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AHU 1 I BECK IWNWA <br />J� <br />DBL. <br />TOP <br />PLATE 6 <br />M <br />BAR DETAIL <br />(2) LAYERS OF 3/4' PLYW00D <br />OR (2) LAYERS CIF 3/4' BUD <br />FLOOR MATERIAL RIPS FOR <br />SOLID NAILING <br />OF 81164'LOOR SHEATHNG <br />� c <br />42' H. VJ <br />WALL W/ <br />/ <br />CAP <br />PLATE <br />Q <br />]'MAX <br />NOSING <br />' d <br />STOR. <br />/ <br />/ <br />3-2xI2 8YP GTWO42M <br />/ <br />REINFORCED W/JX4 BPF <br />/ <br />WACONT. DEAD OF <br />SW4%,OOR ADWEVVE <br />PL-400 OR 81MILARE . <br />/ <br />EA HORIZONTAL RIM <br />/ <br />2 X 4 RE-INFOIRGNG <br />/ <br />• IA. 2 X 12 STR40M <br />BEGRIME WIGd S'-V OL. <br />7X4 ATTACFlo w IOd <br />MASONRY NAILS • 2X4 P.T. <br />BLEEPER INTO SI.AD U3T14IN S' <br />OF EACH END, W OC. MAX <br />HALF WALL <br />W/ CAP <br />LAUN. <br />V-4 3/4' <br />PRE -moo K OOIOJG—I' <br />BYSTEM (BEE FLOOR <br />FRAMING OMIT) <br />NQIDt <br />BTAIRS RISERS TO CONFORM TO FBCR <br />6TH EDITION (20n) <br />MIN' TREAD.10' MAX IOMM.1 3/4' <br />STAIR DATA: <br />3/1S' MAX VARIATION IN <br />15R • 1.52' <br />R18ER0/NQADO ADJACENT TO EACH <br />14 TREADS • <br />OTHER SW MAX VARIATION IN ANY <br />1' NOSING <br />RIBERRREAD HANDRAIL CIRCULAR <br />CROSS SECTION DIA TO W 1 114' a1/4' <br />OR PROVIDE RMIVALENT <br />GRABPABILITY WNDE3M- MN. S' WDE • <br />NARROW END MN. II' WIDTH • 12' PROM <br />NARNOW END W MN. HANDRAIL HST. <br />Nam, <br />-E4OL08W ACCESNDLE SPACE SEDER <br />STASIS SHALL NAVE UALL8, UNDER <br />STAIR SURFACE AND ANY SOFFITS <br />PROTECTED ON THE UNCLOSED SIDE <br />WTH I/J' GYPSUM BOARDS, PICK 302.1. <br />B STAIR OSECTION <br />THE CLEAR SPACE BETWEEN <br />1 1/2' THE HANDRAIL AND THE WALL <br />MIN.V <br />ItSHALL BE NO LESS THAN 1 1/2, <br />HANDRAIL • 36' AS PER FBCR R311.1b.2 <br />W/ 2X4 RE-INFORCIWx <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'l 2- OR A NONCIRCULAR CROSS SECTION WITH A <br />PERIMETER DIMENSION OF AT LEAST 4- BUT NOT MORE THAN 6 1/4' AND <br />A LARSEST CROSS SECTION DIMENSION NOT EXCEEDIWx 2 1/4'. EDGES <br />SHALL HAVE A MINIMUM RADIUS OF I/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 ON THE <br />SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />STRESSES- PER SECTION 1601,0.1 / F.B.C. 2011 <br />HANDRAIL SECTION <br />C SCALE:3/4'.I'-m' <br />1441 N. RONALD REAGAN BLVD <br />LONGVMD, FL 32780 <br />PH: 407-774-6078 <br />FAX: 407-774,4078 <br />www.abdosigngroup.com <br />AA k: 0003325 <br />so <br />a <br />I <br />M <br />w <br />4T <br />C <br />S <br />BVHDIV. ac SAT: <br />ABBOTT PARK <br />LOT #1 <br />BLK #15 <br />PROJMCT <br />04181.00t-01151 <br />MODa>� <br />4EHB <br />"2605- HAYDEN" <br />GARAGE 91111MG: <br />RIGHT <br />PAGE: <br />FLOOR PLAN <br />SECTIONS / <br />DETAILS <br />160 MPH EXP. C <br />VAUG <br />F-PIUNTDATE.- 08/13/20 <br />ISICALS: 1/4"=1'-0" <br />8HEXT <br />A1A <br />