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4. <br />C <br />DdL. <br />TOP <br />PLATE 9 <br />m <br />DETAIL <br />A)BAR <br />6C,ALE.1/2'.r <br />ARCH DTL. <br />B SCALE, V2'.I'-0' <br />-- 0' H HALF WALL <br />SECURE I EADO TO SIRNOER <br />(2) LAYERS, OF 3/4' PLYWOOD <br />R <br />" CAP <br />AHU <br />tllKSM 3' SCREI16 4 <br />OR (2) LAYERS OF 3/4- On <br />3/4, T40 0133 MOOR <br />"W"UR INT.M"XD at, <br />FLOOR MATERL4L Ma <br />�� 8G1� <br />TO EXTEND BEYOND T► K301EOS, <br />SOLID NALLNG <br />PER FASTENER <br />OF 81b-FLOOR OFBATFI9J3 <br />8CN8DILE <br />10-0 3/4' 2ND FIN. PLR <br />THE CLEAR SPACE BETWEEN <br />/ D <br />1 1/2' THE HANDRAIL AND THE WALL <br />MIN SHALL BE NO LESS THAN 1 1/2' <br />— <br />HANDRAIL 6 36' AS PER FBGR R311.1.02 <br />/ <br />/ <br />pRE <br />FLR TIM�BBE�B <br />UU 2X4 RE-W-MING <br />/ <br />uuiaLHL to <br />ry/q. <br />S Rama To cowcom To Pam s»r <br />HANDRAIL ENDS SHALL BE <br />CAP <br />^ <br />PLATE / <br />sTaNz Dora Mat TTRAD-10' MAX RISERO WW 3AW <br />RETURNED TO THE WALL OR <br />MAX VARIAT14N N WGIR& READO <br />ADJACENT EAck MAX <br />TERMINATE INTO A NEWEL <br />10 NOOSSMG VARIATTVA N MY RIOE� "Cft#I - <br />POST. <br />CIRCULAR 000" SECTION OIA. TO BE 1 3/4' <br />S T O R <br />1/4' OR POE EQUVALENNT <br />GRONRASPABLLITY WODRRO- MIN. 6' WIDE . <br />p <br />. <br />/ <br />NARROW END MN II' www • 0' FROM <br />HST. <br />/ <br />3-2M1Q OYP <br />NARROW 00 34' MIN HANDRAIL <br />NOTE: <br />/ <br />woo WX4am <br />RENFOR <br />�, <br />NAVE <br />� • <br />/ <br />o <br />ON . DEAD OP <br />IwcarT.STeA" <br />Sue -FLOSS AONeslve <br />PL-4O0 OR OPILARE • <br />'ENCLogEc accEesEnE SPACE UNDER <br />STAIRH4 S, SLL NAVE WALLS, UNDM STAIR <br />1. HANDRAILS SHALL EITHER A CIRCULAR GROSS SECTION WITH A <br />DIAMETER OF I4'* 2' OR A NONCIRCULAR CROSS SECTION WITH A <br />_ o <br />/ <br />EA NORUYGITAL RUN <br />SURFACE AND ANY SOFFITS PROTECTED ON <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND <br />/ <br />THE ENCLOSED GIVE WITH V2' d,YPSUm <br />BOAIRDSmtFDCR aT <br />A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES <br />Ea 4 � <br />SHALL HAVE A MINIMUM RADIUS OF I/8'. <br />otORCINS <br />/ <br />OCCURS W/12d 6'-W O.G. <br />2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF <br />/ <br />FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY <br />-0' PIN' FLR <br />DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE <br />2x4 A� Tod <br />MASONRT NALS, • 2X4 P.T. <br />SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />SUMPER INTO SLAB WITWN 8' <br />STRESSES- PER SECTION 1601A.1 / F.B.C. 2011 <br />O EACH 00.32' O.O. MAX <br />STAIR SECTION <br />C SCALE, 1/2'.I' <br />HANDRAIL SECTION <br />D SCALE:3/4•.I'-®• - <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdostgngroup.com <br />AA 0: 0003325 <br />8 <br />e <br />SILVERADO <br />LOT #9 <br />BLK. #12 <br />P1RCJ�CT <br />041 1-0 121 <br />MODZM,t <br />4EHB <br />"2605- HAYDEN" <br />GARAos 8WDM: <br />RIGHT <br />PAOIM <br />FLOOR PLAN <br />SECTIONS <br />& DETAILS <br />150 MPH EXP. B <br />11/15/18 <br />BCAXJb 1/4"=1'-0" <br />Eti>ICOT <br />A1A <br />