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b. <br />C <br />L. <br />TOP <br />PLATE 0 <br />in <br />A BAR .DETAIL <br />(a) LAYERS OF 3/4' <br />PLYWOOD OR (2) LAYERS OF <br />3/4' SUE FLOOR MATERIAL <br />RIPS FOR SOLID NAILING 3N' Tq SUE FLOOR <br />GLUED 4 SCREIlD <br />FPER FASTENER <br />SCIEDILE <br />bTAIR DATA. <br />'i02' <br />9'-4 3/4' iWD FIN. FLR <br />1 NO MG PRE-1mv 1LOORRG <br />/ <br />SYSTEM (EEE FLOOR <br />— <br />— FRAMING "ET) <br />V-®' BRG. HGT. <br />/ <br />G <br />MAX <br />/ <br />NOSI� <br />r <br />F7 <br />STAIR RNEroN TO OON•go, To <br />Nnc RCSIOOlTIAL 6 [TAI,)[1 <br />MIN. MAX RISER 1 <br />S <br />3/4' 3/N• MAVADA N <br />SM, MAX' <br />RNMOKI) ACCMSISIJ ePACi 1lDER STARS <br />ADJIONACENT <br />ORE SW � To <br />/ OWA Wvo eIIAM t*CSP STAIR mollcm OD <br />ANY /ORITe PIeOmAw ON nR sNaceEo <br />E <br />soc ONVr 4YPOJJM SO4b..eL7e 382.1 <br />VAroATKIN IN ANY roSER/111AD <br />HANDRAIL OIR MLAR OW" <br />SECTION OIA TO ME 1 1/4• .-V4' <br />OR PROVIDE SWIVALENT <br />J <br />1 <br />3/4' KICK <br />PLATE <br />/ <br />PANTRY <br />ORASPAOILITY WINDERS- MN S' <br />WOE a NAroROW END MN. II' <br />END <br />o <br />34 MIN.MAN LN OT. <br />/ <br />(3)2xI2 &-rP. <br />—2 X 4 RE-RIORCNG • <br />Nld MASONRY NAILS • 2X4 EA 2 X O EecuRs Waa •rA2d &'-E' <br />oc <br />P.T. SLEEPER Nro eLA <br />WITHIN 8. OF EACH HPD, 32- <br />O:G. MAX <br />(B)STAIR SECTION <br />THE CLEAR SPACE BETWEEN <br />1 1/2' THE HANDRAIL AND THE WALL <br />MIN j SHALL BE NO LESS THAN 1 1/2' <br />HA/'ORAIL • 36' AS PER FSCR R31L'182 <br />LLV 1X4 RE-R'FORGMG <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 Ii'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 SCALE, 3/4'.I'-V' <br />1441 N. RONALD REAOAN BLVD. <br />LONGWOOD,FL32750 <br />PH: 407-7744078 <br />FAX: 407-7744078 <br />www.ebdesWngroupmm <br />AA 0: 0003326 <br />avisaly a. LOT <br />I: <br />PARK <br />LOT #30 <br />BLK. #8 <br />IFI90JMTO <br />04181.000-30083 <br />MoDmu <br />3EEB <br />N'2260—ELSTON" <br />GAIeAos aM►txo: <br />RIGHT <br />PACE: <br />STAIR <br />SECTIONS <br />& DETAILS <br />160 MPH EXP. C <br />nwrm• 11/26/19 <br />allL'14T <br />A1A <br />