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(2) LAYERS OF 3/4' <br />PLYWOOD OR (2) LAYERS OF <br />3/4' SUD FLOOR MATERIAL <br />3/4' TAG S133 FLOOR t D 4 SCREWED RIPE FOR SOLID NAILING <br />6L <br />PER FASTENER <br />SamOULE <br />I®'-0 3/4' 2ND FIN. FLR ,� STAIR DATA: <br />16R • 154' <br />IS TREADS • THE CLEAR SPACE BETWEEN <br />V NOSM \ 1 1/2 THE HANDRAIL AND THE WALL <br />e'-e' t316's. HGT. \ MIN' SHALL <br />PER ENOFMCR LESS THAN 1 1/2' <br />PRE_E'p HANDRAIL • 36' AS <br />ROORMG SYSTEM \ MAX p W/ 2X4 RE -I FORCMi <br />(SEE FLOOR <br />FRAMING SHEET) 10'1 OSING C 2 V \ <br />I <br />e�` R;SERS ro CONFORM To NOTE: <br />��etooirleL &TW eo (��bTM ED (�� \ HANDRAIL ENDS SHALL BE <br />na+ �.� MAX Iftem-T w \ RETURNED TO THE WALL OR <br />3/4' 3/IS' MAX YARAT$ON IN i° u TERMINATE INTO A NEWEL <br />RISERS/TREAD6 ADJACENT TO fNCLOeED ACCESINBLE MACE 11CSR •TAflM <br />EACH OTHER 3/B MAX ���" PROYMCM N M �a D \ POST. <br />vAItlATICH IN ANY roSER/TIRAD $IDE UTH in. 6- BOARD. POOR M.T <br />HANDRAIL CIRCULAR CROSS <br />SECTION D1A TO BE 1 V4' .-1/4' <br />OR PROVIDE EGIUIYALENT <br />6RAM'ABILITY WINDERS- Mat •' 3/4' KICK NOTE: <br />WIDE • NARROW END MIN II' PANTRY <br />\ I°LATE <br />worth • n' FROM N1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />34'MIN HST. HANDRAIL HST. m DIAMETER OF 1i't 2' OR A NONCIRCULAR CROSS SECTION WITH A <br />4' o PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND <br />f3)2xY! BYP. \ _ A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES <br />D� SIRS _ SHALL HAVE A MINIMUM RADIUS OF 1/8'. <br />TOP 2 .2 RE -IX n S PLATEEA 2 NFORG R 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF <br />0 TRINGE <br />m 0'-0' FIN, FLFt lorl 64 SECURE W/nd 6'-s• oc. FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY <br />loa MASCWFY NAae • 2X4 DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE <br />P.T. SLEEPER INTO SLAD SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />uSTHIN V OF EACH END• 32' STRESSES- PER SECTION 1601.8.1 / F.B.G. 2011 <br />or_ MAX <br />BAR DETAIL (�)g TAIR ®SECTION C HAN/DRAIL SECTION <br />A SCALE, 1IV-1.-0' <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32780 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.00m <br />AA #: 0003325 <br />2 <br />O <br />J <br />aUDDIV. at LOT: <br />ABBOTT PARK <br />LOT #5 <br />BLK #7 <br />PROJECT# <br />04181,000-05071 <br />MODEIc <br />3EEB <br />"2260-ELSTON" <br />GARAGE DWING: <br />LEFT <br />PAGE: <br />STAIR <br />SECTION/ <br />DETAILS <br />160 MPH EXP. C <br />D TZ 09/12/19 <br />aCALE: 1/4"=V-0" <br />aIiEET <br />A1A <br />