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r <br />i <br />(2) 2XI2 WE <br />WE FRAMING <br />(3) 2X4 DLOCKIN <br />SEE FRAMW. PU <br />3/4' TOG SUB FLOOR <br />GLUED 460 <br />REUIED <br />PER FASTENER� <br />SCFEDIAE <br />9'-4 3/4' 2ND FIN. FLR... <br />8'-0' BRCS. HGT. <br />io <br />PRE-ENGb ROORW 8YSTVI <br />(SEE FLOOR FRAMING SWEET) / <br />(2) 2XS WEADENi SEE FRN"4G J <br />PLAN <br />MOM� <br />STAIRS RISERS TO CGTFORI9 TO FECR <br />TTW EDITION (MO) <br />net TREAD-W MAX. RISER-1 3/4' <br />3A6' MAX VARIATION N <br />RISER15AMADS ADJACENT TO EACH <br />OTFER 3)8' MAX VARIATION N ANY <br />RMER/71EAD HAImRAIL CIRCULAR <br />CROSS SECTION DIA TO BE 1 1/4' .-V4' <br />OR PROVIDE EQUIVALENT <br />GRA.PABILITY WINDERS- MIN. 6' WDE <br />NARROW END Mal II' WDTW • 12' FROM <br />NARROW END 34' MN. HANDRAIL Writ. <br />'BO SED ACCESSIBLE SPACE WDER <br />STAIRS SHALL HAVE WALL.. UNDER <br />STAIR SURFACE AND ANY SOFFIT. <br />PROTECTED ON TWE ENCLOSED SIDE <br />OATH V2' GYMW BOARDS. FBCR 302.1. <br />0'-0' FIN. FLR.- <br />ice* <br />DE1L. <br />TOP <br />PLATE 0 <br />M <br />BAR DETAIL <br />42' WIGW <br />WALE U Al I <br />Iw GAP <br />(2) LAYERS OF 3/4' PLYUIOOD <br />OR (2) LAYERS OF 3/4' SUB <br />FLOOR MATERIAL RIPS FOR <br />SOLID NAILING <br />SECURE TREADS TO STIOW.ER <br />WK3J0 3' SCREWS • EA <br />STRMGER, WTNREADED SHANC <br />TO EMEND BEYOND TWIC10a:86 <br />OF SUB -FLOOR SFEATNNG — <br />54 MBON G <br />M S-20 BEE <br />FRAMING FLAN <br />\ 42' R IM <br />uIALL UV <br />\ GAP <br />\ 3/4' KICK <br />\ PLATE <br />TS \ \ I' MAX <br />\ m. <br />\ MM <br />2 X 4 RE -►FORCING <br />• EA 2 X 12 STV -1 \ <br />SECURE WA2d 6 -e OG. <br />STAIR DATA: <br />15R • 1.52' <br />14 TFMA S <br />3-2XI2 SYP STRM R \ <br />NIG <br />REINFORCED UVAX4 SPF \ <br />W)CONT. DEAD OF <br />\ <br />SIB -BOOR ADHESIVE <br />FL-400 OR SMILAREbd • \ <br />EA WORZONTAL RUN <br />2X4 ATTdCWED U!/ IOd— <br />IOR MASOP NAILS • 2X4 P.T. <br />BLEEPER INTO SLAB WTHN 8' <br />OF EACH Elm, 32- OZ. MAX <br />STAIR SECTION <br />B SCALE: 1/2'•1'-0' <br />HANDRAIL • <br />W/ 2X4 RE -IN <br />THE CLEAR SPACE BETWEEN <br />THE HANDRAIL AND THE WALL <br />SHALL BE NO LESS THAN 1 1/2' <br />AS PER FBCR R311.1B2 <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 lj'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 />o <br />A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES <br />�m <br />SHALL HAVE A MINIMUM RADIUS OF 1/5% <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 16018.1 / F.B.G. 2020 <br />CHANDRAIL SECTION <br />SCALE:3/4'•I'-0' <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA B: 0003325 <br />i <br />114 <br />64 <br />V <br />� <br />� <br />O <br />tit <br />3 <br />S <br />i <br />m <br />� <br />Qsaa <br />sUHDIV. de LAT: <br />ABBOTT PARK <br />LOT #31 <br />BLK #11 <br />PROJECT* <br />04181.000-31111 <br />MODEL' <br />3EFB <br />"2447-ROBIE" <br />GARAGE BVMG: <br />RIGHT <br />PAGE: <br />FLOOR PLAN <br />DETAILS <br />160 MPH E .1 C <br />H$ �02� <br />sCALX:1/4' = 1'-0* <br />SHEET <br />A1A <br />