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r <br />C <br />Al <br />DBL. <br />TOP <br />PLATE 9 <br />m <br />BAR DETAIL <br />A SCALE, I!1'•I'-®• <br />42' HIGH <br />NALP WALL <br />IIY CAP <br />(2) 2xd2 HEADER <br />SEE FRAMING PLAN <br />(3) 2x4 DLOCKING, <br />SEE FRAMING PLAIN <br />3/4' T40 SUD FLOOR <br />GLUED 1 PER FASTENER SGIEUED� <br />SCFIBDILE <br />PRE-ENG'D FLOORING V <br />(SEE FLOOR FRAMI d. S <br />(2) 2xS HE, <br />SEE MAMING <br />STAIRS RISERS TO CONFORM TO Peue <br />1T14 EDITION (2020) <br />MIN. TREAD-10' MAX RISER-1 3/4' <br />WIS. MAX VARIATION IN <br />RSERSRREADS ADJACENT TO EACH <br />OTHER "'MAX VARIATION IN ANY <br />MSEWTW-40 HANDRAIL CIRCULAR <br />CROSS SECTION DI.4 TO DE I V4' .-V4' <br />OR PROVIDE EQUIVALENT <br />GRAGPADILITY WINDERS- MI. •' WIDE • <br />NA WWW END MIL II' WIDTH • G' FROM <br />NARROW 00 34' MN HANDRAIL W.T. <br />42NCLOSED ACCEW15LE SPACE WIDER <br />STAIRS SHALL HAVE WALLS. WIDER <br />STAIR SIMACE AND ANY SOFFITS <br />PRDIECTED ON THE ENCLOSED SIDE <br />WITH 1,12' GYP&M DOARDB. FDOR 302.1. <br />�(2) LAYERS OF 3/4' PLYWOOD <br />OR (2) LAYERS OF 3/4' WEI <br />FLOOR MATERIAL RIPS FOR <br />SOLID NAILING <br />SECURE TREADS TO STRINGER <br />WK3)S 3' SCREWS • EA <br />STRINGER WTNREADED SFIANK <br />TO EXTEND OEYONO TNICI"66 <br />OF GUD-FLOOR SHEATHING <br />Io SEE \ <br />RING PLAN — — — — <br />\ <br />\ C <br />\ <br />\ 1' MAX. I <br />\ <br />\ NOSING <br />\ 10, <br />\ <br />\ <br />STAIR DATA: \ \'I� <br />42' H. 1/2 <br />CALLW/ <br />PAN. 1• <br />14 TREADS • \ <br />10'. P NOSNG \ <br />3/4' WJdK <br />J 1N1 <br />_ <br />PLATE <br />X1IN <br />• EA 2 STRGER \ <br />SECURE =4 6'-0' O.C. \ <br />O 0 <br />3-2x17 SYP STRINGER \ <br />~ 2 M <br />REINFORCED W/2X4 OFF <br />SUCONT. DEAD OF \ <br />W15-FLOOR ADHESIVE <br />PL-460 OR GIMILARE • <br />EA HORIZONTAL RW <br />2x4 ATTACHED W/ 10d <br />MASONRY NAILS • 2x4 P.T. <br />SLEEPER INTO GLAD WITHIN S' <br />OF EACH END, 32' O.C. MAX. <br />STAIR SECTION <br />B GALEF <br />- <br />THE CLEAR SPACE BETWEEN <br />1 1/2' THE HANDRAIL AND THE WALL <br />- <br />MIN. SHALL BE NO LESS THAN 1 1/2' <br />HANDRAIL • 36' AS PER FBCR R311.l82 <br />W/ 2X4 RE-INFORCMG <br />NOTE: <br />HANDRAIL ENDS SHALL BE <br />o <br />RETURNED TO THE WALL OR <br />i kj i <br />TERMINATE INTO A NEWEL <br />POST. <br />EW <br />a0 u <br />3 <br />NOTE: <br />1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />DIAMETER OF li'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 />_ <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 160-18.1 / F.B.G. 2020 <br />HANDRAIL SECTION <br />m <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD,FL32760 <br />PH: 407.774.8078 <br />FAX: 407-7744078 <br />www.abc[esigngroup.com <br />AA N: 0003325 <br />pf <br />ABBOTT PARK <br />LOT #23 <br />BLK. #11 <br />PROJECT <br />04181.000-23112 <br />MODZIA <br />3EEB <br />"2260-ELSTON" <br />GARAGE BNING: <br />LEFT <br />PAGE: <br />STAIR <br />SECTIONS <br />& DETAILS <br />160 MPH EXP. C <br />!2 <br />DA 4/08/21 <br />SCALE: 1/4"F=i'-0" <br />SHEET <br />A1A <br />