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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 />16' <br />O-01TO 45 <br />4-5 TO 81011 <br />SO - 120 <br />120 TO 160 <br />24" <br />0'-0" TO 4'0" <br />4'O" TO 1'O" <br />I <br />1'O" TO 10'O" <br />-1 <br />10'0" TO 14'O" <br />NO ANGLE BRACING REQUIRED WHEN <br />GABLE IS NO MORE THAN 24" TALL IN <br />CENTER <br />BACKNAIL W, <br />2 X 4 WEB BLOCKS NAILED IN BETWE <br />WEBS WITH (2) I&D NAILS EACH END U <br />(6) J6D NAILS AT EACH END NAIL TO <br />2X4 ANGLE BRACING AT 48" OC ALONG <br />GABLE END NAIL ENDS TO 2 X 4 BLOCKING <br />WEB BLOCKING WITH (2) 16D TOE NAILS <br />It <br />2 <br />I <br />1/2" EXT....... <br />CEILING BOARD 2 x 4 NAILER ATTACHED ro BOTTOM <br />CORD ox GABLE muss AND coMMox <br />TRUSSWITH 2 EACH I2D COMMON NAILS <br />AT EACH UPRIGHT MEMBER ON GsABLE <br />GABLE END BRACING. DETAIL <br />NOT TO SCALE <br />2x4 CROSS -BRACING a RIDGE <br />20'-0" MAX <br />goqlo <br />IN <br />M,lip's <br />Him <br />� <br />a: <br />Im <br />'OEM <br />MEN <br />NOTE: NO L BRACING REQUIRED WHEN <br />PEAK OF GABLE IS 4'0" OR LESS <br />"L" BRACING TO EXTEND AT LEAST 90 9G <br />OF WEB LENGTH l SEE TABLE ABOVE) <br />DOWN GABLE TRUSS WITH ONE LAYER <br />DX SHEATHING OR 1/I6" OSB NAILED <br />9D COMMON NAILS 4" Or, <br />30N LSTA24 OR EQUAL <br />Oc (TYP) <br />100 BEAM OR <br />LL BELOW <br />TOP/BOTTOM CHORD GABLE <br />1END BRACING A 46" O.G. MAX <br />FOR THE FIRST 4 ROWS OF <br />TRUSSES (MIN 2X4 ) <br />U! <br />4 <br />�7 <br />1 CONT. BOTTOM CHORD <br />BRACING (1"x4" MIN.) g <br />10'-C" MAX. <br />SEE TRUSS SYSTEM ENGINEERING DRAWINGS FOR ANY ADDITIONAL <br />BRACING OR CROSS BRACING REQUIREMENTS <br />REQ. MINIMUM TRUSS 5RACING <br />ROOF EDGE <br />3 <br />O <br />3) <br />2 <br />IS% O <br />O <br />OGfi <br />O <br />O O RIDGE <br />OU1 <br />O <br />O O <br />O <br />tu <br />1 44 ( <br />2 O O <br />3 <br />'z <br />O <br />O <br />O <br />O O <br />O <br />Q <br />lu <br />J <br />Q <br />4 <br />tt1 <br />GABLE END <br />5 -O PARTIAL ROOF PLAN 5 -O <br />Sd RING SHANK NAILS AT fo" O,G, AT EDGES <br />ZONE 1 O 8d RING SHANK NAILS AT 12" O.C. INTERMEDIATE <br />ZONES 2O 3O Sd RING SHANK NAILS AT ro" O.C„ 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 />THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE <br />AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND <br />EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE <br />PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION <br />DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF <br />REPAIRS OR DELAY TO THE CONSTRUCTION <br />2 X4 HAILERS <br />(TYP.) <br />2"X4" VERTICAL SCAB m 48" O.C. <br />(MAX,) CONN. W/ 4-1roD NAILS g <br />2" X 8" RIDGE BOARD TOP E USP "RT3" OR SIMPSON "H3" <br />AT <br />I' II I-IURRI 2AXE6 " C�2 YELLOWTP NE) <br />CONT, 2X4 <br />RAFTERS a 24" O.C. <br />USP "RT3" OR <br />SIMPSON "H3" <br />HURR. STRAP <br />AM EACH END <br />USP "RT3" OR - <br />SIMPSON "143" <br />HURR. STRAP m <br />48" O.C. TYP, <br />SIMPSON H3 FRAMING <br />2" X 8" RIDGE BOARD <br />ANCHOR TYP. <br />7 ROOF SHEATHING <br />VERT. SCAB <br />BEVEL CUT <br />TYP. <br />CONT, 2"X4" <br />NAILER TYP. <br />(2-16D NAILS <br />PER TRUSS) <br />USP "RT3" OR <br />SIMPSON "143" <br />HURR. STRAP g SECTION IIAII-°,AII <br />48" O-C. TYP. <br />END NOT EXPOSED TO WIND <br />4-16D TOE NAILS a <br />RIDGE BOARD END <br />ROOF VALLEY DETAIL <br />Not -TO -SCALE <br />PROVIDE MINIMUM 16" 26 GA VALLEY FLASHING <br />AT ALL ROOF CHANGES AND SIDE WALL AREAS <br />PER FBC 101.2.5 /R103.1.5. 103.6., SO3.2 AND 9O5 <br />PLACE ROOF CEMENT COATING AT ROOF DECKS <br />EDGES OF FLASHING AND ALL LAPS, NAIL FLASHING <br />WITH 1 1/2" ROOF NAILS 12" OC <br />o <br />0 <br />o <br />0 <br />0 <br />0 <br />° <br />o <br />0 <br />0 <br />° <br />o <br />° <br />0 <br />° <br />o <br />° <br />o <br />° <br />o <br />0 <br />0 <br />SIDE WALLS OR CHIMNE' <br />/ o <br />0 <br />o ° <br />0 ° MINIMUM 8"X8" 26 GA ANGLE FL <br />° OR STEP FLASHING, SEE NOTE 1 <br />° ROOF DECK AT SIDE WALLS <br />TYPICAL ROOF FLASHING DETAIL <br />NOT TO SCALE <br />BUSSES BELOW SHEATHED <br />RIOR TO VALLEY FRAMING <br />ISTALLATION. <br />X 6" (02 YELLOW PINE) <br />VALLEY FRAMING (TYP.) <br />COMMON TRUSS <br />0 <br />-61 <br />38' O" <br />MIN <br />11 <br />I <br />1'I <br />I <br />11 <br />I <br />11 <br />I <br />11 <br />I <br />11 <br />I <br />11 <br />I <br />11 <br />I <br />11 <br />I <br />11 <br />I <br />11 <br />I <br />11 <br />I <br />11 <br />I <br />11 <br />I <br />11 <br />I <br />I <br />� <br />I <br />I <br />ROOF TRUSS PLAN 1/411 _ 11011 <br />O <br />O <br />ul <br />0 <br />ARKAY ENGINEERING INC, <br />STRUCTURAL ENGINEERS / <br />RICHARD L. KIDDEI" .E� <br />FLORIDA LICENSE =— 31296 <br />I HERBY CERTIFY THAT THESE PLAINS 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 2014 5TH EDITION AND ASCE 1-10 <br />FOR 13S MPH WIND ZONE RISK CATEGORY II AND THE ENTIRE <br />2014 BUILDING CODE RESIDENTIAL 5TH EDITION <br />co <br />C4 <br />�� <br />zUzC7 <br />O <br />co <br />W�ti <br />(D0 No <br />U) <br />Z uJ.. m <br />v? <br />>.tn,- <br />Q <br />IIIIIIIm <br />0 <br />m Uco <br />5 W <br />Q <br />Z <br />V) <br />W <br />W � I- <br />W <br />g cl) o <br />0 a N <br />m � <br />co <br />Z C4 <br />Q co <br />Q ?� W <br />~ = LL <br />W O <br />(n <br />co <br />CM <br />rr <br />mom` <br />W <br />CIS m 0 V, <br />mtl <br />ZiL <br />Jtou <br />N <br />i <br />T[ u- to <br />V y� v <br />z�° <br />do <br />Z Q) <br />l <br />Q) U ' <br />Z <br />� <br />lu <br />U n, <br />O nL <br />V IJ- <br />Y <br />O010-0 <br />Q) <br />W —1 <br />U1�0-Z <br />LLl ��U <br />La <br />.Q <br />0 <br />lU <br />f <br />0 <br />ED <br />N <br />a <br />�a <br />z <br />a <br />a <br />d <br />a <br />o <br />z <br />n� <br />ii— <br />LU LU <br />iF O <br />0 <br />lu <br />0- <br />LIVING <br />1410 <br />GARAGE <br />402 <br />PORCH <br />202 <br />TOTAL 2014 <br />FIGS <br />3 <br />of: <br />5 <br />ARKAY M <br />16754 <br />