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C 'r <br />DBL. <br />TOP <br />PLATE B <br />BAR DETAIL <br />A SCALE:1/2'.1'-fd' <br />42' HIGH <br />MALE WALL <br />UV GAP <br />(2) LAYERS OF 3/4' PLYWOOD <br />OR (2) LAYERS OF 3/4' SUB <br />5-ld' FLOOR MATERIAL RIPS FOR <br />SOLID NAILING <br />LAUN• <br />3,4' PER«M FLOOR SECURE STTRINGER;UNTHRE. GED TIOWBER <br />GLUED 4 BCIREIIED UVl3)S 3' SCREWS • EA <br />AHU <br />SCHEDULE TO EXTEND GEYOND THICKNESSSMEATHNG <br />NOTE,. <br />FRAMING SHEET) <br />STAIRS RISERS TO CONFORM TO FOCR <br />ITM EDITION (2020) <br />MN. TREAD -KC MAX RISER-9 3/4' <br />3/16. MAX VARIATION IN <br />STAIR DATA: <br />RISERS/TREADS ADJACENT TO EACH <br />15R l52' <br />OTHER 34' MAX VARIATION IN ANY <br />14 TREADS • <br />RISER/TREAD HANDRAIL CIRCULAR <br />10'. 1' NOSING <br />CROSS SECTION DIA TO BE 1 I/4' •-1/4' <br />OR PRONOE EQUIVALENT <br />GRASPAEIILITY U VDERS- MIN. 6' WIDE . <br />NARROW END MIN. 11' WIDTH • 12' FROM <br />NARROW END 34' MSL HANDRAIL NOT. <br />NOTE, <br />-ENCLOSED AC4E881BLE SPACE UNDER <br />STAIRS SHALL HAVE WALLS. UNDER <br />STAIR SURFACE AND ANY SOFFIT6 <br />PROTECTED ON THE ENCLOSED SIDE <br />UNTM 1/2, GYP" BOARDS. POOR 302.T. <br />\ <br />STOR. <br />42'WA IA <br />WA \ <br />LLL UV <br />CAP <br />3u 1 1uc <br />IRATE I'm <br />10, NOSING QQ <br />MIN. y1 g <br />\ 4? <br />\ 'R <br />3-2.12 SYP STRIMMaR <br />RERFORCED W/JX4 8PF <br />\ <br />UVCONT. DEAD OF <br />\ <br />SUS -FLOOR ADHESIVE <br />PL-400 OR 61MILARE • <br />EA HORIZONTAL RUN <br />2 X 4 RE-INFORCING <br />. EA 2 X 12 STRINGER <br />\ <br />\ <br />SECURE W/124I 6'-8' O.G. <br />\ <br />2X4 ATTACHED UV ROd--- <br />MASONRT NAILS • 2X4 P.T. <br />SLEEPER INTO SLAB WITHIN S' <br />OF EACH END, 32' O.C. MAX <br />OLAIR SECTION <br />E:1/2••I'-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 R311.1.82 <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 I4'1 2' OR A NONCIRCULAR CROSS SECTION WITH A <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND <br />- <br />A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES <br />goa <br />SHALL HAVE A MINIMUM RADIUS OF 1/8'. <br />f�m <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 1601.8.1 / F.B.G. 2020 <br />HANDRAIL SECTION <br />D0DR. <br />SCALE: VJ I.D-ol <br />NOTE: HEADER FINISH TO BE PER <br />COMMUNITY STANDARDS <br />3�A <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />L AA #: 0003325 <br />ro <br />� <br />a <br />� <br />SU39I)M Ae LOT: <br />ABBOTT <br />PARK <br />LOT# 28 <br />BLK# 7 <br />PROJECT* <br />04181.000-28071 <br />UODELA <br />4EHB <br />"2605-HAYDEN" <br />GARAGE 5WING: <br />LEFT <br />PAGE: <br />FLOOR PLAN <br />SECTIONS / <br />DETAILS <br />60 jfPH W. <br />DATE: rrr 08/14/21 <br />8CAL.E: 1/4"=1'-0" <br />RBFIEET <br />A1A <br />