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(2) <br />AHU <br />� Teaw*aRA1 <br />6TRMfaK U:n4w-v D SHANK <br />TO EXTEND BEYOND THme" <br />OF SUB -FLOOR SHEATHING <br />i C <br />/ I <br />42' H. V2 <br />WALL W/ <br />Q <br />CAP <br />Q <br />W <br />!/4' <br />x <br />F <br />I' MAX. <br />L Qm <br />NOSING <br />�d <br />0 <br />J <br />C 1_4 0 <br />DBL. <br />TOP <br />PLATE 9 _ <br />rtm <br />BAR DETAIL <br />A SCALE:IlY"1'-0. <br />// I I <br />—2X4 ATTACHED V Nkl <br />MASONRY NAILS • 2X4 P.T. <br />SLEEPER INTO SLAB WITHIN 6• <br />OF EACH END. 32' O.C. MAX. <br />SOLID NAILING <br />/ <br />ST0R. <br />3.2x12 eYP sn"cER <br />REIMORCED WQX4 8PF <br />SVCONT. BEAD OF <br />w-R.00R ADHESIVE <br />PL-400 OR SSTILAW • <br />EA HORIZONTAL ON <br />2 X 4 RE-RVRG iOING <br />•EA2 X 12 eT1104M <br />6ECUM QWd W-r Or- <br />HALF WALL <br />W/ CAP <br />W.C. <br />3/4' TOG SUB PLOOR <br />GLAD 4 SCIIEIRD <br />PER FASTENER <br />6CHEDULE <br />LAUN. <br />NANDR <br />W/ 2X4 <br />THE CLEAR SPACE BETWEEN <br />THE HANDRAIL AND THE WALL <br />SHALL BE NO LESS THAN 1 1/2' <br />AS PER FBCR R311.1.8.2 <br />Me <br />9sPLOOFUNGJ <br />LL- <br />SYS-TR o R oOR <br />NOTE: <br />PRAMIN3 EST/ <br />tlQM <br />HANDRAIL ENDS SHALL BE <br />STAIRS IWSERS TO COWOW TO POOR <br />6T14 EDITION (20n) <br />RETURNED TO THE WALL OR <br />BTA.— DATA: <br />MN TREAD-W' MAX RISER-1 a/4' <br />TERMINATE INTO A NEWEL <br />1; • 1b2' <br />!/16' MAX VAMATM N <br />RIeERS/nmADG ADJACENT TO EACH <br />POST. <br />6 <br />14 TREj=, <br />OTHER S/6' MAX. VARIATION IN ANY <br />NOSING <br />ItlSERAMAD HANDRAIL CIRCULAR <br />CROSS eECT1O1 DIA TO BE 1 V4' .1/4' <br />141 <br />OR F4111DVIDE EGWIVALEIT <br />GRA6PA0ILITY WNDERS- MIN. 6' WIDE • <br />NARROW END MIN, IV WIDTH • n• FROM <br />NOTE: <br />NARROS DO 314' MN HANDRAIL HOT. <br />1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />DIAMETER OF 1#'t 2' OR A NONCIRCULAR GROSS SECTION WITH A <br />-UNCLOGIRD ACCROSIBLE SPACE UNDER <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND <br />STARRS &HALL HAVE WALLS, UNDER <br />A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES <br />6TAIR 81AND ANY S <br />SHALL HAVE A MINIMUM RADIUS OF 1/8'. <br />PROTECTEDON THE ENCLOSEDSIDE S <br />W TN V2' GYPSUM BOARDS. FROM 3D2.'I. <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 />off-V FIN. FLR <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. 2011 <br />i)STAIR SECTION <br />Et I/2*-V-V' <br />HANDRAIL SECTION <br />C <br />i441 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH: 407-774.8078 <br />FAX: 407-774-4078 <br />www.abdesigngfoup.com <br />AA N: 0003325 A <br />t <br />y <br />aVHaIV. & LOT <br />ABBOTT PARK <br />LOT #11 <br />BLK. #8 <br />PROJECTT� <br />04181.000— 1081 <br />UODELc <br />4EHB <br />"2605- HAYDEN" <br />GARAGE 8VnN0: <br />RIGHT <br />PAGE: <br />FLOOR PLAN <br />SECTIONS <br />& DETAILS <br />160 MPH EXP. <br />D TZ 6/15/20 <br />SCALE: 1/4"=1'-0" <br />B*Em a' <br />A1A <br />