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C <br />DEL. <br />TOP <br />PLATE 0 <br />m <br />CAA--)�BAR DETAIL <br />SCALE, 1/2'.I'-V <br />ARCH DTI. <br />B SCALE: LE <br />42' HI HALF WALL—' <br />CAP <br />(2) LAYERS OF 3/4' PLYWOOD <br />SEOUEE TREAD6 TO aTRhmm <br />3/4' T40 SUB FLOOR <br />OR (2) LAYERS OF 3/4' SUD <br />UUK3)9 3' SOM M • EA <br />AHU <br />GLUED N aQEWED <br />FLOOR MATERIAL RIPS FOR <br />STRNOER UNTMiEADVV SFIIII <br />PER FASTENER <br />SOLID NAILMG <br />TO EXTEND BEYOND TNICpISS <br />BCHEOULE <br />OF SUS -BOOR SHEATHN6 <br />10'-0 3/4' 2ND FIN. FLR <br />D <br />\ <br />V-S' DIECs. NCsT. y \ <br />1 \ <br />`^e-er+uv \ <br />FLOORING SYSTEM <br />(SEE FLOOR <br />\ <br />PRAMMG SHEET) <br />\ <br />\ /4' IQCK <br />Nam <br />\ PLATE <br />STAIRS RISERS TO CONFON4 TO POOR 6TH <br />1V, <br />\ <br />MIITICH Own) <br />STAIR: DATA: <br />MM <br />MIN. TREAD.10' MAX. RMER.T 3/4' lAr <br />\ <br />MAX VARIATION N RMEUSRIKADa <br />ADJACENT TO EACH OTM 3/O' MAX <br />VARIATION IN ANY RMER/TREHANDRAIL <br />]ORD TREAS s <br />\ <br />S T O R <br />CIRCULAR CROSS SECTION DIA TO of 1 VW <br />�'� I' NOSMG <br />.AD <br />\ <br />-1/4'OR PROMO! EOLIVALENT <br />GRASPAMILITY URDEM- MN W UIIDC • <br />3.2x12 SYP STRNSER <br />NARROW 00 MN. ll' WDTH • D' FROM <br />REOFORCED U2X4 OFF <br />NARROW END 34' MM HANDRAIL HST. <br />W COHT. DEAD OF <br />alb -FLOOR ADHEGNE <br />PL-400 OR GIMILARE • <br />EA HORIZONTAL MIN <br />'ENCLACCESSIBLE SPACE UNDER <br />STAIRS SHALL NAVE WALLS, UNDER STAIR <br />SURFACE AND ANY SOFFITS PROTECTED ON <br />2 4 � IN <br />THE ENCLOSED SIDE UXTH 14' GYPMl9 <br />S� <br />BOARDS. FBCR 3021. <br />SECURE W061 6'-6. O.C. <br />STAIR SECTION <br />C SCALE, 1/Z'.I'-®• <br />0 <br />THE CLEAR SPACE 5ETWEEN <br />1 1/2' THE HANDRAIL AND THE WALL <br />MIN. SHALL 5E NO LESS THAN 1 1/2' <br />HANDRAIL 6 36' AS PER F5CR R311.1.8.2 <br />V 2X4 RE WORCC NIG <br />42' k IR <br />NOTE: <br />L av <br />HANDRAIL ENDS SHALL BE <br />-FI06W. <br />CAP <br />RETURNED TO THE WALL OR <br />TERMINATE INTO A NEWEL <br />POST. <br />NOTE: <br />1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTICNd WITH A <br />DIAMETER OF Ii't 2' OR A NONCIRC:ULAR CROSS SECTION WITH A <br />EAlrlrA.04EDkLW.1'.hd <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1,'4' AND <br />A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES <br />SHALL HAVE A MINIMUM RADIUS OF 1/S'. <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 Chi THE <br />MASONRY NAILS. 2X4 P.T. <br />SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />SLEEPER MTO SLAB WITNN 6' <br />OF EACH ED, 32' OG. MAX <br />STRESSES- PER SECTION 1601.8.1 / F.B.C. 2011 <br />0HANDRAIL SECTION <br />D SCALE, 3/4'.I'-0' <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-774-4078 <br />www.abdosigngroup.com <br />AA #: 0003328 <br />k <br />Y <br />19vsDIV. ae LOT <br />SILVERADO <br />LOT #29 <br />BLK #18 <br />1pit0imcTif04128.00-29181 <br />MODMIA <br />4EHB <br />"2605-HAYDEN" <br />GARAGE 9WWG: <br />RIGHT <br />PAGE: <br />FLOOR PLAN <br />SECTIONS / <br />DETAILS <br />150 H EA B <br />