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Nr <br />C <br />DEL. <br />TOP <br />PLATE 9 <br />M <br />ABAR DETAIL <br />SCALE, I/2'.1'-®• <br />I <br />RCH DTL. <br />�)N <br />LE, <br />AHU <br />OP <br />/ <br />42' K 1/2 <br />CAP <br />C <br />EW / <br />2X4 XMI146400, W W1d <br />MASONRY NAW.S • 2X4 P.T. <br />SLEEPER NTO SLAB UWTMN S' <br />OP EACH ED. 32' OL. MAX. <br />(2) LAYERS OF 3/4' PLYWOOD <br />OR (2) LAYERS OP 3/4' SM <br />Ii.00R MATERSOLID WAI <br />/ <br />/ <br />8/4' K / <br />PLATE1. <br />/ <br />MN. / <br />/ <br />STOR. <br />3-2xI7 SYP 8TRNdLR <br />RSMFORCED UVJX4 SPP <br />W/CONT. "PAD OF <br />EA HORIZONTAL PUN <br />2 X 4 RE-RNFORCM <br />. EA. 2 X D STRINGER <br />6ecum W/Od S.'-S' O.C. <br />,a, K HALP WALL <br />UV CAP <br />-Am, Ira Sue PLOOR <br />BLUED N 6CIUEUED <br />MR PA6TElR <br />sewro E <br />V-6' Bier. MGT. <br />:LR 'fM�86 f. J <br />WAM RISSM TO CONPOR1 TO Pell! 67W <br />STAIR DATA, <br />1NDmCN (ton) <br />MN TREAD-W tux. INSIM-T 3/4. 3/18' <br />*R R 1_w,,4' <br />MAX vARUTION N O NOWMSMMA06 <br />S TREADS • <br />ADJACENT TO EACH OYWR 3/6' MAX <br />I®'• 1' I40SR.Ks <br />VAMATION IN ANY MMPVr%EAD HANDRAIL <br />C4111CULAR CROSS SECTION D1A TO ISE 13/4' <br />u4' OR PROVIDE EMP/ALENT <br />dRASPAeILITY WPDERB- MIK 6' UWE • <br />NARROW END MN. W' WDTH • D' POCM <br />NAMOIU ED 34' MIN. "'ORAL H67. <br />O CLOSED ACCEBSUSLE SPACE UNDER <br />STAIRS SHALL MAVE WALLS, UNDER STAIR <br />SURFACE AND ANY SOFFITS PROTECTED ON <br />THE ENCLOSED 61DE UATH IR' 6YPSUn <br />BOARDS. POCR 302.1. <br />STAIR SECTION <br />C SCALE, <br />THE CLEAR SPACE BETWEEN <br />1 1/2' THE HANDRAIL AND THE WALL <br />MIN. SHALL BE NO LESS THAN 1 1/2' <br />WANDRAIL a 36GMG, AS PER FBCR R311.1.82 <br />W/2X4 �-II'FOR <br />NOTE: <br />HANDRAIL ENDS SHALL BE <br />ftURNED t0 t1aE WALL OR <br />TERMINATE INTO A NEWEL <br />POST. <br />NOTE: <br />1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />DIAMETER OF Ii'! 2' OR A NONCIRCULAR CROSS SECTION WITH A <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MOIL THAN 6 1/4' AND <br />A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES <br />SHALL HAVE A MINIMUM RADIUS OF 1/8'. <br />2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF <br />FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY <br />DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE <br />SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />STRESSES- PER SECTION 1601.6.1 / F.B.C. 2011 <br />HANDRAIL SECTION <br />D SCALE, s/4 ".m' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-77"078 <br />FAX:407.774.4078 <br />www.abdosigng:oup'.com <br />AA 8: 000332E <br />V <br />8 <br />aulwiv. At L/OTN <br />SILVERADO <br />LOT #12 <br />BLK. #12 <br />PRD"=T# <br />04128.002-12121 <br />molmm <br />4EHB <br />"2605- HAYDEN" <br />oARAGN SWINC♦N <br />RIGHT <br />PALM <br />FLOOR PLAN <br />SECTIONS <br />& DETAILS <br />%150 MPH EXP. B <br />n <br />