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Cl� <br />r <br />DBL. <br />TOP <br />PLATE 9 <br />m <br />BAR DETAIL <br />A <br />w <br />ARCH DTL. <br />(,)ARCH <br />IV-0 3/4' 21410 FIN. FLR <br />8'-8' EIRG. HST. <br />42' K HALF WALL— <br />W/ CAP (2) LAYERS CF 3/4' PLYWOOD SECURE TREADS TO STRNISER <br />N4 BOOR —� � OR <br />(2) <br />RIIALL Ror IPS FOR/ W& OER IN Sopow -DED SI W:K A H U <br />GLUED SCREWED <br />PER FASTENER SOLID NAILING TO EXTEND DEYOND TNICICNESS <br />PIPE -RING D <br />(SEE LOOR <br />F SYSTEM \ \ <br />PIRATING SHEET) \ <br />\ 4' KICK <br />PLATE I'MAX <br />\ <br />� ' <br />STAIRS NNW TO COPFOMI TO FOCR 6TI4 <br />\ 10' <br />EDITION (2011) <br />MN. TIlAD.IO' 3/4' BTAIR DATA: <br />MW�L <br />MAX MOM.1 3A6' <br />\ <br />MAX. VARIATION N RISCRMRlADE 16R 6 184' <br />ADJACENT TO EACH OTHER 3/6' MAX 15 TREADS . <br />N ANY NANDRAIL <br />S T O R \ <br />VARIATION RU EIVT D 10' • I' NOSING <br />CIRCULAR CROSS SECTION 04A TO BE I LOW <br />• <br />\ <br />QQ <br />Q <br />.-114' OR PROVIDE EOIWVALWT <br />3-2.0 6YP 6TRRgL°R \ <br />GRASPAM LITY RIDERS- MR 61 WIDE • <br />NARROW ETD MIN. 11' WDTFI w O• FROM <br />rtRFO1RCED S� <br />\ <br />NARROW END 34' MN. HANDRAIL NOT. <br />SAS-q,OOR A N40YE <br />\ u W <br />w <br />OWZONTOR TAL <br />NOIEL <br />ESA F Iw <br />\ <br />•ENCLOSED ACCESSIBLE SPACE UNDER <br />\ <br />STAIRS SHALL NAVE WALLS, UNDER STAIR <br />IOMINER <br />\ <br />SIMACE AND ANY SOWrTS PROTECTED ON <br />THE ENCLOSED SIDE WITH 1/2, GYPBUI'7 <br />2 EA 2R'X O <br />\ <br />ODA ". FOCR 302.1. <br />SECURE WN2d 6•-0' Or - <br />STAIR SECTION <br />C \11SCAL <br />MASONRY NAIL e • 2X4 P.T. <br />SLEEPER INTO SLAD WITNN 6• <br />OF EACH END, 32' O:G MAX <br />THE CLEAR SPACE BETWEEN <br />1 1/2' THE HANDRAIL AND THE WALL <br />MIN. SHALL BE NO LESS THAN 1 1/2' <br />HANDRAIL 6 36' AS PER FBCR R311.1,02 <br />W/ 2X4 RE-INFORCING <br />42' H. 14 NOTE: <br />WALL W/ HANDRAIL ENDS SHALL BE <br />CAP 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 I}'s 2' OR A NONCIRCULAR CROSS SECTION WITH A <br />$�o 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 />x SHALL HAVE A MINIMUM RADIUS OF 1/6'. <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.G. 2011 <br />D SCALE:3/4'. <br />HANDA=RAIL SECTION <br />I. <br />1441 N. RONALD REAGAN SL% <br />LONGWOOD, FL 327850 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA B: 0003328 <br />6 <br />atMDIV. as L'074 <br />SILVERADO <br />LOT 19 <br />BLK 18 <br />PROJECT* <br />04128.002 19181 <br />MODEIr; <br />4EHB <br />"2605- HAYDEN" <br />GARAGE DWING: <br />RIGHT <br />PAGE: <br />FLOOR PLAN <br />SECTIONS / <br />DETAILS <br />50 MPH EXP. <br />