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42' HIGH <br />HALF WALL <br />UY CAP <br />(2) LAYERS OF 3/4' PLYWOOD <br />OR (2) LAYERS OR e/4. 8UD <br />FLOOR MATERIAL RIPS FOR <br />SOLID NAILING <br />LAUN . 3/4' TIG am FLOOR eecURE TREADS TO STRINGER <br />AH U <br />3. SCREWS . EA <br />GLUED N SCREWED STRINGER INTHREAD® 8NA4K <br />PER FASTENER TO EXTEND <br />gCHEpULg TO EXTEND BEYOND THICKNESS <br />THE CLEAR SPACE BETWEEN <br />OF eue•ROOR SHEATHING <br />I I/2' THE HANDRAIL AND THE WALL <br />9'-4 3/4' 2ND FIN. FLR <br />MIN. SHALL BE NO LESS THAN I I/2' <br />c ` <br />AS PER FBCR R311.182 <br />ARE •INFORCW3 <br />W/l2X4 <br />PRE-ENG'D FLOORING <br />NOTE. <br />NOTE: <br />SYSTEM (WE FLOOR 42• R 1/2 <br />FRAMWS SHEET) \ <br />\ <br />HANDRAIL ENDS SHALL BE <br />STN IEDIRISETIONRS O CONFORM TO FBCR <br />WALL W/ <br />\ OAP <br />RETURNED TO THE WALL OR <br />3/4• KICK <br />TERMINATE INTO A NEWEL <br />MIN. TREAD.IO• MAX RIOER.1 3/4• <br />3AW MAX VARIATION IN <br />STAIR DATA: \ PLATE 1° MAX <br />POST. <br />RISERS/TREADS ADJACENT TO EACH <br />ISR • 152' \ NOSING <br />OTHER 3/S• MAX. VARIATION IN ANY <br />10, <br />14 TREADS i Qw <br />\ <br />RIMMTRGAD HANDRAIL GRd1LAR <br />10'a I' NOSING MN.. A <br />CROSS SECTION DIA TO BE 1 U4' «V4• <br />OR PROVIDE EQUIVALENT <br />S T O R . <br />\ L <br />GRASPAISILITY WINDERS- MIN. i' woe • <br />NARROW END MIL II' WIDTH • G' FROM <br />NARROW END 34' MIN, HANDRAIL HGT. <br />R <br />w <br />\ m u <br />NOTE: <br />I. HANDRAILS SHALL HAVE EITHER A CIRCULAR GROSS SECTION WITH A <br />\ <br />DIAMETER OF Ii'! 2' OR A NONCIRCULAR CROSS SECTION WITH A <br />3-4xT1 eYP STRINGER <br />REIPORCED W/2X4 SPF \ <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND <br />-ENCLOSED ACCESSIWA15LE SPACE TINDER <br />RWCONT• BEAD °F \ <br />SIHI•OOR ADHESIVE <br />� <br />A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES <br />'I <br />STAIRS 8HALL HAVE LLS, UNDER <br />STAIR SWAGE AND ANY SOFFITS <br />PROTECTED CN THE ENCLOSED SIDE <br />PL-400 OR e""ILARE • <br />EA HORIZONTAL RW <br />\ <br />g o <br />SHALL HAVE A MINIMUM RADIUS OF I/8'. <br />L. <br />WITH U2' GYP81M BOARDS.FBCR 302.1. <br />~ <br />p X 4 RE-IPOISGNG \ <br />2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF <br />rE <br />fE 0 <br />12 <br />. EA � X S STRINGER <br />\ <br />FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY <br />W-W FIN. FLR <br />SECURE i'-OC <br />DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE <br />2X4 ATTACHED W/ Imd <br />SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />MASONRY NAILS • 2X4 P.T. <br />STRESSES- PER SECTION 16018.1 / F.B.G. 2020 <br />BLEEPER INTO SLAB WITHIN S' <br />OF EACH END, 32' OG. MAX <br />BAR DETAIL <br />I' SCALE: 1/2'.-0' <br />TAIR SECTION <br />ALE: 1/2'-1'-0' <br />(�)g <br />C HAN/DRAIL SECTION <br />DHDR. -0. <br />SCALE: i/1 . 1•_0i/1 . 1•_0. <br />NOTE: HEADER FINISH TO BE PER <br />COMMUNITY STANDARDS <br />d N. RONALD REAGAN BI <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.a bdes Igngrou p.00m <br />AA #: 0003325 <br />a <br />C <br />LL <br />119 <br />SUHDLV. A" LAY <br />ABBOTT <br />PARK <br />LOT# 28 <br />BLK 9 <br />PROJECT# <br />04181.000-28091 <br />MODEU <br />4EHB <br />"2605—HAYDEN" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />FLOOR PLAN <br />SECTIONS / <br />DETAILS <br />60 MPH EXP. <br />i7 <br />DAB.• 06/14/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />Al A. <br />