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14ANDRAIL 0 3(o' <br />W/ 2X4 IRE _ IW-OR <br />4 -2' <br />EGRE <br />(2) 3052 - SW <br />UPSTAIRS <br />1.4 LIVIN <br />Wl'k CHASE—, 9'-V* CLC.. <br />D15L STUD <br />5 -a, 3 -1 <br />241" 11 -4' <br />[' EMU. <br />6i 'rAV. LAV.t <br />0' <br />v <br />THE CLEAR SPACE BETWEEN <br />THE HANDRAIL AND THE WALL ioi <br />SHALL BE NO LESS THAN 1 1/2' <br />AS PER FBCR R3111Z2 <br />Ilk/ <br />:r <br />2 <br />NOTE: <br />1. HANDRAIL5 SHALL HAVE EITHER A CIRCULAR CROSS 5ECTIC <br />DIAMETER OF li't 2' OR A NONCIRCULAR CROSS SECTION WITH <br />PERIMETER DIMENSION Or AT LEAST 4' BUT NOT MORE THAN 6 <br />A LARGEST CROSS SECTION DIMENE71ON NOT EXCEEDING 2 1/4' <br />SHALL PAVE A MINIMUM RADIUS OF 1/8'. <br />2. THIS RAILING SYSTEM Iry DESIGNED TO RESIST A LOAD OF 5 <br />FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN At, <br />DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATIOI, <br />SAFEGUARD, WWICWEVER CONDITION PRODUCES THE MAXIMUM <br />STRESSE5- PER SECTION 1601,15.1 / F.B.C. 2014 <br />6�DHANDRAIL DETAIL <br />ID <br />Lf 0 -1 'l <br />2 - 4'�j4 <br />4-4 3-01 <br />4X4 POST <br />VAL! <br />(2) 3052-$W <br />i a-0 <br />--A2' W. HALF UALL <br />uj/ CAP <br />SECURE TREADS TO STRW.ER (2) LAYERS OF /A FL <br />LLV(BM 5 OF <br />AHU v'k6LcNll=w OR(2)LAYERS3 3/4' 5M 5/4' T�. 61-18, FLOOR <br />SrOR <br />m FLOOR MATERIAL RIP GLUED 4 SCREUED <br />TO EXTEND lbeyoi;�Z:c\ 710 NAILIW. PER FASTENER <br />OF SLIS-KOOR SWEATWING. SCI-ECULE <br />42' W. V2 <br />WALL UV <br />3/4'Kill <br />CAP <br />�AX. PLATE <br />MINL'V <br />STOR. <br />--3-2x?2 6YP STIRW31!!* <br />RENFORMED W12X4 OPF <br />UPCONT. BEAD OF <br />am -FLOOR ADWESIYE <br />PL.400 OR SIMILAwE <br />EA HORIZONTAL IRIJN <br />L C) <br />2 X 4 RE - INFORCW. <br />* EA 2 X 12 STIQIW.ER <br />SECLIRE WA24 6'-S' Or- <br />E— <br />KA A?TAC�Iffl> 1V 110d <br />MASONRY NAIL6 0 2X4 P.T. <br />SLEEPER INTO SLAB UT"IN S' <br />OF EACH END, 32' OC. MAX <br />0-0 3/4'2NO FIN. FLP- <br />S'-5' 5W.. W.T. <br />PFS-Ews. <br />FLR. TIRLISSES <br />STAIRS MSERS TO O�NFORM TO FBCR 5TW <br />STAIR DATA: <br />EDITION (20M) <br />M TREAD-10' MAX ROM. 1 3/4' 3/16' <br />*R * 154' <br />MAX VARIATION IN RISE*bMIMADS <br />15 TWADS I <br />ADJACENT TO EACW,OTWElt 3/6' MAX <br />10'. V NOSIw. <br />VAIRIATION IN ANY R SER/nItEAD HANDRAIL <br />CIRMLAR CROSS SECTION DIA TO BE 13/4' <br />-1/4'OFt PROvtDE E=IvALENT <br />UWASPABILITY UANDEpits- MIN. 61 UNDE a <br />NARROW END MIN. 11' WIDTH . 12' FROM <br />NAJUROW END 34' MINI. HANDRAIL WzT. <br />NOTE; <br />-ENCLOSED ACCESSIBLE SPACE LINDER <br />STAIRS SHALL 14AVE WALLS, LINDER STAIR <br />SLINFACE AND ANY SOFFITS PROTECTED ON <br />THE ENCLOSED SIDE WIT14 1/2' GYPSUM <br />BOARD6. FSCR WIL22 <br />V-0- FIN, FLR- <br />4 -2' <br />CHASE <br />1p.gkil <br />1112 <br />05L STUD <br />-4. <br />a <br />42' W. WALF <br />UWALL C <br />v UILN- <br />A <br />I OFT. OPT. I <br />I D. ii uk I <br />CLP. 1. F, I L- STAIR DAT <br />e -O't- 16 RISERS * 1.54, <br />15 TREAD 0 10' <br />3-SW -I' NOSIWS <br />22x3(b <br />ACCESS '3 -a' <br />ATTIC <br />0. lr_ <br />4X4 POST <br />CLr.. OWNER'S <br />SUIT <br />2 2 <br />d) J <br />CIL <br />ECOMSS <br />-4' 7 <br />-0' <br />a 0 <br />3s -a, <br />E65M <br />SECOND FLOOR PLAN <br />NOTE: <br />2-8 LOLIV� DOOR U)/ AIR WANDLER ON METAL STAND OR 2-8 SOLID <br />DOOR LU/ RETUR04 PLENUM AND RETUW AIR C.RILLE <br />�j <br />A R C N I T I C T SN <br />6 <br />G r Zno&, <br />'ijn <br />ouispO. a. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FIL 32750 <br />PH: 407-7741SO78 <br />FAK 407-7144078 <br />www.abdeslgngmp com <br />AA t 000332;* " <br />_j <br />11i <br />SILVERADO <br />LOT 30 <br />BLK 6 <br />raoinc@r# <br />04128.000-03061 <br />jwT%lm. <br />4EHI3 <br />"2605-HAYDEN" <br />GARAGN BVING' <br />RIGHT <br />PA01h <br />SECOND <br />FLOOR <br />PLAN <br />%,,150 MPH EsXP. B_j <br />"mf"%Y-ug:x,� m- WATRU-M-Mmi <br />1) A'j <br />F-PRINT <br />DATIb 11/09/17 <br />OCAIM 1/4"=1'-0" <br />A <br />