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DEL. <br />TOP <br />PLATE O <br />m <br />BAR <br />DETAIL <br />A SCALE: 1/4'-]'-0' <br />OLCH DTL. <br />E:1/2 . I'-0' <br />AH U I ISECURE TREADS /31g 3' 8 � `2'OLAYERS <br />Z� EIS OF PLYWOOD/4 SM <br />BTPoNGER UNTM7EADED SHANC \FLOOR MATERIAL RIPE FOR <br />TO EXTEND 5EYOND THIC"E88 SOLID NAILNG <br />OF SUC-FLOOR SHEATHING <br />/ I <br />/ <br />42' W. U2 <br />UAALL Ul/ <br />3/4' KJ / <br />CAP <br />I'MAX <br />NosIN� <br />PLATE <br />/ <br />/ <br />n <br />I <br />nN. <br />/ <br />STOR. <br />Qw <br />_ <br />/' <br />/ 3-2x0 6YP R <br />aX4 S <br />REsr CED UVlx4 BPF <br />E a <br />/ <br />WY <br />UI.OM E 44 OF <br />OR vE <br />0 <br />/ <br />-40V NILAR <br />PL-400 OR 8R11LARE . <br />m <br />EA HORIZONTAL 04N <br />2 X 4 RE-INFORCU'Y <br />/ <br />• EA 2 X 12 STRINGER <br />SECURE W/12d 6'-8' O.C. <br />/ <br />2X4 ATFAC *3> UV Red <br />MASONRY NAILS . 2X4 P.T. <br />SLEEPER INTO SLAB WITHIN 8' <br />OF EACH DO, 32' O.C. MAX <br />42' H. HALF WALL <br />UV CAP <br />3/4' T4G"FLOOR <br />GLUED 4 BCRELLED <br />PER FASTENER <br />DLNEDULE <br />FLR TFAISSES <br />V-8' BR& W-T. HANDRAIL • 36' <br />W/ 2X4 RE-IPEOF <br />CLEAR SPACE BETWEEN <br />HANDRAIL AND THE WALL <br />:LL BE NO LESS THAN 1 1/2' <br />PER FBCR R311.I82 <br />STAIRS RISERS TO COWOI4M TO FECR 6TN <br />EDITION (20rl) <br />STAIR DATA: <br />MK TREAD-W MAx RISER•1 3/4' 3/16' <br />*R • -1.54' <br />MAX VARIATION IN R18E14:6rtREADB <br />15 TREADS • <br />ADJACENT to EACH OCHER are• MAx <br />10'• I' NOSING <br />VARIATION IN ANY RISER/TREAD HANDRAIL <br />CIRCULAR CRON SECTION D1A. TO SE 13/4' <br />.-1/4' OR PROVIDE EOIIiVALENT <br />GR4SPABILITI' WINDERS- MR 6' WIDE <br />NARROW END MR "'WIDTH • I2' FROM <br />NARROW END 34' MR HANDRAIL W.T. <br />NOTE: <br />NOTE, <br />I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />-ENCLOSED ACCES61BLE SPACE UNDER <br />STAIRS SHALL HAVE WALLS. UNDER STAIR <br />DIAMETER OF 14'1 2' OR A NONCIRCULAR CROSS SECTION WITH A <br />SURFACE AND ANY 6OFFrr6 PROTECTED ON <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND <br />THE ENCLOSED SIDE WITH 1/2• GYPSU'1 <br />SOAaeDB. 302.T. <br />FECR <br />A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES <br />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 />0'-0' FIN. FLR. <br />DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE <br />SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />STRESSES- PER SECTION 160-18.1 / F.B.G. (2011) 6th EDITION. <br />STAIR SECTION <br />C SCALE: V2•.I•_0• <br />HANDRAIL SECTION <br />1441 Ni RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />54 <br />d) <br />v <br />0 <br />h <br />0 <br />F <br />4S� <br />mm <br />lAh <br />3UHDIV. 8e I.OT: <br />SILVERADO <br />LOT 3 <br />BLK 11 <br />PROJECT# <br />04128.001-03111 <br />MODEL- <br />4EHB <br />"2605- HAYDEN" <br />GARAGE SIVMG: <br />RIGHT <br />PAGE: <br />FLOOR PLAN <br />SECTIONS / <br />DETAILS <br />150 MPH EXP. B <br />DATE: 08/16/18 <br />SCALE: 1/4"=1'—O" <br />SHEET <br />At <br />