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RADIUS CORNERS, SEE <br />PLAN <br />BRACKET i <br />15LOMNG <br />ELECTRICAL BOX <br />AT ENDS OF PARTITION <br />WALL <br />VX6'X38-1/4' <br />LOW WALL <br />2'X6• STUDS <br />• 16, O.C. <br />W/ 1/2• <br />DRYWALL <br />SHIM AND SECURE <br />COUNTER TOP <br />°S <br />MATERIAL TO <br />CABINETS. <br />INSTALLER SHALL <br />INSTALL FLAT <br />KITC HEN <br />'JBAR REINF�ING <br />44 BRACKETS AS <br />BASE <br />C <br />-3NECESSARY. <br />CABINET <br />Mg <br />Y <br />ATYP. CABINET SECTION <br />SCALE: w7a <br />ARCH DTL. <br />(,)ARCH <br />1/2—I'-V' <br />HANDRAIL o 36' <br />W/ 2X4 RE-INFOF <br />THE CLEAR SPACE BETWEEN <br />THE HANDRAIL AND THE WALL <br />SHALL SE NO LESS THAN 1 1/2' <br />AS PER FBCR R311.18.2 <br />NOTE: <br />HANDRAIL ENDS SHALL SE <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 I4'1 2' OR A NONCIRCULAR CROSS SECTION WITH A <br />PERIMETER DIMENSION OF AT LEAST 4' SUT 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 5O 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 16018.1 / F.B.G. 2020 <br />HANDRAIL DETAIL <br />C SCALE, 3/4 . I' <br />STAIR DATA, <br />(2) LAYERS OF 3/4' PRE-ENG'D <br />ISR • 1B2' <br />PLYWOOD OR (2) LAYERS OF FLOORING SYSTEM <br />14 TREADS • <br />3/4'" FLOOR MATERIAL (SEE FLOOR <br />10'. P NOSIw4i <br />RIPS FOR SOLID HAILING FRAMING SWEET) <br />3/4' TIG SUB FLOOR <br />GLUED G SCREWED <br />PER FASTENER <br />_40 <br />9'-4 3/4' 2ND FIN. FLR <br />A <br />_ 3A4 <br />8'-0' BRIG. HGT. <br />PLATE Lu FRAME OUT FOR <br />/ <br />Z U TOP OF STAIRS <br />/ <br />E leIESIDBw1TIAL <br />STAIR RISERS TO CON4DW T O <br />TTH ED, (2WO) <br />Iu <br />J ' MAX. / <br />MIL TREAD.10' MAX RISER.T <br />U NOSI <br />10' / ENCACCESSIBLE SPACE <br />LOSED <br />RISERSITI ADB VARIATION <br />ADJACENT TO <br />/ <br />UNDER STAIRS SHALL HAVE WALLO, <br />EACH OTHER 3A/' MAX, <br />UNDER -STAIR SURFACE AND ANY <br />VARIATION IN ANY RMAITREAD <br />/ <br />SOFFITS PROTECTED ON THE <br />HANDRAIL CIRCULAR CROSS <br />/ <br />ENCLOSED SIDE UTH 1/2' GYP8UN <br />SECTION PIA, TO OE I V4' .1/4' <br />/ <br />BOARD. FDCR 3m'[Ar <br />OR VIDE EQUIVALENT <br />GRASPADILnTY W NDERS <br />/ <br />vMN <br />WIDE • NARROW END Il ND M11• <br />Q <br />/ <br />P W D R <br />WIDTH . G' PFWM NAWWW END <br />34• MIH HANDRAIL MOT. <br />pz� <br />/ <br />-i <br />_ a <br />/ (3) 2z12 S.Y.P./ <br />n <br />(4) STRINGERS <br />2X4 RE -(FORCING <br />/ • EA 2 X 12 STRINGER <br />SECURE V12d V-S' O,C. <br />0'-V FIN. FLR <br />V <br />01 <br />bd MASONRY NAILS • 2X4 <br />P.T. SLEEPER INTO SLAB <br />WITHIN S' OF EACH END, 32' <br />OL. MAX <br />STAIR DETAIL <br />B SCALE: IR' . 1'.O' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH: 407-7746078 <br />FAX 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />qm <br />S <br />I <br />R3 <br />Z <br />a� <br />sxmDIV. a. LOT <br />ABBOTT PARK <br />LOT #21 <br />BLK. #11 <br />PROJECT <br />04181.00 -21111 <br />MODEL: <br />2554-E301 <br />"DARWIN" <br />GARAGE #VINO: <br />LEFT <br />PAGE: <br />DETAILS <br />160 JLPH E . C <br />PRINT 24 <br />DATE: OS /21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />A1A <br />