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D6L. <br />TOP <br />PLATE O <br />m <br />U'AA-� <br />BAR DETAIL <br />SCALE <br />lk <br />ARCH DTL. <br />B SCALE: 1/2'•I'-V' <br />47' N. HALF WA.L <br />all CAP 0) LAYERS OF 3/4' PLYWOOD GECU E TREADS TO STRNC&A <br />��„�M.00R -� SOLID NAILING <br />I�CALFRtlPE R�TO D� AHU <br />GLUED <br />. ecReuED <br />FCR fMTDlR SOLID NAILN6 TO EXTEND R SWEA T INd. SS <br />hD'-V 3/4' 2ND PIN. FLR <br />THE CLEAR SPACE BETWEEN <br />D \ <br />1 1/2' THE HANDRAIL AND THE WALL <br />\ <br />MIN. SHALL BE NO LESS THAN 1 1/2' <br />g _g•,, HC,T, <br />HANDRAIL • 36 <br />N <br />\ <br />\ <br />W/ 2X4 RE-IPFORGNG <br />FLOO G <br />eYeTEn(on FLOOR \ <br />FRAMNd1 eNEET) <br />\ <br />NOTE: <br />4KICK \ <br />WA L 1/22 <br />C- <br />HANDRAIL ENDS SHALL BE <br />dam, <br />PLATE <br />\ <br />r MAX <br />N0 <br />uu° <br />RETURNED TO THE WALL OR <br />EETDIAA �Rt orl TO CONFORM TO POORrTN <br />\ b• <br />TERMINATE INTO A NEWEL <br />MIX TIlAD.10• MAX RISER•l 3/4' l/li' STAIR DATA: <br />MAX VARIATION N RISEaSl11lADS <br />\ MAN. <br />POST. <br />ADJACENT TO EACH OTF!" "' MAX 6 TREADS • <br />ANY NANDRAIL <br />\ <br />S T O R <br />VAaATION N MWERRIlAD Mp•� I' NOSMG <br />CIRCULAR CROSS SECTION VIA TO EE 1 V4' <br />. <br />\ <br />4 <br />•-V4' OR PROVIDE EQUIVALENT <br />SRASPADILITY WNDERS- MN. S' WIDE • <br />3-T4O S1T STRNaER \ <br />NOTE: <br />NARROW DID MN n' 001M • Q' PROM <br />NARROW END 34' MN HANDRAIL WST. <br />RENFORCED WSFf <br />OA044 OF <br />\ z <br />i. HANDRAILS SHALL HAVE EITHER A CIRCULAR GROSS SECTION WITH A <br />MVE <br />FL-4MORWILAM 0 <br />\ o W <br />0 <br />DIAMETER OF Il't 2' OR A NONCIRCULAR CROSS SECTION WITH A <br />E0 °IMIN <br />\ <br />0 <br />$�o <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 i,'4' AND <br />•&C-LOWED A 4EMBLE 6PACE UNDER <br />STAIRS SHALL NAVE WALLS, UNDER STAIR <br />\ <br />A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGED <br />SIMACE AND ANY SOFFITS PROTECTED ON <br />2 EA <br />\ <br />SHALL HAVE A MINIMUM RADIUS OF I/$'. <br />TM ENCLOSED SIDE WITH N' CsYPGIJM <br />2Rx 12 STRINGER <br />U S RING <br />\ <br />BOARD& Form 3w.l. <br />SECURE I OG <br />\ <br />2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 80 PLF <br />\ <br />FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY <br />0 -m FIN. FLR <br />DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE <br />tMAWN YN�AIL&*2X4P.T. <br />SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />SLEEPER INTO GLAD IUTNN V <br />STRESSES- PER SECTION 1601.8.1 / F.B.C. 2011 <br />OF EACH END. 32' OL. MAX <br />STAIR SECTION <br />(',-)\ SCALE, 1/2'.I' <br />HANDRAIL SECTION <br />D SCALE: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 />www.abdosigngroup.com <br />AA 8: 0003325 <br />6 <br />aUBDIV. Se LOT <br />SILVERADO <br />LOT #35 <br />BLK #18 <br />PROJECT* <br />04128.002-35181 <br />W0DEIe <br />4EHB <br />"2605- HAYDEN" <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />FLOOR PLAN <br />SECTIONS / <br />DETAILS <br />150 MPH EXP. B <br />1 <br />DATE.. 06/09/20 <br />BCALE: 1/4"=1'-0" <br />aHEET <br />A1A <br />