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C <br />DBL. <br />TOP <br />PLATE 0 <br />M <br />BAR DETAIL <br />A SCALE: 1/1'.I'-m' <br />LAUN. <br />Q. <br />HALFI <br />UV <br />3/4' T4G SUD FLOOR <br />GLUED N 6CRELLED <br />PER FASTENER <br />SCHEDULE <br />PRAJIRNG "ET) <br />STAIRS RISERS TO CONDOR I I TO Pi <br />1i EDITION l2020) <br />MN TREAD•10' MAX RIBEIR•1 3/4' <br />3/IS' MAX, VARIATION IN <br />= <br />STAIR DATA, <br />RI6ER8rtR ADJACENT TO EACH <br />15R • 192' <br />OTHER "'MAX VARIATION IN AtNY <br />14 TREADS • <br />RISER/TREAD HANDRAIL CIRCULAR <br />Im'• I' NOSING <br />CROSS SECTION DIA TO BE I V4' •-V4' <br />OR PROVIDE EQUIVALENT <br />GRABPABILITY UINDERB- MIN W 1WDE • <br />NARROU END MIN 11' WIDTH . 12' PROM <br />NARROW END 34' MIN HANDRAIL NOT. <br />'ENCLED ACCESSIOLE SPACE WDM <br />STAIRS SMALL NAVE IW11 1 6, UNDER <br />STAIR SURFACE AND ANY 60FMTO <br />PROTECTED ON THE ENCLOSED SIDE <br />UNTN 1/2' GYPSUM OOARD& POOR 3MA <br />(2) LAYERS OF 3/4' PLYWOOD <br />CI! 12) LAYERS O. 3/4' SUB <br />PLCOR MATERIAL M" FOR <br />SOLID NAILING <br />TO <br />OF <br />\ 3/4' KICK <br />\ PLATE <br />!FADS TO STRNGER AH U <br />iCREWB • EA <br />) BEYOND TWIC30668 <br />OOR SHEATHING <br />42• <br />WAN L UV <br />1 CAP <br />\ <br />NOSING <br />\ <br />STOR. ` <br />MIN <br />\ <br />3.242 SYP STRINGER <br />REINFORCED W12X4 SPF <br />\ <br />U1:CONT. BEAD CP <br />\ <br />6UD-PLOOR ADHESIVE <br />PL-400 OR SMILARE - <br />EA HORIZONTAL RW <br />2 X 4 RE-RNF0111cm <br />. FA 2 X 12 STRINGER <br />WA2d S'-S' O.C. <br />STAIR SECTION <br />B SCALE: 1/2"O'-O' <br />2X4 ATTACHED U <br />MASONRY NAILS • 2X <br />SLEEPER INTO SLAB wn <br />OF EACH END, 32' O.C. <br />THE CLEAR SPACE BETWEEN <br />1 1/2THE HANDRAIL AND THE WALL <br />MIN. SHALL BE NO LESS THAN 1 1/2' <br />HANDRAIL 6 36' AS PER FBCR R311.1.82 <br />W/ 2X4 RE-INFORCI� <br />Ni <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'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 />�303o A ALIL HAVE ROSSiMUMT�DDIIMEENSI NOT EXCEEDING 2 1/4'. EDGES <br />~3 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 160-10.1 / F.B.C. 2020 <br />HANDRAIL SECTION <br />C 6cALE:3/4'.I' <br />02& <br />1'.0. <br />-m' <br />NOTE. NEARER FINISH TO BE PER <br />COMMUNITY STANDARDS <br />APR :, <br />144i N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesIgngroup.I:om <br />AA M: 0003326 <br />k� <br />a <br />Jill! <br />h <br />ag <br />ABBOTT <br />PARK <br />LOT# 1 <br />BLK# 11 <br />PROJECT# <br />04181.000-11112 <br />MODELA <br />4EHB <br />"2605— HAYDEN° <br />GARAGE 8WWG: <br />LEFT <br />PAGE: <br />FLOOR PLAN <br />SECTIONS / <br />DETAILS <br />60 MPH EXP. <br />ri <br />DAA=: 04/18/21 <br />9CAL.E: 1/4"=1'-0" <br />8*=zT <br />A1A <br />