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PERMANENT ROOF TRU% BRAGING NOTE5: <br />(51N6LE FAMILY HOME OR TOWNHOU5E GON5TRUGTION, WITH ROOF TRU%E5 5PAGED NO MORE THAN 24" 0.0) <br />I. WOOD TRU55E5 5HALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT 5AFETY <br />INFORMATION %51) "GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6, RE5TRAINING 4 BRAGI% OF <br />METAL PLATE CONNECTED WOOD TRU55E5," (2008 EDITION). <br />2. TOP CHORD BRACING: <br />TOP GHORDS SHALL BE BRACED BY DIREGT-APPLIED PLYW000/05B 5HEATHING. <br />• IF SHEATHING 15 NOT DIRECTLY APPLIED TO EITHER TOP GHORD OF TRU55 OR TO PURLIN5 FASTENED TOP <br />GHORD, CONTACT MbK FOR BRAGIN6 DE516N. <br />3. BOTTOM CHORD BRACING: <br />a. THE BOTTOM GHORD5 SHALL BE BRACED BY DIREGT-APPLIED 6.WB. GEILIN6 <br />4. WEB MEMBER BRAGIN6: <br />THE TRUE% MANUFACTURER SHALL INDICATE THE TRU55 MEMBER5 (WEBS, VERTICALS) THAT REQUIRE <br />LATERAL BRAGIN6/RE5TRAINT. <br />a. 'T' OR 'L' BRACE: <br />WHERE BRACING 15 REQUIRED A5 INDICATED ON 5HOP DRAWING, UTILIZE 'T' OR 'L' BRAGE5 (REFERENGE <br />B051-133 F16URE5 B3-18 4 133-19). 5HOP APPLIED REINFORCEMENT PER BC51-B3 FIGURES 83-22 d BG-23 15 <br />ACCEPTABLE. <br />• 'T' 4 V REINFORCING MATERIAL SHALL MATCH THE 51ZE OF THE WEB/VERTIGAL MEMBER. <br />• V b 'T' REINFORGIN6 TO BE A MINIMUM OF 90% OF THE LENGTH OF THE WEB/VERTICAL MEMBER. <br />• FA5TEN 'L' OR "r' REINFORCING TO WEBNERTICAL Wl Ibd 6UN NAIL5 (0.13lx3 I/2") AT b" O.G. <br />b. GONTINUOU5 LATERAL BRACING ALTERNATE: <br />WHEN THREE (3) OR MORE 51MILARLY CONFIGURED ROOF TRU55E5 ALIGN, GONTINUOU5 ROWS OF LATERAL <br />BRAGIN6 MAY BE U5ED IN LIEU OF THE ABOVE -NOTED V OR 'T' BRAGE5. <br />• CONTINUOU5 ROW5 OF LATERAL BRACING SHALL GON515T OF MINIMUM 2x4. ROW5 SHALL BE LAP 5PLIGED <br />ONE TRU55 BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TRU55 XMPRE55ION WEB w/ (2) Ibd <br />6UN NAILS (0.1310 1/2"). <br />• GONTINUOU5 LATERAL 13RAGIN6 5HALL BE RE5TRAINED BY DIA60NAL BRACING (MIN. 2" THICK NOMINAL <br />LUMBER d MINIMUM 5PF 'STUD' GRADE MATERIAL). THI5 BRAGIN6 15 TO BE CONTINUOUS. PROVIDE ONE <br />ROW OF DIAGONAL BRAGIN6 AT VERTICAL WEB MEMBER5 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 NAILS ® <br />51DE OF WEB AT 20'-0" <br />MAX. (TO PREVENT <br />EACH MEMBER <br />LATERAL MOVEMENT) <br />DIRECT -APPLIED PLYWOOD/0513 <br />ROOF SHEATHING <br />GOMPRE55ION WEB (SLOPING <br />OR VERTICAL) <br />GONTINUOU5 LATERAL BRACE <br />ALTERNATE o (3) OR MORE <br />ADJACENT 51MILAR TRU55E5 (SEE <br />- ::::.:::::::.:..:.:::::.::::::.;:.,::.:.::..::::::::::::: <br />INDIV. TRU55 SHOP DRAWINGS <br />FOR LOGATIONS) <br />2x 5TRONOBACK MAY BE <br />INSTALLED FOR GON5TRUGTABILITY <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REQ'D FOR <br />5TRUGTURE) <br />GONTIN. LATERAL BRAGIN6 <br />TO LAP AGRO55 MIN. (1) <br />DIRECT -APPLIED <br />TRU55 BAY A5 5HOWN <br />6WB GEILIN6 <br />5EGTION B-B <br />A TBWTE rETHM 1(3) OR mom SAR M695 AM Www <br />2x 5TRO%BAGK <br />(NOT RE0V FOR <br />5TRU(,'TURE) <br />DIRECT -APPLIED <br />PLYWD/05B <br />r. <br />WEB MEMBER REQUIRING <br />BRAGIN6 A5 INDICATED BY <br />TRU55 MANUFACTURER <br />2x 5TRONG5AGK5 MAY BE <br />INSTALLED FOR GON5TRUGTABILITY <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM GHORD (NOT REQV FOR <br />5TRUGTURE) <br />TYPICAL TRU55 ELEVATION <br />PERMANENT TRU55 <br />5RAG I NG DETAILS $ NOTES <br />WALI: NM <br />DIRECT AP101.I017 CaILIN6 <br />11 <br />f G LL �,a,� <br />�r <br />COMPONENT � GLADDIN6 <br />PRESSURE ZONES <br />Gomponent5 � Gladding bind 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 />PRE55URE50 <br />HT: 25 FT. <br />(�F) <br />(P5F) <br />ROOF (HIP) <br />O <br />+14A <br />-26.6 <br />2r <br />+14A <br />-36.8 <br />20° TO 27° <br />2e <br />+14.G <br />-36.8 <br />0 <br />+14A <br />-36.8 <br />OI <br />+14A <br />-28.3 <br />2r <br />+14.9 <br />-45.1 <br />ROOF <br />2e <br />+14A <br />-28.3 <br />O <br />+14A <br />-45.1 <br />(6ABLE) <br />20° TO 27° <br />2n <br />+14A <br />-45.1 <br />O <br />+14.9 <br />-53.6 <br />0 <br />+21.2 <br />-22A <br />WALLS <br />0 <br />+21.2 <br />-28.3 <br />" OTE:Pre5sures charted here are allowable pressures and are <br />permitted to be converted per ASGE I -lb 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 care scenario of 10 psf (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 REOU 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 />seal: �����`5 G� � <br />No 77824 <br />ADO; STATE OF A/\ <br />AL���� <br />© copyright <br />Structural Engineering, Inc. <br />z <br />_J <br />CD <br />w <br />z <br />z <br />z <br />w <br />J <br />Z= <br />c L) <br />W� <br />cn <br />Z =A <br />JH <br />z <br />W <br />C <br />CA <br />MLU <br />ac <br />M&K project number: <br />068-1 9022 <br />project mgr: <br />drawn by: BC <br />issue date: 07-07-21 <br />REVISIONS: <br />date: initial: <br />W <br />1 <br />� <br />J <br />o <br />W <br />0 <br />W <br />� <br />x <br />o <br />J <br />O <br />'L <br />� <br />Q <br />N <br />H <br />.a <br />I-' <br />Z <br />U <br />�00 <br />a <br />� <br />LC) <br />Y <br />_I J <br />sheet: <br />PBSBm I <br />L <br />