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C <br />DBL. <br />TOP <br />PLATE 0 <br />m <br />AR DETAIL <br />A SCALE: I/2'.I'-V <br />I <br />ARCH DTL. <br />B SCALE: 1/2'-1'-0' <br />42' K HALF WALL \\ <br />WY CAP (2) LAYERS OF 3/4' PLYWOOD SECURE TREADS TO aTRNGER <br />3/4' TtG SUB FLOOR OR (2) LAYERS OF 3/4' SUB WKSIS 3' SC,REWS • EA <br />GLUED . 6CIAEUED FLOOR MATERIAL RIM FOR/ $TRWAP% UNTHREADED SNM1C <br />PER FASTENER SOLID NAILING TO EXTEND DEYOND T14ICM066 <br />6CHEDIILE OF "-FLOOR SWEATHNG <br />V-0 3/4' 2ND FIN. FLR. <br />V-8' BRG. <br />\ <br />v <br />\ <br />\ <br />FLOORING SYSTEM <br />(SEE FLOOR \ <br />FRAMING SHEET) <br />\ <br />\ /4' KICK <br />PLATE rMAX. <br />\ � ' <br />6T�AIFIS RISERS TO C0NFOM I TO FBCR 6TI4 <br />\ 10' <br />EDITION (20n) <br />MN. TREAD•IO' MAX WSER•1 3/4' 3/16' STAIR DATA: <br />MAX VARIATF N N R16ER6/1READ8 16R • 1.g4' <br />\ MN. <br />ADJACENT TO EACH OTHER DAS' MAX 19 TREADS . <br />S T 0 <br />VARIATION N ANY RI6ER/TREAD HANDRAIL �•� I' NOBINCa <br />CIRCULAR CROB6 SECTION DIA TO BE 1 U4' <br />\ <br />pp <br />Q <br />.-114' OR PROVIDE EGJIVALENT <br />3-2x12 6YP 6TR -401 \ <br />OPAGPADILITY WANDERS- MN. 6' WIDE • <br />NARROW END MN. u' WDTW • 12' FROM <br />RE6KORBIT \ <br />NARROW END 34' MN HANDRAIL HGT. <br />. BRAD OF <br />L w <br />am -FLOOR ADHEaIVE <br />PL-400 OR SMILARE • <br />EA HORIZONTAL RiN <br />\ q <br />\ i <br />• ENCLOSED ACCESSIBLE SPACE UNDER <br />\ <br />STAIRS SHALL HAVE WALLS, UNDER STAIR <br />SURFACE AND ANY SOFFITS PROTECTED ON <br />2 RE <br />s ER <br />\ <br />THE ENCLOSED SIDE WITH 1/2' GYPSUM <br />EA 12 a <br />\ <br />BOARDS. FBCR 302.1. <br />SECURE WWI2d 6'-V O.C. <br />\ <br />\ <br />V FIN. FLR <br />2X4 ATTACHED W <br />MASONRY NAILS - 2Y 2X4 P.T. <br />SLEEPER INTO SLAB WITHIN a' <br />OF EACH END, 32' O.C. MAX <br />STAIR SECTION <br />AHU <br />HANDRAIL a 36' <br />W/ 2X4 RE-INFOR <br />42' H. 1R <br />WALL W/ <br />CAP <br />THE CLEAR SPACE BETWEEN <br />THE HANDRAIL AND THE WALL <br />SHALL BE NO LESS THAN 11/2' <br />AS PER FBCR R311.1.81 <br />NOTE: <br />HANDRAIL ENDS SHALL BE <br />RETURNED TO THE WALL OR <br />TERMINATE INTO A NEWEL <br />POST. <br />NOTE: <br />I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />�- DIAMETER OF Ii't 2' OR A NONCIRCULAR CROSS SECTION WITH A <br />$4a� PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND <br />A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES <br />m SHALL HAVE A MINIMUM RADIUS OF 1/8'. <br />2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF <br />FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY <br />DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE <br />SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />STRESSES- PER SECTION 1601.8.1 / F.B.G. 2011 <br />ANDRAIL SECTION <br />D SCALW:3/4'.I'-C' <br />3& <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 J <br />h <br />Z$ <br />SurnmI ► Ae wt <br />SILVERADO <br />LOT #43 <br />BLK #18 <br />PROJECT <br />04128.001-43181 <br />MODEL: <br />4EHB <br />"2605- HAYDEN" <br />GARAGE SUING: <br />RIGHT <br />PAGE: <br />FLOOR PLAN <br />SECTIONS / <br />DETAILS <br />150 MPH EXP. B <br />rn <br />DRINT <br />A 07/27/20 <br />SCALE: 1/4"=1'-0" <br />SiiEET <br />At <br />