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V-4 3/4. NO FIN. FLR <br />8'-01 ElwR NGT. <br />GTARR RISERS TO CONFOR'I TO <br />MK TfWAD.IO' MAX. RISER.# <br />3A4' W*' MAX VARIATICH N <br />RNlERB/TREADS ADJACENT TO <br />EACH OTHER SW MAX <br />VARIATION N ANY RRERAMAD <br />MA O"L CIRCILAR CWN <br />SECTION DIA. TO BE 1 1/4' .-IAY <br />OR PRWDE EaWALENT <br />CAtASPADILITY WNDERB- MK 6' <br />WIDE . NARROW END MK N' <br />UNDTM . W PROM NARROW END <br />b4' MK MADRAIL W.T. <br />C <br />DOL. <br />TOP <br />PLATE 0 <br />m <br />&LBAR DETAIL <br />: v2'.1'-®' <br />(2) LAYERS OF 3/4' <br />PLYWOOD OR (2) LAYERS OF <br />3/4' SUB FLOOR MATERIAL <br />3/4' T46 SU6 FLOOR RIPE FOR SOLID NAILNG ,SLUED 1 SCIlYED <br />PER FASTENER <br />eciamE <br />STAIR DATA, <br />16R • i94' <br />15 TREADS . <br />THE CLEAR SPACE BETWEEN <br />10'. P NOSMG <br />IN,THE <br />I I/2" <br />HANDRAIL AND THE WALL <br />MIN. <br />SHALL BE NO LESS THAN 1 1/2' <br />PRE-ENG'D \ <br />HANDRAIL • 36' <br />AS PER FBCR R311.1.82 <br />FLOORNG SYSTEM <br />MAX <br />p <br />W/ 2X4 RE-INFORr.Nd(s <br />(SEE FLOOR <br />FRA"ET) �� <br />MRG <br />OSIN6 C <br />I <br />= Z <br />qR <br />NOTE: <br />£ w <br />\ <br />HANDRAIL ENDS SHALL BE <br />RETURNED TO THE WALL OR <br />° <br />TERMINATE INTO A NEWEL <br />ENCLoa® ACC[NISLUi OPAL! UH M STAUMSWALL <br />�U <br />POST. <br />wr�ea R'»�-°�PI�iOMCMD CH 7W TAR W4cio= <br />OIDE SM VY OYP'OUH 00AND. FgM 3W.1 <br />B SC <br />STAIR SECTION <br />ALE, 1/2'•1'-V' <br />(3) 2x12 9Yl.J <br />STRNGERS <br />2 X 4 RE-NFORGMIG <br />EA 2 X 0 STRINGER <br />SECURE WA241 6'-8' O.C. <br />IOd MASONRY NAILS . 2X4 <br />P.T. SLEEPER NTO BLAB <br />UATMN V OF EACH END, 32' <br />Or— MAX <br />1 <br />NOTE: <br />m <br />I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />DIAMETER OF 1i's 2' OR A NONCIRCULAR CROSS SECTION WITH A <br />Q <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE 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 16015J / FB.C. 2011 <br />CHANDRAIL SECTION <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-77"078 <br />FAX: 407-774-4078 <br />w .abde oigoup.c J <br />L AA #: 0003325 <br />JQW <br />J <br />o <br />^Q <br />J <br />p <br />O <br />0 <br />3 <br />o <br />dd <br />a <br />�o <br />SUDD LOT. <br />ABBOTT PARK <br />LOT #5 <br />BLK #7 <br />PROJECT#/ <br />041 1.000-05072 <br />MODEL <br />3EEB <br />"2260-ELSTON" <br />OARAIOE 8TIM0. <br />LEFT <br />PACE: <br />STAIR <br />SECTIONS <br />& DETAILS <br />160 MPH EXP. C <br />: _ . <br />rA!D A ABOUCHACRA <br />� NO 93MJ <br />DA 11/20/19 <br />SCALE: 1/4"=1'-0" <br />SIiEET <br />A1A <br />