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PERMANENT ROOF TRUSS BRAGIN6 NOTE5: <br />(51N6LE FAMILY HOME OR TOWNHOUSE GON5TRUGTION, WITH ROOF TRU55E5 5PAGED NO MORE THAN 24" O.G) <br />I. WOOD TRUSSES SHALL BE BRACED AND ERECTED IN AGGORDANGE WITH THE BUILDIN6 COMPONENT SAFETY <br />INFORMATION (BG51) "61JIDE TO 6000 PRAGTIGE FOR HANDLING, IN5TALLIN6, RE5TRAININ6 8 BRAGIN6 OF <br />METAL PLATE GONNEGTED WOOD TRUSSES," (2008 EDITION). <br />2. TOP GHORD BRAGIN6: <br />TOP GHOR05 SHALL BE BRAGED BY DIREGT-APPLIED PLYWOOD/0513 5HEATHIN6. <br />• IF 5HEATHIN6 15 NOT DIREGTLY APPLIED TO EITHER TOP GHORD OF TRU55 OR TO PURLIN5 FASTENED TOP <br />CHORD, GONTAGT M4K FOR BRAGIN6 DE516N. <br />3. BOTTOM GHORD BRAGIN6: <br />a. THE BOTTOM GHOR05 SHALL BE BRAGED BY DIREGT-APPLIED G.W.B. GEILIN6. <br />4. WEB MEMBER BRAGIN6: <br />THE TRU55 MANUFAGTURER SHALL INDICATE THE TRU55 MEMBERS (WEBS, VERTIGALS) THAT REQUIRE <br />LATERAL BRAGING/RE5TRAINT. <br />a. 'T' OR V BRAGE: <br />WHERE BRAGIN6 15 REQUIRED A5 INDIGATED ON SHOP DRAWING, UTILIZE 'T' OR V BRAGE5 (REFERENCE <br />BG51-133 FI6URE5 B3-I8 4 B3-Iq). SHOP APPLIED REINFORCEMENT PER BG51-133 F16URE5 53-22 s Br,-23 15 <br />AGGEPTABLE. <br />• 'T' $ 'L' REINFORGIN6 MATERIAL SHALL MATCH THE 51ZE OF THE WEB/VERTIGAL MEMBER. <br />• V $ 'T' REINFORGINS TO BE A MINIMUM OF 90% OF THE LEN6TH OF THE WEB/VERTIGAL MEMBER. <br />• FASTEN V OR 'T' REINFORGIN6 TO WEB/VERTIGAL W/ Ibd 6UN NAILS (0.131x3 I/2") AT b" O.G. <br />b. CONTINUOUS LATERAL BRAGIN6 ALTERNATE: <br />WHEN THREE (3) OR MORE 51MILARLY GONFI6URED ROOF TRU55E5 AL16N, GONTINUOU5 ROW5 OF LATERAL <br />BRAGIN6 MAY BE USED IN LIEU OF THE ABOVE -NOTED V OR 'T' BRAGE5. <br />• GONTINUOU5 ROW5 OF LATERAL BRAGIN6 SHALL GON515T OF MINIMUM 2x4. ROW5 SHALL BE LAP 5PLIGED <br />ONE TRU55 BEYOND IN EAGH DIREGTION. 5EGURE BRACE TO EACH TRU55 GOMPRE55ION WEB w/ (2) 16d <br />GUN NAILS (0.I31x3 I/2"). <br />• GONTINUOU5 LATERAL BRAGIN6 SHALL BE RESTRAINED BY DIAGONAL BRAGIN6 (MIN. 2" THIGK NOMINAL <br />LUMBER f MINIMUM 5PF 'STUD' 6RADE MATERIAL). THIS BRAGIN6 15 TO BE GONTINUOU5. PROVIDE ONE <br />ROW OF DIA60NAL BRAGIN6 AT VERTIGAL WEB MEMBERS OF TRU55E5 GLO5E5T TO EAGH 6ABLE END <br />WALL 3 ADDITIONAL DIA60NAL5 AT 20'-0" AS REQUIRED. <br />DIA60NAL BRAGE NAILED TO OPPOSITE <br />PROVIDE (2) 16d NAIL5 ® <br />SIDE OF WEB AT 20'-0" MAX. (TO PREVENT <br />EACH MEMBER <br />LATERAL MOVEMENT) DIRECT -APPLIED PLYWOOD/0513 <br />A <br />i ROOF 5HEATHIN6 <br />Q <br />GOMPPE55ION WEB (5LOPIN6 <br />OR VERTICAL) <br />CONTINUOUS LATERAL BRAGS <br />ALTERNATE o (3) OR MORE <br />............. <br />_.......... _.. ADJAGENT SIMILAR TRUSSES (SEE <br />..1777777 <br />\ DRAWINGS <br />INDIV TRU55 SHOP <br />x FOR LOGATION5) <br />2x 5TRON613AGK MAY BE <br />INSTALLED FOR GON5TRUGTABILITY <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM GHORD (NOT REQV FOR <br />5TRUGTURE) <br />GONTIN. LATERAL BRAGIN6 <br />TO LAP AGR055 MIN. (1) <br />DIREGT-APPLIED <br />TRU55 BAY AS 5HOWN <br />6WB GEILIN6 <br />5EGTION B-B <br />ALTERNATE MEN W MERE (3) OR MORE SIMLAR TMFSM ARE 6RaPW <br />WEB MEMBER REQUIRING <br />B <br />BRAGIN6 A5 INDIGATED BY <br />TRJ55 MANUFAGTURER <br />2x 5TRON6BAGK <br />2x 5TRON65ACK5 MAY BE <br />(NOT REQ'D FOR <br />INSTALLED FOR GON5TRUGTABILITY <br />TO KEEP EVEN 5PAGIN6 AT <br />STRUCTURE) <br />BOTTOM CHORD (NOT REOV FOR <br />5TRUGTURE) <br />DIRECT -APPLIED <br />PLYWD/056 -� <br />DIRECT-APPLIE� \-'L' OR 'T' BRAGIN6 <br />6WB GEILIN6 WEB5 DE516NATED BY <br />TRU55 MANUF. <br />TYPICAL TRU55 ELEVATION <br />PERMANENT TRU55 <br />BRAG I NG PET, I LS 4 NOTES <br />SCALE: NOW DIRECT APPLIED GEILIN6 <br />Q <br />--G--1--4 <br />3e 2n 3r 3r 2n 3e <br />Gomponent5 � Gladdinq Wind Pre55ure5 <br />UP TO 140 MPH Wind Zone Exp. B, Risk Gat. 11 <br />Enclosed; 0.18 Int. Pressure Goeff. <br />MEAN ROOF <br />ZONE <br />PRE55URE50 <br />ZONE <br />PRE55URE5 (D <br />HT: 25 FT. <br />(P5F) <br />(P5F) <br />ROOF (HIP) <br />O <br />+141 <br />-26.6 <br />2r <br />+14A <br />-36.8 <br />200 TO 27• <br />2e <br />+14A <br />-36.8 <br />0 <br />+14A <br />-36.8 <br />O <br />+14A <br />-28.3 <br />2r <br />+14A <br />-45.1 <br />ROOF <br />2e <br />+14.q <br />-28.3 <br />3e <br />+14.q <br />-45.1 <br />(GABLE) <br />200 TO 210 <br />2n <br />+14A <br />-45.1 <br />0 <br />+14.9 <br />-53.6 <br />O <br />+21.2 <br />-22.q <br />WALLS <br />O <br />+21.2 <br />-28.3 <br />NOTE:Pre55ure5 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 />pre55ure5 by a factor of 0.6 to obtain ultimate pressures. <br />Values are based on worst case Scenario of 10 psf (eff. area). <br />Refer to notes on 5-0.0 for roof/wall naliing requirements. <br />i <br />seal:��Qa®®d�r:��w <br />a <br />a A� ® P <br />© copyrigl ,, UEIE p kbLR\, <br />e n 'Inc <br />� Co <br />WJ CJ= <br />w <br />w <br />z c <br />CDC" <br />Z <br />w aa.. <br />J a .r, <br />Zac = Q� <br />H <br />ccC) �C <br />=IIE <br />UJI <br />C <br />G/1 <br />ZJ °° E <br />Q > • <br />CDZ o <br />LY Cp <br />to <br />y m LO <br />W p C-- <br />N <br />CC M a <br />M&K project number: <br />068-2001 1 <br />project mgr: J B <br />drawn by: DR <br />issue date: 10-20-21 <br />REVISIONS: <br />date: initial: <br />12/08/2021 DR <br />FRO" DOOR WAS10% <br />r� <br />Cz <br />O <br />d <br />O <br />� <br />o <br />LL <br />I-' <br />W � <br />W <br />� z <br />� <br />0 a <br />J <br />IL <br />U) <br />a <br />J <br />d <br />0 Z <br />< J _I <br />LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME $ SHALL BE IMPLEMENTED IN SPEG I E I G AND ARE ONLY REGU I RED <br />ILL APPL I GABLE AREAS. THESE WHERE 5PEG I E I GALLY I ND I GATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />I <br />sheet: <br />