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.. f••••.. <br />a <br />PERMANENT ROOF TRUSS BRAGIN6 NOTE5: <br />(SINGLE FAMILY HOME OR TOWNHOUSE CONSTRUCTION, WITH ROOF TRUSSES SPACED 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) "61JIDE TO 600D PRACTICE FOR HANDLING, INSTALLING, RE5TRAININ6 4 BRAGIN6 OF <br />METAL PLATE CONNECTED WOOD 1RU55E5," (2008 EDITION). <br />2. TOP CHORD BRAGIN6: <br />TOP CHORDS SHALL BE BRACED BY DIREGT-APPLIED PLYWOOD/0515 5HEATHIN6. <br />• IF SHEATHING 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FASTENED TOP <br />CHORD, CONTACT M✓IK FOR BRAGIN6 DE516N. <br />3. BOTTOM CHORD BRAGIN& <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, VERTIGALS) THAT REQUIRE <br />LATERAL BRAGIN6/RE5TRAINT. <br />a. 'T' OR 'L' BRACE: <br />WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON SHOP DRAWIN6, UTILIZE 'V OR 'L' BRACES (REFERENCE <br />BG51-133 FI6URE5 83-18 $ 133-19). SHOP APPLIED REINFORCEMENT PER BG51-B3 FI6URE5 133-22 $ BG-23 15 <br />ACCEPTABLE. <br />• 'T' 4 'L' REINFORGIN6 MATERIAL SHALL MATCH THE 51ZE OF THE INEB/VERTIGAL MEMBER. <br />• 'L' $ 'T' REINFORGIN6 TO BE A MINIMUM OF c10% OF THE LEN6TH OF THE WEB/VERTIGAL MEMBER. <br />• FASTEN 'L' OR 'T' REINFORGIN6 TO WEBNERTIGAL W/ Ibd 6UN NAILS (0.1310 1/2") AT 6" O.G. <br />b. CONTINUOUS LATERAL BRAGIN6 ALTERNATE: <br />WHEN THREE (3) OR MORE SIMILARLY GONFI6URED ROOF TRUSSES AL16N, CONTINUOUS ROW5 OF LATERAL <br />BRAGIN6 MAY BE USED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRAGE5. <br />• CONTINUOUS ROWS OF LATERAL BRAGIN6 SHALL GON515T OF MINIMUM 2x4. ROW5 SHALL BE LAP SPLICED <br />ONE TRUSS BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TPU55 COMPRESSION WEB w/ (2) Ibd <br />6UN NAILS (0.1310 1/2"). <br />• CONTINUOUS LATERAL BRAGIN6 SHALL BE RESTRAINED BY DIA60NAL BRAGIN6 (MIN. 2" THICK NOMINAL <br />LUMBER 8 MINIMUM 5PF 'STUD' 6RADE MATERIAL). TH15 BRAGIN6 15 TO BE CONTINUOUS. PROVIDE ONE <br />ROW OF DIA60NAL BRAGIN6 AT VERTICAL WEB MEMBERS OF TRUSSES CLOSEST TO EACH GABLE END <br />WALL 8 ADDITIONAL DIA60NAL5 AT 20'-0" A5 REQUIRED. <br />DIA60NAL BRACE NAILED TO OPPOSITE <br />PROVIDE (2) Ibd NAILS 0 51DE OF WEB AT 20'-0" MAX. (TO PREVENT <br />EACH MEMBER LATERAL MOVEMENT) DIREGT-APPLIED PLYWOOD/0513 <br />A /i ROOF SHEATHING <br />GONTIN. LATERAL BRAGIN6 <br />TO LAP ACROSS MIN. (1) <br />TRU55 BAY A5 SHOWN <br />2x 5TRON6BAGK <br />(NOT REQ'D FOR <br />STRUCTURE) <br />DIRECT -APPLIED <br />PLYWD/O5B <br />COMPRESSION WEB (SLOPIN(5 <br />OR VERTICAL) <br />CONTINUOUS LATERAL BRACE <br />ALTERNATE 0 (3) OR MORE <br />....................... ADJACENT SIMILAR TRUSSES (SEE <br />INDIV. TRUSS SHOP PRANIN65 <br />" FOR LOGATIONS) <br />2x 5TRON613AGK MAY BE <br />INSTALLED FOR GON5IRUCTABILITY <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM GHORD (NOT REQ'D FOR <br />STRUCTURE) <br />DIREGT-APPLIED <br />6WB GEILIN6 <br />SECTION B-B <br />N.7FRMIr WT"W HOWE (3) OR HORE SIMILAR TW56-M ARE 6ROWED <br />DIREGT-APPLIED <br />6WB GEILIN6 - <br />TYPICAL TRUSS ELEVATION <br />A <br />WEB MEMBER REQUIRIN6 <br />BRAGIN6 A5 INDICATED BY <br />TRU55 MANUFACTURER <br />2x 5TRON66AGK5 MAY BE <br />INSTALLED FOR GON5TRUCTABILITY <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REOV FOR <br />STRUCTURE) <br />V OR 'T' BRAGIN6 <br />WEB5 DESIGNATED BY <br />TRU55 MANUF. <br />f�a� - <br />COMPONENT <br />8 GLADDIN6 <br />PRE55URE ZONES <br />Gomponent5 � Gladding Wind Pre55ure5 <br />UP TO 140 MPH Wind Zone ExI2. B, Risk Gat. 11 <br />Enclosed, 0.18 Int. Pre55ure Goeff. <br />MEAN ROOF <br />ZONE <br />PRE55URE50 <br />ZONE <br />PRE55URE50 <br />HT: 25 FT. <br />(P5F) <br />(P5F) <br />ROOF (HIP) <br />0 <br />+14A <br />-26.6 <br />2r <br />+14A <br />-36.8 <br />200 TO 27° <br />2e <br />+14.11 <br />-36.8 <br />0 <br />+14A <br />-36.8 <br />0 <br />+14A <br />-28.3 <br />2r <br />+14:61 <br />-45.1 <br />ROOF <br />2e <br />+14A <br />-28.3 <br />3e <br />+14A <br />-45.1 <br />(GABLE) <br />20° TO 27° <br />2n <br />+14A <br />-45.1 <br />3r <br />+141 <br />-53.6 <br />O <br />+21.2 <br />-22A <br />WALLS <br />O <br />+21.2 <br />-28.3 <br />f <br />NOTE:Pre5sure5 charted here are allowable pressures and are <br />permitted to be converted per A5GE 7-I6 Section 2.4.1 to get <br />on equivalent ultimate load pre55ure. Divide allowable <br />pressures by a factor of 0.6 to obtain ultimate pre55ure5. <br />Values are based on Worst case scenario of 10 psf (eff. area). <br />Refer to notes on 5-0.0 for roof/wall nailing requirements. <br />seal,, <br />P' <br />�o <br />;W: <br />=♦r' � 'gym <br />.. ; <br />of : W s: <br />1 Z021 <br />Q <br />© copyright: MULHERN & KULP <br />structural Engineering, Inc. <br />0 cD <br />Z <br />J� <br />w <br />w <br />Z <br />Z <br />w <br />J <br />Q <br />ZF- <br />E- <br />c U <br />W� <br />H <br />v� <br />3 J <br />H <br />z <br />W <br />ID <br />y <br />W <br />cc <br />L <br />oa.. <br />a U <br />♦ o. <br />tm <br />E <br />Cb <br />M <br />m E <br />Q ♦ <br />o <br />0 <br />Y (gyp <br />m Lo <br />CD o M N <br />d <br />M&K project number: <br />068-200 1 1 <br />project mgr: JSB <br />drawn by: DJ R <br />issue date: 1 `j - `j 8-21 <br />REVISIONS: <br />date: initial: <br />PERMANENT TRUES <br />Q <br />� BRAG I NG DETAILS <br />$ NOTES <br />a <br />SCALE: NONE DIRECT APPLIED GEILIN6 <br />j <br />0 <br />W <br />LL <br />Q <br />0 <br />U) <br />� <br />w <br />Z <br />LIJ <br />CL <br />W <br />< <br />IJQ <br />D <br />Ld <br />J <br />d <br />D,I <br />U), <br />0 Z <br />V1 <br />J J <br />LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />THIS HOME � SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REQU I RED <br />ALL APPLICABLE AREA5. THESE WHERE 5PEG I F I GALLY INDICATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />sheet: <br />� r � <br />