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3. <br />• <br />(2) 2.12 HEADER <br />(2) LAYERS OF 31/4' PLYWOOD <br />SEE PRAMM PLAN <br />OR (2) LAYERS OF 3/4' Sim IF FLOOR MATERIAL RIPS FOR <br />0LcLO <br />EICKMCi, <br />SOLID NAILRG <br />SEE 2r PLAN <br />SECURE TREADS TO STRN WR <br />3/4' T4fs SUB FLOOR <br />WK3Y0 3' SCREWS • EA <br />[l3l2x4 <br />GLUED 4 SCREWED <br />STRINGER UNTHREADED SNANC <br />PER FASTENER <br />TO EMEND BEYOND THIcloose <br />SCHEDULE <br />OF Sue -FLOOR GMAT14M _ _ _ <br />V-4 3/4' 2ND FIN. FLR <br />/ SE <br />THE CLEAR SPACE BETWEEN <br />/ hra-20-2a1 SSE <br />11/2' <br />THE HANDRAIL AND THE WALL <br />PRAMMMft <br />Es'-m' BRG. HGT. <br />MIN <br />SHALL BE NO LESS THAN 1 1/2' <br />HANDR,41L • 36' <br />AS PER FBCR R311.1.02 <br />/ <br />E Fi-OORMG SYSTEM <br />U!/ 2X4 RE-INFORCMC3 <br />/ <br />C / <br />( <br />(SEE F-OOR LOVING SHEET) <br />PLOO <br />I V MAX. / <br />(2) 2FS HEADER <br />/ <br />NdOSIN)Cs / <br />SEE F AMMM PLAN <br />NOTE: <br />HANDRAIL ENDS SHALL BE <br />MOMS RISERS <br />STAIRS <br />RRISE(2020)RS TO CONFORM TO F <br />RETURNED TO THE WALL OR <br />U <br />42 H vt <br />P <br />/ <br />/ <br />MRL TREAD.IO' MAX. RISER-1 3/4*TERMINATE <br />S/W MAX VARIATKN N <br />INTO A NEWEL <br />POST. <br />/ <br />STAIR DATA: <br />RISER"A READS ADJACENT TO EACH <br />w <br />16R • T92' <br />i4 <br />PAN. <br />or 1R 3AY MAX VAR ANION IN ANY <br />RIS=R�R=AD FRAIL GReuLAR <br />U <br />/ <br />14 TREADS • <br />CROSS SECTION DIA TO ISE 1 1/4' •-1/4' <br />/ <br />I' NOE+IP <br />OR PROVIDE ECUIVAL@R <br />J <br />3/4' KICK <br />GRASPADILITY WNDERS- MK i' WIDE • <br />NOTE: <br />Q :n <br />R' <br />PLATE <br />/ 2 X 4 RE-wV40mGMG <br />• EA 2 X E GTRweER <br />NARROW END MM n' UNDTH • G' FWM <br />NARROW END 34' MIN. wuDRML H.T. <br />I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />IL 0 <br />p <br />SECURE Wadi •'-S' O.C. <br />/ <br />NOTE, <br />DIAMETER OF 144 2' OR A NONCIRCULAR CROSS SECTION WITH A <br />,I V-4'�e <br />v <br />= m <br />/ 3-2.12 SYP STRO40M <br />OP 4 °^ <br />SSM9 SPACE <br />'�'L� "SPACE U <br />STAIRS SMALL HAVE WALLS, UNDER <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 1/4' AND <br />6 <br />A LARGEST CROSS <br />/ DEAD <br />8054LOOgR ADM" <br />STAIR eWISACE AND ANY earlT6 <br />PROTECTED ON TIE ENCLOSED SIDE <br />SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES <br />SHALL HAVE A MINIMUM RADIUS OF 1/5'. <br />PL-400 OR SMILARE • <br />WITH V2' GYPSUM BOARD& PBCR 3D2.Y. <br />TOP <br />PLATE <br />0 <br />E41�°2ONTrtiRUN <br />0'-m' FIN. FLR. <br />2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF SO PLF <br />m <br />2X4 ATTACHED W/ imd <br />MASONRY NAILS • 2X4 P.T. <br />FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY <br />SLEEPER NTO SLAB WITHN 0' <br />DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE <br />OF EACH END, 32. Oa. MAX <br />SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />STRESSES- PER SECTION 19,01.8.1 / F.B.C. 2020 <br />BAR DETAIL <br />BA AR <br />B STAIR SECTION <br />C HAN/DRAIL SECTION <br />U N. RONALD REAGAN K <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdosigngroup.com <br />AA N: 0003325 <br />q <br />9b <br />It <br />Pa <br />OJ <br />ABBOTT PARK <br />LOT #23 <br />BLK. #9 <br />PROJECT# <br />0418 .000-23091 <br />MODEU <br />3EEB <br />"2260—ELSTON" <br />GARAGE $WING: <br />RIGHT <br />PAGE: <br />STAIR <br />SECTION/ <br />DETAILS <br />160 H EXP. C <br />