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4 <br />(2) LAYERS OF 9/4' PLYWOOD <br />OR (2) LAYERS OF 9/4' SUO <br />BOOR MATERIAL RIPS FOR <br />SOLID NAILM <br />AHUSECURE TREADS TO STRINGER <br />WK9PS 9' SCREUk . EA <br />STRINGER UNTHREADED SFIAINIC <br />TO EXTEND BEYOND THIGQE6S <br />OF "-FLOOR SHEATHING <br />/ 1 <br />'V-4' r <br />�x <br />ODL. <br />TOP <br />PLATE 9 _ <br />M <br />BAR DETAIL <br />A SCALE: V2'•1.-0. <br />/ <br />1 <br />42' H. N <br />WALL IW <br />CAP <br />9/4PLATE <br />b <br />Ej <br />NOSING <br />MIN. <br />/ <br />mV <br />STOR. <br />/ <br />/ <br />/ <br />9-2x12 bYP STRINGER <br />REINFORCED W/)X4 SI•F <br />/ <br />)CONT. GBAD OF <br />"-FLOOR ADNIIS" <br />PL-4" OR S MILARE . <br />/ <br />EA HORIZONTAL RUN <br />/ <br />2 X 4 RE-INFORCING <br />/ <br />. EA. 2 x 12 6TRINGER <br />SECURE wmco 6'-S' OG. <br />2X4 ATTACWED UV wd <br />MASONRY NAILS . 2x4 P.T. <br />SLEEPER INTO SLAB WITHIN b' <br />OR EACH END. 92' O.G. MAX <br />HALF WALL <br />UV CAI' <br />LAUN• <br />6CHEOW.E <br />PRE-ENG'D FLOORRIG--/ <br />SYSTEM (SEE DOOR <br />FRAMING SWEET) <br />HJ M <br />STAIR& RISERS TO CCIFOFM TO FBCR <br />6TH EDmON (20I1) <br />MIN. TREAD•10' MAX. RISER•1 9/4' <br />STAIR DATA: <br />SA6' MAX VARIATION IN <br />15R • IS2' <br />01I69FINV I ADO ADJACENT TO EACH <br />14 TREADS • <br />OTHER 9AY MAX VARIATION IN ANY <br />10'• P NOSING <br />R16ER/TREAD HANDRAIL CIRGA AR <br />CROSS SECTION CIA. TO BE 1 1/4' .-1/4' <br />OR Ple"DE EQUIVALENT <br />GRASPMILITY WINDERS- MIN, 6' WIDE • <br />NARRpU END MIN. II' WIDTH • 12' FROM <br />NARROW END 34' MSL HANDRAIL HST. <br />Nam, <br />'ENCLOSED ACCESNOLE SPACE UNDER <br />STARS SHALL HAVE WALLS, UNDER <br />STAIR SURFACE AND ANY SOFFTT6 <br />PROTECTED ON THE ENCLOSED 60E <br />WITH V2' GYPSUM BOARDS. FOCR 902.1. <br />STAIR SECTION <br />(,)STAIR <br />SCALE: I!1'•1'-0' <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 6 36' AS PER FBCR R311.1.8.2 <br />W/ 2X4 RE-WFORCING <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 I#'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 />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 />C SCA,LE:3/4•.I'_®3/4'•I'-®' <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL32750 <br />PH: 407-774.8078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />l AA M: 0003325 <br />h <br />a <br />� <br />� <br />k <br />4A <br />Z <br />O <br />L J <br />39UBDIV. At LOT: <br />ABBOTT PARK <br />LOT #16 <br />BLK #15 <br />PROJECT* <br />04181.000-16151 <br />MODZU <br />4EHB <br />"2605-HAYDEN" <br />GARAGE 8WING: <br />RIGHT <br />PAGE: <br />FLOOR PLAN <br />SECTIONS / <br />DETAILS <br />60 MPH EXP. <br />