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r <br />s <br />C <br />DBL. <br />TOP <br />PLATE 0 <br />m <br />(BAR DETAIL <br />A SCALE: I'-0' <br />42' NIGH <br />HALF WALL <br />UY CAP <br />(2) LAYERS OF W4' PLYUAOOD <br />OR (2) LAYERS OF 3/4' SUB <br />5_0• FLOOR MATERIAL RIPS FOR <br />6OLD NAILING <br />LAUN . 3/4' TK. «HI Iq.00R SECURE TREADS TO STRINGER AH U <br />GLUED SCREU,ED WK3PS 3' SC EUB • EA <br />PER FASTENER STRINGER <br />TRINR UNTWREADED SWANKOC 4EDU E TO EXTEND BEYOND TWK304 66 <br />OF SM49-OOR SHEATHING <br />FIN. FLR <br />NOTE. <br />DUNNING SHEET) <br />STAIRS RISERS TO C WORT TO FBCR <br />TR/ EDITION (2020) <br />MIN. TREAD.10' MAX RISER.1 3/4• <br />3AW MAX VARIATION IN <br />STAIR DATA: <br />R18ERBRREADE ADJACENT TO EACH <br />15R * 1.52' <br />OTHER 3A3' MAX. VARIATION IN N4Y <br />14 TREAD$ • <br />RISERRIEAO HANDRAIL CIRGVI.Ai! <br />10'. I' NOSING <br />CROSS SECTION DI.4 TO BE 1 1/4' •-1/4' <br />OR PROVIDE ECUIVALENt <br />GRASPABILITY WINDERS- MIN. 6' WIDE • <br />NARROW END MIN, II' WIDTH . O' FROM <br />NARROW END 34' MK HANDRAIL W.T. <br />•ENCLOSED ACCESSIBLE SPACE UNDER <br />STAIRS SHALL HAVE UI4LLS, UNDER <br />STAIR SURFACE AND ANY SOFRTS <br />PROTECTED ON THE ENCLOSED SIDE <br />WITH IA' GYP*UM BOARDS. PECK 30U.1. <br />\ 3/4' KICK <br />\ \ PLATE VMAX <br />N0 <br />0' <br />\ W. <br />MIN. <br />STOR. ` <br />3.2.12 SYP STRINGER \ <br />REINFORCED IWlX4 SFF \ <br />W CONT. BEAD OF \ <br />Sift -FLOOR ADHESIVE <br />PL-400 OR 6911LARE - <br />EA WORIZONTAL RN <br />2 X 4 RE-UlOROR1G <br />• EA 2 X 12 STRINGER <br />SECURE UYRd 6'-V Or - <br />STAIR SECTION <br />B SCALE: I/2'.1'-0' <br />WALL uv <br />CAP <br />\ <br />2X4 ATTACHED UV Wd <br />MASONRY NAIL6 • 2X4 P.T. <br />WIN SLEEPER INTO SLABTH8' <br />OF EACH END, 32' OC. MAX <br />1 1/2' <br />MIN_ <br />HANDRAIL • 36' <br />W/ 2X4 RE-AFORC <br />THE CLEAR SPACE BETWEEN <br />THE HANDRAIL AND THE WALL <br />SHALL BE NO LESS THAN 1 1/2' <br />AS PER FBCR R3111Z2 <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 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 />�m <br />A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES <br />�oQ <br />SHALL HAVE A MINIMUM RADIUS OF 110'. <br />�Im <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 160-1.5.1 / F.B.C. 2020 <br />HANDRAIL SECTION <br />C 5CALE:3/4'.I'-0' <br />HDR. DTL. <br />NOTE: HEADER FINISH TO BE PER <br />C0 MLINITY STANDARDS <br />IA41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdesigngroup.eom <br />AA #: 0003325 J <br />m <br />0 <br />4 <br />N <br />W <br />00 <br />J <br />fA <br />UHDIV. a. LOTBBOTT PARK <br />LOT #7 <br />BLK. #9 <br />PROJECT# <br />04181.000-07091 <br />MODEL' <br />4EHB <br />"2605-HAYDEN" <br />GARAGE 31"NO: <br />LEFT <br />PAGE: <br />FLOOR PLAN <br />SECTIONS / <br />DETAILS <br />160 MPH E . C <br />IY 1 <br />Dp 05/06/21 <br />SCALE: 1/4"—f-0" <br />SHEET <br />Al <br />