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D6L. <br />TOP <br />PLATE 0 <br />M <br />ADBAR DETAIL <br />A SCALE. 1/2•.1'-0- <br />9 <br />9 <br />DIM. VARIES <br />DTL. <br />(,)ARCH <br />SCALE, 1/2'.I'-V' <br />—42' K HALF WALL <br />All <br />T T SECURE TREADO TO STRINSER (2) LAYERS OF 5/4' PLYYIOOD � O� <br />1 j �,J UK)PS )• SCREW! � EA OR (2) LAYERS OF 31W SUE, AM• T40 SM R.00R <br />TO CXTEDD DEYDICIO�Ef6 FLOOR HATERSOLB�NAILNGFOR ION FASTOER <br />SCNEDW.E GLUED A REWED <br />OP SUD-PLOOR SDEATMING /i <br />/ <br />V <br />/ <br />42' M. W <br />WALL UN <br />8/1' K / <br />CAP <br />I A x. PLATE / <br />STOR. <br />1Y <br />/ 3-2xy Syr BTRNGER <br />L <br />W(CONT.EEAD OF <br />/ SUID-FLOOR ADFENV! <br />J • <br />(p�. - •� <br />m <br />FL-400 OR SMLARE 4 <br />/ EA HORIZONTAL RUN <br />a <br />2 X 4 RE-RFORCNd. <br />/ <br />• EA 2 X 12 STRINGER <br />/ <br />SECURE W12d •'-V OC. <br />OF EACH EDD, 32' OL MAX <br />ISR3. bIGT. <br />FL R T'R786E- 6 <br />STTAAM RISERS TO 0"ORM TO PecR &TM <br />EDITION (20n) <br />STAIR DATA: <br />MK TREAD.10' MAX-R18ER.1 3/4' 1116' <br />16R • 1.54- <br />MAX VARIATION N MOSPOAMADS <br />15 TREADS 0 <br />AO.IA"NT TO EACF4 OTWER SW MAX <br />10'. 1' NOSING <br />VARIATION N ANY RMIRRREAD NANDRAIL <br />GRWLAR CROSS SECTION DIA. TO W 1 3(4' <br />V4. OR P'RDNDE EQUIVALENT <br />GRAWASILITY WINDEISS- MIN S• WDE . <br />NARROW O'D MSL IP WDTM • C' PROM <br />NARROW END 34' MRL WINDRAIL MST. <br />GNCLOSED ACCES&DLE SPACE UNDER <br />STAIRS SHALL NAVE WALLS, UDDER STAIR <br />SURFACE AND ANY SOFFITS PROTECTED ON <br />THE ENCLOSED SIDE UTM IR' GYP&JM <br />EIOARDS. MX R 30.1. <br />STAIR SECTION <br />C SCALE: V2'•I'-0' <br />THE CLEAR SPACE BETWEEN <br />1 1/2' THE HANDRAIL AND THE WALL <br />MIN. SHALL BE NO LESS THAN 1 1/2' <br />kMMIL • 36' AS PER FBCR R3111.82 <br />W/ 2X4 RE-IPFORGRrG <br />NOTE: <br />HANDRAIL ENDS SHALL BE <br />RETURNED TO THE WALL OR <br />TERMINATE INTO A NEWEL <br />POST. <br />NOTE: <br />1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />DIAMETER OF 14•t 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 LARmEST CROSS SECTION DIMENSION NOT EXCEEDING 2 I/4'. EDGES <br />SHALL HAVE A MINIMUM RADIUS OF 1/0'. <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 16016.1 / F.B.G. 2011 <br />HANDRAIL SECTION <br />D SCALES 1'-0. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-7744078 <br />FAX: 407-774.407E <br />www.abdesWngroup.com <br />AA 5: 0003325 <br />oNo <br />a <br />sLTDDIV. a LOT. <br />SILVERADO <br />LOT #55 <br />BLK. #6 <br />PIEOJMCT <br />4 0 - 5061 <br />MOIDSU <br />4EHB <br />"2605—HAYDEN" <br />OARAOX 8VFU40S <br />RIGHT <br />PAGZ: <br />FLOOR PLAN <br />SECTIONS <br />& DETAILS <br />150 MPH EXP. B <br />