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Cl- r <br />DDL. <br />TOP <br />PLATE <br />M <br />(�>IBDETAIL <br />AR <br />E: IR••I'-0' <br />9 <br />9 <br />DIM, VARIES <br />ARCH DTL. <br />B SGALE:I/2'.I'-V' <br />42' K HALF WALL <br />W/ CAP <br />3/4' T40 SUB FLOOR <br />GLUED 4SC41EWED <br />PER FASTENER <br />SCHEDULE <br />W-4 3/4' 2ND FIN. FLR <br />8'-0' BIWA. <br />FLOORING SYSTEM <br />ISEE FLOOR <br />FRAMING; SHEET) <br />STAIRS RISERS To CONFOW To FBCR *TM <br />EDITION (20M) <br />MSL TREAD.10' MAX RISER-1 3/4. W*' STAR — <br />MAX vA1tlATKN N RISNlSrt1lADS <br />116R • Tb4' <br />ADJACENT ro EACH OTHEI! s/i' MAX <br />15 TREADS 41 <br />VARIATION N ANY RISERRREAD HANDRAIL <br />CIRCULAR CROSS SECTION I TO elE I V4' <br />'• I' NOSING <br />I/4' OR PROVIDE E011iVALENT <br />GRASPAWLITY WNDERS- MIN W WIDE • <br />NARROW END MN. II' WIDTH • 12' FROM <br />NARROW 04D 34' MN HANDRAIL MGT. <br />'ENCLO ED ACCESSIDLE GRACE UNDER <br />STAIRS SHALL NAVE WALLS, UNDER STAIR <br />SURFACE AND ANY SOFFITS PROTECTED ON <br />THE ENCL06ED SIDE UNTH la' GYPSUM <br />BOARDS. FISCR 302.1. <br />LAYERS OF 3/4' PLYWOOD <br />(2) LAYERS OF 3/4' SUB <br />:OR MATERIAL RIPS FOR <br />TO <br />OF <br />\ \ 3/4' KICK I <br />\ PLATE I' MAX. <br />LNG <br />\ IV, <br />\ MIN. $ <br />STOR. \ \ <br />3-2xWI SYP 6TRNGER \ <br />REINFORCED WRX4 SPF \ <br />W/COWT. STEAD OF \ <br />SUD-FLOOR ADFEMVE <br />PL-400 OR SHILARE • \ <br />EA HORIZONTAL RUN \ <br />2 X 4 RE-INFORCING • <br />EA 2 X 12 STRINGER <br />SECURE UMCI <br />OL. <br />uc',-'�STAIR SECTION <br />SCALE:I/2'.I'-0' <br />STRINGER <br />D THICom" AHU <br />EATHNG <br />MASONRY NAILS • 2X4 P.T. <br />SLEEPER INTO SLAB WITDN S' <br />OF EACH END. 32. or— MAX <br />THE CLEAR SPACE BETWEEN <br />1 1/2' THE HANDRAIL AND THE WALL <br />MIN. SHALL BE NO LESS THAN 1 1/2' <br />HANDRAIL • 36' AS PER FBCR R311.1.82 <br />W/ 2X4 RE-IPFORCING <br />ar H. 1/2 NOTE: <br />WALL W/ HANDRAIL ENDS SHALL BE <br />CAP 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 />$ o 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 1/8'. <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 / F.B.G. 2011 <br />HANDRAIL SECTION <br />D SCALE: 3/4'.I'-C' <br />r, �] <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD,FL32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />wwwmbdosigng:oup.com <br />AA S: 000332E <br />< <br />Y <br />q <br />F-BUSEIM k EDT: <br />ABBOTT PARK <br />LOT #1 <br />BLK #8 <br />PRonwT* <br />04181.000-01083 <br />MODZU <br />4EHB <br />"2605-HAYDEN" <br />GARAGZ BIFMG: <br />RIGHT <br />PAGZ: <br />FLOOR PLAN <br />SECTIONS / <br />DETAILS <br />60 MPH EXP. <br />DA EL 11/20/19 <br />scALr. 1/4"=1'-0" <br />IS ZZT <br />A1A <br />