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n <br />2 <br />2 X4 NAILERS <br />(TYP,J <br />a <br />t <br />2"X4" VERTICAL SCAB m 48" O.C. <br />(MAX,) CONN. W1 4-16D NAILS o <br />2" X 8" RIDCsE BOARD TOP t USP "RT3" OR SIMPSON "H3" <br />HURRICANE CLIP AT BOTTOM, <br />CONT, 2X4" 2" X fo" (02 YELLOW PINE) <br />RAFTERS O 24" O.C. <br />USP "RT3" OR <br />SIMPSON "H3" <br />HURR. STRAP 0 <br />EACH END <br />USP "RT3" OR <br />SIMPSON "143" <br />HURR. STRAP s <br />48" O.C. TYP. <br />2" X 8" RIDGE <br />BOARD SIMPSON H3 FRAMING <br />ANCHOR TYP. <br />7 jr /— ROOF SHEATHING <br />VERT, SCAB <br />BEVEL CUT <br />TYP, \_4-IroD TOE NAILS a <br />CONT, 2"X4" RIDGE BOARD END <br />NAILER TYP. <br />(2-16D NAILS <br />PER TRUSS) <br />USP "RT3" OR <br />SIMPSON "H3" <br />HURR. STRAP g SECTION "All -"A" <br />46" O.G. TYP. <br />END NOT EXPOSED TO WIND <br />ROOF VALLEY DETAIL <br />NOT -TO -SCALE <br />2x4 GROSS -BRACING 0 RIDGE <br />1 20'-0" MAX 1 <br />7 <br />ENE <br />Ill�f�WHO <br />SEE TRUSS SYSTEM ENGINEERING DRAWINGS FOR ANY ADDITIONAL <br />BRACING OR CROSS BRACING REQUIREMENTS <br />REQ. MINIMUM TRUSS 5RACING <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. 103,8., 903.2 AND S05 <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 />0 <br />co 0 <br />o ° <br />0 ° <br />0 <br />0 <br />0 <br />SIDE WALLS OR CHIMNEY WALLS <br />MINIMUM 8"X8" 26 GA ANGLE FL <br />OR STEP FLASHING, SEE NOTE o <br />ROOF DECK AT SIDE WALLS <br />?USSES BELOW SHEATHED <br />RIOR TO VALLEY FRAMING <br />ISTALLATION, <br />X 6" (02 YELLOW PINE) <br />VALLEY FRAMING (TYP.) <br />COMMON TRUSS <br />TOP/BOTTOM CHORD GABLE <br />1END BRACING A 48" O.C. MAX <br />FOR THE FIRST 4 ROWS OF <br />TRUSSES (MIN 2X4 ) <br />Ul <br />m <br />a <br />CONT. BOTTOM CHORD <br />BRACING (I"x4" MIN.) o <br />10'-O" MAX, <br />TYPICAL ROOF FLASHING DETAIL <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 />C <br />a <br />1A' All <br />24' 4" 24' 0" 2' 411 24' 0" <br />20, <br />;n <br />N <br />O <br />Xn <br />to <br />a <br />!Y <br />Iu <br />a <br />�7 <br />71 <br />wI <br />2— z <br />USE (I) SIMPSON HETA20 STRAP <br />AT EACH SIDE OF TRUSS AT EACH <br />END POURED IN BOND BEAM, FILL <br />NAIL HOLES WITH IODXI 1/2" NAILS <br />- - <br />USE (1) SIMPSON H10 CLIP AT ALL TRUSSES <br />TO WOOD BEAMS, FILL NAIL HOLES WITH ]OD <br />X 11/2"NAILS <br />----- ----- ----- ----- ----- --- ----- ----- - -- -- - <br />®- -- — _— — _— — _— — -- --� = - = -- - -- — — — ---- <br />1 1 <br />111 <br />I <br />USE (1) SIMPSON HETA20 STRAP I i <br />AT EACH SIDE OF TRUSS AT EACH , , <br />END POURED IN BOND BEAM. FILL <br />NAIL HOLES WITH IODXI 1/2" NAILS 1 <br />, , <br />I <br />I I <br />- III <br />------------- <br />- - - - - <br />1 <br />1 <br />I <br />I <br />1 <br />II <br />1 <br />I I <br />1 <br />1 <br />I I <br />N'1' <br />1 I <br />I <br />1 <br />=_ <br />d) <br />(L/ <br />w <br />� <br />a <br />N <br />K <br />USE (1) SIMPSON HF-TA20 STRAP <br />AT EACH SIDE OF TRUSS AT EACH <br />END POURED IN BOND BEAM, FILL <br />NAIL HOLES WITH IODXI 1/2" NAILS <br />GIRDER <br />TRUSS <br />X0 <br />IN <br />ERI <br />RCS <br />AUL <br />ISSO <br />ED <br />/ <br />/ <br />i <br />RID <br />LC s <br />/ <br />E LINE <br />T <br />PROVIDE <br />TO <br />EACH <br />STUDDED COMMON TRUSS <br />SET AT TOP ODF FIRE WALL AT <br />SIDE <br />o" <br />VER1 <br />oolor <br />ED N <br />P <br />It, <br />\ <br />\ <br />\ <br />\ <br />USE (1) SIMPSON HETA20 STRAP AT ONE <br />SIDE OF ALL ROOF TRUSSES AT BLOCK <br />WALLS THAT DO NOT HAVE A SPECIFIC <br />STRAP CONNECTION CALLED OUT, FILL <br />NAIL HOLES WITH IODXI 1/2" NAILS. <br />ULTED CLGS <br />FALSE GABLE <br />TRUSS1H <br />I <br />I I <br />__71 <br />TN <br />22' 4" <br />32' 0" <br />20' 4" <br />ROOF TRUSS PLAN 1/4I' _ III oi, <br />L) <br />M <br />N <br />z z <br />M <br />c')o� <br />o <br />O o <br />J N <br />LL I,- <br />z <br />F_ c' <br />N <br />C7 <br />U Lo <br />m <br />g0Q <br />W p WQ <br />o co <br />A <br />a <br />0 N <br />�_ <br />M 04 <br />00 1 <br />M rn 04 <br />eM <br />W <br />2 Ucjj <br />_ <br />LL <br />�0 <br />N <br />00 <br />cM <br />r- r <br />\06 <br />wc" <br />ct1 � <br />crl `A <br />co 0 0 <br />c') <br />Z <br />x N� <br />id) <br />V <br />5 L. <br />Z <br />0 <br />Q) <br />c: O LL <br />Z <br />> Q� <br />Lu L. <br />0 Z . <br />,� <br />Q. <br />7JU A) Q) <br />1 L <br />W .Q LL -1 <br />0 <br />(LNW <br />u <br />Q <br />Z <br />ct) <br />} <br />W <br />ff <br />ttl <br />N <br />6 <br />d <br />w <br />zzm <br />Q <br />Q <br />ARKAY ENGINEERING INC, <br />STRUCTURAL ENGINEERS <br />RICHARD L, KID EY P.r <br />FLORIDA LICENSE NUMBER 31296 <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 Iro09 OF THE <br />FLORIDA BUILDING CODE 2011 6TH EDITION AND ASCE 1-10 <br />FOR 13S MPH WIND ZONE RISK CATEGORY II AND THE ENTIRE <br />2011 BUILDING CODE RESIDENTIAL 6TH EDITION <br />`I <br />FG <br />50E-1 <br />,4p,<4 ' # 18683 <br />