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W <br />L <br />0 <br />a <br />4 <br />PERMANENT ROOF TRU55 BRACING NOTE5: <br />(51N6LE FAMILY HOME OR TOWNHOUSE CON5TRUGTION, 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 5AFETY <br />INFORMATION (0651) "GUIDE TO GOOD PRACTICE FOR HANDLIN6, IN5TALLING, RESTRAINING b BRAGIN6 OF <br />METAL PLATE CONNECTED WOOD TRU55E5," (2008 EDITION). <br />2. TOP CHORD BRAGI%: <br />TOP CHORDS SHALL BE BRACED BY DIRECT -APPLIED PLYW000/0513 5HEATHIN6. <br />• IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FA5TENED TOP <br />CHORD, CONTACT MIK FOR BRACING DE516N. <br />3. BOTTOM CHORD BRACING: <br />a. THE BOTTOM GHORD5 5HALL BE BRACED BY DIRECT -APPLIED 6AB. GEILIN6 <br />4. WEB MEMBER BRACING: <br />THE TRU55 MANUFACTURER SHALL INDICATE THE TRU55 MEMBERS (WEBS, VERTICAL5) THAT REQUIRE <br />LATERAL BRAGIN6/RE5TRAINT. <br />a. T' OR V BRAGE: <br />WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE T' OR 'L' BRAGE5 (REFERENCE <br />BG51-53 FI6URE5 53-18 3 B3-IQ). SHOP APPLIED REINFORCEMENT PER BG51-63 FI6URE5 B3-22 d BG-23 15 <br />ACCEPTABLE. <br />• 'T' 4 'L' REINFORCING MATERIAL SHALL MATCH THE 51ZE OF THE NEBNERTICAL MEMBER. <br />• 'L' d T' REINFORCING TO BE A MINIMUM OF 40% OF THE LENGTH OF THE VEWERTIGAL MEMBER. <br />• FA5TEN 'L' OR T' REINFORCING TO WEB/VERTIGAL W/ Ibd GUN NAIL5 (0.13lx3 l/2") AT b" O.G. <br />b. GONTINUOU5 LATERAL BRAGIN6 ALTERNATE: <br />HHEN THREE (3) OR MORE 51MILARLY GONF16URED ROOF TRU55E5 AL16N, GONTINUOU5 ROH5 OF LATERAL <br />BRAGIN6 MAY BE USED IN LIEU OF THE ABOVE -NOTED 'L' OR TBRAGE5. <br />• GONTINUOU5 ROWS OF LATERAL BRAGIN6 SHALL CON515T OF MINIMUM 2x4. ROH5 SHALL BE LAP 5PLIGED <br />ONE TRU55 BEYOND IN EACH DIRECTION. 5EGURE BRACE TO EACH TRU% GOMPRE-55ION VEB w/ (2) 16d <br />64M NAIL5 (0.1310 1/2"). <br />• GONTINUOUS LATERAL BRAGIN6 SHALL BE RE5TRAINED BY DIA60NAL BRAGI% (MIN. 2" THICK NOMINAL <br />LUMBER d MINIMUM 5PF 'STUD' GRADE MATERIAL). THI5 BRACING 15 TO BE GONTINUOU5. PROVIDE ONE <br />ROW OF DIAGONAL BRACING AT VERTICAL hEB MEMBER5 OF TRU55E5 GLO5E5T TO EACH 6ABLE END <br />HALL 4 ADDITIONAL DIA60NAL5 AT 20'-0" A5 REQUIRED. <br />DIAGONAL BRACE NAILED TO OPP051TE <br />PROVIDE (2) Ibd NAILS 0 51DE OF HEB AT 20'-0" MAX. (TO PREVENT <br />EACH MEMBER LATERAL MOVEMENT) DIREGT-APPLIED PLYWOOD/055 <br />A ROOF 5HEATHIN6 <br />GOMPRE- 510N VEB (5LOPING <br />OR VERTICAL) <br />GONTINUOU5 LATERAL BRACE <br />ALTERNATE 0 (3) OR MORE <br />ADJACENT 51MILAR TRU55E5 (5EE <br />INDIV. TRU65 5HOP DRAHIN65 <br />FOR LOGATIONS) <br />2x 5TRON6BAGK MAY BE <br />INSTALLED FOR GON5TRUGTABILITY <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REO V FOR <br />STRUGTURE) <br />GONTIN. LATERAL BRAGIN6 <br />TO LAP AGRO% MIN. (1) DIREGT-APPLIED <br />TRU55 BAY A5 5HOWN 6HB GEILIN6 <br />5EGTION B-B <br />KMware ren+ov 1 0) at Motes RKLAR nWW5 ARE eROXW <br />WEB MEMBER REQUIRING <br />B 13RAGIN6 A5 INDICATED BY <br />TRU55 MANUFACTURER <br />2x 5TRON6BAGK 2x 5TRONG3AGK5 MAY BE <br />(NOT REQb FOR INSTALLED FOR CONSTRUCTABILITY <br />STRUCTURE) TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REO V FOR <br />STRUCTURE) <br />DIREGT-APPLIED <br />PLYWD/05B <br />DIRECt-APPLIED —J / \-'L' OR T' BRACING <br />6WB GEILIN6 WEB5 DE516NATED BY <br />TRU55 MANUR <br />TYPICAL TRU55 ELEVATION <br />PERMANENT TRU55 <br />BRAG I NG DETAILS 4 NOTES <br />SCALE: NONE <br />17IREGT APPLIED CANLINS <br />COMPONENT <br />J <br />Ll <br />� GLADDIN6 <br />PRE55URE ZONE5 <br />Gomponent5 $ Gladding Wind Pressures <br />UP TO 140 MPH Wind Zone Exp. B, R115k Gat. II <br />Enclosed, 0.18 Int. Pre55ure Goeff. <br />MEAN ROOF <br />ZONE <br />PRE55URE50 <br />ZONE <br />PRE550RE50 <br />HT: 25 FT. <br />(P5F) <br />(P5F) <br />ROOF (HIP) <br />O <br />+14A <br />-26.6 <br />2r <br />+14A <br />-36.8 <br />200 TO 21" <br />2e <br />+14A <br />-36.8 <br />O <br />+14A <br />-36.8 <br />OI <br />+14A <br />-28.3 <br />2r <br />+14A <br />-45.1 <br />ROOF <br />2e <br />+14A <br />-28.3 <br />O <br />+14A <br />-45.1 <br />(GABLE) <br />20• TO 210 <br />O <br />+14A <br />-45.1 <br />O <br />+14A <br />-53.6 <br />O <br />+21.2 <br />-221 <br />WALLS <br />O <br />1+21.2 <br />1 -28.3 <br />NOTE:Pressures charted here are allowable pressures and are <br />permitted to be converted per A5GE 7-16 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 IO psf (eff. area). <br />ReFer to notes on 5-0.0 for roof/wall nailing requirements. <br />LETTERED DETA I L5 ARE TYP I GAL FOR NUMBERED DETA I L5 ARE PLAN <br />TH 15 HOME 4 SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REQU I RED <br />ALL APPL I GABLE AREAS. THESE WHERE SPEG I F I GALLY I ND I GATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />�. <br />4 <br />No ' <br />AT O <br />e01 <br />© copyright : MULHERN 1 2022 <br />structural Engineering, Inc. <br />oZ <br />_! <br />w <br />W <br />Z <br />CD <br />Z <br />wQ oa.. <br />J <br />.a <br />Z= a� <br />F— � <br />U_ �Q <br />C E <br />W� <br />t� M ::3� °O E <br />3: ;. <br />J~ aCD <br />Z 0o <br />y m �h <br />W C N <br />C ch a <br />MW project number: <br />068-2001 1 <br />project mgr: JSB <br />drawn by: DJ R <br />issue date: 01-1 A"-22 2 <br />REVISIONS: <br />■ date: initial: ■ <br />(n <br />O <br />d <br />W <br />ui <br />Q <br />O <br />z <br />J <br />� <br />(Lj�, <br />(� <br />1U)7 <br />d <br />� <br />Z <br />O <br />d <br />C� <br />o z <br />J J <br />sheet: <br />PBSBml <br />