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DBL. <br />TOP <br />PLATE e <br />M <br />&BAR DETAIL <br />A SCALE: 1/2'-1'-0' <br />SEE STR)CTURAL PLANS FOR <br />FLOOR FRAMMG <br />(2) LAYERS OF 3/4' PLYLOOD J <br />OR (2) LAYERS OF V4' " <br />FLOOR MATERIAL RIPS FOR <br />GOLD NAILM <br />mum <br />STAIR ROStl TO CMOW TO POOR <br />11H ED. rime) MIN 1RRSAO� MAX <br />RMR•1 V4' VIP' MAX VARIATION M <br />RIER/IICAD AOJAQWr 1O EAON <br />OnWER3/e' MAK VARIATION N ANY L <br />RIERREAD R40MAL CIRQILAR <br />CPU" e8TI0M VIA To BE 1 ww ww o <br />GR GRAVDEI UNDES(T <br />GRAePADILITY IIINDERS.MN V WOE . 's <br />NARROW I ND 3.4' MN iWDRAL W. <br />114' T43 SUD FLOOR <br />GLUM ( NALEDC14EDU PER <br />GLUM SCHEDULE <br />SEcum 3.0 GTRICER TO <br />S0.10 NAILSG 0 0d <br />/ NAILS BE TO AILED <br />FR <br />OM <br />M�AOMVE <br />AA <br />'MAX <br />NOSING <br />eeaRS TRSADe ro <br />� I <br />eTRMGSR&(V'O3' <br />ea W-A • aA a -FLOOR <br />EGAD GUD-R.00R <br />X <br />"a / <br />ADHEM 4M OR <br />N <br />SSIMILARIA. <br />HORIZONTAL FIN <br />(wTHREADED SHAW TO <br />(1) 2.0 SYP <br />EXWC OEYOND <br />STRMGER <br />/ <br />T14CIOSOe OF TRIAD) <br />IEN'oRCED <br />WITH 2.4 GPF <br />GOMM 2X4 P.T. TO <br />2.4 RSSfO1C310 . I.A.. <br />GLAD W/ (3) IDd CUT <br />2.0 SiRR1GER Wm <br />MAGOhW NAILS <br />SE Dd NAILS e'-V OG. <br />THE CLEAR SPACE BETWEEN <br />1 1/2" THE HANDRAIL AND THE WALL <br />MIN tV SHALL BE NO LESS THAN 1 1/2' <br />HANDRAIL E 36' AS PER FBCR R311.�.52 <br />W/ 2X4 RE-INFORCING <br />NOTE: <br />HANDRAIL ENDS SHALL BE <br />RETUNED 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 li'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 CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES <br />SHALL HAVE A MINIMUM RADIUS OF 1/9'. <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 160'1.8.1 / F.B.G. 2020 <br />HANDRAIL SECTION <br />C SCALE:3/4'.1' <br />.- (2) LAYERS OF 1/4' <br />R!" FOR <br />NAILMG <br />2.9 SYP <br />ermR DATA. <br />O ROEIRe . 1D2' <br />µ TREADS . IO' <br />2.4104M UA-L <br />W(STUDS . Ie' OC. MAX <br />STAIR SECTION <br />B SCALE, I/2'.1'-0' <br />A&--- <br />DETAIL <br />D1'-0' <br />3W <br />743 SLEW FLOOR <br />GLUED 4 NAILED PER <br />NAILER{ SOHmULI <br />*ECM 2XS LED00% <br />TO OM IIY Vr'X4' <br />TAPCONS . Ie' = <br />MAX OTAOOS.ED <br />SECURE 2Xe JOIar To <br />LGDGER w arip4m <br />MUG-26 <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774�4078 <br />www.abdesigngroup.com <br />AA B: 0003325 <br />IWs <br />g <br />41) <br />x <br />Qp <br />y❑QI <br />�t�Gj11 <br />y❑Q1 <br />G <br />rA'81fi �AV <br />T #11 <br />K #14 <br />SE 4C <br />CT# <br />04181.04C-11141 <br />MODEIa <br />E401 <br />"2828-ENSLEY" <br />GARAGE 7 VrMG2 <br />LEFT <br />PAGE: <br />FLOOR PLAN <br />SECTIONS / <br />DETAILS <br />160 MPH EXP. C <br />PRINT DATE: 02 07 22 <br />SCALE: 1/4"=f-0" <br />SHEET <br />A1A <br />