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Cl� <br />TOP <br />PLATE 9 <br />M <br />BAR DETAIL <br />A BCALE= In'•1.-0. <br />(2) LAYERS OF 34' PLYWOOD <br />OR (2) "YOM OF 1/4' DUD <br />FLOOR MATERIAL REM FOR <br />SOUR NAILING <br />AH U ' TREAo& TO 6TRI * VA <br />WT EA 3' 711 111 I6 • II <br />STRINGER UNTMEADED SFiMIiC <br />TO EXTEND DEYOND TFIIOGNE68 <br />OF Dllp-FLOOR DHEATNNG <br />/ C <br />/ 1 <br />42' A W <br />o UALLc r <br />4 3/4' KIC <br />PLA1 <br />MAX. <br />L NO&WG to, <br />m d MRNL <br />6 / <br />/' <br />J <br />/ <br />;;oll <br />—2X4 ATTACHED UPI" <br />MA&ONRY NAIL$ • 2X4 IwT. <br />SLEEPER INTO &LAD WITHIN &' <br />OF EACH END. 32' OC. MAX <br />3-2x0 SYP STRNdM <br />REINFORCED WI2X4 6" <br />UVCONT. 06AD OF <br />Sib -BOOR ADHESIVE <br />ImL-460 OR GIM LAZE A <br />EA HORIZONTAL- RUN <br />2 x 4 li-IttCRC111G <br />• EA. 2 X 0 WRINGER <br />SECURE awdl 6'-V OC. <br />HALT III <br />WI CAP <br />5'-0' <br />SAI' T16 SUD FLOOR <br />LA U N . <br />GLUED 4 BCISESED <br />PER FAGIN ER <br />ecHeDule <br />9'-4 3/4' 2P <br />B'-0' 33RG. <br />orp <br />PRE-ENGT) FLOOItlNG <br />&Y6TEM (SEE FLOOR <br />FRAMING SHEET) <br />NIA <br />6IAIR6 Itl!l166 to carow'I To FDCR <br />TIN EDITION (2020) <br />MN TREAD•IO' MAX. RISER.T SM' <br />41R: DATA. <br />MAX. VARIATION IN <br />15R T52' <br />RISERVI' RADA ADJACENT TO EACH <br />14 TREADS • <br />OTIM VAN <br />OTHER 3M• MAX VARIATION M ANY <br />V NOSMG <br />RMER/IREAD HANDRAIL CIRCULAR <br />CROSS SECTION DIAL TO DE I VA' .-VA' <br />OR PROVDE EOWVALENT <br />6RASPADILITY 1000101116- MN V WIDE • <br />NARROW END MN II' WIDTH • O' FROM <br />MARROW END 34' MN. HANDRAIL HGT. <br />STAIR SECTION <br />B BCALE= <br />'ENCLOSED ACCESSEI-E SPACE UNDER <br />STAIRS SWALL HAVE IW . 1 6, UNDER <br />STAIR SURFACE AND ANY SOFFIT& <br />PROTECTED ON THE ENCLOSED SIDE <br />WITH IQ' GYPSUI I D0ARD6. FDCR 302.1 <br />14ANDRAIL III3V <br />W/ 2X4 RE -NEON <br />THE CLEAR SPACE $ETWEEN <br />THE HANDRAIL AND THE WALL <br />SHALL BE NO LESS THAN 1 1/2' <br />AS PER FBCR R311.1AZ <br />NOTE: <br />HANDRAIL ENDS SHALL BE <br />RETURNED TO THE WALL OR <br />TERMINATE INTO A NEWEL <br />POST. <br />NOTE: <br />1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />DIAMETER OF li'a 2' OR A NONCIRCULAR CROSS SECTION WITH A <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN (p 114' AND <br />A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES <br />SHALL HAVE A MINIMUM RADIUS OF 1/13'. <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 1601A.1 / FA.C. 2020 <br />K-,--�HANDRAIL SECTION <br />HDR. DTL. <br />D SGALE= In • I'-m' <br />NOTE, HEADER FINISH TO EWE PER <br />00MMWITY STANDARDS <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH:407-774-6078 <br />FAX:407.774.4078 <br />www.abdealgngmup.mm <br />AA 0: 0003325 _ J <br />s� <br />E <br />0 <br />a'<JZlD3V. I W <br />ABBOTT PARK <br />LOT #2 <br />BLK #14 <br />PHASE 4C <br />PROJWT# <br />041 1.04C-02 4 <br />MOIDIMU <br />4EHB <br />"2605— HAYDEN" <br />GAXAGZ 81FIKM <br />RIGHT <br />PALM <br />FLOOR PLAN <br />SECTIONS / <br />DETAILS <br />%160 MPH EXP. C <br />r10/20/21l. 1/4"=1'-0"T <br />1A <br />