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a <br />DDL. <br />TOP <br />PLATE 9 <br />m <br />BAR DETAIL <br />A SCA <br />L <br />E <br />IT.I' <br />0 <br />i- <br />DIM. VARIES <br />ARCH DTL. <br />B SCALE. I/2'•I'-0' <br />42' H. HALF W4L <br />W/ CAP <br />3/4' TA3 SUB, FLOOR <br />CAJAD 4 SGIEUlD <br />PER FASTENER <br />SCHEDULE <br />V-4 3/4. 2ND FIN. FLR <br />8'-0' E1RG. NOT <br />(SEE FLOOR <br />FRMTNG SHEET) <br />STAIRS RISERS TO CONFOW TO FISM STH <br />EDITION (20n) <br />MIN TREAD.10' MAX. MSER.1 3/4. OAS' STAIR DATA: <br />MAX. VARIATION IN RISERSRREADS 16R • 1�5' <br />ADJA03NT TO EACH OTHER 3ro' MAX 15 TREADS • <br />VARIATION IN ANY RISERRREAD HANDRAIL 10'4 P NOSING <br />CIRCULAR CROSS SECTION DIA TO SE 1 V4' <br />.-V4' OR PROVIDE EOLIVALIW <br />ORAWMrr r MOORS- MIN. 6' MOE • <br />NARROAW END MR IN' WDTH • O' PROM <br />NARROW END 34' MIN. HANDRAIL WST. <br />ENCLOSED ACCESSIBLE SPACE UNDER <br />STAIRS SHALL NAVE WALLS. UNDER STAIR <br />SURFACE AND ANY SOFFITS PROTECTED ON <br />THE ENCLOSED SIDE WITH V2' GYF4W <br />BOARDS, FBCR 302.1. <br />(2) LAYERS OF 3/4' PLYWOOD <br />OR (2) LAYERS OF 3/4' SUIS <br />FLOOR MATERIAL RIPS FOR <br />SOLID NAILING / <br />\ 3/4' KICK <br />\ PLATE <br />\ MIN <br />STAR. \\ <br />SEOM TREADS TO STRINGER <br />WK3P8 V 60MIS • EA <br />STRINGER UNTFMADED G AN` <br />TO EMEND BEYOND THICIGJESS <br />OF SUB-PLOOR "ATHING <br />AH U <br />THE CLEAR SPACE BETWEEN <br />1 1/2' <br />MIN. <br />HANDRAIL • 36' <br />THE HANDRAIL AND THE WALL <br />SHALL BE NO LESS THAN 1 1/2' <br />AS PER FBCR R311.1B2 <br />\ <br />W/ 2X4 RE-INFORCING <br />42' FL 14 <br />� <br />NOTE: <br />RETURNEDRNEDID OTHE WALLBE <br />TERMINATE INTO A NEWEL <br />POST. <br />3.2x0 SIT STRINGER <br />RESFORCESPP \ <br />WGQR. BEAA OF <br />D \ <br />eue-FLOOI! ADH44 ESIVE <br />PL-400 OR SMILARE . \ <br />EA HORIZONTAL Rid \ <br />2 X 4 RE-NMORCING <br />EA 2 X D STRINGER <br />SECURE UMCI W-W <br />O:C. <br />STAIR SECTION <br />C SCALE.1/2'.I'-V' <br />MASONRY NAILS • 2X4 P.T. <br />SLEEPER INTO SLAB UTHIN V <br />OF EACH END 32. O.C. MAX. <br />NOTE: <br />1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />_�• <br />DIAMETER OF Ii't 2' OR A NONCIRCULAR CROSS SECTION WITH A <br />b o <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND <br />g <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 1601.8.1 / F.B.C. 201'1 <br />HANDRAIL SECTION <br />D BCALE:3/4'.I' <br />i44i N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdosigngroup•com <br />AA 0: 0003325_ <br />Y <br />a <br />d <br />BXMDM & L074 <br />ABBOTT PARK <br />LOT #6 <br />BLK #8 <br />IpmommT# <br />04 81.000-06083 <br />MODEL.: <br />4EHB <br />"2605- HAYDEN" <br />GARAGE BTfMG: <br />LEFT <br />PAGE: <br />FLOOR PLAN <br />SECTIONS / <br />DETAILS <br />%160 MPH EXP. C <br />n = 11/25/19 <br />BCAL.E: 1/4"=1'-0" <br />SHEET <br />AIA <br />