM 51 tM TREI 5 Arse 6P4M <br />0 <br />B <br />DIREGT-APPLIED <br />6WB GEILIN6 — <br />TYPICAL TRU% ELEVATION <br />WEB MEMBER REQUIRING <br />BRAGIN6 A5 INDIGATED BY <br />TRU55 MANUFACTURER <br />2x 5TRON6BAGK5 MAY BE <br />INSTALLED FOR GONSTRUGTABILITY <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REQ'D FOR <br />STRUCTURE) <br />'L' OR 'T' BRACING o <br />WEBS DE516NATED BY <br />TRU55 MANUR <br />PERMANENT TRU55 <br />BRAG I NG PETAL I L5 NOTES <br />SCALE: NONE <br />DIRECT APPLIED GEILIN6 <br />r� <br />COMPONENT <br />J <br />ff GLADDIN6 <br />PRESSURE ZONES <br />Gomponent5 4 Glodding Wind Pre55ure5 <br />UP TO 140 MPH Wind Zone ExI2. B, RiSk Gat. II <br />Enclosed, 0.15 Int. Pre55ure Goeff. <br />MEAN ROOF <br />ZONE <br />PRE550RE50 <br />ZONE <br />PRE550RE50 <br />HT: 25 FT. <br />(15F) <br />(F-5F) <br />ROOF (HIP) <br />O <br />+14A <br />-26.6 <br />2r <br />+14A <br />-36.8 <br />20° TO 270 <br />2e <br />+14A <br />-36.8 <br />0 <br />+14A <br />-36.8 <br />OI <br />+14.11 <br />-28.3 <br />2r <br />+14A <br />-45.1 <br />ROOF <br />2e <br />+14A <br />-28.3 <br />3e <br />+14A <br />-45.1 <br />(6ABLE) <br />20° TO 27° <br />2n <br />+14A <br />-45.1 <br />0 <br />+14A <br />-53.6 <br />O <br />+21.2 <br />-221 <br />HALLS <br />O <br />+21.2 <br />-28.3 <br />" OTE:Pres5ures charted here are allowable pressures and are <br />permitted to be converted per ASGE 1-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 TYPIGAL FOR NUMBERED DETAILS ARE PLAN <br />THIS HOME � SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REGU 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 />seal: . or l� <br />G. <br />7b2 <br />a O <br />-G 0 <br />S qT E <br />© copyright: MULHERN &lo; 022 <br />Structural Engineering, Inc. <br />a0 <br />z <br />_J <br />W <br />MLU <br />Z <br />Z <br />i M <br />Z <br />w <br />J <br />a <br />zH <br />=D <br />WW <br />F-- <br />T Wi <br />Q <br />Jz <br />0 <br />y <br />W <br />C <br />7 <br />M&K project number: <br />068-2001 1 <br />project mgr: <br />drawn by: <br />issue date: <br />REVISIONS: <br />date: <br />W <br />sheet: <br />J S B <br />BC <br />01-18-22 <br />Cz <br />CZ <br />�ro <br />Cz <br />initial: <br />0 <br />J <br />O <br />a <br />0 <br />J <br />IL <br />0 <br />z <br />a <br />a <br />d <br />W <br />J <br />d <br />U <br />Z <br />J <br />P SBi <br />