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42' W04 <br />HALF WALL <br />M)/ CAP <br />(2) LAYERS OF 3/4' PLYWOOD <br />ERS OR (2) LAYOF 1/4' SUS <br />FLOOR MATMAL RIM FOR <br />9'-®• <br />GMID NAILING <br />AHU <br />Ssaaa TREADS TO STRINSM <br />5/4' TS6 an FLOOR LAU N . <br />W00NS 3' GONEWS • EA <br />CALM® S SCIINSIlD <br />STRINGER UNTHREADED SHAW <br />PER PASTEN R <br />TO EXTEND OEYO'G THICKNESS <br />604=PULN <br />Q Sla-FLOOR 84BATHWJG <br />9'-4 3/4' 2T <br />/ C <br />/ I <br />PRE-wnv FLOORMI6 <br />/ <br />42' k VJ <br />WALL / <br />SYSTEM (ate FLOOR <br />FRAMING ET) <br />Q <br />C P <br />/ <br />STAIR S RISERS TO C4N:001 TO RKM <br />t <br />3/4' KICK <br />TTH EDITION (2020) <br />MM. TREAD.10' MAX. RISER-1 3/4' <br />£ <br />PLATE / <br />I'MAX, <br />NOSING / <br />STAIR DATA, <br />3/y MAX VARIATION IN <br />m <br />1. <br />h MARL / <br />14RTRE,AC8 • <br />V <br />RI�RR&MVIRADB AAW MAX DJACENT TOATION � <br />RIaERRREAD HANDRAIL CIR=AR <br />V <br />3 <br />/ S T O R <br />10'. Nmm <br />OROSSVIDESECTION Iv%TO DE I V4' .-V4• <br />OR PROVIDE EG <br />/ . <br />PV M- <br />W WIDE . <br />GRARM UDT MRL <br />/ <br />. U' 11=1 <br />NARROW � MM. W' WDTH . Q' FROM <br />04D ' <br />/ <br />NAR IDU END 34' MHANDRAIL MST. <br />3-2xo err STRNGERMIN. <br />/ RBINFORCBD W4X4 SPF <br />.�X <br />8 =-FT. M ADHeOF aIVE <br />4 <br />4INC-LOBED ACCESSIBLE SPACE UNDER <br />STAIRS SHALL HAVE WALLS, UNDER <br />AND ANY <br />SURFACE FR <br />KA 5 AL PLIN <br />/ <br />STAIR SOTS_ <br />ON THE ' <br />• <br />/ 7 X ! RE-WtORCNG <br />wCTED <br />GYFSUM BOARDS. MWRD 302.1. <br />TOP <br />/ 4 EA. 2 X 0 6TRINGER <br />PLATE 0 <br />SECURE wool 61-6. OC. <br />-M <br />2X4 ATTACHED WV IOd <br />MASONRY NAILS . 2X4 P.T. <br />SLEEPER INTO SLAB WM41N S' <br />OF BACH END, 32' Or- MAX. <br />BAR DETAIL <br />A SCALE= ia'•1'-0. <br />STAIR SECTION <br />B SCALE: 1/2'.1'-V' <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 6 36' AS PER FBCR R311.18.2 <br />V 2X4 RE-INFORCM <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 Ij's 2' OR A NONCIRCULAR CROSS SECTION WITH A <br />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 />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$.1 / F.B.G. 2020 <br />HANDRAIL SECTION <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH: 407-774,6078 <br />FAX: 407-774-4078 <br />www.abdeslgngroup.com <br />AA N: 0003325 A <br />I <br />I <br />J <br />BtmDIV. de ]Lo <br />ABBOTT PARK <br />LOT #37 <br />BLK #12 <br />PRO.T�CT <br />04161.006-37121 <br />MoDBu <br />4EHB <br />"2605-HAYDEN" <br />GAKAGN 8wnM; <br />RIGHT <br />PAaIC: <br />FLOOR PLAN <br />SECTIONS / <br />DETAILS <br />60 VH EXP. <br />fill" M <br />DAATn- 02/05/21 <br />BCAt.B: 1/4"=1'-0" <br />BHMET <br />A1A <br />