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TOP <br />PLATE 0 <br />B R DETAIL <br />A SCALE, i'_0• <br />(2) LAYERS OF 3/4' PLYWOOD <br />OR (2) LAYERS OF 3/4' &S <br />FLOOR HATER LAL W" FOR <br />SOLID NALNG <br />AHU I Iwo "A,°;o <br />/ c <br />/ I <br />/ <br />42• H. IA <br />WALL w/ <br />/ <br />CAP <br />/ <br />N4�KIATI! <br />raob� <br />- <br />' STOR. <br />0/00 <br />/ <br />/ <br />/ <br />3.2.0 SIT STR EW <br />/ <br />REM RCED W/JX4 SPF <br />/ <br />UrCONT. DEAD OF <br />8U64'LOOR ADHESIVE <br />PL-400 OR SIMILAR' • <br />/ <br />EA I40RMONTAL RN <br />/ <br />2 X 4 RE-NFORM40 <br />/ <br />• EA 2 X 12 STR348ER <br />SECURE Md S'-S' Or- <br />2X4 ATTACHED W IOd <br />MASONRY NAILS • 2X4 P.T. <br />SLEEPER INTO SLAB WITHN S' <br />OP EACH DD. 32' OG. MAX <br />4J' H1614 <br />HALP ",A„ <br />W/ CAP <br />I.-V <br />3/4' TAG SIM BOOR <br />611l 4 SCREYBD <br />PER FASTINER <br />LAUN. <br />PRAMNG SHEET) <br />mm <br />STAIRS RISERS TO C 0MAOM TO MOMITN <br />50 TICK (20201 <br />MN. "MAD -MR' MAX. FUSER-1 3/4' <br />STAIR DATA= <br />3AW MAX. VARIATION INISR <br />l82' <br />RI/ERSRREADS ADJACENT TO EACH <br />14 TREADS • <br />OTHER 3/S' MAX VARIATION INANY <br />1V. V NOSING <br />RISERRIRdAD HANDRAIL CIRCULAR <br />CROSS SECTION OIA. TO SE 1 V4' •44' <br />OR FRONDE B4 2JIVALINT <br />6RASPASILITY U*=Mb- M% W WIDE • <br />NARROW IND MIN. II' WIOTH • D' FROM <br />NARROW END 34' MN. WANORAIL HGT. <br />MOM <br />'ENCLOSED ACCESSIBLE SPACE UNDER <br />STAIRS 64ALL HAVE WALLS. INDER <br />STAIR SUTACE AND ANT SCMTS <br />PROTECTED ON M INCLOSED SIDE <br />WTH V2' GYPSUM BOARDS. POOR 307.I. <br />STAIR SECTION <br />B SCALE= 1/2'.I'_m�1/2'.I�_m. <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 R311.1.82 <br />U1/ 2X4 RE INFORCING <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 Ii't 2' OR A NONCIRCULAR GROSS SECTION WITH A <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN Co 1/4' AND <br />A LARGEST 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 160-1,0.1 / F.B.C. 2020 <br />CHANDRAIL SECTION <br />SCALE:3/4'.I'-m' <br />F <br />L441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL327W <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdosigngroup•com <br />L AA S: 0003325 J <br />g <br />� <br />r <br />� <br />>ILIHDIV. /e LOT <br />ABBOTT PARK <br />LOT #38 <br />BLK #12 <br />PIloJEC <br />04181.0T06-38121 <br />moDELc <br />4EHB <br />"2605- HAYDEN" <br />GAVAOE awngG: <br />RIGHT <br />PAO= <br />FLOOR PLAN <br />SECTIONS / <br />DETAILS <br />60 M H EXP. <br />5 <br />'oVXNT 02/05/21 <br />scALE: 1/4"=1'-0" <br />SHEET <br />AlA <br />