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'a. <br />H.ALP I <br />IlV <br />(2) LAYERS OF 3/4' PLTWOOD <br />OR (2) LAYER& OF 6/4' SUB <br />5'•m' FLOOR MATERIAL RIPE FOR <br />SOLID NAILING <br />LAUN 3/4' TIC• � FLOOR <br />SECURE TREADS TO STRINGER <br />AH U <br />. <br />OLUED N SCREWED <br />W/MD -8 9. 6CREWS • EA <br />PER FASTENER <br />SCHEDULE <br />STRHISER, UNTHREADED SKANaC <br />TO EXTEND BEYOND THICKNESO <br />THE BLEAR SPACE BETWEEN <br />OF&M-FLOOR &WATHI NG <br />1 1/2' THE HANDRAIL AND THE WALL <br />9'-4 3/4' YND FIN. FLR <br />MIN. SHALL BE NO LESS THAN 1 1/2' <br />C \ <br />HANDRAIL • 36' AS PER FBCR R311.1.8.2 <br />h— <br />1 \ <br />LLV 2X4 RE -ICING <br />a'-m' 6RG. HGT. <br />PRE-ENG'D FLooRMG \ <br />\ <br />NOTE: <br />I� <br />6Y6TEM lSEE FLOOR <br />) \ <br />FRAMM SHEET)WALL <br />42' H. 1/1 <br />\ <br />HANDRAIL SHALL BE <br />9TO FBCR <br />I�i <br />\ <br />CA <br />RETURNED TO TO THE WALL OR <br />�ION �OCOWORM <br />PLAN <br />TERMINATE INTO A NEWEL <br />MN TREAD•10• MAX RI6ER•1 9/4' <br />STAIR DATA: \ <br />3/16. MAX VARIATION IN <br />RIWR6/TREADS ADJACENT TO EACH <br />15R 1 l92' \ <br />I• MAX <br />10, 1,1061NG <br />POST. <br />OTHER SW MAX VARIATION IN ANY <br />14 TREADB • <br />\ <br />p <br />MIN. Q w <br />R16ERRREAD HANDRAIL CIRCULAR <br />aw" SECTION DIA. TO BE 1 V4' .-V4 <br />Im'. I' NOSING <br />\ <br />w <br />OR PRONDE COUIVALENT <br />S T 0 R • <br />\ <br />NARROW EN TY WINDERS- MRl 6' WIDE • <br />NARROW END MIN. I WIDTH • tl' FROM <br />NARROW END 34' MM, HANDRAIL NYLT. <br />L w <br />\ 1O u <br />NOTE: <br />I. HANDRAILS SHALL HAVE EITHER A CIRCULAR GROSS SECTION WITH A <br />\ <br />DIAMETER OF Ii' t 2' OR A NONCIRCULAR CROSS SECTION WITH A <br />a•ana GYP erR61GER <br />RERPORCED W2X4 SW <br />\ <br />ENCL ED ACCE661151-E SPACE UNDER <br />STAIRS SHALL HAVE WAl 6, UNDER <br />I-LOOm DEM OF <br />SUB- OR ADHESIVE <br />PL-40a+OR 6IMILARE • <br />\ <br />° <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND <br />A LARCsEST GROSS SECTION DIMENSION NOT EXCEEDING 2 I/4'. EDGES <br />STAIR SURFACE AND AiY GOMTS <br />PROTECTED ON THE ENCL06ED 61DE <br />EA HORIZONTAL RUN <br />\ <br />aa <br />O <br />SHALL HAVE A MINIMUM RADIUS OF I/8'. <br />DBL. <br />aTH °Y O°4RD6' REM '1' <br />a x 4 RE-6rRC OING <br />\ <br />2 " <br />2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF <br />PLATE 9 <br />EA <br />• A. u ING a x eTRER <br />H <br />\ <br />FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY <br />01•0' FIN. FLR <br />eEcuma 6 -6 or_ <br />DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE <br />2X4 ATTACFlD W/ IDd <br />SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />MA60NRY NAILS . 2x4 P.T. <br />STRESSES- PER SECTION 1601.8.1 / F.B.G. 2020 <br />6LEEPER INTO &LAB WITHIN 6' <br />OF EACH END, 32' O+C. MAX <br />BAR DETAIL <br />B STAIR ®SECTION <br />C HAN/DRAIL SECTION <br />HDR. DTL. <br />NOTE: HEADER FINISH TO BE PER <br />COMMUNITY STANDARDS <br />NT <br />•1 N. RONALD REAGAN SL <br />LONGWOOD, FL32750 <br />PH: 407.774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA B: 0003325 <br />h <br />0 <br />24 <br />a <br />O <br />F <br />W�U <br />stmDrv. ea LOT: <br />ABBOTT PARK <br />LOT #4 <br />BLK #12 <br />PHASE #4C <br />PROJECT* <br />04181.04C-04121 <br />MODMIU <br />4EHB <br />"2605-HAYDEN" <br />GARAGE 8WING: <br />LEFT <br />PAGE: <br />FLOOR PLAN <br />SECTIONS / <br />DETAILS <br />160 MPH EXP. C <br />DATE 10/26/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />A1A <br />