Laserfiche WebLink
4 <br />42' MW <br />HALF WALL <br />We CAP <br />(2) LAYERS OF 3/4' PLYWOOD <br />OR (2) LAYERS OF D/4' SUB <br />5'-0' FLOOR MATERIAL RIPS FOR <br />SOLID NAILING <br />LAU N . <br />N4' T40 BID FLOOR <br />SECURE TREADS TO STRINGER <br />AH U <br />GLUED 4 SCREUED <br />W93)E 8' SCREWS • EA <br />PER FASTERIER <br />y?;HEOULE <br />STAR UNITED SHAW. <br />TO EXTEND BEYOND THIpWESB <br />THE CLEAR SPACE BETWEEN <br />OF SUB -FLOOR aNFAT14M <br />1 1/2' <br />THE HANDRAIL AND THE WALL <br />W-4 3/4' 2ND FIN. FLR. <br />MIN. <br />SHALL BE NO LESS THAN 1 1/2' <br />C \ <br />HANDRAIL • 36' <br />AS PER FBCR R311.1.8.2 <br />\ <br />W/ 2X4 RE -INFO RGING <br />8'-0' BRCS. HCsT. <br />PRE-ENG'D FLOORING \ <br />\ <br />NOTE: <br />tl�rE� <br />SYSTEM ?SEE DOOR <br />FRAMING SRIEBT) <br />\ <br />42' k V! <br />\ <br />HANDRAIL ENDS SHALL BE <br />RISERS TO TO PBCR <br />STAIRS R� <br />\ <br />WALL <br />CAP <br />RETURNED TO THE WALL OR <br />STHO <br />9/4' KICK <br />TERMINATE INTO A NEWEL <br />MIN. TREAD•10' MAX RISER•1 3/4' <br />3/* MAX VARIATION IN <br />STAIR DATA: <br />\ PLATE I' MAX, <br />POST. <br />RSERW, ADS ADJACENT TO EACH <br />0 <br />ISR • 1.S2' <br />\ <br />NOSING <br />OTHER Des' MAX. VARIATION ANY <br />14 TREADS • <br />\ <br />m. <br />MIN. w <br />RISEMTREAD HANDRAIL CIRCULAR <br />10'• I' NOSING <br />CROSS SECTION DIA TO BE 1 I/4' -V4' <br />OR PROVIDE EQUIVALENT <br />S T 0 R \ <br />w <br />GRASPADILITY WINDERS- MILL r' oe • <br />\ <br />L <br />NOTE: <br />NARROW ENo 34 MIK NOROIL W.T.NARROW END <br />\ °� <br />I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />\ m <br />DIAMETER OF I t 2' OR A NONGIRCULAR CROSS SECTION WITH A <br />3-2xn SYP STRINGER <br />REW440FICEDWRX46F <br />\ <br />4� <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND <br />9 <br />DIM. VARIES <br />-`� 'I <br />i <br />-ENCLOSED AOCE661BLE SPACE UNDER <br />STAIRS SHALL HAVE WALLS. UNDER <br />• <br />ONT°E4D oOf <br />am -FLOOR ADHESIVE <br />PL-400 OR 61MILAJM • <br />\ <br />J <br />Yj <br />0 <br />A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES <br />HAVE A MINIMUM <br />- <br />r <br />STAIR SURFACE AND ANY SOFFITS <br />PROTECTED ON THE ENCLOSED SIDE <br />EA HORIZONTAL RUN <br />\ <br />aa <br />O <br />~ <br />SHALL RADIUS OF 1/8'. <br />DBL. <br />Whi vJ' GYPSRI 1 BOARDS, FBCR 902.1. <br />2 X 4 RE•IPlORCING <br />\ <br />m <br />2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF <br />TOP <br />PLATE <br />. EA 2 X RZ 6TR2JGHR <br />\ <br />FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY <br />J0 <br />M <br />0'-0' FIN. PLR <br />SECURE YVRd r'-s' OG. <br />DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE <br />2X4 ATTACFRD UV isd <br />SAFEGUARD, U41CHEVER CONDITION PRODUCES THE MAXIMUM <br />MASONRY NAILS . 2X4 P.T. <br />STRESSES- PER SECTION 160�.8.1 / F.B.G. 2020 <br />SLEEPER INTO SLAB WITHIN r' <br />OF EACH END, 32' OZ. MAX. <br />A BAR .DETAIL <br />STAIR SECTION <br />B SCALE; 1/2'-1'-0' <br />C HANDRAIL SECTION <br />SCALE. 3/4'.1'-0' <br />HDR. DTL. <br />D SCALE: 1/2 . I'-0' <br />NOTE: HEADER FINISH TO BE PER <br />COMMUNITY STANDARDS <br />alp <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003326 <br />law <br />Li <br />SIL78DIV. Z LOT <br />ABBOTT PARK <br />LOT #7 <br />BLK #12 <br />PHASE 4C <br />PitOJECT# <br />04181.04C-07121 <br />MODEL <br />4EHB <br />"2605-HAYDEN" <br />GARAGE DWING: <br />LEFT <br />PAGE: <br />FLOOR PLAN <br />SECTIONS / <br />DETAILS <br />160 MPH EXP. C <br />'� y VA UAL <br />mm <br />DRnqT A IL.. 12/2 r/21 <br />' <br />SCALE: 1/4"=1'-0" <br />SHEET <br />Al <br />