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TOP <br />PLATE 0 <br />in <br />BAR DETAIL <br />3/4' TAG SUB FLOOR <br />GLUED 4SCRESED PER <br />FASTENER SCHEDULE — <br />9'-4 3/4' 2ND F1WL FLR to <br />8'-0' IBM3. NOT. <br />PIE-ENG'D FLOORING SYSTRI <br />(SEE FLOOR RR4MING SWEET) --� <br />FIRESTOPPNG SNALL BE <br />V2' GYP. <br />INSTALLED IN CONCEALED <br />BOARD — <br />SPACES BETWEEN STAIR <br />6TR?I6ERS AT LEAST ONCE IN THE <br />MIDDLE OF EACH WIN AT THE TOP <br />AND BOTTOM AND BETWEEN STUDS <br />ALONG AND IN LINE WITH <br />ADJACENT RUN OF STAIRS OF OWE <br />'ENCL <br />ACCESSIBLE <br />MIN PER FSCR 20n. STH EDITION <br />SPACE UNDER <br />MINA MATERIAL FOR <br />STAIRS SHALL <br />FIREBLOCKNG SHALL C.OWIOW <br />WAVE WALLS, <br />TO FBCR 20M. NTH EDITION MIMJU <br />UNDER STAIR <br />SURFACE AND <br />ANY SOFFIT8 <br />PROTECTED <br />ON TWE <br />ENCLOSED <br />SIDE WTH V2' <br />GYPSU9 <br />BOARDS. <br />STAIR DATA= <br />15R • 152' <br />14 TREADS • 10' • I' NOSING <br />(2) LAYERS OF 3/4' PLYWIOOD OR <br />(2) LAYERS OF 3/4' SUB FLOOR <br />MATERIAL RIPS FOR SOLID NAILING <br />\ <br />CONTINUOUS \ <br />HANDRAIL <br />- - -� <br />\ <br />-- <br />I <br />, <br />\ <br />3/4' KICK PLATE <br />\ 10• <br />\ MIN. <br />\ <br />\ V MAX. <br />\ NOSING <br />A <br />o <br />E <br />c <br />a <br />\ <br />= <br />m <br />S <br />DRAFT \ <br />eroPPNG \ <br />\ <br />S ) 2TRNNGERS <br />\ <br />2 x 4 RE-sNPOISCtNG • <br />EA 2 X O STRN42M <br />SERURE WVUd •'-S' O.G. <br />\ _ <br />0'-0' FIFL FLR �, PBCIt R3822.1 <br />��— <br />STAIRS RISERS TO CON FOW TO M R •W EDITION MOW <br />MN. TREAD. W MAX MSER-1 3/4. 3A6' MAX VARIATION N I16611MR1EAD8 <br />ADJACENT TO EACH OTHER "' MAX VARIATION N ANY RISER/11EAD <br />KA NDRAIL CIRCULAR CROSS SECTION DIA. TO DE I V4' • 1/4. OR PROVIDE <br />EQUIVALENT GRASPABILITY WNDERS- MN. •' WIDE • NARROW END MN. II' <br />UOTH • D' PROM NARROW END 34' MN. NNORAIL WGT. <br />STAIR SECTION <br />B SCALE, 1/3'.I'-O' <br />THE CLEAR SPACE BETUJEEN <br />IL_ 1 1/2' THE HANDRAIL AND THE WALL <br />MIN. SHALL BE NO LESS THAN 1 1/2' <br />\ HANDRAIL • 36GING' AS PER FBCR R311.1.82 <br />W/ 2X4 RE-IFFOR <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 />DIAMETER OF I#'t 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 1/8'. <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 16010.1 / F.B.G. 2011 <br />HANDRAIL SECTION <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD,FL32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.abdesigngroup.00m <br />AA •: 0003325 <br />g <br />S <br />J <br />tF�i <br />~J <br />y <br />C <br />� <br />�Za�J <br />IL <br />IPR <br />7 dTfrpPARK <br />LOT #8 <br />BLK 10 <br />OJECT/F <br />04181.000-08103 <br />MODEIA <br />3EFB <br />"2447- ROBIE" <br />CwP.AGZ BWDM: <br />RIGHT <br />PACE: <br />FLOOR PLAN <br />DETAILS <br />80 MPH EXP. <br />ROLAW A. ABOUC AM <br />L AR NO 93723 2 <br />1 9CALMI/4' = f-0" 1 <br />RAN VIN <br />