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14. NNALF WALL <br />SEOum TREADS TO 6TmNwR <br />(2) LAYERS OF 3/4' PLYWOOD <br />av CAP <br />AH U <br />WK316 9' SCREWS • EA <br />OR 121 LAYERS OF 3/4' GIGS <br />3/4' TNCa BUD FLOOR <br />STRINGER WTHREADED SHANK <br />FLOOR MATERIAL RIPS FOR <br />GLUED N 6CPSSIIED <br />TO EJfTlF1D DEYOND THk'a0l68 <br />SOLID NAILMG <br />PER FASTENER <br />of euD-FLooR SHEATHING <br />6c44evu.e <br />10'-0 3/4' 2ND FIN. FLR <br />THE CLEAR SPACE BETWEEN <br />/ D <br />1 1/2' <br />THE HANDRAIL AND THE WALL <br />I <br />/ <br />MIN. <br />SHALL BE NO LESS THAN 1 1/2' <br />_ _ <br />8'-8' EHYa. HGT. <br />HANDRAIL • 36' <br />AS PER FBCR R311.1.82 <br />W/ 2k4 RE IPFORGwx <br />/ <br />42' FI. 1/2 <br />KICK / <br />STNOTEAIRS RISERS TO CCWORM TO FEGR 6TH <br />WALL UY <br />GAP <br />I'MAx. <br />NOSI <br />PLATE <br />L <br />/ <br />STAIR DATA: <br />EDITION non/ <br />MM. TREAD•10' MAX. RIBER•1 3/4' 3/l6• <br />61 <br />0' <br />/ <br />IbR • 1.54' <br />MAX. VARIATION IN RISER6/TREAD6 <br />_ <br />m <br />15 TREADS • <br />10'« I' NOSINCa <br />VARIATADJION IN ANY RIT TO BAC14 �BERRIFEAD HANDRAIL <br />Q <br />' S T 0 R. <br />CIRCULAR CROSS SECTION DIA TO Be 13/4' <br />-V4' A PROVIDE WINDERS- IK <br />GRASPA UENDERP- MIL WIDE <br />41 <br />p <br />/ <br />NARROW END MIN. II' WDTN . O' FROM <br />END ' <br />O <br />Q �Iyy <br />/ 3-2a <br />NARROW W40 34' MIN. HANDRAIL NOT. <br />/ <br />�U2XX4 SPFR <br />NOTE: <br />OF <br />1. HANDRAILS $HALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />m <br />u <br />/ <br />SUD4-L A� VVE <br />PL-400 OR 61MILARE • <br />ENC-06ED ACCES615LE SPACE UNDER <br />STAIRS SHALL HAVE WALL&, UNDER STAIR <br />DIAMETER OF Ij't 2' OR A NONCIRCULAR CROSS SECTION WITH A <br />DIM. VARIE5 <br />��m <br />/ <br />EA NORIZONTAL RIN <br />SURFACE AND ANY SOFFITS PROTECTED ON <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 I/4' AND <br />--� <br />i <br />THE ENCLOSED BIDE WITH 1/2, GYPOLM <br />00ARDS. FDCR 302.11 <br />A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES <br />• EA XX M STRl R <br />SHALL HAVE A MINIMUM RADIUS OF 1/8', <br />DBL. <br />SECURE umd 6'-9' OL. <br />TOP <br />/ <br />2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF <br />PLATE <br />u <br />/ <br />FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY <br />A <br />0'-0' FIN. FLR <br />DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE <br />2X4 ATTACI60 W/ Wd <br />MASONRY NAILS • 2X4 P.T. <br />SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />SLEEPER INTO 6LAD WITHIN 6' <br />STRESSES- PER SECTION 1601.8.1 / F$.C. (2011) bih EDITION. <br />OF EACH END. 32. = MAX. <br />BAR <br />ADETAIL <br />&GALE: i/4'•I'-0' <br />,,)ARARCH DTL. <br />CH <br />SCALE: 1/2 a I'-0' <br />STAIR SECTION <br />D SC <br />HANDRAIL SECTION <br />ALE: 3/4' a I'-0' <br />1441 N. RONALDREAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAK 407-774.4078 <br />www.abdosigngroup.com <br />AA M. 0003325 <br />q <br />w <br />0 <br />A <br />a <br />Z <br />stmDIV. a I.OT <br />SILVERADO <br />LOT 6 <br />BLK 12 <br />PROJECT# <br />041 8.001-06121 <br />MODEL <br />4EHB <br />"2605- HAYDEN" <br />GARAGE SV#MG: <br />RIGHT <br />PAGE: <br />FLOOR PLAN <br />SECTIONS / <br />DETAILS <br />150 MPH EXP. B <br />8 <br />DAq�•E, 09/16/18 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />Al <br />