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42- K HALF WALL— \\ <br />0 CAP (2) LAYERS OF 3/4' PLYWOOD SECURE TIRADE TO STRlY#R <br />3/4' T40 SUB FLOOR OR(2)LAYERS OF 3/4' 8U6 WT318 3' SCRIMS • EA <br />GLUED 3 FLOOR MATERIAL RIPS FOR78TINIS&M , WTIARADED 6144NC <br />PER PAOT8ER SOLID NAILING TO EXTEND BEYOND TNICOMM <br />BLIEOULE \\ OF EUB-FLOOR ENEATWM <br />10'-0 3/4' 2ND FIN. RR <br />V-8' BIG. HGT. <br />\ <br />\ <br />FLOORMKSYSTEM(SEE FLOOR \ <br />F'RAMMG SWEET) <br />\ <br />\ 4' KICK <br />Nam, <br />\ PLATE <br />1' M <br />® <br />STAIRS RSERS TO CQNFOW TO POOR 61N <br />EDITION <br />1. <br />\ <br />(201T) <br />MSL TREAD.W MAX. RSER.T 3/4' 3/R6' <br />STAIR DATA: <br />\ MM. <br />a4ij <br />Z <br />Q <br />MAX VARIATION IN NSERS/TREADS <br />ARaUCENT TO EACH ORER 3/8' MAX <br />VARATION N ANY IRAD ARL <br />i6R • l54' <br />I5 TREADS • <br />S T O R <br />J <br />d <br />ECrk; <br />CIRCIAAR CROSS SECTION DIA TO BE I V4' <br />O 86 1 <br />10•. V NOSING <br />\ <br />0 <br />(If <br />-1/4'OR PROVIDE EOUIVALER <br />GRASPABILITY UROERB- MN 6' WIDE • <br />3-2KI2 8YP ETR81f#R \ <br />Q w <br />x <br />NARROW 00 MN a' WIDTH • 12' PROM <br />A IRSFOROEelOF BR•F <br />\ � <br />L <br />NARROW ED 34' MIN. HANDRAIL HST. <br />SUB 0M AD FMVE <br />m <br />\ mJ <br />uj <br />EA• <br />IL <br />DIM. VARIES <br />NQiE= <br />EA NO ZOOWALRAM <br />\ 'ou <br />C I,_4• <br />a <br />0 <br />-ENCLOSED ACCESSIBLE SPACE UDEPN <br />` <br />* <br />�g <br />STAIRS SHALL 14AVE WALLS, UNDER STAIR <br />SURFACE AND ANY PROTECTED ON <br />2 X 4 RE-MFOR WS <br />\ <br />r <br />TOE EW4 E WITW8 <br />814E Whl V2' GYPSUI <br />• &A. 2 X 12 STRMGER <br />\ <br />RD& WISED <br />BOARD& FEICR 3041.1. <br />SECURE Ulllid 6'-8' Or - <br />DBL. <br />� <br />` <br />TOP <br />U <br />` <br />PLATE 0 <br />0'-0' FM. FLR <br />iny <br />2X4 ATTACHED UY IBd <br />MASONRY NAILS • 2X4 P.T. <br />SLEEPER INTO SLAB WITNM 8' <br />OF EACH END, 32' OC. MAX <br />BAR DETAIL <br />A SCALE: V2'•I'-0' <br />AR <br />B SCALECH DTL. <br />: IR'•i'-0' <br />STAIR SECTION <br />C SCALE: IR'.I'_0• <br />I= <br />AHU <br />THE CLEAR SPACE BETWEEN <br />1 1/2THE HANDRAIL AND THE WALL <br />MIN. SHALL BE NO LESS THAN 1 1/2' <br />HANDRAIL • 36'�AS PER FBCR R31I.182 <br />W 2X4 RE-;FORG� <br />42' N. N NOTE: <br />WALL W/ HANDRAIL ENDS SHALL BE <br />CAP RETURNED TO THE WALL OR <br />TERMINATE INTO A NEWEL <br />POST. <br />NOTE: <br />1. HANDRAILS SHALL NAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />DIAMETER OF 1#'t 2' OR A NONCIRCULAR CROSS SECTION WITH A <br />$�o PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND <br />A LARSEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES <br />x M 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 / FB C. 2011 <br />HANDRAIL SECTION <br />2441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-774N3078 <br />FAX: 407-7744078 <br />www.abdosigngroup.wm <br />AA is 0003325 <br />h <br />a <br />d <br />till <br />1. <br />SVHDTV. & LrOT <br />SILVERADO <br />LOT 26 <br />BLK 18 <br />PROJECT# <br />04128.002 26181 <br />MODELa <br />4EHB <br />"2605-HAYDEN" <br />OARAOE SVrMG: <br />LEFT <br />PAdE: <br />FLOOR PLAN <br />SECTIONS / <br />DETAILS <br />50 MPH E <br />