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c V-4�* <br />DELL. <br />TOP <br />PLATE 0 <br />M <br />BAR DETAIL <br />A SCALE: IQ P-0' <br />42' 14W <br />WALP WALL <br />UV GAP <br />(2) LAYERS OF W4' PLYWOOD <br />OR (2) LAYERS CP!/4' SUB <br />S'-,. FLOOR MATERIAL RIPS FOR <br />SOLID NAILW <br />LAUN . 3/4' Tb 810 FLOOR SECURE TREADS TO STRINWR AH U <br />OLIED 4 SCIEUEC WKSM 3' SCREW& • EA <br />PER FASTENER STRNSER LNTF#IACW &FLANK <br />SCHEME TO EXTEND BEYOND THICK!!SS <br />FIN. FLR OP SM-FLOOR SHEATHMS <br />SYSTEM (SEE FLOOR <br />mmTJ <br />He".PRAMMS <br />STAIRS RISERS TO CONFORM TO FBCR <br />ITN EDITION MOM <br />MIN. TREAD•10' MAX. RISER-T 1/4' <br />!/IS' MAX. VARIATION M <br />STAIR DATA, <br />RISERS/IROADS ADJACENT TO EACH <br />OR a 1-42, <br />OTHER 50' MAX. VARATION M ANY <br />14 TREADS • <br />RISEIR/ READ HANDRAIL CIICMAI! <br />10'H P NOSMG <br />CROSS SECTION DIA. TO BE 1 V4' •-V4' <br />oR mwVIDE ZwrvALENT <br />SRASPADNLRY WINDERS- MIN. all WIDE • <br />NARROW END MIN. IP WDTH • R' PROM <br />NARROW END !4' MIL HANDRAIL HOT. <br />'ENCLOSED ACCESSIBLE SPACE wDER <br />STAIRS SHALL HAVE WALLS. UNDER <br />STAIR SURFACE AND ANY SOFFITS <br />PROTECTED ON TFC ONCLOSED SIDE <br />WITH N' SYPSIM BOARDS. FBCR 302.1. <br />7c, <br />n T-, 11 <br />n . <br />\ h� <br />a-2a0 SYP aTRRIGER \ <br />REMPOICED WWX4 SPR <br />IMMONT. DEAD OF <br />M-FLOOR ADHESIVE <br />PL-400 OR 61MILAPE - <br />EA HORIZONTAL ON <br />2 X 4 RE-IS'OIR:IPJS <br />I EA. 2 X 0 STRINGER <br />SECURE Wed 61-81 OC. <br />STAIR SECTION <br />B SCALE: IR'•I'-®' <br />2X4 ATTACHED U <br />ONIRY NAILS • 2X <br />It INTO SLAD 071 <br />NCH END. 32' = <br />42' H. N I \ \ <br />WALL IW <br />CAP <br />1 1/2" <br />MIN. <br />HANDRAIL • 36' <br />IlV 2X4 RE-RFORG1; @ <br />THE CLEAR SPACE BETWEEN <br />THE HANDRAIL AND THE WALL <br />SHALL BE NO LESS THAN I In' <br />AS PER FBCR R311.1,S2 <br />NOTE: <br />HANDRAIL ENDS SHALL BE <br />RETUNED TO THE WALL OR <br />TERMINATE INTO A NEWEL <br />POST. <br />w <br />o� <br />D <br />NOTE: <br />I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />DIAMETER OF 14's 2' OR A NONCIRCULAR CROSS SECTION WITH A <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 />a$o <br />SHALL HAVE A MINIMUM RADIUS OF 1/8'. <br />~_ <br />\ <br />2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF <br />\ <br />FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY <br />DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE <br />SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />V lOd <br />! ri. <br />STRESSES- PER SECTION 1601.8.1 / F$.C. 2020 <br />HANDRAIL SECTION <br />r_ <br />HDR. DTL. <br />D BCALE: V2 . F.C. <br />NOTE: HEADER FINISH TO ISE PER <br />C0MM LAITY STANDARDS <br />S <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407.774.6078 <br />FAX: 407-774-4078 <br />www.abdesW)Voup.com <br />AA #: 0003325 <br />O <br />a <br />4 <br />EVSDIV. A! LOT: <br />ABBOTT PARK <br />LOT #29 <br />BLK. #12 <br />PROJMT# <br />04181.000-29121 <br />MODBrA <br />4EHB <br />"2605- HAYDEN" <br />GAPAaa BWDCG: <br />LEFT <br />PACE: <br />FLOOR PLAN <br />SECTIONS <br />& DETAILS <br />160 MPH EVt <br />3 <br />NO, <br />Dw 9/21/21 <br />ECALIC: 1/4"=1'-0" 1 <br />OWN <br />