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PERMANENT ROOF TRU55 BRAGIN6 NOTE5: <br />(51N6LE FAMILY HOME OR TOHNHOU5E 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, RE5TRAINI% d BRAGING OF <br />METAL PLATE CONNECTED WOOD TRU55E5," (2008 EDITION). <br />2, TOP CHORD BRACING: <br />TOP CHORDS SHALL BE BRACED BY DIRECT -APPLIED PLYW000/05B 5HEATHIN6. <br />• IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FASTENED TOP <br />CHORD, CONTACT MW FOR BRACING DE516N. <br />3. BOTTOM CHORD BRAGIN6: <br />a. THE BOTTOM CHOR05 5HALL BE BRACED BY DIRECT -APPLIED G.W.B. CEILIN6 <br />4. WEB MEMBER BRACING: <br />THE TRU55 MANUFACTURER 5HALL INDICATE THE TRU55 MEMBERS (WEBS, VERTIGAL5) THAT REQUIRE <br />LATERAL BRAGIN6/RE5TRAINT. <br />a. 'T' OR 'L' BRAGE: <br />WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE 'T' OR 'L' BRACES (REFERENCE <br />BG5I-133 F16URE5 B3-18 S 53-Ig). 5HOP APPLIED REINFORCEMENT PER BG51-B3 FI6URE5 63-22 $ BG-23 15 <br />ACCEPTABLE. <br />• 'T' 8 'L' REINFORCING MATERIAL 5HALL MATCH THE 51ZE OF THE NEB/VERTIGAL MEMBER. <br />• V d 'T' REINFORCIN6 TO BE A MINIMUM OF gO% OF THE LEN6TH OF THE WEB/VERTIGAL MEMBER. <br />• FA5TEN 'L' OR 'T' REINFORCING TO WEB/VERTICAL YV/ Ibd GUN NAIL5 (0.1310 1/2") AT 6' O.G. <br />b. GONTINUOU5 LATERAL BRAGIN6 ALTERNATE: <br />WHEN THREE (3) OR MORE 51MILARLY GONFI6URED ROOF TRUSSES AL16N, GONTINUOU5 ROW5 OF LATERAL <br />BRAGIN6 MAY BE U5ED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRAGE5. <br />• GONTINUOU5 ROWS OF LATERAL BRAGIN6 5HALL GON515T OF MINIMUM 2x4. ROh5 5HALL BE LAP 5PLIGED <br />ONE TRU55 BEYOND IN EACH DIRECTION. 5EGURE BRACE TO EACH TRU55 GOMPRE5510N WEB w/ (2) Ibd <br />GUN NAIL5 (0.1310 1/2"). <br />• GONTINUOU5 LATERAL BRAGIN6 5HALL BE RE5TRAINED BY DIA60NAL BRACING (MIN. 2' THICK NOMINAL <br />LUMBER d MINIMUM 5PF 'STUD' GRADE MATERIAL). THI5 BRAGIN6 15 TO BE GONTINUOU5. PROVIDE ONE <br />ROW OF DIA60NAL BRAGIN6 AT VERTICAL WEB MEMBER5 OF TRU55E5 CLO5E5T TO EACH 6ABLE END <br />WALL 4 ADDITIONAL DIA60NAL5 AT 20'-0" A5 REQUIRED. <br />DIAGONAL BRACE NAILED TO OPP051TE <br />PROVIDE (2) Ibd NAILS a <br />51DE OF WEB AT 20'-0" <br />MAX. (TO PREVENT <br />EACH MEMBER <br />LATERAL MOVEMENT) <br />DIRECT -APPLIED PLYW000/05B <br />-5 <br />ROOF 5HEATHIN6 <br />COMPRESSION WEB (5LOP►N(5 <br />OR VERTICAL) <br />GONTINUOU5 LATERAL BRACE <br />ALTERNATE o (3) OR MORE <br />..............._..... ............. <br />ADJACENT 51MILAR TRU55E5 (5EE <br />INDIV. TRU55 SHOP DRAWINGS <br />FOR LOGATIONS) <br />2x 5TRON6BAGK MAY BE <br />IN5TALLED FOR GONSTRUCTABILITY <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REGV FOR <br />STRUGTURE) <br />GONTIN. LATERAL BRACING <br />TO LAP AGRO55 MIN. (1) <br />DIRECT -APPLIED <br />TRU55 BAY A5 5HOHN <br />6WB GEILIN6 <br />5EGTION B-B <br />ALTORMTE MMW Mn CW ore MORE SHLM TMM AM &WJW <br />Yf-13 MEMBER REQUIRING <br />B BRAGIN6 A5 INDICATED BY <br />-, TRU55 MANUFACTURER <br />2x 5TRONG13AGK 2x 5TRONOBAGK5 MAY BE <br />(NOT REQ'D FOR F INSTALLED FOR CON5TRUGTABILITY <br />STRUGTUI TO KEEP EVEN 5PAGI% AT <br />BOTTOM CHORD (NOT REQV FOR <br />STRUGTURE) <br />DIREGT-APPLIED <br />PLYWD/05B <br />DIRECT-APPLIED\--'L' OR 7, BRACING o <br />6hB GEILIN6 1 E% DE516NATED BY <br />TRU55 MANUR <br />TYPICAL TRU55 ELEVATION <br />r� <br />COMPONENT <br />J <br />ff CLADDING <br />PRE55URE ZONES <br />Gomponent5 � Glodding Wind Pre55ure5 <br />UP TO 140 MPH Wind Zone Exq. B, RiA Gat. II <br />Enclosed, 0.18 Int. Pre55ure Goeff. <br />MEAN ROOF <br />ZONE <br />PRE55URE50 <br />ZONE <br />PRE55URE50 <br />HT: 25 FT. <br />(�F) <br />(P51F) <br />ROOF (HIP) <br />0 <br />+14.q <br />-26.6 <br />2r <br />+14A <br />-36.8 <br />20• TO 27" <br />2e <br />+14A <br />-36.8 <br />0 <br />+14A <br />-36.8 <br />0+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 2l• <br />2n <br />+14A <br />-45.1 <br />0 <br />+14A <br />-53.6 <br />0 <br />+21.2 <br />-22A <br />WALL5 <br />0 <br />+21.2 <br />-26.3 <br />• OTE:Pre55ures 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 />seal: 0tM l 111//// <br />G. F% /�ii <br />No 77W4 <br />TSTATE OF <br />p�, • �t ORIOP • (���►`�� <br />1014 <br />--` ;O1\\\� <br />© copyright:tu�IR1��� <br />ering, Inc. <br />0 cz <br />z <br />_J R <br />w <br />w <br />Z_ <br />04 <br />CJ <br />L7 <br />Z <br />� <br />W <br />J <br />CV <br />m <br />Q <br />Z <br />E <br />CQt <br />C.) <br />'t 4 <br />W~ <br />cn <br />•� °' <br />T -� <br />a <br />m E <br />+ <br />Q <br />W o <br />_J Z <br />W <br />p <br />:a <br />Y <br />o <br />y <br />W <br />m` <br />O N <br />M&K project number: <br />068-1 9029 <br />project mgr: ,J S B <br />drawn by: BC <br />issue date: 07-07-2 `I <br />REVISIONS: <br />date: initial: <br />JUL 0 8 2021 <br />PERMANENT TRUBS <br />BRAG I N6 DETAILS $ NOTES Q <br />SGALM: NONS VIWT APPLIED CEILING (� <br />W 0 <br />,J <br />LL <br />U? <br />W t� <br />1.0 Q z <br />Q 0 x <br />a <br />� Q W <br />W d <br />� � x <br />� z <br />0Z <br />LL1 .1J <br />LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN <br />THIS HOME � SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REQUIRE <br />A APP I GAB E AREAS. THE NHERE L L � 5E ERE 15PEG I F I GALLY I ND I GATEL , <br />DETAILS ARE NOT GUT ON THE PLANS. ("GUT") ON THE PLANS. <br />sheet: <br />PBSBml <br />