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GAP <br />(2) LAYERS OF 3/4' PLYWOOD <br />OR (2) LAYERS OF 3/4' SUB <br />FLOOR MATERIAL RIPS FOR <br />5'-0• <br />SOLID NAILING <br />A H U <br />SECURET14EADS TO <br />TO ST NA <br />T/G 8Up <br />LA U N <br />EW& - <br />WK3T6 3' e • EA <br />FLOOR <br />3/4' FLOOR <br />GLUED 1 SGRFL ND <br />. <br />STRMOM WTHREADED SHANK <br />PER FASTENER <br />TO EXTEND BEYCNO THICIQi88 <br />804EDII F <br />THE CLEAR SPACE BETWEEN <br />OF SUB -FLOOR BHEATFIRYa <br />1 1/2' <br />THE HANDRAIL AND THE WALL <br />9'-4 3/4' 2ND FIN. FLR. <br />"IN. <br />SHALL BE NO LESI I/2' <br />c <br />HANDRAIL • 3b' <br />AS PER FBCR R311.1.82AN <br />/ 1 <br />W/ 2X4 RE-INFORCING <br />HGT. <br />PRE-ENG'D FLOORm <br />NOTE: <br />X <br />42' FL N <br />uwLL W/ <br />/ <br />SYSTEM (SEE FLOOR <br />FRAMING SHEET) <br />NOTE, <br />HANDRAIL ENDS SHALL BE <br />0, <br />cap <br />/ <br />STAIRS RIBERs TO CONFORM TO Fperx <br />RETURNED TO THE WALL OR <br />w U <br />x <br />3/4' KICK <br />PLATE / <br />I' MAX, <br />STAIR DATA: <br />TTH EDITION (2020) <br />MN. TRRAO.0' MAX RIMR.T 3/4' <br />RISE• MAX. VARIATION IN <br />TERMINATE INTO A NEWEL <br />y <br />15R o '152' <br />RI6ERSrtREAoe ADJACENT r0 EACH <br />POST. <br />w <br />MIN./ <br />14 TREADS • <br />OTHER 3/S' MAX. VARIATION IN ANY <br />U <br />.0 <br />�i <br />/ <br />S T 0 R <br />10'• 1' NOSING <br />RISER/MAD HANDRAIL CIRCULAR <br />ROee CTION DIA TO EE 1 1/4' ..I/4' <br />CSE <br />. <br />/ <br />ABILITY WINDM MIN. •' AIDE • <br />NARROW END MR II' WIDTH • 12' FROM <br />NOTE: <br />/ <br />NARROW END 34• MIN. HANDRAIL HGT. <br />I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />/ <br />3-2x12 SYP STRJNMeR <br />DIAMETER OF Ii't 2' OR A NONCIRCULAR CROSS SECTION WITH A <br />REINFORCED W 46" <br />cam, <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND <br />0 <br />DIM. VARIE5 <br />K <br />>$ o <br />EAD OF <br />s�uBo a1vE� <br />-ENCLOSED ACCESSIBLE SPACE UNDER <br />STAIRS SHALL HAVE MALLS UNDER <br />A LA�sEST CROSS SECTION DIMENSION NOT EXCEEDING 2 I/4'. EDGES <br />e <br />� <br />aa <br />EA NORI2'ONTAL RIAd <br />STAIR SURFACE AND ANY SOFFITS <br />SHALL HAVE A MINIMUM RADIUS OF 1/8'. <br />PROTECTED ON THE ENCLOSED SIDE <br />DBL. <br />/ <br />2 x 4 RE-lr a wG <br />WITHGYPsurt BOARDS. FDCR 3m2'i" <br />2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF <br />PNSEPt <br />LATE <br />0 <br />/ <br />SECURE VI2a ` <br />FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY <br />O'-O' FIN. FLR <br />DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE <br />2x4 ATTacHED uu Otl <br />SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />MASONRY NAILS • 2X4 P.T. <br />SLEEPER INTO SLAB WITHN V <br />STRESSES- PER SECTION 160'1.6.1 / F.B.C. 2020 <br />OF EACH END, 32. orMAX <br />BAR DETAIL <br />A SCALE: 1/2'•I'-0' <br />STAIR SECTION <br />m <br />/'r HANDRAIL SECTION <br />C SCALE: 3/4'•I'-0' — <br />HDR. DTL. <br />D WALE: IR • I'-0' <br />NOTE, HEADER FINISH TO BE PER <br />COMMUNITY STANDARD$ <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774,6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA X: 0003325 <br />lair.J <br />. <br />x <br />" <br />116 <br />fA <br />W <br />8 <br />O <br />x <br />O <br />9UDDIV. & LOT <br />ABBOTT PARK <br />LOT #13 <br />BLK #12 <br />PHASE #4C <br />PROJECT# <br />04181.04C-13121 <br />MODEL: <br />4EHB <br />"2605- HAYDEN" <br />GAP —&GE gIvnmG: <br />RIGHT <br />PAGE: <br />FLOOR PLAN <br />SECTIONS / <br />DETAILS <br />160 MPH EXP. C <br />DATES 02/08/22 <br />SCALE: 1/4"=1'-0" <br />SKEET <br />A1A <br />