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I ---- _ 1._.. <br />1 <br />STUD SPACING <br />L- BRACING <br />NO <br />L-BRACING <br />(1) 2 X 4 <br />L BRACING <br />(2) 2 X 4 <br />L BRACING <br />(2) 2 X 6 <br />L BRACING <br />*1 <br />0'-0"TO 4'5" <br />4'-S" TO 8'0" <br />810'1- 12101' <br />12'0" TO 16'0" <br />24 <br />O-011 TO 4011 <br />40 TO 10 <br />i10 TO 100II <br />100 TO 140 <br />NO ANGLE BRACING REQUIRED WHEN <br />GABLE IS NO MORE THAN 24" TALL IN <br />CENTER <br />BACKNAIL W/ (2) 160 NAILS <br />2 X 4 WEB BLOCKS NAILED IN BETWEEN <br />WEBS WITH (2) ISD NAILS EACH END WITH <br />(6) 160 NAILS AT EACH END NAIL TO 2XA <br />2X4 ANGLE BRACING AT 40" OC ALONG <br />GABLE END NAIL ENDS TO 2 X 4 BLOCKING <br />WEB BLOCKING WITH (2) 160 TOE NAILS <br />NOTE: NO L BRACING REQUIRED WHEN <br />PEAK OF GABLE 16 4'0" OR LESS <br />"L" BRACING TO EXTEND AT LEAST W 96 <br />45 DEGREE& OF WEB LENGTH ( SEE TABLE ABOVE ) <br />MAXIMUM <br />STEP DOWN GABLE TRUSS WITH ONE LAYER <br />1/2" CDX SHEATHING OR 1/16" 065 NAILED <br />WITH SO COMMON NAILS 4" OC <br />SIMPSON LOTA24 OR EQUAL <br />AT 2'0" OC ( TYP) <br />WOOD BEAM OR <br />WALL BELOW <br />1/2" EXTERIOR I <br />CEILING BOARD 2 X 4 NAILER ATTACHED TO BOTTOM <br />CORD OF GABLE TRUSS AND COMMON <br />TRUSS WITH 2 EACH I2D COMMON NAILS <br />AT EACH UPRIGHT MEMBER ON GABLE <br />51-011 <br />rf <br />= -E <br />2x4 GROSS —BRACING 6 RIDGE ' 7 <br />1 20'-0" MAX <br />SEE TRUSS SYSTEM ENGINEERING I )RAWINGS FOR ANY ADDITIONAL <br />BRACING OR CROSS BRACING RE QUIREMENTS <br />REQ. MINIMUM TRUSS BRACING <br />GABLE END BRACING DETAIL <br />NOT TO SCALE <br />ROOF EDGE <br />3 2O 3O <br />O <br />O O <br />OGF <br />O O O O RIDGE O <br />O O O <br />.Q <br />O 22 a v O <br />2 O <br />O O <br />'01 <br />3 4 Q �� 0 <br />GABLE END <br />I I I I <br />-0 PARTIAL ROOF PLAN ' -o <br />ZONE (D 8d RING SHANK NAILS AT 6" O.C. AT EDGES <br />8d RING SHANK NAILS AT roll O.C. INTERMEDIATE <br />ZONES ZO �3 ad RING SHANK NAILS AT roll O.G., 4" O.G. AT <br />ROOF EDGES, RIDGE LINE, OR GABLE ENDWALL <br />NOTE: END JOINTS FOR SHEATHING SHALL BE STAGGERED <br />AND OCCUR OVER A FRAMING MEMBER. <br />ROOF SHEATHING NAILING <br />NOT TO SCALE <br />TOP/BOTTOM CHORD GABLE <br />END BRACING: 0 4811 O.C. MAX <br />FOR THE FIRST 4 ROWS OF <br />TRUSSES (MIN 2X4 ) <br />CONT. BOTTOM CHORD <br />BRACING (1"x411 MIN.) 0 <br />10'-0" MAX. <br />cl <br />6 <br />Lu <br />m <br />Q <br />�7 <br />PROVIDE MINIMUM 16" 26 GA VALLEY FLASHING 0 0 <br />AT ALL ROOF CHANGES AND SIDE WALL AREAS o 0 <br />PER FBC 101.2.5 /R103.1.5. 103.8., 903.2 AND SOS / <br />PLACE ROOF CEMENT COATING AT ROOF DECKS o 0 <br />EDGES OF FLASHING AND ALL LAPS. NAIL FLASHING o� ° <br />WITH 1 1/2" ROOF NAILS 12" OC <br />0 <br />0 <br />0 <br />0 <br />O ° <br />0 ° <br />0 <br />0 <br />0 ° <br />0 ° <br />0 ° <br />o ° <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />SIDE WALLS OR CHIMNEY WALLS <br />MINIMUM 811X8" 26 GA ANGLE FLASHING <br />OR STEP FLASHING, SEE NOTE ABOVE <br />ROOF DECK AT SIDE WALLS <br />TYPICAL ROOF FLASHING DETAIL <br />NOT TO SCALE <br />a <br />3 <br />'An' Q11 <br />14' 411 Iro' 4" <br />6X6 PT POST <br />HARDI WRAPPED <br />GABLE END TRUSS <br />------—-—---------- <br />--———————-———--------——-------—--—------- <br />1 I <br />III <br />1 1 <br />I I <br />O <br />" <br />I I <br />I 1 <br />III <br />I 1 <br />I 1 <br />I I <br />Is <br />.a <br />W <br />n <br />W <br />I <br />I <br />I <br />I <br />I <br />'0" TRAY CL <br />I <br />I O <br />I <br />I 111 811 <br />21 4" <br />I <br />I <br />I <br />I <br />I <br />I <br />N <br />I <br />LI <br />• <br />I <br />I <br />III <br />I <br />I <br />I <br />I <br />I <br />- <br />0 <br />- <br />- <br />- <br />I <br />� <br />III <br />--_ -----�------ -_--_--_--_--_ -_ -_ -_ <br />------- - ---------------------------_ <br />I <br />1 <br />GABLE END TRUSS <br />GABLE END TRUSS <br />Iro1 0" <br />14' 811 <br />301 811 <br />ROOF TRUSS PLAN 1/4 11 _ 11 o l l <br />ARKAY ENGINEERING 14 <br />USE (1) SIMPSON HIO CLIP AT ALL TRUSSES STRUCTURAL ENGINEERS <br />TO WOOD WALLS AND BEAMS, FILL NAIL / <br />HOLES WITH IODXI 1/2" NAILS <br />RICHARD L. KIDD P.E. <br />FLORIDA LIC NUMBER 312S6 <br />I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS <br />WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION <br />ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE <br />FLORIDA BUILDING CODE 2011 6TH EDITION AND ASCE 1-10 <br />FOR 13S MPH WIND ZONE RISK CATEGORY 11 AND THE ENTIRE <br />2011 BUILDING CODE RESIDENTIAL 6TH EDITION <br />c'7 <br />U N <br />v7 <br />M <br />z M <br />a <br />O o <br />J N <br />V] u- <br />CO <br />z <br />XV <br />U Lo <br />Z Lu ch <br />1-1 0 Q <br />Z Willi <br />W U Q o <br />A Z a N <br />m N <br />00 1 <br />m rn 04 <br />>- c"M <br />UJ <br />= U_ <br />ui '1 <br />UL <br />O <br />N <br />00 <br />rM <br />rr <br />N <br />� m <br />X4 • <br />Cq s <br />C <br />dl <br />ct) (o�U <br />x "., <br />LL 060 <br />z m Qo <br />~ 0 <br />LLI <br />LLI C <br />Q) <br />_z <br />f1Z <br />iF1 � <br />i <br />U O L W <br />N 1� <br />ID <br />713 <br />m Ii — <br />� <br />�-(I ov <br />W 713 <br />0� <br />W <br />H <br />Q <br />W <br />w <br />� <br />� <br />m <br />� <br />f <br />0 <br />o <br />w <br />H <br />p <br />p <br />O <br />z <br />_0 <br />Q <br />O <br />LL Z O <br />d O u- <br />z U <br />�z�' <br />N <br />mO <br />LIVING <br />1382 <br />GARAGE <br />3'10 <br />FRONT <br />PORCH <br />80 <br />REAR <br />PORCH <br />12 <br />TOTAL 11B04 <br />PG <br />3OF4 <br />ARKAY 17791 <br />