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C <br />DBL. <br />TOP <br />PLATE 0 <br />M <br />UABAR DETAIL <br />SCALE:I/2'•I' <br />42' HIGH <br />WOLF WALL <br />W/ CAP <br />5'-0' <br />LAUN. 3/4' TKs 8 <br />GLUED 4 <br />PER <br />STAIRS Men" TO CONFORM TO FI3CR <br />TTH EDITION (2020) <br />MIN. TREAD•10' MAX RISER-1 3/4' <br />3A6' MAX. VARIATION IN <br />RISERS/TFI ADJACENT TO EACH <br />OTHER "' MAX VARIATION IN ANY <br />RISER1TREAD HANDRAIL CIRCULAR <br />CROSS SECTION DIA. TO DE 1 1/4' .-V4' <br />OR PROVIDE EMIVALGIT <br />GRASPABILITY WINDERS- Mtr1 a' WIDE <br />NARROW END MIN. 11' WIDTH • 12' FROM <br />NARROW END 34' MIK HANDRAIL W.T. <br />8ED ACCESSIDLE SPACE WDER <br />STAIRS SHALL HAVE WALLS, UNDER <br />STAIR SURFACE AND ANY SOFFITS <br />PROTECTED ON THE ENCLOSED SIDE <br />WITH 1/2' GYPSUM DOARDS, FBCR 302.1. <br />(2) LATMO OF 31W PLYWOOD <br />OR (V LATERS OF 3/4' eU5 <br />FLOOR MATERIAL RIPS FOR <br />SOLID NALING <br />SECURE 711 TO aTRNGER AHU <br />WK3)a 3' SCREWS • EA <br />STRINGER UNTHREADED BFUNC <br />TO EXTEND BE7oNp THICKNESS <br />OF SUE -FLOOR OWEATNMG <br />IIAMMG SHEET) <br />\ <br />I <br />\ <br />3/4' KICK <br />1-7-ATE <br />STAIR DATA: <br />15R 152' <br />\ <br />r Mqx. <br />No6iNO <br />14 TREADS s <br />®, <br />\ <br />im'. I' NOSING <br />MIN. <br />STOR. \ <br />d) <br />\ <br />5-2:d2 SYP STRINGER <br />REINFORCED WI2X4 a" <br />\ <br />LLVCONT. DEAD of <br />\ <br />SUB -FLOOR ADHESIVE <br />PL-400 OR SIMILARE • <br />EA HORIZONTAL RUN <br />2 X 4 RE-nPORCIPYs <br />• EA. 2 X 12 STRNGER <br />SECURE W/Ud •'-S' O.C. <br />STAIR SECTION <br />B SCALE: I/2' • I'-m' <br />42' H, Vz \ \ <br />WALL W/ <br />CAP <br />2X4 ATTACHED uU 10d <br />MASONRY NAILS • 2X4 P.T. <br />SLEEPER INTO SLAB WITHIN a' <br />OF EACH END, 32' 01 MAX <br />0 <br />�D <br />HANDRAIL • 36' <br />W/ 2X4 RE-MFOR <br />THE CLEAR SPACE BETWEEN <br />THE HANDRAIL AND THE WALL <br />SHALL BE NO LESS THAN 1 1/2' <br />AS PER FBCR R311.1B2 <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 1}'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 LARCsEST 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. 2020 <br />CHANDRAIL SECTION <br />SCALE: 3/4' • I' -(D' <br />A%-�- <br />DTL. <br />D• I'-m' <br />NOTE: HEADER FINISH TO ISE PER <br />COMMUNITY STANDARDS <br />F <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774A078 <br />FAX: 407-774.4078 <br />www.abdeslgngroup.com <br />AA #: 0003326 <br />m <br />o <br />a <br />a <br />a <br />BLTHDIV. AI: LOT <br />ABBOTT PARK <br />LOT #14 <br />BLK #14 <br />PHASE #4C <br />PROJECT# <br />04181.04C-14141 <br />MODMIA <br />4EHB <br />"2605-HAYDEN" <br />GARAGE 8WWG: <br />LEFT <br />PAGI M <br />FLOOR PLAN <br />SECTIONS / <br />DETAILS <br />160 MPH EXP. C <br />1 <br />8CALE:1/4' <br />B =3CT <br />A1A <br />