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DELL. <br />TOP <br />PLATE 0 <br />m <br />BAR DETAIL <br />A SCALE: iR'.I'_0• <br />ARCH DTL. <br />(,)ARCH <br />SCl/2'.1,_0I/1'.1,_0. <br />42' H. HALF WALL— <br />\\ <br />IW `AP <br />(2) LAYERS OF 3/4' PLYWOOD <br />SECURE TREADS TO BTRNGER <br />' TK• SUM FLOOR <br />SU 3/4 <br />OR (2) LAYERS OF 3/4' 81ffi <br />UV(3)b 3' SCRER3 • EA <br />AH U <br />GLUED 4 Sclam D <br />FLOOR MATERIAL RIPE FOR <br />STRW.*K U rWREADED SWANK <br />PER <br />SOLID "LNG <br />W ONDSWEATµ2yCIOESS <br />SFASTENER <br />IE <br />OF _ND <br />10'-0 3/4' 2ND FR FLIT <br />D \ <br />8'-8' EW.* NGT. I <br />! <br />1 \ <br />LOOM SYSTEM \ \ <br />(SEE FLOOR \ <br />PRAMNG SHEET) \ <br />\ /4' IOCC <br />PLATE <br />NO <br />SSTAIIM RISERS TO COW°OMI TO PSCR 6TH <br />\ 12 <br />EDITION T20U <br />MIN. TREAD.UO' MAX RISER.T 3/4' 3/I61' STAIR DATA: <br />\ <br />\ MI <br />MAX VARIATION IN R IS .4D8 I6R l54' <br />ADJACENT TO EACH OT ER 3/e' MAX 15 TREADS • <br />S T O R <br />VARIATION N ANY RISERRREAD HANDRAIL <br />CIRCULAR CROSS SECTION T- SE 10'. I' N08MG <br />. <br />\ <br />- <br />.-V4' OR PROJIDE EOUIVALEM <br />3-2W2 SYP BTRRYaER — <br />GRASPAMILITY WINDERS- MN. 6' WIDE • <br />RE��® uU'!x4 8PF <br />NARROW END MN U' U0711 • 12' FROM <br />W/CONT. DEAD OF <br />RCU <br />NAR00 34' MRL 11MIDR.AIL W.T. <br />61161FLOOR ADHESIVE <br />I-L-400 OR SIMILARE • <br />NOTE: <br />EA HORI20NTAL Ral'1 <br />-ENCLOSED ACCESSIBLE SPACE UNDER <br />STAIRS SHALL HAY1< WALL8, UJDER STAIR <br />SURFACE AND ANY SOFFITS PROTECTED ON <br />2 X 4 RE -I FORCNG — <br />THE ENCLOSED SIDE WITH 1/2' GYPSIAI <br />• EA 2 X 12 STRNGER <br />BOARDS. POOR 3021. <br />SECURE W/12d 6'-a, O.C. <br />STAIR SECTION <br />C SCALE: V2'•I' <br />Q <br />L <br />\ m J <br />\ �u <br />\ <br />2X4 ATTACHED W! ION <br />MASONRY HAILS • 2X4 P.T. <br />BLEEPER NTO SLAM UTHIN a' <br />C: EACH END, 32' O _ MAX <br />HANDRAIL a 36' <br />W/ 2X4 RE-INFOF <br />42' H. I/2 <br />WALL V <br />CAP <br />THE CLEAR SPACE BETWEEN <br />THE HANDRAIL AND THE WALL <br />SHALL BE NO LESS THAN 1 1/2' <br />AS PER FBCR R3111B2 <br />NOTE: <br />HANDRAIL ENDS SHALL BE <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 1j'* 2' OR A NONCIRCULAR CROSS SECTION WITH A <br />$�o <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN b 1/4' AND <br />a W <br />Oim <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 I601B.1 / F.S.G. 2011 <br />HANDRAIL SECTION <br />D SGALE: 3/4'•1'-0. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />wwwabde oigroup.wm <br />AA 8: 0003325 <br />� <br />w <br />�pppg <br />kl <br />EE <br />4 <br />BLTBDIV. de LAT: <br />SILVERADO <br />LOT #64 <br />BLK. #6 <br />PROJECT# <br />04128.002-64061 <br />1[ODSL• <br />4EHB <br />"2605-HAYDEN" <br />GARAGE awngG: <br />LEFT <br />PAGE: <br />FLOOR PLAN <br />SECTIONS <br />& DETAILS <br />50 MPH EXP. <br />I <br />DAW 6/03/19 <br />9CA'LM 1/4"=1'—O" <br />SI�ET <br />Al <br />