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SECURE TREAD* TO STIRNUM <br />(2) LAYERS, OF 3/4' F'LYYR?DD <br />Wt3P* 3' *OIERA • EA <br />ORR (2) LAYERS, OF 3/4' am <br />� c �F WALL <br />*TRNOER INTT1141, sRa4Nec <br />FLOOR MATERIAL RIP* FOR <br />AHU <br />TO EXTEND BEYOND MINOR" <br />*OLIO NAILING <br />W4' Ttl StS 8.001E <br />Q eIJD-FLOM ONEATNNO <br />PER FAST <br />SOWED" <br />W-4 3/4' 2ND FIN. FLR: <br />1 1/2• <br />THE CLEAR SPACE BETWEEN <br />THE HANDRAIL AND THE WALL <br />SHALL BE NO LESS THAN 1 1/2' <br />MIN. <br />HMDRAIL a 36.—A <br />AS PER FBCR R311.18.2 <br />/ <br />0'-0' 5RXA. HGT. <br />LLV 2X4 RE IFFORGws <br />PRE-o+Ov <br />FLOOMM *Y*Tm <br />NOTE: <br />y <br />3r4' Klac <br />/ <br />HANDRAIL ENDS SHALL BE <br />u42RALI R <br />CAP <br />~'°'� / <br />yy ) <br />NOTE, <br />RETURNED TO THE WALL OR <br />No� <br />STAR* RISER* TO CO 0OW TO POOR STH <br />TERMINATE INTO A NEWEL <br />STAIR Q4A, <br />I TF . 185' <br />14 TREADS . <br />EDITION (26M) <br />MIN. TREAD.RO' MAX RISER•1 JIM' Aft' <br />DIII <br />MAX CENTVARIATION N I OTHER W M <br />ADJACENT TO OTTaR MAX <br />POST. <br />S T O R . <br />10'. I' N06WA <br />EA• <br />ANY 11 <br />N ANY <br />SECTION DIA TOMANDIAL <br />CIRCUVARIALAR TO BE I V4' <br />p <br />Q <br />Y <br />/ <br />/ <br />REPPOR m�M4 M7 <br />«V SIDE �VALE1A <br />O RASPABLRY W NOoa- MRN r• Rot . <br />NOTE: <br />/ <br />W ONT. READ OF <br />N <br />NARROW CD M. R' WIDTH • Q' FROM <br />NARROW END MK K0DIL RANOT. <br />1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />�4oOR SMARR• <br />DIAMETER OF Ii•t 2' OR A NONCIRCULAR CROSS SECTION WITH A <br />EA HORIZONTAL wa+ <br />.04CLOOM ACC!**IDLE SPACE RN>EA <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN & 1/4. AND <br />C I'-4' <br />_ * <br />r <br />2 X a PM WOormR <br />STAIRS, S".L NAVE W4LL*, INDER *TAR <br />SURFAC* AND ANY *arRT* PROTIECTED ON <br />A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES <br />SHALL HAVE A MINIMUM RADIUS OF 1/8'. <br />/ <br />eR <br />THE EN wrH v2 arP*u+ <br />SECURE Ruda S•-V <br />or_eoARm*'rDCR3m.1. <br />. MOC 302GID <br />2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF <br />TOP <br />/ <br />FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY <br />PLATE <br />j <br />m'-O' FIN. FLR <br />DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE <br />M <br />2X4 AtT RV IRod <br />1'IA*ONlRY NAIL*02X4 P.T. <br />SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />SLEEPER INTO SLAB WITHIN S' <br />STRESSES- PER SECTION 1601.8.1 / F$.C. 2011 <br />OF EACH S O, V' OC. MAX <br />BAR DETAIL <br />A SCALE: V2'.I'-V' <br />STAIR SECTION <br />B SCALE: 1/2'-F-m' <br />HANDRAIL SECTION <br />C SCALE: 3/4'.I'-®• <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH:407-774,6078 <br />FAX 407-7744078 <br />wwwAbdonigngroup.com <br />AA 0: 0003325 J <br />O <br />Q <br />RsUBD:v k L07 <br />ABBOTT PARK <br />LOT 11 <br />BLK 7 <br />PROJECT/ <br />04181.000 11072 <br />MODMIA <br />4EHB <br />"2605- HAYDEN" <br />GARAGM SVWC;: <br />RIGHT <br />PAGZ: <br />FLOOR PLAN <br />SECTIONS / <br />DETAILS <br />60 MPH EXP. <br />D TM 04/0e/213 <br />sCAXX: 1/4"=1'-0" <br />D*Ec= <br />A1A <br />