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r� <br />n <br />PERMANENT ROOF TRU55 BRAGIN6 NOTES: <br />(51%LE FAMILY HOME OR TOWNHOU5E GON5TRUCTION, WITH ROOF TRUSSES SPACED NO MORE THAN 24" O.G) <br />I. WOOD TRUSSES SHALL BE BRAGED AND ERECTED IN ACCORDANCE WITH THE BUILDIN6 COMPONENT SAFETY <br />INFORMATION (BGSI) "GUIDE TO 6000 PRACTICE FOR HANDLING, INSTALLIN6, RE5TRAININ6 4 BRAGIN6 OF <br />METAL PLATE CONNECTED WOOD TRU55E5," (2008 EDITION). <br />2. TOP CHORD BRAGIN6: <br />TOP CHORDS SHALL BE BRACED BY DIRECT -APPLIED PLYWOOD/0513 5HEATHIN6. <br />• IF 5HEATHIN(5 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FASTENED TOP <br />CHORD, CONTACT M4K FOR BRACIN6 DES16N. <br />3. BOTTOM CHORD BRAGIN6: <br />a. THE BOTTOM CHORDS SHALL BE BRACED BY DIRECT -APPLIED 6.W.B. GEILIN6 <br />4. WEB MEMBER BRAGIN6: <br />THE TRUSS MANUFACTURER SHALL INDICATE THE TRU55 MEMBERS (WEB5, VERTICALS) THAT REQUIRE <br />LATERAL BRAGIN6/RE5TRAINT. <br />a. 'T' OR V BRACE: <br />WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE 'T' OR 'L' BRAGE5 (REFERENCE <br />BG51-133 FI6URE5 133-18 4 133-I61). SHOP APPLIED REINFORCEMENT PER BG51-133 FI6URE5 63-22 4 BG-23 15 <br />ACCEPTABLE. <br />• 'T' 4 V REINFORGIN6 MATERIAL SHALL MATCH THE 51ZE OF THE WEB/VERTIGAL MEMBER. <br />• V 4 'T' REINFORGIN6 TO BE A MINIMUM OF 10% OF THE LENGTH OF THE WEB/VERTIGAL MEMBER. <br />• FA5TEN 'L' OR 'T' REINFORGIN6 TO WEB/VERTIGAL W/ I6d 6UN NAILS (0.13lx3 I/2") AT 6" O.G. <br />b. CONTINUOUS LATERAL BRAGIN6 ALTERNATE: <br />WHEN THREE (3) OR MORE 51MILARLY GONFI6URED ROOF TRU55E5 AL16N, CONTINUOUS ROW5 OF LATERAL <br />BRAGIN6 MAY BE USED IN LIEU OF THE ABOVE -NOTED V OR 'T' BRACES. <br />• CONTINUOUS ROW5 OF LATERAL BRAGIN6 SHALL GON515T OF MINIMUM 2x4. ROWS SHALL BE LAP SPLICED <br />ONE TRU55 BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TRU55 GOMPRE55ION WEB w/ (2) I6d <br />6UN NAILS (0.13101/2"). <br />• CONTINUOUS LATERAL BRAGIN6 SHALL BE RESTRAINED BY DIAGONAL BRAGIN6 (MIN. 2" THICK NOMINAL <br />LUMBER 4 MINIMUM 5PF 'STUD' GRADE MATERIAL). THI5 BRAGIN6 15 TO BE CONTINUOUS. PROVIDE ONE <br />ROW OF DIA60NAL BRAGIN6 AT VERTICAL WEB MEMBERS OF TRUSSES GLO5E5T TO EACH 6ABLE END <br />WALL 4 ADDITIONAL DIA60NAL5 AT 20'-0" AS REQUIRED. <br />DIA60MAL BRACE NAILED TO OPP051TE <br />PROVIDE (2) I6d NAILS o SIDE OF WEB AT 20'-0" MAX. (TO PREVENT <br />EACH MEMBER LATERAL MOVEMENT) DIREGT-APPLIED PLYW000/0513 <br />A ROOF 5HEATHIN6 <br />COMPRE55ION WEB (5LOPIN6 <br />OR VERTICAL) <br />CONTINUOUS LATERAL BRACE <br />ALTERNATE o (3) OR MORE <br />ADJACENT 51MILAR TRUSSES (SEE <br />INDIV. TRUSS SHOP DRAWINGS <br />FOR LOGATIONS) <br />2x 5TRON65AGK MAY BE <br />INSTALLED FOR GON5TRUCTABILITY <br />TO KEEP EVEN 5PACIN6 AT <br />BOTTOM CHORD (NOT REQ'D FOR <br />STRUCTURE) <br />GONTIN. LATERAL BRAGIN6 <br />TO LAP AGRO55 MIN. (1) DIREGT-APPLIED <br />TRU55 BAY AS 5HOWN (511\6 GEILIN6 <br />SECTION B-B <br />ABM AATE MMM NUM 0) OR MOM SIMILAR 7wF615 ARE 6P4WW <br />WEB MEMBER REQUIRING <br />B BRAGIN6 A5 INDIGATED BY <br />TRU55 MANUFACTURER <br />2x 5TRON65AGK 2x 5TRON65AGK5 MAY BE <br />(NOT REQ'D FOR INSTALLED FOR GON5TRUGTABILITY <br />STRUCTURE) TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REQ'D FOR <br />STRUCTURE) <br />DIRECT -APPLIED <br />PLYWD/05B <br />DIRECT -APPLIED / \-V OR 'I"BRAGIN6 9 <br />6WB GEILIN6 —1 WEB5 DE516NATED BY <br />TRU55 MANUF. <br />TYPICAL TR 155 ELEVATION <br />PERMANENT TRU55 <br />BRAG I NG DETA I L5 $ NOTE5 <br />SCALP: NOW <br />VIRPGT APPLIED GEILIN6 <br />COMPONENT ff GLADDIN6 <br />PRESSURE ZONES <br />Gomponents Gladding Wind Pre55ures <br />UP TO 140 MPH Wind Zone Exp. B, Ri5k Gat. II <br />Enclosed, 0.18 Int. Pre55ure Goeff. <br />MEAN ROOF <br />ZONE <br />PRE55URE50 <br />ZONE <br />PRE5%RE50 <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 2T <br />2e <br />+14A <br />-36.8 <br />O3 <br />+14.q <br />-36.8 <br />O <br />+14A <br />-28.3 <br />2r <br />+14.q <br />-45.1 <br />ROOF <br />2e <br />+14A <br />-28.5 <br />3e <br />+14.q <br />-45.1 <br />(GABLE) <br />200 TO 210 <br />2n <br />+14A <br />-45.1 <br />O <br />+14A <br />-53.6 <br />0 <br />+21.2 <br />-221 <br />NALLS <br />0 <br />1+21.2 <br />1 -28.3 <br />e <br />NOTE:Pre55ure5 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 Gale scenario of 10 p5f (eff. area). <br />Refer to notes on 5-0.0 for roof/wall nailing requirements. <br />LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME � SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REGU I RED <br />ALL APPL I GABLE AREA5. THE5E WHERE 5PEG I F I GALLY I ND I GATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />seal: <br />7 24 , <br />N <br />s <br />LL: <br />of <br />s� A E ` <br />® . <br />© copyright: MULHERN & DEC 16 2021 <br />Structural Engineering, Inc. <br />Z <br />J� <br />w <br />W <br />Z <br />c <br />c� <br />M <br />Z <br />w <br />J <br />na.. <br />a) <br />N <br />Q <br />ZF <br />Q� <br />W <br />tEi <br />I <br />T <br />m <br />i a <br />Q <br />Jz <br />Mo <br />CP <br />W <br />Y <br />oCJ? <br />y <br />LU <br />m Lo <br />C N <br />= <br />M d <br />7 <br />M&K project number: <br />068-2001 1 <br />project mgr: ,J s B <br />drawn by: DJ R <br />issue date: 1 2-1 4-2 1 <br />REVISIONS: <br />■ date: initial: ■ <br />I� <br />W L- <br />H <br />W 0 z <br />C) 2 x <br />J Q W <br />Ln <br />� UJ Q <br />z <br />Ld J J <br />sheet: <br />PBSBml <br />