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C <br />DBL. <br />TOP <br />PLATE 0 <br />in <br />)AR - DETAIL <br />ASCALE: I/2'•i'-0' <br />THE CLEAR SPACE BETWEEN <br />1 1/2" THE HANDRAIL AND THE WALL <br />MIN j SHALL BE NO LESS THAN 1 1/2' <br />HANDRAIL • 36' AS PER FBCR R311.1.8.2 <br />Ul/ 2X4 RE-INFJRC� 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 Ii't 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 16018.1 / F.B.G. 2020 <br />HANDRAIL DETAIL <br />C SCALE: 3/4 • I'-0' <br />t 3/4' 2ND FIN. FLR. <br />8'-0' BRG. NGT. <br />PRE-ENG'D (2) LAYERS OF 3/4' <br />FLOORIN6 SYSTEM PLYWOOD OR (2) LAYERS OF <br />(SEE FLOOR 3/4' SUB FLOOR MATERIAL <br />FRAMING SHEET) RIPS FOR SOLID NAILING <br />3/4' T60 SUB FLOOR <br />GLUED � SCREWED <br />PER FASTENER <br />SCHEDULE C <br />QC <br />STAIR —A— <br />IF, • 152' <br />14 TREADS • <br />10'+ P NOSNG <br />_ <br />FRAME OUT FOR PLATE <br />Q <br />TOP OF STAIRS \ <br />= 0 <br />\ <br />IN, <br />ST�AI�R, RISERS TO CONFORI TO <br />Fec RE9IDENrlAl �rH Eo. camam) <br />\ <br />� <br />F Q <br />MIN TREAD-P MAX RISER•1 <br />\ <br />I' MAX. <br />jp J <br />AWMAX VARIATION IN <br />RISE3R& RIADS ADJACENT TO <br />ENCLOSED ACCESSIBLE SPACE \ <br />10 OSING <br />N. <br />U <br />`3 <br />EACH OTTER 3/8' MAX <br />UNDER STAIRS SMALL NAVE WALLS, \ <br />- <br />VARIATION IN ANY RISER/MAD <br />HANDRAIL CIRCULAR CROSS <br />UNDER -STAIR SURFACE AND ANY <br />SOFFITS PROTECTED ON THE \ <br />jl <br />SECTION DIA. TO ISE 1 1/4' •-V4' <br />ENCLOSED SIDE WITH V2' GYPSUM \ <br />OR PROVIDE EQUIVALENT <br />GRASPASILITY WNDER&- MN. 6' <br />BOARD. POOR U"* <br />\ <br />WIDE • NARROW END MIN 11' <br />\ <br />WIDTH • 12' FROM NARROW END <br />34' MIN HANDRAIL W.T. <br />P WD R <br />\ <br />\ <br />(3) <br />2x12 S.YP. \ <br />(4) STRINGERS <br />\ <br />2x4 RE-INFORCING <br />• EA. 2 X 12 STRINGER <br />\ <br />0'-O' FIN. FLR <br />6.4 6A SECURE W/12d 6'-S' O.C. <br />10d MASONRY NAILS 2X4 <br />P.T. SLEEPER INTO SLAB <br />UMTHIN S' OF EACH <br />END, 32' <br />OC. MAX <br />DETAIL <br />�TLA!R <br />B <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH:407-7746078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA M: 0003326 <br />y <br />� <br />w <br />h <br />q <br />ti <br />F <br />� <br />99M <br />$ <br />a$ <br />79L78DIv & LOT: <br />ABBOTT PARK <br />LOT #5 <br />BLK. #13 <br />PROJECT# <br />04181.000-05131 <br />MODELa <br />2554- E301- <br />"DARWIN" <br />GARAGE 91IING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH <br />PRINT 06 14 2 <br />DATE: � � 1 <br />SCALE: 1 /4"=1'-0' <br />SHEET <br />Al <br />