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42• NIGH <br />HALF WALL <br />uV CAP <br />(T) LAYCRS OP 3/4' PLYWOOD <br />OR (2) LAYERS OF 3/4' SUD <br />w oae MATERIAL M" F01e <br />�� <br />AHUSOLID <br />"am TREADS TO aTRN6ER 3/4' T40 WO R.00R <br />WK37O V SCREWS • CA GLUED 4 SCREWED <br />GTRm6ER UITHREADCR <br />ED am" PER PASTEN <br />TO CXTEND CCYOND THIOKNEGS GCy1EDULE <br />OF euill-FLOOR SWEATI41m <br />V-4 3/4' 2ND FIN. FLR. <br />/ <br />THE CLEAR SPACE BETWEEN <br />/ <br />1 I/2' <br />THE HANDRAIL AND THE WALL <br />- - - <br />a'-0' BRCS. HGT. <br />MIN. <br />SHALL BE NO LESS THAN 1 1/2' <br />/ <br />�ole FRAMM "ETA) <br />A361 <br />AS PER FBCR R311.1.82 <br />!GEE <br />W/12DX4 RE- INFORGING <br />/ <br />LU Q W <br />_ <br />42' k V2 <br />WALCAP W <br />3/4'KICK /j[`S <br />PLATE / <br />NOTE <br />RISERS TO CONF'OIG'I TO R3CR <br />NOTE: <br />/ <br />1T14 ED TION (21020) <br />MIN. TREAD-W' MAX RISER.? 3/4• <br />HANDRAIL ENDS SHALL BE <br />/ <br />3/I6• MAX VARIATION IN <br />RETURNED TO THE WALL OR <br />W <br />U <br />/ <br />STAIR DATA: <br />RISERS/TIdADS ADJACENT TO EACH <br />OTHER 3/S' MAX VARIATION MANY <br />TERMINATE INTO A NEWEL <br />`fl <br />V MAX. <br />/ S T 0 R <br />NOERIMAO HANDRAIL CIRCULAR <br />CIeOSS SECTION DIA, TO GE 1 V4' <br />POST. <br />NOSING • <br />14 T��s E <br />a-1/4' <br />10, / <br />I0'a 1' NOSING <br />OR PRONDE EOLIVALWT <br />GRASPARIw - MN •' oe • <br />M / <br />KU <br />NARROW ENDNP MRl II* m wDn+ . G• PROM <br />9-2.12 SYP STRM6ER <br />NARROW END 34• Mm. MA DRAIL HGT. <br />/ REWPOR:ED WRX4 G" <br />NOTE: <br />/ UPC-rLOORDEAD ADH <br />GUD-0.00R ADHESIVE <br />�, <br />•ENCLOGED ACCEGNELE SPACE UNDER <br />1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />C 1,-4• <br />Q <br />4000R GIMIL • <br />PL-NOW20NTAL <br />STAIRS SHALL HAVE WALL0. WDER <br />DIAMETER OF 1}'t 2' OR A NONCtRCULAR CROSS SECTION WITH A <br />a <br />EA IN <br />RW <br />/ <br />/ 2 4 <br />STAIR S13FACE AND ANY SOITITS <br />PROTECTED ON THE EWA OSED BIDE <br />UTH L'2' GYPGUM ODA". FOCR 302A <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND <br />_ <br />X RE-mPOROmG <br />• EA 2 X n STFtW&R <br />A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES <br />DESL. <br />/ xaud uwa v-a oa <br />SHALL HAVE A MINIMUM RADIUS OF 1/8'. <br />TOP <br />64 <br />0'-0' FIN. FLR <br />PLATE <br />9 <br />2X4 ATTACHED eV Ioe1 <br />o <br />2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF <br />MASONRY NAILS • 2X4 P.T. <br />SLEEPER WO GLAD wTHIN G' <br />FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY <br />OF EACH M, 32.O,C. MAX. <br />DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE <br />SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />STRESSES- PER SECTION 1601.8.1 / F.B.C. 2020 <br />A BAR DETAIL <br />. <br />STAIR ®SECTION <br />AN C H/DRAIL SECTION <br />L441 N. RONALD REAGAN BLVD, <br />LONGWOOD,FL32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA M: 0003325 <br />y <br />m <br />$UIBDIV. AC LOT <br />ABBOTT <br />PARK <br />LOT# 25 <br />BLK# 11 <br />PROJECT# <br />04181.000-25111 <br />MOD'L <br />"AISLE" <br />2007 <br />GARAGE •WING: <br />RIGHT <br />PAGE: <br />STAIR <br />SECTION/ <br />DETAI <br />60 MPH <br />2 2021 <br />PRINT 04 08 21 <br />DATE: <br />SCALE:1/4" = f-0" <br />SHEET <br />A1A <br />