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C Al <br />DSL. <br />TOP <br />PLATE <br />M <br />R DETAIL <br />DL- <br />E, I/2'.I'-0' <br />I <br />ARCH DTL. <br />B SGALE, 1/2'-1'-0' <br />42' K HALF WALL \\ <br />� CAP (2) LAYERB OF 3/4' PLYWOOD /j'SECU E TREADS TO STRINGER AH U <br />PER <br />PAOTOTOO ! ROOK SOLID MATERIAL RIPS FOR/ TO � ROOK aMEATNMb <br />CUED 4 aCREWED <br />PER OCHEOLLE ER SOLID NAILING TO Sus-m Sm SWE THK70lSS <br />10'•0 3/4' 2NO FIN. FLR <br />V-S' DR3. HGT. i ! r—[_ / \\ W \ \ <br />PRE•ENG'D � <br />FLOORaRSYSTEM(SEE FLOO <br />\ \ \ <br />FRAMING "ET) \ <br />\ 4' KICK <br />PLATE 1' MAX. <br />�AIIM <br />\ <br />W. <br />BTMGM TO CONFOW TO FSCR STH <br />\ <br />EORION (20n) <br />MIN. TREAD•10' MAx RISER.T 3/4• um'.STAIR DATA: <br />MAX VARIATION IN FOGERaRREADS <br />FTI� <br />\ MIK <br />ADJACWT TO EACH OTHER 3/S' MAX 19 B . <br />\ <br />S T O R <br />VARIATION IN ANY RISERRIIAD HANDRAIL 10'. I' NOSING <br />CIRCULAR CROSS SECTION DIA TO SE I <br />. <br />p <br />V4' OR PROVIDE EQUIVALENT <br />3-2x2 SYP STRSY#R \ <br />GRAWADILITY WINDERS- MN. S' WIDE • <br />END MIN. II' WDTFI • O' FROM <br />WNFNARROW LLOF OFT <br />\ 2 <br />NOT. <br />WACION . DEAMEDD <br />NMROW END 34' MN HANDRAIL <br />SUS-0.00R AONMYE <br />NOTE, <br />ER A HORIZONTAL UN <br />\ '� <br />-ENCL_ <br />\ <br />L4MBLE S,BASt IRS SHALL 1AVE WALLS,ACE STAIR <br />\ <br />SURFACE AND ANY SOFFITS PROTECTED ON <br />THE ENCLOSED SIDE WITH I/2' GYPIXf7 <br />i X 4 2RX I BTR IVIM <br />\ <br />EIOARDS. PSCR M.I. <br />SECURE WOCI <br />\ <br />STAIR SECTION <br />MAGCOW NAILS • 2X4 PT. <br />SLEEPER INTO SLAG UTNN S' <br />OF EACH END. "' OL. MAX <br />HANDRAIL • <br />V 2X4 RE IN <br />42' NI. 14 <br />WALL UV <br />CAP <br />THE CLEAR SPACE BETWEEN <br />THE HANDRAIL AND THE WALL <br />SHALL BE NO LESS THAN 1 1/2' <br />AS PER F5CR R311.1.82 <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 />_�• <br />DIAMETER OF I#'s 2' OR A NONCIRCULAR CROSS SECTION WITH A <br />o <br />g <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 <br />SHALL HAVE A MINIMUM RADIUS OF 1/8'. <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,S.1 / F.B.C. 2011 <br />NDRAIL SECTION <br />(01H <br />E,3/4'.I'-0' <br />1441 N. RONAL.D REAGAN BLVD <br />LONGWOOD, FL 327W <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdeslgngroup.com <br />AAA: 0003326 <br />`d <br />$ <br />5 <br />Mimi, <br />E UDDIV. As LOT <br />SILVERADO <br />LOT #6 <br />BLK #18 <br />PROJECT <br />04128.002-06181 <br />MODELa <br />4EHB <br />"2605-HAYDEN" <br />CARAGE 8WWQ: <br />RIGHT <br />PAGZ: <br />FLOOR PLAN <br />SECTIONS / <br />DETAILS <br />50 MPH EXP. <br />awT 12/03/19 <br />8CALE: 1/4"=1'-0" <br />aI3EET <br />A1A <br />