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C <br />DE31.. <br />TOP <br />PLATE 0 <br />m <br />BAR DETAIL <br />A SCALE: IIV -V -0' <br />• <br />LAUN. <br />42' HkTil <br />HALF WALL <br />w CAP <br />3/4' TAS SIA <br />SUED a SC <br />PER FAe <br />6TTAJ" RISERS TO CONFORM TO POOR <br />674 EDITION (20n) <br />MN TREAD.10' MAX. RBER•1 3/4' <br />3/16' MAX. VARIATION IN <br />RSEl6RREADS ADJACENT TO EACH <br />OTHER SW MAX VARIATION IN ANY <br />RRIRF SERAD HANDRAIL CIRCILAR <br />CRO86 SECTION DIA. TO BE 1 1/4«-V4' <br />OR PROVIDE EQUIVALENT <br />SRASPASILITY WN MM- MN 6' WOE • <br />NARROW END MN W' WIDTH • R' FROM <br />NARROW END 34' MN HANDRAIL NOT. <br />'ENCLOSED ACCEWISLE SPACE WDER <br />STAIRS SHALL HAVE WALLS, INDER <br />STAIR SISiPAC 1 AND ANY 60MITS <br />PROTECTED ON THE ENCLOSED SIDE <br />WITH V2' GYPSUM BOARDS, RSCR 302.1. <br />(2) LAYERS OF 3/4' PLYWOOD <br />OR (2) LAYERS OF 3/4' Sue <br />R.00R MATERIAL RIPS POR <br />SOLID NAILINS <br />tAMINO SHEET) <br />\ <br />START@ DATA, <br />IDR • 1.52' <br />3 <br />F <br />\ <br />14 TREADS • <br />Ip•« I' NOSING <br />STOR. ` <br />SECURE TRCADS TO STRINSER AHU <br />WK3P8 3' SCREWS • EA <br />67R04ER WrMMADED SHAI'K <br />TO EXTEND BEYOND TNW0066 <br />OF "-FLOOR SHEATHMS <br />C � <br />41 \ <br />3-2xO SYR STRINGER \ <br />REINFORCED WVo" 6" <br />W/CONT. BEAD OF <br />Sue -FLOOR A;406IVE <br />PL•400 OR SMILARE • <br />EA HORIZONTAL RW <br />2 X 4 RE-MFOISCPIS <br />• EA. 2 X 2 STRWAR <br />SECURE W/Od 6'-6. O.C. <br />STAIR SECTION <br />B SCALE.I/2'•I'-C' <br />42' H 1/2 <br />WALL WV <br />CAP <br />.1. MAX. <br />Noom <br />4r <br />€c <br />iW <br />• <br />\ <br />2X4 ATTACHED W/WSd <br />MASONRY NAILS . 2X4 P.T. <br />SLEEPER INTO SLAB WTHIN S' <br />OF EACH END, 32' Or- MAX <br />THE CLEAR SPACE BETWEEN <br />1 1/2' THE HANDRAIL AND THE WALL <br />MIN. SHALL 5E NO LESS THAN 1 1/2' <br />HANDRAIL • 36' AS PER FBCR R311.'18.2 <br />V 2X4 FM W,ORCING <br />� NOTE: <br />HANDRAIL ENDS SHALL 5E <br />RETURNED TO THE WALL OR <br />TERMINATE INTO A NEWEL <br />POST. <br />NOTE: <br />I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />DIAMETER OF Ii't 2' OR A NONCIRCULAR CROSS SECTION WITH A <br />PERIMETER DIMENSION OF AT LEAST 4' 5UT NOT MORE THAN 6 1/4' AND <br />60 <br />A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES <br />SHALL HAVE A MINIMUM RADIUS OF I/8'. <br />x� <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 16018.1 / F.B.G. 2011 <br />CHANDRAIL SECTION <br />SCALE:3/4'•I'-0' <br />1,441 N. RONALD REAGAN BLVDI <br />LONGWOOD,FL32750 '.. <br />PH: 407-77448078 <br />FAX: 407-7744078 <br />www.abdoeigngroup.com <br />AA 0: 0003325 <br />a <br />o <br />V <br />avBDIN. de LOT: <br />ABBOTT PARK <br />LOT #1 <br />BLK. #9 <br />PROJECT* <br />04181.000-01091 <br />MODELA <br />4EHB <br />"2605— HAYDEN" <br />GARAGE 9WING: <br />LEFT <br />PAGE: <br />FLOOR PLAN <br />SECTIONS <br />& DETAILS <br />160 MPH EXP. C <br />of <br />