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42' WION <br />V <br />HALF WALL <br />YV CAP <br />(2) 2xG HEADER <br />SEE FRAMMG PLAN (2) LAYERS, OF 9/4' PLYWOOD <br />(3) 2x4 6LCCKMf3. OR (2) LAYERS, OF 3/4' MA <br />SEE FRAMMG FLOOR MATERIAL RIPO FOR <br />PLAN SOLID NAILING <br />W4' US SLID FLOOR MCAM TREADS, TO STRMdER <br />GLUED • /CRE w &MIS s' scmwb • EA <br />PER PASTENER STRNGER WM1wEMID 61441dG <br />W'EEXLE TO EXIEID REYOID TWK304M <br />S'-4 3/4' 2ND FIN. FLR OFMJDd.C*RWMATNMG <br />MTSdO WE <br />8'-0' 5RG. HGT. FRAMING PLAN <br />\ <br />PRE-0010 FLOORING S,YS,TEM <br />\ <br />(SM PLOOR PRdMNG &ENT) \ G <br />(2) US IEADER V MAXI <br />\ <br />MSC FRAMING PLAN \ <br />\ <br />\ NOSING <br />ST�AIR6 RISERS, TO COI'POP" TO PSCR <br />lTN EDITION (2020) <br />MM. MEADOW MAX RISER-1 3/4' <br />!/I►' MAX V41tlAT1ON M \ <br />0TW VAf ITN � BTAIR DATA: \ <br />42' N. N <br />CAP UV <br />CAP <br />R,SCR/IIIIAD WA DRAIL CIRCULAR PAN. SR i5r <br />\ <br />CROSS SECTION DIAL TO RE 1 VA' V4' 14 TREADS S <br />OR PROVIDE FAWVAL.ENT 10'. V NOSING \ <br />6RASPASILITY WINDERS- MIN. W WIDE • 3/4' KICK <br />J <br />NARR018 END MIN. 11' WDTN • 12' PRCH 2 X 4 INS \ ry.ATE <br />NARROW CND 34' MIN. HANDRAIL WST. • EA. 2 X d STRINGER <br />m <br />NOTE,S,CCURE IWOd S'•S' or_ <br />O <br />O <br />4 <br />'�— <br />ST 614ALL WWAALLS�11 D!� laxd SYP ST1tlJ6CR \ <br />S, <br />z0 <br />_ <br />STAIR SIMACE AND ANT SOFPITS WRCMORCCD.. !7lAD O\ <br />OF <br />PROSCCTED ON TPMIE ENCLOSED 818-PLOOR SIDE oomm E <br />D[SL. <br />UTA V2' 6YM SIOARCK DS. PE3NA PL•400 OR SMU.ARE • \ <br />I[LARE <br />TOP <br />0'-0' FIN. FLR EA �I�TAL IUd <br />PLATE 0 <br />2X1 ATTACFED W Wd <br />MAsowr NAILS, • 2X4 P.T. <br />SLEEPER INTO M.AD WITHIN S' <br />OF EACH 00, N' OG MAX <br />A BAR .DETAIL <br />AIR OSECTION <br />BA <br />HANDRAIL • 36 <br />W/ 2X411M_W01 <br />THE CLEAR SPACE BETWEEN <br />THE HANDRAIL AND THE WALL <br />SHALL BE NO LESS THAN 1 1/2' <br />AS PER FBCR R311.102 <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 14'1 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/S'. <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 160-IB.1 / F.B.C. 2020 <br />HANDRAIL SECTION <br />C SCALE, 3/4'.I' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32700 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />W ww.abdeslgngroup.com <br />AA M: 000332. <br />O <br />m <br />MINI <br />4 <br />Al <br />tnmly. as LIOT: <br />ABBOTT PARK <br />LOT #18 <br />BLK #13 <br />PHASE #4B <br />PROJECT/ <br />04181. 4B-16131 <br />MODEIt <br />3EEB <br />"2260—EISTON" <br />OARAOE sWINO: <br />LEFT <br />PAGE: <br />STAIR <br />SECTION/ <br />DETAILS <br />%160 MPH EXP. C <br />ZA, <br />AR NO YCi7?,3 <br />Dw 10/28/21 <br />s <br />SCALE: 1/4"=1'—C <br />axMET <br />A1A <br />