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C <br />TOP <br />PLATE 9 <br />M <br />BAR DETAIL <br />A SCALE, I!1'.I'-0' <br />42' <br />HALF <br />uV <br />(UX20D 21 LAYER <br />OS OF 3/4• PLYR (2) LAYERS OF 3/4' SUB <br />9'-0' FLOOR MATERIAL RIM FOR <br />60LID NAILING <br />LAUN . 3/4' rAG SUR FLOOR GECURE TREADS TO STRNLGCR AH U <br />OWED . 6CIEUED W 30%3' SCRELLN • EA <br />PER FASTENER STRKiER LNTM RE.4DEO GWA14K <br />SCHEDULE TO EXTEND ¢EYOND THIICWJ&" <br />''IN. FLR OF Sue -FLOOR SMAT14NO <br />SYSTEM (SEE FLOOR <br />ETA <br />SET! <br />SRISERS TO CONFORM TO FBCR <br />7TH EDITION (2020; <br />MIN. TREADOW MAX RS3ER•1 1/4. <br />31I6• MAX VARIATION N <br />STAIR DATA, <br />RISERUMADS ADJACENT TO EACH <br />si • 152' <br />110*- <br />OTMI ER GAG' MAX VARIATION N AN r <br />14 TREADS • <br />ItlSEIdfAEAD HANDRAIL Cb11IM1AR <br />P NOSING <br />CROPRovISS SECDETIOeaulvAN DIA. BE I V4• .-V4' <br />oR LENrTO <br />GdRAGPADILITY WINDERS- MN. W WIDE • <br />NARROW END MK II' UMDTH a 12' FROM <br />NARROW END 34' MK HANDRAIL HOT. <br />4!MC4,06E0 ACCESSIBLE SPACE INMR <br />STAIRS SMALL HAVE WALLS, LNDER <br />STAIR UNACE AID ANY SOFFITS <br />PROTECTED ON THE ENCLOSED SIDE <br />WITH Vl' dLYP" BOARDS. FBCR JIMA <br />3/4'IOCK <br />\ PLATEi,MAX_R,NOSINGMRLR.S1'P <br />7C.Am <br />STRINGERED WOX4 SPFow <br />BEAD OFR <br />ALAKER <br />GMILAIRE •RIZONTAL <br />RINRE-AJ'OIRCINOX <br />12 STRINGER <br />vOd i'-S' O= <br />STAIR SECTION <br />B SCALE, I/2'.1'-0' <br />42' H. 112 \ \ <br />WALL III/ <br />CAP <br />MASON IT NAILS • 2X4 P.T. <br />EEPER INTO GLAD URTHN S' <br />OF EACH END. 32' OG. MAX <br />HANDRAIL 4 <br />ILV 2X4 RE-N <br />THE CLEAR SPACE BETWEEN <br />THE HANDRAIL AND THE WALL <br />SHALL BE NO LESS THAN 1 1/2' <br />AS PER FBCR R311.782 <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 I44 V 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 2 114'. EDGES <br />�m SHALL HAVE A MINIMUM RADIUS OF I/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 1601.8.1 / FB.C. 2020 <br />CHANDRAIL SECTION <br />D HDR .IDYL. <br />NOTE: HEADER FINI614 TO OE I'M <br />COMITY STANDARDS <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL32750 <br />PH: 407-774,6078 <br />FAX: 407-774-4078 <br />www.abdealgngroup.mm <br />AA 8: 0003325 <br />c <br />0 <br />a <br />avaa:v. ao LOT: <br />ABBOTT PARK <br />LOT #9 <br />BLK. #13 <br />04181.0 0-09131 <br />MODZL: <br />4EHB <br />"2605- HAYDEN" <br />GARAGE 8WDF0: <br />LEFT <br />PAGE: <br />FLOOR PLAN <br />SECTIONS <br />& DETAILS <br />160 MPH EXP. C <br />ROLAW A AWUCHACRA <br />AR NO 03723 , <br />rPRmT DATE:9/21/21 <br />*CALF: 1/4"=1'-0" <br />BHEW <br />A1A <br />