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C <br />DEL. <br />TOP <br />PLATE 0 <br />M <br />BAR DETAIL <br />(2) LAYERS OF 3/4' PLYWOOD <br />OR (2) LAYERS OF 3/4' SUB <br />FLOOR MATERIAL RIPS FOR <br />SOLID NAILING <br />AHUSEA TREADS TO STRINGER <br />IW(3)% 3' SCREWS • EA <br />STRINGER, WTWiEADED SHMK <br />To <br />EXTEND BEYOND THICIOJESS <br />OF & S-FLOOR SHEATHING <br />i <br />/ I <br />� <br />47' K IR <br />WALL AV <br />/ <br />w <br />CAP <br />/ <br />U <br />21 <br />3/4' KIIX <br />PLATE <br />Z <br />I'MAX <br />MAX <br />E <br />NOSING <br />w <br />O U <br />STOR. <br />/ <br />REW Sl'P I GEIE REW'FORCED WWV1X4 SPF <br />m <br />/ <br />WYC40NT. BEAD OF <br />&8-FLOOR AD1EGIVE <br />PL-400 OR 61111LARE • <br />/ <br />EA NowzoNTAL RUN <br />m <br />/ <br />a X 4 RE-NFORCING <br />/ <br />. EA. 2 X 12 STRING.ER <br />SECURE W/12d W-S' OC. <br />ax4 ATTACHED W/ I®d <br />MASONRY NAILS • 2X4 P.T. <br />SLEEPER INTO SLAB WITHIN S' <br />OF EACH END, 37' OC. MAX <br />42' HIGH <br />HALF WALL <br />W/ CAP <br />3/4' TO. 01.1E FLOOR LAUN . <br />GLUED 4SCREWED <br />PER FASTENER <br />SCHEDULE <br />9'-4 3/4' 2ND FIN. FLR <br />S'-0• E,Rs. HGT <br />FRMING SHEET) <br />N&M <br />STAIRS RISERS TO C0NFOW TO FBCR <br />ITH EDITION (2070) <br />M. TREAD- . MAX RISER-1 3/4' <br />STAIR DdTA: <br />3A&' MAX VARIATION N <br />15R 6 l52' <br />McERSAREADS, ADJACENT TO EACH <br />14 TREADS • <br />OTHER 3/e' MAX VARIATION IN ANY <br />10'• 1' NOSING <br />IV ERRlEAD NANDRAIL CIRCULAR <br />CROSS SECTION DIA. TO BE 1 1/4' .-1/4' <br />OR PROVIDE EGLIVALENT <br />GRASPAISILITY WINDERS- MN. V WIDE <br />NARROW END MIN. II' WIDTH • 12' FROM <br />NARROW END 34' MK HANDRAIL W.T. <br />NQm- <br />4RCA—OSED ACCESSIBLE SPACE UNDER <br />STAIRS SWILL HAVE WALLS, UNDER <br />STAIR SURFACE AND ANY SOIFITS <br />PROTECTED ON THE ENCLOSED SIDE <br />WITH 1/7' GYP&.M BOARDS. RWR 302.T. <br />STAIR SECTION <br />B SCALE: 1/2'"1'-0' <br />THE CLEAR SPACE BETWEEN <br />1 1/2" THE HANDRAIL AND THE WALL <br />MIN. SHALL BE NO LESS THAN I In' <br />HANDRAIL • 36' AS PER FBCR R311.lb2 <br />W/ 2X4 RE-II�ORCING <br />NOTE: <br />HANDRAIL ENDS SHALL BE <br />RETURNED TO THE WALL OR <br />TERMINATE INTO A NEWEL <br />POST. <br />NOTE: <br />1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />DIAMETER OF 14'3 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 VS'. <br />2. THIS FLAILING 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 1601,5.1 / F.B.G. 2020 <br />HANDRAIL SECTION <br />C SrALE:3/4'.1'-0' <br />�i�- <br />DTL. <br />D'-0' <br />NOTE: HEADER FINISH TO ME PER <br />C40 NAAJITY STANDARDS <br />1441 N. RONALD REAj <br />LONGWOOD, FL <br />PH: 407-7748 <br />FAX 407-7744 <br />wwwabdeslgngro <br />AA M: 00033 <br />0 <br />t] <br />0 <br />rc <br />n <br />a <br />� <br />av8ary & LOT <br />ABBOTT PARK <br />LOT #21 <br />BIK #12 <br />PHASE #4C <br />PROJECT# <br />04181.04C-21121 <br />MODEU <br />4EHB <br />"2605- HAYDEN" <br />GARAGE OWWO: <br />RIGHT <br />PAOE: <br />FLOOR PLAN <br />SECTIONS <br />DETAILS <br />160 MPH EXP. C <br />DATA 02/08/22 <br />scALa: 1/4"=1'-0' <br />aiIa cT <br />A1A <br />