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C' <br />DBL. <br />TOP <br />PLATE 0 <br />in <br />ABAR DETAIL <br />SCALE:IR'.1'-0' <br />4Y <br />HALF WALL <br />YY C.4P <br />n) 2xG IaEADER <br />(2l LAYERS OF 3U4• PLYWOOD <br />SEE FRAMNG FLAN <br />n) LAYERS, OF 9/4. SUM <br />FL <br />FLOOR MATEIAM RIPS POR <br />NAILN6 <br />m FLdN <br />PLASOLID <br />SECURE TREADS TO STRIMER <br />D)4• T46 SLUM FLOOR <br />UW31S 3' SCRE M • EA <br />[a13F"HlLJoNGo <br />AI E <br />eTRhCfNr R IF1i6ADED SIIAW <br />R FASTENER <br />TO EMEND BEYOND THK3000G <br />6049DULE <br />POF 8US-LOOR SHEATHNG <br />_ <br />-9'-4 3/4' ZND F <br />/ R See <br />FRAMING <br />- - - <br />FLOOMM erSTEn <br />C / <br />(SEE FLOOR FRAMING SHUT) <br />/ <br />/ <br />I' MAX / <br />12) 2x* HEADER <br />SEE FRATTNG FLAN <br />ING / <br />�0• / <br />S AM WASPS TO CaHPOPI" TO FECR <br />�4 / <br />11H EDITION f2O2O) <br />42' K 1)2 <br />MIN. TREAD.10' MAX RRSER•1 3)4- <br />U14LL W <br />/ <br />SAW MAX VARIATION N <br />STAIR DATA: <br />AT <br />NOERS/VR ADJACENT TO _ <br />•,DA <br />MAX t1 ANY <br />PAN. RSERITREAD HANDRML WIRCULAR <br />/ 14 TREADS • <br />CROSS SECTICN DIA TO ME 1 V4' «V4' <br />/ IV'. P NOONG <br />OR PROYCE EGLAVALE4T <br />J f0 <br />4 m <br />3M' KICK <br />FLUTE ] X 4 nE-NFORCN6 <br />6RASPASI LRTY UU.DERS- MM V UNCE . <br />NARROW END MN. 8' WDTH . W FROM <br />U <br />/ • EA 2 X G STRNbER <br />NARROW ETD 34' MN HANDRAIL WST. <br />(L Q <br />SECURE UWd •'-S' OL. <br />3-0x12 SYP STRNSER <br />8 '�EMIS"P RIMER <br />U CONY. BEAD OF OFF <br />/ BEAD a <br />STAIR SURFACE AND ANY SOFFITS_ <br />Wft-M-. E <br />SUM -BOOR AD <br />PROTECTED <br />/ R'L•4470 ON SU'IILA(E • <br />ILAPI <br />WM4 MOARDS. FS CRFMGR 3W.1. <br />EA NCISZONRrAL M <br />m'-m' FIN. FLR. <br />ATTA UV I <br />MA AIL 2XSOIVRT NKAILS . 4 P.T. <br />SLEEPER INTO SLAM UTHN S' <br />OF EACH ETD. 32' OG. MAX <br />STAIR SECTION <br />B SCALE: V2'•I'-0' <br />HANDRAIL • 36' <br />IW 2X4 RE-W-M <br />THE CLEAR SPACE BETWEEN <br />THE HANDRAIL AND THE WALL <br />SHALL BE NO LESS THAN i In' <br />AS PER FBCR R311.1BZ <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 144 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 2 114'. 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 16010.1 / F.B.G. 2020 <br />HAND <br />C RAIL SECTION SCALE: 3/4'.1' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />w .obdmlgngroupxom <br />AA #: 0003325 <br />� <br />a <br />gatd�� <br />� <br />sal1 <br />avnDiv. a IA22 <br />ABBOTT PARK <br />LOT #1 BILK #14 <br />PHASE: 4C <br />Pnoj=T# <br />04181.04C-01 41 <br />1[ODEL: <br />3EEB <br />"2260—ELSTON" <br />GA %AGZ STIM02 <br />RIGHT <br />PAGM- <br />STAIR <br />SECTIONS <br />& DETAILS <br />160 MPH C <br />�'tLr <br />A <br />No <br />Dw10/26/21 <br />SC.%=: 1/4'=1'-d <br />s <br />A1A <br />