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C V-q'� <br />DE1L. <br />TOP <br />PLATE 9 <br />BAR DETAIL <br />A SCALE= I/2'•11-0. <br />42, HIGH <br />HALF WALL <br />UV CAP <br />LAUN • <br />3/4, T46 am FLOOR <br />GWED a DOMI IC <br />PER FASTENER <br />SCNEDILE <br />ND FIN. FLR- <br />' BRCs. HGT, <br />PRE-EN6'D FLOOR" <br />SYSTEM (SEE FLOOR <br />MmI <br />FRAMING SHEET) <br />STAIRS RISERS TO CONFORM TO FOCR <br />TTH EDITION (2020) <br />MN. TREAD•10' MAX RISER'T 1/4' <br />!M' MAX. VARIATION IN <br />STAIR DATA, <br />RSERS/NIBADS ADJACENT To EACH <br />OR 111 T92' <br />OTHER "'MAX VARIATION N ANY <br />4TREADS s <br />RISEWrREAD HANDRAIL GIRD <br />10'+ 1' NOSING <br />CROSS SECTION DIA. TO of i 14' .-V4' <br />OR PROVIDE E(i)IVALENT <br />6RASPADILITY WIDENS- MN W WIDE • <br />NARROW END MN IP WIDTH • W FROM <br />NARROW END 54' MN HANDRAIL HOT. <br />NCTE. <br />'ENCLOSED ACCESNISLE SPACE WDER <br />STAIRS SHALL 14ANM WALLS, UNDER <br />STAIR 8"ACE AND ANY SOFFITS <br />PROTECTED ON THE ENCLOSED SIDE <br />WITH V2. 6YPSU'1 WARDS. MWR 307.1. <br />(2) LAYERS OF E/4' PLYWOOD <br />OR (2) LAYERS OF 1/4' GM <br />FLOOR MATERIAL RIPS FOR <br />SOLID NAILM <br />SECJR6• TREADS TO &TRIMMER A H U <br />WMs)% V SCIRWS • EA <br />STRINGER UNTHREADED 6"K <br />TO EXTED DEYOND THIOoaSS <br />OF &M-PLOOR SFEATHNG <br />I \ <br />\ <br />\ <br />42' N. V2 <br />WALL V <br />\ !/4' KICK <br />CAP <br />\ PLATE <br />I'M ING <br />\ <br />\ <br />m• <br />MN <br />n <br />pQ <br />W <br />STOR. \ <br />\ <br />A <br />!•7.G SYP STRINGER <br />RErroRr;ED aVJX.t SI•F <br />\ <br />W/CONT. DEAD OF <br />\ <br />SIa-FLOOR ADFESIv! <br />PL-400 OR SRTILARE • <br />EA HORIZONTAL ISM <br />\ <br />2 X RE-INFOI� _ <br />• E2 A. 7 X 11 STRINGERMM <br />\ <br />SECIWE W/174A S'-S' OG. <br />B STAIR SECTION <br />SCALE, I!1'•I'-0' <br />2X4 ATTACHED IIV 10d <br />MASONRY NAILS • 2X4 P.T. <br />SLEEPER INTO SLAB WTHN V <br />OF EACH END, N' OC. MAX <br />HANDRAIL • 36' <br />LV 2X4 RE -NEON <br />THE CLEAR SPACE BETWEEN <br />THE HANDRAIL AND THE WALL <br />SHALL BE NO LESS THAN 1 1/2' <br />AS PER FBCR R311.782 <br />NOTE: <br />HANDRAIL ENDS SHALL BE <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'a 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 GROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES <br />g o <br />~ <br />SHALL HAVE A MINIMUM RADIUS OF 1/0'. <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 1601.8.1 / F.B.C. 2020 <br />HANDRAIL SECTION <br />C SCALE= 3/4'.P-0' <br />NOTE: HEADER FINISH TO BE PER <br />C0MMLNITY STANDARDS <br />• <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774.8078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003328 <br />lift, <br />6 <br />11, <br />0 <br />aUDDIV. de LOT: <br />ABBOTT PARK <br />LOT #9 BILK #12 <br />PHASE: 4C <br />PROJl7CT# <br />04181.04 -091 1 <br />MODMi. <br />4EHB <br />"2605-HAYDEN" <br />GARAGE DWDtG: <br />LEFT <br />PAGE: <br />FLOOR PLAN <br />SECTIONS <br />& DETAILS <br />%160 MPH EXP. C <br />DATM 12/7/21 <br />aCAL.E: 1/4"=1'-0" <br />sum= <br />A1A <br />