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DBL. <br />TOP <br />PLATE 0 <br />m <br />BAR DETAIL <br />A SCALE:I/2'+I'-0' <br />42' W1044 <br />HALF UWI I <br />W/ CAP <br />5'-0' <br />LAUN . 3/4• TKn S <br />ILIW I <br />FER <br />(2) LAYERS OF 3/4' PLYWOOD <br />OR (2) LAYERS OF 3/4' SUB <br />FLOOR MATERIAL RIPS FOR <br />SOLID HAILING <br />SEA TREAM t0 STRINGER A H U <br />WS UNSM 3' SCREWS- EA <br />STRlJGER UNTI IR ED SHAWL <br />TO EXTEND BEYOND THKIQNESS <br />O: SUB -FLOOR SHEATHING <br />—FRE19"P FLOORNG <br />\ <br />NOTE, <br />SYSTEM (SEE FLOOR <br />FRAMNG SHEET) <br />\ <br />STAIRS RISERS RM TO CONFOt0 FBCR <br />lTI4EDITION (2020) <br />\ 3/4' KICK <br />MIN. TREAD•10' MAX RISER 3/4' <br />STAIR DATA: <br />\ PLATE <br />3/16MAX VARIATION IN <br />RISERS/TREADS ADJACENT To EACH <br />IZR • 152' <br />I'MAX. <br />\ 10, NOSING <br />OTHER 3/S• MAX. VARIATION IN ANY <br />I4 TOADS • <br />\ MIN. <br />RISER/IREAD HANDRAIL CIRCULARNOSING <br />SECTION <br />CROSS SECTION DIA TO BE I 1,14' • 1/4' <br />10'. V NOSIN— <br />\ <br />OR PROVIDE EQUIVALENT <br />S T O R . <br />\ <br />GRASPABILITY WINDERS- MN. V WIDE • <br />\ <br />NARROW END MK I1' WIDTH . 12' FROT 1 <br />NARROW END 34' MK HANDRAIL W.T. <br />NOTE. <br />-ENCLOSED ACCESSIBLE SPACE UNDER <br />STAIRS SHALL HAVE WALLS, UNDER <br />STAIR SURFACE AND ANY GOFFTS <br />PROTECTED ON THE ENCLOSED SIDE <br />OATH VY GYPSIJ•T BOARS. POM 3MA <br />3-2x12 SYP STRINGER <br />REM•ORLED W/JX4 a" \ <br />UVCONT. BEAD OF \ <br />1111.104q,OOIR ADHESIVE <br />PL-400 OR 6MILARE - <br />EA HORIZONTAL R IN \ <br />2 X 4 RE -(FORGING \ <br />. EA 2 X R STRINGER <br />SECURE UN241 6•-& or_ \ <br />STAIR SECTION <br />B SCALE: 1/2'•P-0' <br />2X4 ATTACHED W/10d <br />MA90NRT NALS • 2X4 P.T. <br />SLEEPER INTO SLAB WIT4114 S' <br />O' EAC14 END, 32' OG. MAX. <br />THE CLEAR SPACE BETWEEN <br />1 1/2' THE HANDRAIL AND THE WALL <br />MIN. SHALL BE NO LESS THAN I I/2' <br />HANDRAIL 0 36' AS PER FBCR R311.182 <br />LLV 2X4 RE-UEORCING <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 11'1 2' OR A NONCIRCULAR CROSS SECTION WITH A <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN to 114' AND <br />A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES <br />o ggg? o <br />SHALL HAVE A MINIMUM RADIUS OF I/V. <br />2. THIS RAILING SYSTEM 15 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 I601B.1 / FB.C. 2020 <br />HANDRAIL SECTION <br />C 5cALE:3/4'"I' <br />024—. -0. <br />I'-0' <br />NOTE: HEADER FINISH TO 5E PER <br />COhMINITY STANDARDS <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />n <br />y <br />a <br />a <br />o <br />F <br />rq <br />a <br />_ <br />_ <br />4 <br />I <br />k 4n <br />W <br />f <br />0 <br />i <br />8UBDrV. & LOT <br />ABBOTT PARK <br />LOT #15 <br />BILK #12 <br />PHASE #4C <br />PROJECT# <br />04181.04C-15121 <br />1[ODEL: <br />4EHB <br />"2605-HAYDEN" <br />GARAGE 81FMO: <br />LEFT <br />PACE: <br />FLOOR PLAN <br />SECTIONS / <br />DETAILS <br />160 MPH EXP. C <br />iI <br />DATE 02/07/22 <br />SCALE: 1/4"=1'-0" <br />BiIEET <br />A1A <br />