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05L. <br />TOP <br />PLATE 0 <br />m <br />BAR DETAIL <br />,(—A <br />SCALE: <br />(2) LAYERS OF 3/4' PLYWOOD <br />OR (2) LAYERS OF 3/4' eW <br />FLOOR MATERIAL RIPE FOR <br />SOLID NAILING <br />A TTT T <br />s <br />/ 1 <br />/ <br />42' H. V2 <br />UALL W <br />/ <br />0' <br />/ <br />�j <br />za'r <br />3/a' LVJCK <br />PLATE <br />ATE / <br />A <br />I' MAX <br />NOSING 10, <br />/ <br />m, l] <br />MIN. <br />/ <br />STOR. <br />/ <br />/ <br />3-2x@ SYP STRAYER <br />REINFORCED W/2X4 OFF <br />m <br />/ <br />W/CGNT. BEAD OF <br />O <br />�40OROR SSIIMIOA. E <br />O <br />/ <br />EA HORIZONTAL RUN <br />I� <br />2X4R.MG <br />• EA 2 7 x 1212 6TRNGI¢ E <br />SECURE W/l2d 61-8' OG. <br />2x4 ATTACI$D UI/ Nod <br />MASONRY NAILS X4 P.T. <br />4 <br />OF EPERBAC44 INTO BLAB-MAXTWIN e' <br />Q EACH END, 32' OL. MAX <br />42' HIGH <br />HALF WALL <br />III, CAP <br />T A T T NT <br />-4 <br />PRE-ENG'D FLOORING <br />SYSTEM (SEE FLOOR <br />FRAMING SHEET) <br />NOTE, <br />STAIRS RISE" TO CONFORM TO FCCR <br />TT14 EDITION (2020) <br />MAL TREAD.10' MAX RISER.T 3(4' <br />STAIR DATA: <br />3/1&' MAX VARIATION IN <br />15R 0 152' <br />ROCRSRIQADS ADJACENT TO EACH <br />14 TREADS • <br />OTHER3W MAX VARIATION IN ANY <br />10'. V NOSPJG <br />MD RISER/TREAD HRAJL CIRCULAR <br />CROSS SECTION DIA TO BE I V4' —1/4'OR <br />PROVIDE Ec211VALEM <br />CRAWADILIT' WMDERB- MR b' WIDE . <br />NARROW END MIN. II' WIDTH • 121 FROM <br />NARROW END 34' MN HANDRAIL HGT. <br />NOTE, <br />'ENCLOSED ACCESSIBLE SPACE UNDER <br />STAIRS SHALL HAVE WALLS, UNDER <br />STAIR SURFACE AND ANY SOFFITS <br />PROTECTED ON THE ENCLOSED SIDE <br />WITH 1/2'GYPSUM BOARD& FBCR 302.1. <br />STAIR SECTION <br />B SCALE: I/2'.I'-0' <br />THE CLEAR SPACE BETWEEN <br />1 1/2' THE HANDRAIL AND THE WALL <br />MIN. SHALL 5E NO LESS THAN 1 1/2' <br />HANDRAIL s 36' AS PER F5CR R311.1.62 <br />W/ 2X4 �-INFORCIW. <br />NOTE: <br />HANDRAIL ENDS SHALL 5E <br />RETURNED TO THE WALL OR <br />TERMINATE INTO A NEWEL <br />PO5T. <br />NOTE: <br />I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />DIAMETER OF I4't 2' OR A NONCIRCULAR CROSS SECTION WITH A <br />PERIMETER DIMENSION OF AT LEAST 4' 5UT NOT MORE THAN 6 1/4' AND <br />A LARGTEST 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 />DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE <br />5AFEGsUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />STRESSES- PER SECTION 160-1.8.1 / F.B.G. 2020 <br />HANDRAIL SECTION <br />0 DIM. VARIES <br />jo - <br />r <br />HDR. DTL. <br />D SCALE: 1/2 I'-0' <br />NOTE: HEADER FINISH TO BE F'ER <br />COMMUNITY STANDARDS <br />I N. RONALD REAGAN BI <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />w .abdesigngroupxom <br />AA #: 0003325 <br />M, <br />n <br />J <br />= <br />o <br />ffi <br />ffi <br />c <br />S <br />e <br />a <br />r <br />� <br />SVHDIP. Z =7 <br />ABBOTT <br />PARK <br />LOT #16 <br />BLK #9 <br />PROJECT* <br />04181.000-16091 <br />MODEL- <br />4EHB <br />"2605-HAYDEN" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />FLOOR PLAN <br />SECTIONS / <br />TAILS <br />6 M H EA 5 <br />a <br />