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9 <br />I <br />It <br />DDL. <br />TOP <br />PLATE A <br />i<1 <br />,BAR DETAIL <br />BCALE:IR'.I' <br />3/4' TNG SUB ROOK <br />GLUED 4 61:410Um PER <br />FASTW R SC44UX @ — <br />9'-4 3/4' 2ND FIN. FLR 1- <br />8'-0' 5W' HST. <br />PRE-0410 PLOORM SYSTEM <br />(BEE MC OR FRAMMG 6FlET) --� <br />PIREST'OPPMG SMALL OE <br />V2' GYP. <br />METALLED M CONCEALED <br />BOARD — <br />SPACES BETWJW STAIR <br />ST111114SKM AT LEAST ONCE N THE <br />MIDDLE OF EACH RN AT TM TOP <br />AND BOTTOM AND BETU MN STUDS <br />-ENCLOSED <br />ALONG MG INLME WTN <br />ADJACEW RN OP STAIRS OP THE <br />ACCE881BLE <br />RN PER PBCR 201L iTH EDITION <br />SPACE UNDER <br />R302J1 MATERIAL FOR <br />STAIRS SHALL <br />FIRSBLOCKM SHALL C WOR'T <br />HAVE WALLS. <br />TO P SCR 20n. 6TH EDITION R302JU <br />UNDER STAIR <br />SIAIWACE AND <br />ANY SOP PITS <br />PROTECTED <br />ON THE <br />ENCLOSED <br />SIDE UNTH 1,12' <br />GYP8U'I <br />BOARDS <br />STAIR DATA: <br />ISR • �52' <br />14 TREADS i 10.. 1' N081NG <br />(2J LATEIM OP 3/4' PLYUWPOD OR <br />(2) LA= OF 3/4' SUB OR FLO <br />MATERIAL RIPS FOR SOLID MAIL MG <br />CONTNUOUS <br />MA40RAIL <br />\ <br />I <br />� <br />W4' KICK PLATE <br />10, <br />MIN. <br />\ <br />I' MAX. <br />NOSING <br />2 <br />� <br />a <br />DRAFT <br />N wTOFTG <br />\ <br />J 2TRNGERSP <br />S <br />2 X 4 RE-R'!OIlGINGGE• <br />EA. 2 X 12 STRINR <br />so .. UWd 61-8' O.C. <br />- <br />0'-0' FIN. FLR FOCR R302.T <br />SRIGERS TO CQR'I IOTO PISM 6TH EDITION (20n) <br />MM. TREAD.10' MAX RISER.T 3/4. 3AW MAX VARIATION M R 166RSRREADB <br />ADJACENT TO EACH OTHER 3/6' MAX. VARIATION M ANY RtlSERRRBAD <br />HANDRAIL CIRCULAR CR06b SECTION PIA TO BE I V4' «114. OR PROVIDE <br />EOLIVALENT GRA6PABILITY W AIRS- MN. W AIDE • NARROW END KK U' <br />UPTN • O' Re01'7 NARROW END 3W MM. HANDRAIL HST. <br />STAIR SECTION <br />B BCALE. 1/2*-1'-0' <br />HE CLEAR SPACE BN <br />III= I i/y' III —THE HANDRAIL AND THE14E WALL <br />ALL <br />MIN. SHALL ISE NO LESS THAN 1 1/2' <br />HANDRAIL • 36' AS PER F5CR R311.'18.2 <br />W/ 2X4 RE-INFORCING <br />NOTE: <br />HANDRAIL ENDS SHALL 5E <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 1}'s 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 LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 114'. 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 FOUNDS APPLIED IN ANY <br />DIRECTION AT THE TOP OF SUCH 5ARRIERS AT ANY LOCATION ON THE <br />SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />STRESSES- PER SECTION 1601.0.1 / F.B.C. 2011 <br />�ANDRAIL SECTION <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-774,6078 <br />FAX: 407-7744078 <br />wwwAbdosigngroup.com <br />AA S: 0003325 <br />SIC <br />a <br />MOM <br />ABBBOTT <br />LOT #11 <br />BLK #10 <br />P1tOJ.CTp <br />4181. 0-1 101 <br />MODEIA <br />3EFB <br />"2447-ROBIE" <br />GARAGE SVfMC: <br />RIGHT <br />PAGE: <br />FLOOR PLAN <br />DETAILS <br />60 MPH EXP. <br />b <br />DATE 03/13/20 <br />DCAXX:I/4" 1'-0' <br />a>KEET <br />A1A <br />