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w <br />42' MWA4 <br />MALT WALL <br />W/ CAP <br />(2) LAYERS OF 3/4' PLYWOOD <br />OR (2) LAYERS OF 3/4' SUS <br />FLOOR MA11ERIAL RIPS FOR <br />SOLID NAILING <br />AHU <br />SISOM TREADS TO STRWAPt �114. i/G am FLOOR <br />WKW% 3' SCREWS • EA GLUED 2 SCREWED <br />STRINGER WTWREADlD SNANC PER FASTENER <br />TO EXTEND BEYOND TNK3CtESS 60EOIILE <br />OF W15-FLOOR SNEATNNG <br />/ I <br />LAUN. <br />HANDRAIL r 3(,' <br />W/ 2X4 RE-INFOF <br />THE CLEAR SPACE BETWEEN <br />THE HANDRAIL AND THE WALL <br />SHALL BE NO LESS THAN 1 1/2' <br />AS PER FBCR R311.1.8.2 <br />/ <br />PRE-CNG'D ROORING-/ <br />LL <br />W/ <br />/ <br />/ <br />SYSTEM (SCE FLOOR <br />FRAMINi SIIEET) <br />yam, <br />NOTE: <br />HANDRAIL ENDS SHALL BE <br />0 <br />a <br />CAP <br />/ <br />STAIRS RISERS TO COMO M TO FBCR <br />RETURNED TO THE WALL OR <br />3/4• pR:K <br />PLATE / <br />I' MAX. <br />STAIR DATA: <br />iTM EDITION (2070) <br />MIN.' TMAD'W MAX RISER-13/4 <br />3/lr' MAX. VARIATION N <br />TERMINATE INTO A NEWEL <br />L <br />NOSING I®. / <br />15R • l52' <br />RISER 'rPSADS ADJACENT TO MACM <br />POST. <br />W <br />m d <br />MIN. / <br />14 TREADS • <br />OTFER 3/1' MAX VARIATION N ANY <br />RISER/TREAD HANDRAIL CIRCULAR <br />S T 0 R <br />I®'• I' NOSING <br />CROSS SECTION I V4' ••W' <br />OOR PROVIDE EOUIVWALE M <br />/ . <br />MI• <br />WINDERS- M N. r' <br />NARROW END ROWID <br />NOTE: <br />/ <br />/ <br />NARROW END 34' MN. HANDRAIL "�M OT. <br />I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />/ <br />3-2xgGYP STRNGER <br />DIAMETER OF I#'3 2' OR A NONCIRCULAR CROSS SECTION WITH A <br />/ <br />RE"'ORCED W/2X4 SPF <br />DEAD <br />NOTE, <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND <br />O <br />DIM. VARIES <br />1'-4' <br />$-m <br />p. <br />Eu Rooli <br />PL•400 OR rr11LAlE • <br />-ENCLOSED AC489611KA SPACE uNoeR <br />STAIRS SHALL HAVE WALLS. UNDER <br />STAIR SURFACE AND ANY SOFFITS <br />A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES <br />SHALL HAVE A MINIMUM RADIUS OF 1/8'. <br />c <br />0 7 <br />/ <br />EA WORIZONTAL RW <br />PROTECTED ON THE ENCLOSED SIDE <br />DESL. <br />3 <br />/ <br />7 X 4 RE-INFORCING: <br />WIT" 117• GYPSIM BOARDS. FBCR 307.1. <br />2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF <br />TOP <br />PLATE <br />0 <br />/ <br />F EA.2 x a &TRINGER <br />eecue uvaa r •s oe. <br />FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY <br />0'•0' FIN. FLR <br />DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE <br />7X4 ATTACHED WV IOd <br />SAFEGUARD, UA-IICWEVER CONDITION PRODUCES THE MAXIMUM <br />MASON61 "MR INTO SLAB �a r• <br />STRESSES- PER SECTION 16018.1 / F.B.G. 2020 <br />OF EACH END, 37' or MAX. <br />BAR DETAIL <br />A SCALE:I/1'•I'-®' <br />D STAIR SECTION <br />B SCALE.1/2'•I'-C' <br />/'� HANDRAIL SECTION <br />C SGALE:9/4'.I'-m' <br />DR. DTL. <br />(DAL LE: I/2 I'-®` <br />NOTE: HEADER FNISH TO ISE PER <br />COMMUNITY STANDARDS <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.mm <br />AA#: 0003325 <br />m <br />r� <br />o <br />0 <br />W <br />O <br />aunDiv. ae RAT <br />ABBOTT PARK <br />LOT #32 <br />BLK #11 <br />PROJ>mCTfp <br />04181.00 — 2113 <br />MODEL' <br />4EHB <br />"2605—HAYDEN" <br />GAICAOE 8VnNG: <br />RIGHT <br />PAGE: <br />FLOOR PLAN <br />SECTIONS / <br />DETAILS <br />60 MPH EXP. <br />DAptmTlt'E.• 08/31/21 <br />SCALE 1/4"=1'-0" <br />al'IEET <br />Al <br />