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C r <br />D6L. <br />TOP <br />PLATE 0 <br />m <br />Nk <br />BAR DETAIL <br />A SCALEP-0' <br />(2) LAYERS OF 3/4' PLYWOOD <br />OR (2) LAYERS OF 3/4' SUB <br />FLOOR MATERIAL RIPS FOR <br />SOLID NAILING <br />SeCLM TREADS TO STFbWAM <br />WH370 3' 6CREUB • EA <br />6TR0412E1! UNTHREADED SHANK <br />TO EXTEND BEYOND THICK/E66 <br />OF SUB -FLOOR 614EATHM <br />/ — — 61MMW N <br />/ MTS-20 6EE <br />FR MM F Lm <br />/ <br />C / <br />/ <br />I I' MAX. / <br />NOSING / <br />10, / <br />42' N 1/2 <br />/ <br />WALL W/ <br />/ <br />GAP <br />r <br />/ STAIR DATA: <br />MR • IW' <br />/ 14 TREADS • <br />/ 10'• P NOSING <br />J <br />3/4' KIOC <br />Q m <br />LL' <br />PLATE / 2 X 4 RE-2TORC110. <br />. EA. x X 12 etRPKsER <br />OpZ <br />/ eea�ee uwd e'-6. Oa <br />~ <br />= M <br />/ 3.2X12 SYP STIWnitt <br />RENFOP=D W2X4 81-F <br />/ WKONT. BEAD OF <br />/ SUB -FLOOR ADFIESIVE <br />PL-400 OR OMLARE • <br />EA HORIZONTAL RN <br />2X4 ATTACHED W/ IOd <br />MASONRY NAILS • 2X4 P.T. <br />BLEEPER INTO SLAB WITHIN S' <br />OF EACH END, 32' OO. MAX <br />42' HIGN <br />HALF WALI <br />W/ ear <br />I-'(2) 2XI2 HEADER <br />6EE PRAMNG PLAN <br />3/4' TAG SUB MOOR <br />(SLUED 4 80FREVIED <br />PER FASTENER <br />SCHEDIAE <br />-9'-4 3/4' 2ND FIN. <br />-0' BRIG. HGT. <br />Fm-ENG'D FLOORING SYeTEM <br />rGEE FLOOR FRAMING e1EET) <br />(x) 2X8 HEADER <br />6EE FRAMING PLAN <br />STTAIIR eS MGM TO C40WORM TO FBCR <br />1TH EDITION (2020) <br />MIN. TREAD•10' MAX RISER-13/4' <br />3AW MAX VARIATION IN <br />MIM10R11EADS ADJACENT TO EACH <br />PAN. OTHER "'MAX VARIATION IN ANY <br />R6ERRREAD HANDRAIL CIRCULAR <br />CROW (SECTION DIA TO ME 1 V4' •-V4' <br />OR F'IBOVIDE EQUIVALENT <br />(IftABPABILITY WINDERS- MN S' WIDE • <br />NARROU END MIN. 11' WIDTH • 0' FROM <br />NAMOW END 34' MIN. HANDRAIL MGT. <br />41CL06ED A=WIN E ePACE UNDER <br />6TARS (SHALL NAVE WALLS, UNDER <br />6TAIR &JOACE AND ANY SOFFITS <br />PROTECTED ON THE ENCLOSED SIDE <br />WITH IA' GYPBMI BOA)%D& NOCR 302.1. <br />-0'-0' FIN. FLR. <br />STAIR SECTION <br />B WALE.IR'"I'-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 • 36' AS PER FBCR R311.182 <br />W/ 2X4 RE-11s <br />NOTE: <br />HANDRAIL ENDS SHALL BE <br />RETURNED TO THE WALL OR <br />TERMINATE INTO A NEWEL <br />POST. <br />NOTE: <br />1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />DIAMETER OF Ij's 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 1/0'. <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 16018.1 / F.B.C. 2020 <br />CHANDRAIL SECTION <br />BCALE3/4'.1'-0' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FA%: 407-774-4078 <br />www.abdesigngroupo m <br />AA #: 0003325 <br />-• <br />dao <br />S <br />/ \ <br />#A <br />W <br />O <br />I <br />SLTHDIV. Ce LOT: <br />ABBOTT PARK <br />LOT #17 <br />BLK. #11 <br />PROJECT# <br />04181.000-17111 <br />W0DELc <br />3EEB <br />"2260-ELSTON" <br />GARAGE BVnNG: <br />RIGHT <br />PAGE: <br />STAIR <br />SECTION/ <br />DETAILS <br />160 JWH EXP. C <br />u <br />DATE: <br />05/25/21 <br />BCALE: 1/4"=1'-0" <br />m*m= <br />Al <br />