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C <br />DBL. <br />TOP <br />PLATE 9 <br />m <br />BAR DETAIL <br />42' 141044 <br />HALF 11141L <br />W' CAP <br />LAUN . <br />3/4' TAGap «Ia FLOOR <br />GWED S BCIRBIED <br />PER FASTENER <br />SCHEDULE <br />4D FIN FLR <br />' BRIG. HGT. <br />PRE-ENG'D FLOORM <br />SYSTEM (SEE FLOOR <br />NOTE., <br />FRAMING OHM) <br />STAIRS RISERS TO CONFOR9 TO FBCR <br />TTN EDITION (2020) <br />KK TREAD IV MAX RISER.T i/4' <br />3A8' MAX VARHATION IN <br />STAIR DATA: <br />RISER.S/TRREADS ADJACENT To F1CN <br />15R • 1.52' <br />OT ER 3/S' MAX VARIATION IN ANY <br />K TREADS • <br />RISERRREAD HANDRAIL CIRCULAR <br />10'. I' NOSING <br />CROSS SECTION DIA TO BE 1 1/4' .-1/4' <br />OR PROVIDE EQUIVALENT <br />GRAWASILITY WANDERS- MIN S' WIDE <br />NARROW END MN II' WIDTH • R' FROM <br />NARROW ETD 34' MRL HANDRAIL W. <br />hum, <br />-ENCLOSED ACCESSIBLE SPACE UNDER <br />STAIRS SHALL HAVE WALLS, UNDER <br />STAIR SURFACE AND ANY SOFFITS <br />PROTECTED ON THE ENCLOSED SIDE <br />WITH 1/2' GYPSM BOARDS. FOCR 302.1. <br />(2) LAYERS OF 3/4' PLYWOOD <br />OR (2) LAYERS OF 3/4' SUB <br />FLOOR MATERIAL RIPS FOR <br />SOLID NAILING <br />BECIIIiE TREADS TO STRW40M <br />AHU <br />W113XD 3' SCREWS • EA <br />STRIN0E1 UNTW LEADED SWAW <br />TO EXTEND BEYOND TWfCgMESS <br />THE CLEAR SPACE BETWEEN <br />OF ells -FLOOR SHEATHING <br />1 1/2 a THE HANDRAIL AND THE WALL <br />MIN. SHALL BE NO LESS THAN 1 1/2' <br />G \ <br />HANDRAIL 3V 11 AS PER FBCR R311.-I S2 <br />_ I \ <br />UJ/ 2X4 RE-MFJRCMG <br />\ <br />NOTE: <br />aiauK� <br />\ <br />HANDRAIL ENDS SHALL BE <br />\ <br />CAP <br />D TO THE WALL <br />\ 3/4' KICK <br />TEERMIRETUINNATE INTO A NEWEL <br />\ PLATE I' M X <br />POST. <br />\ 0 <br />\ M <br />\ <br />STOR. <br />\ <br />NOTE: <br />\ °0 <br />1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />\ <br />DIAMETER OF I#'t 2' OR A NONCIRCULAR CROSS SECTION WITH A <br />REINFORCES �R \ <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN Co 1/4' AND <br />\ <br />J <br />A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES <br />S_FLOOR ADMSIVE <br />IR-40I�TAL�WIN <br />goo <br />SHALL HAVE A MINIMUM RADIUS OF I/V. <br />\ <br />.im <br />2 x 4 RE-AV'ORCING \ <br />2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF <br />• EA. 2 x 12 STRINGER \ <br />FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY <br />SECURE WA2d S'-S' OL. <br />DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE <br />2x4 ATTACHED W/ IOd <br />SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />MASONRY NAR.S . 2x4 P.T. <br />STRESSES- PER SECTION 1601B.1 / F.B.C. 2020 <br />SLEEPER INTO SLAB WITHIN S' <br />OF EACH END, 32' O.G MAX <br />STAIR SECTION <br />B SCALE: 1/2'.I'-0' <br />HANDRAIL SECTION <br />(,)HANDRAIL <br />DTL. <br />00—ML <br />• 1'-0. <br />NOTE: HEADER FINISH TO BE PER <br />COMMNITY STANDARDS <br />irr► <br />i <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX407-774078 <br />ww.abdesigngup.com <br />AA #: 000332ro6 <br />z� <br />o <br />C <br />c <br />i <br />N <br />W <br />f <br />00 <br />2 <br />L <br />SUBDIV. a. M71 <br />ABBOTT PARK <br />LOT #18 <br />BLK. #7 <br />PIROJBCT# <br />04181.000-18071 <br />MODE11 <br />4EHB <br />"2605- HAYDEN" <br />GARAGE SIFMO: <br />LEFT <br />PAGE: <br />FLOOR PLAN <br />SECTIONS / <br />DETAILS <br />160 MPH EXP. C <br />DATZ: 05/06/21 <br />DATE: <br />SCALE: 1/4"=1'—O" <br />SHEET <br />A1A <br />