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RE <br />AHU ( SI5CUFE TREADS TO STRIIGER <br />WK3)% S' 11CREUB • EA <br />� <br />6TRMGER UNTNREADED SHANK <br />TO EXtE1P BEYOND THICKNESS <br />OF SUD-FLOOR SHEATHBN6 <br />i <br />CAP A/4' KICK <br />MATIE <br />1' MAX. <br />Z'Q NOSING <br />m U N MIN. / <br />/' STOR. <br />/ 3-2xa 8YP &1W&WAuvtxaR <br />/ weuO 6M <br />J •� <br />DEL / <br />TOP / <br />PLATE 0 <br />'� 2X4 ATTACHED W/ iod <br />MASON r NAILS • 2X4 P.T. <br />SLEEPER INTO SLAB WITHIN 8' <br />OF EACH END, SY OL. MAX <br />BAR DETAIL <br />ASCALE: Ia1•1'-ND' <br />W)CONT. BEAD or <br />SUB-PLOOR ADHESIVE <br />PL-400 OR SMILARE • <br />EA HORIZONTAL RUN <br />2 X 4 RE-uFOISCIYs <br />• EA 2 X a STRBVGER <br />SECURE W/ad 6'-V OL. <br />up CAP <br />mN LAUN. <br />SCpBEwD <br />PER PASTENER <br />SCHEDULE <br />PRE-OftD PLOCRlO—/ <br />SYSTEM (SEE FLOOR <br />MAMBO SWEET) <br />NOTE <br />STAIRS FIBERS TO GONPORI'1 TO POOR <br />1T4 EDITION (2020) <br />Ml TREAD -ID' MAX REER•1 8/4' <br />STAIR DATA: <br />W*' MAX VARIATION IN <br />POW 6 1$2' <br />RSER&/RREADS ADJACENT TO EACH <br />14 TREADS • <br />OTHER 3W MAX VARIATION IN ANY <br />ID'. I' NOSING <br />RISSIVIREAD HANDRAIL CNCW.AIR: <br />CROSS SECTION DIA TO M 1 1/4' -V4' <br />OR PROVIDE EOWIVALENT <br />WFASPABILIIY WINDERS- MIN. 6' WIDE • <br />NARROW END MIN. IP WIDTH • a' PROM <br />NARROW END 34' MIN. HANDRAIL HGT. <br />STAIR SECTION <br />B SCALE:1/2'•I'-C' <br />Narp, <br />'ENCLOSED ACCESSIBLE SPACE UNDER <br />STAIR& SHALL HAVE WALLS, UND6! <br />STAIR SURFACE AND ANY SOFFITS <br />PROTECTED ON THE ENCLOSED SIDE <br />WITH 1W GYP'61P1 BOARDS, POOR 302I. <br />1 1/2" <br />MIN, - <br />HANDRAIL a 36' <br />V 2X4 RE-INFJRCING <br />THE CLEAR SPACE BETWEEN <br />THE HANDRAIL AND THE WALL <br />SHALL BE NO LESS THAN 1 1/2' <br />AS PER FSCR R3I1.1.82 <br />NOTE: <br />HANDRAIL ENDS SHALL SE <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 I#'c 2' OR A NONCIRCULAR CROSS SECTION WITH A <br />PERIMETER DIMENSION OF AT LEAST 4' SUT 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 1/8'. <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 16018.1 / F.B.G. 2020 <br />HANDRAIL SECTION <br />C scALE: s/4'.1,_®3/4'•1'-®' <br />ALE; 1/2DADR..DTL. <br />NOTE: HEADER FINISH TO BE PER <br />COMMUNITY STANDARDS <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32780 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />L AA #: 0003326 J <br />1 <br />cc <br />114 <br />s <br />E <br />p <br />F <br />a AB�BOT� <br />PARK <br />LOT #12 <br />BLK #9 <br />PROJECT# <br />04181.000-12091 <br />MODEL- <br />4EHB <br />"2605— HAYDEN" <br />GARAGE swn4G: <br />RIGHT <br />PAGE: <br />FLOOR PLAN <br />SECTIONS / <br />DETAILS <br />60 MPH W. <br />IF <br />BCAL.E: 1/4"=1'-0" <br />A1A <br />