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C <br />DDL. <br />TOP <br />PLATE 0 <br />m <br />�LBARDETAIL <br />AI'-m' <br />42' NkW <br />11A I Qw <br />WV CAP <br />PwI1 <br />LAU N . I I 3/4' T/O 8 <br />n irn� <br />PER <br />�ARS <br />SFEET) <br />BTRISERS TO CONFORM TO FSCRFIRAMM <br />IN EDITION (2020) <br />MN TREADOW MAX. RIMR.T 3/4' <br />3/I6' MAX VARIATION IN <br />STAIR DATA: <br />RI AD6 ADJACEW TC C W <br />BR • i92' <br />OTSW MAX V/WATION N ANY <br />HER <br />14 TREADS • <br />RI!lIN:OMAD HANDRAIL CIRCULAR <br />Im'a 1' N081NG <br />CROSS SECTION DIA TO I M I V4' <br />OR PROVIDE SWIVALENT <br />GRABPAWLItY WJDHIS- MN W WIDE • <br />NARROW END MN II' wDTN - 12' FROM <br />NARROW END %4' MN NANDRAL NOT. <br />,E4CL.06M ACGESSIDLE SPACE WNpER <br />STAIRS SF►4LL NAVE WALLS, WINDER <br />STAIR SIBRFACE MID ANY SOFFTS <br />PROTECTED ON"ENCLO BIDE <br />WTN V2' GYPBWM BON®6. FDCR'IMA <br />(2) LAYERS OF D/4' PLYWOOD <br />OR l2) LAYER! GT 3/4' OM <br />FLOOR MATONAL RIPS FOR <br />SOLID NAILNO <br />e*CLM TREADS TO STRINUR AH U <br />W987M a' SCREWS - EA <br />STRNOER LNrAW-ADED 6HANK <br />TO EXT@O oETOND THIGOeS6 <br />OF SWD-FLOOR "A11IN0 <br />C � <br />\ \ <br />\ CAP <br />- 4' KICK <br />\ \ PLATE NOSING pp <br />\ MIN. <br />STOR. <br />\ <br />L <br />\ R <br />3-2x1v SYP 6TRRrGE1e <br />REINFORCED W/2X4 off <br />\ <br />WWCONT. BEAD OF <br />em-FLOOR ADNESWE <br />\ <br />PL-400 OR SIMILARC • <br />EA NONZONTAL RW <br />2 X 4 RE-lNF0= O <br />. EA 2 X 12 eTRNOER <br />\ <br />\ <br />SamiltE Ilmd 6'-6' O.C. <br />\ <br />2X4 ATTACI♦BD WW lodes <br />MAeONRY NAILS - 2X4 P.T. <br />BLEEPER NTO 6LAS UT" S' <br />OF EACH END. 32' OL. MAX <br />STAIR SECTION <br />B SCALE, <br />HANDRAIL • 36' <br />W/2X4 R8-UF09 <br />THE CLEAR SPACE BETWEEN <br />THE HANDRAIL AND THE WALL <br />SHALL BE NO LESS THAN 1 1/2' <br />AS PER FBCR R311.IA2 <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 14.1 2' OR A NONCIRCULAR CROSS SECTION WITH A <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND <br />�o <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 160'I.S.1 / F.S.G. 2020 <br />C HANDRAIL SECTION <br />HDR. DTL. <br />D sc E:1/2.I' <br />NOTE: HEADER FINISH TO DE PER <br />COMMUNITY STANDARDS <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA B: 0003325 <br />8Am <br />9VHDIV. ae LOT: <br />ABBOTT <br />PARK <br />LOT# <br />BLK 109 <br />PROJECT* <br />04181.000-10091 <br />MODEL: <br />4EHB <br />"2605-HAYDEN" <br />GARAGE DWngG: <br />LEFT <br />1PAGE: <br />FLOOR PLAN <br />SECTIONS / <br />DETAILS <br />160 H EXP. C <br />7 <br />DptmT <br />A 6/15/21 <br />SCALE: 1/4"=1'—O" <br />m*rm= <br />Al A <br />9VHDIV. ae LOT: <br />ABBOTT <br />PARK <br />LOT# <br />BLK 109 <br />PROJECT* <br />04181.000-10091 <br />MODEL: <br />4EHB <br />"2605-HAYDEN" <br />GARAGE DWngG: <br />LEFT <br />1PAGE: <br />FLOOR PLAN <br />SECTIONS / <br />DETAILS <br />160 H EXP. C <br />7 <br />DptmT <br />A 6/15/21 <br />SCALE: 1/4"=1'—O" <br />m*rm= <br />Al A <br />