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C <br />DBL. <br />TOP <br />PLATE 0 <br />M <br />ABAR DETAIL <br />SCALE: iR•.I,_mV!•.I,_m. <br />ARCH DTL. <br />B SCALE, 1/2'•1'-0' <br />42' H. HALF WALL <br />YV CAP <br />3/4• TOO SM FLOOR <br />GLUID . &CREWED <br />PER FASTENER <br />SCHEDULE <br />V-4 3/4' 2ND FIN. FLR <br />8'-0' Blues. HGT <br />FLOORING SYSTEM <br />(SEE FLOOR <br />FRAMING SHEET) <br />NOTE6IIS Mum TO COMOR'1 TO mm 61N <br />EDI110N /ton) <br />MN TREAD.10' MAX. RISER•T 3/4. 3A6' STAIR DATA. <br />MAX vaRlanaa N RW6ER&RREADS I6R lmg• <br />ADJACENT TO EACH OTFEIR 3/S' MAX. IS TREADS 6 <br />VARIATION IN ANY RUERRREAD HANDRAIL M'. I•. NOSING <br />CIRCULAR CR066 SECTION DIA. TO M 1 V4' <br />«1/4' CR PROVIDE MrVALENT <br />GPAWABILITY 0R10E11116- MIN W WIDE • <br />NARROW END MN II' WIDTH • 0' FROM <br />NARROW END 34' MN HANDRAL HST. <br />'ENCLOSED ACCESSIBLE SPACE UNDER <br />STAIRS SHALL HAVE WALLS, UNDER STAIR <br />SURFACE AND ANY 60FFIT6 PROTECTED ON <br />THE ENCLOSED SIDE WITH 1/2' GYPSUM <br />BOARDS. PBCR 302.1. <br />(2) LAYERS OF 3/4' PLYWOOD &LOUR TREADS TO 6TRINSER <br />OR (2) LAYERS OF 3/4' SUBV Wq'3)M 3' &CPWX& a EA <br />FLOOR MATERIAL RIPS FOIR 6TRRN111ER, WTWFINADED 6HAW AH U <br />SOLID NAILING TO EXTEND CEYONO THIGIC ES6 <br />OF U04LOOR GMAT14M <br />\ PLATE I'MAX. <br />Irw <br />\ MN <br />STOR.5-2x\\ <br />s <br />\ <br />v Syp 6 <br />RE SPP \ <br />WACONT. MEAD OF \ L <br />&04LOOR ADHESIVE �R <br />PL-400 OR 61MILARM . \ <br />EA HORIZONTAL RUd \ i <br />2 X 4 RE-IMORCING • <br />EA 2 X 12 6TRI SER \ <br />SECURE "d 6'-V <br />O:D. <br />\ <br />CSTAIR SECTION <br />SCALE:I/1'.I'_m• <br />MA60NRY NAILS • 2X4 P.T. <br />SLEEPER INTO GLAD WITHIN 6' <br />OF EACH END. 32' OC. 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 R311.1B2 <br />V 2X4 RE-W-ORCING <br />42' NL 1/2 NOTE, <br />WALL WV 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 Ii't 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 />g SHALL HAVE A MINIMUM RADIUS OF 1/8'. <br />2. CsN THIS RAILING SYSTEM IS DESIED 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 16018.1 / P.B.C. 2011 <br />@)HANDRAIL <br />SECTION <br />SCALE, 3/4'.I'-C' <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD,FL32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdeslgngroup.com <br />AA S: 0003325 _ J <br />M <br />Pa' <br />o <br />5 <br />O <br />EV23DIV. AR LOT: <br />ABBOTT PARK <br />LOT ##27 <br />BLK ##8 <br />PROJMCT# <br />04181.000-27083 <br />MODUJU <br />4EHB <br />"2605-HAYDEN" <br />GARAGE EWMG: <br />LEFT <br />PAGE: <br />FLOOR PLAN <br />SECTIONS / <br />DETAILS <br />160 MPH EXP. C <br />EC <br />DAl'E.• 11rltnm /28/19 <br />SCALE: 1/4"=1'-0" <br />8FIEET <br />A1A <br />