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41' 0" L 56' 4" L 24' <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 />16" <br />0'-0" TO 4'5" <br />4'-5" TO 8'0" <br />8'0"- 12'0" <br />12'0" TO 16'0" <br />24" <br />V-0" TO 4'0" <br />4'0" TO 7'0" <br />TO" TO 10'0" <br />10'0" TO 14'0" <br />NO ANGLE BRACING REQUIRED WHEN <br />GABLE IS NO MORE THAN 24" TALL IN <br />CENTER <br />BACKNAIL W/ (2) " 16D "'^ <br />2X4 WEB BLOCKS NAILED IN BETWEEN <br />WEBS WITH (2)16D NAILS EACH END WITH <br />(6) 16D NAILS AT EACH END NAIL TO 2X4 <br />2X4 ANGLE BRACING AT 48" OC ALONG <br />GABLE END NAIL ENDS TO 2X4 BLOCKING <br />WITH (2) 16D TOE NAILS <br />1/2 <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 />2X4 NAILER ATTACHED TO BOTTOM <br />CORD OF GABLE TRUSS AND COMMON <br />TRUSS WITH 2 EACH 12D COMMON NAILS <br />AT EACH UPRIGHT MEMBER OF GABLE <br />GABLE END BRACING DETAIL <br />NOT TO SCALE <br />NOTE: NO L BRACING REQUIRED WHEN <br />PEAK OF GABLE IS 4'0" OR LESS <br />"L" BRACING TO EXTEND AT LEAST 90 % <br />OF WEB LENGTH ( SEE TABLE ABOVE) <br />P DOWN GABLE TRUSS WITH ONE LAYER <br />CDX SHEATHING OR 7/16" OSB NAILED <br />C WITH 8D COMMON NAILS <br />ATTACH BOTTOM CORD OF GABLE TRUSS <br />TO 2 X 6 PLATE WITH 16D NAILS 6" OC <br />IIN 2 X 6 P.T. PLATE WITH <br />12" X 8" ANCHOR BOLTS <br />T 24" OC. <br />ENGINEERED ROOF TRUSS PLAN 3/1611 = 1' 0" <br />a <br />EE <br />2x4 CROSS -BRACING @ RIDGE <br />20'-0" MAX 1 7 <br />11■ <br />■11�� <br />SEE TRUSS SYSTEM ENGINEERING DRAWINGS FOR ANY ADDITIONAL <br />BRACING OR CROSS BRACING REQUIREMENTS <br />REQ. MINIMUM TRUSS BRACING <br />TOP/BOTTOM CHORD GABLE <br />% END BRACING @ 48" O.C. MAX <br />FOR THE FIRST 4 ROWS OF <br />TRUSSES (MIN 2X4) <br />w <br />m <br />CONT. BOTTOM CHORD <br />BRACING (Vx4" MIN.) @ <br />10'-0" MAX. <br />2" X 8" RIDGE BOARD <br />CONT. 2"X4" <br />USP "RT3" OR <br />SIMPSON "H3" <br />HURR. STRAP @ <br />48" O.C. TYP, <br />2"X4" NAILERS <br />(TYP.) <br />PROVIDE MINIMUM 16" 26 GA VALLEY FLASHING <br />AT ALL ROOF CHANGES AND SIDE WALL AREAS <br />PER FBC 107.2.5 /R703.7.5. 703.8., 903.2 AND 905 <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 />o ° <br />° <br />0 <br />0 <br />0 <br />u <br />M <br />N <br />Lo <br />Z <br />Z <br />CM <br />M <br />Orl- <br />00 <br />J N <br />ILLr <br />� <br />�_ L? <br />N <br />Q <br />�z <br />z <br />U cy) <br />0 <br />x� <br />Q Q <br />z <br />W <br />0 <br />W <br />Q <br />O <br />z< <br />co <br />O <br />—mi_ <br />m N <br />00 <br />� <br />Ly <br />00O <br />N <br />� <br />co <br />w <br />W <br />2 U_ <br />. ILL <br />O <br />r <br />N <br />00 <br />M <br />r <br />W <br />f— <br />Q <br />Z <br />O <br />U) <br />w <br />Of <br />m <br />r� <br />(�1 <br />lul <br />ro <br />z <br />xm <br />� <br />o N <br />m m �1 <br />OUJIU1 <br />zN <br />z <br />Z <br />N <br />o N <br />1U <br />Z <br />p <br />u <br />Z <br />q <br />Ily- <br />to <br />F- <br />Q <br />zz <br />w <br />° 0 <br />0 <br />0 <br />0 <br />00 <br />SIDE WALLS OR CHIMNEY WALLS ° <br />i� <br />o <br />° <br />N <br />LL <br />0 ° <br />T <br />MINIMUM 8"X8" 26 GA ANGLE FLASHING <br />0 OR STEP FLASHING, SEE NOTE ABOVE <br />co <br />N <br />° <br />ROOF DECK AT SIDE WALLS <br />> W Z <br />I'- <br />m <br />0 O <br />TYPICAL ROOF FLASHING DETAIL <br />NOT TO SCALE <br />2" X 8" RIDGE B <br />2"X4" VERTICAL SCAB @ 48" O.C. <br />(MAX.) CONN. W/ 4-16D NAILS @ <br />TOP & USP "RT3" OR SIMPSON "H3" <br />HURRICANE CLIP AT BOTTOM. <br />VERT. SCAB <br />2" X 6" (#2 YELLOW PINE) <br />BEVEL CU <br />RAFTERS @ 24" O.C. <br />TYP, <br />USP "RT3" OR <br />CONT. 2"X4" <br />SIMPSON "H3„ <br />NAILER TYP. <br />(2-16D NAILS <br />HURR. STRAP @ <br />PER TRUSS) <br />EACH END <br />END NOT EXPOSED TO WIND <br />ROOF VALLEY DETAIL <br />NOT -TO -SCALE <br />USP "RT3" C, , <br />SIMPSON "H3" <br />HURR. STRAP @ <br />48" O.C. TYP. <br />SIMPSON H3 FRAMING <br />kTHING <br />4-16D TOE NAILS @ <br />RIDGE BOARD END <br />SECTION "A" -"A" <br />BUSSES BELOW SHEATHED <br />RIOR TO VALLEY FRAMING <br />ISTALLATION. <br />K 6" (#2 YELLOW PINE) <br />VALLEY FRAMING (TYP.) <br />O= <br />LL <br />CU <br />Z <br />O��Q <br />F—=Wp// <br />z <br />O/ <br />OL <br />Qa <br />;° <br />W(op� <br />(D <br />0 <br />J <br />=OJ <br />c/) <br />v <br />L.L <br />0 <br />Q <br />J <br />= <br />Q <br />f1 <br />d' <br />W <br />� <br />N <br />W <br />� <br />U= <br />E <br />W <br />IL <br />N <br />O <br />COMMON TRUSS;''s , <br />° <br />� � I <br />T.L. HANSP.E. LIC ED. 38654 <br />f . nyeCPADE C 33526 <br />I HER(%fi� TkSF°+P ND SPECIFICATIONS B5 <br />WERE{d Y DIRECT SUPERVISION <br />ARE IN C p 16, SECTION 1609 OF THE <br />FLORIDA BULLI1 ADDITION AND ASCE 7-10 <br />FOR 139 MPH vAl, I �1 RISK CATEGORY II <br />111 <br />N <br />L() <br />m <br />