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42' <br />ME FlEon143 PLAN (2) LAYERS OF 3/4' PLYWOOD <br />(3) 2x4 ISLOOKIN5 OR /2) LAYERS OF 3/4' SIm <br />SEE FRAMING PLAN PLOOR MATERIAL RIPS FOR <br />SOLIV NAILN6 <br />M/4' TKs OW PLOOR SECURE TREADS TO STRNGER <br />d'LUED 4 SCREWED WNA)% M' SOMA, • EA <br />PER PA6TENER STRUMOt UNTHREADED SHANK <br />gONIE�n a TO EXTEND 9EYOJO THICKNESS <br />9'-4 3/4' 2ND FIN. FLR OP SUD-FLOOR SFEATHMS <br />6MPOCN <br />MTS-20 SEE \ <br />v-0' BRG. HGt. FRAMING PLAN — — — — <br />PRE-ENG'D FLOORING 6Y6TEM <br />(am PLOOR PRAIm BNEET) \ C <br />\ <br />(2) 2x8 HEADER I' MAX. I <br />SEE PRAMIN6 PLAN \ <br />\ <br />\ NOSING <br />STAIRS RISERS To CON°OIIN TO POOR \ Im <br />ITN EDITION (2dVV) \ iv <br />MM TREAD.IV MAX. PMER•T 3/4' <br />MISS' MAX. VARIATION N \ <br />TO EACW STAIR DATA: \ {y'I <br />47' W. I/t <br />WALL IW <br />�' <br />I U <br />OtWl S/SMISKIIIII&I�''MAX. VARIATION N ANY <br />R16ER/IREAD HANDRAIL CIRCULAR PAN. 14 • <br />W <br />AD <br />CR066 SECTION CIA TO DE I V4' �-V4' 14 TREADS . \ <br />�' <br />OR PROVIDE EOWVALENT 10'. V Noom \ <br />U <br />CPASPABILRY W RDEPS. MIN. 6' WIDE E 3/4' Kid[ <br />J <br />NARROW END MSL IV WIDTH • 12' PROM 2 X 4 1101-SMORCIN6 PLATE <br />NARROW END 34' MN. HANDRAIL HST. • EA 2 X 2 STRNSER \ <br />LL m <br />NOTE. SECURE W12d <br />I'-4- <br />'ENCLOSED ACCEMIME SPACE UNDER 3-2.12 SYP STRN6ER <br />STAIRS SLL HIW AVE LL6. INDLR gEI1PORCED WRX4 6PF \ HA <br />STAIR SURFACE AND ANY SOPPITS <br />m <br />W/CONT. DEAD OFON \ <br />DBL. <br />TWE <br />.FRG! S A blb-fl.00R ADHENVE \ <br />WIITHTVE2' 6YFW'l BOARDS. <br />TOP <br />PL-400 OR BIMILARE . <br />HORIZONTAL <br />PLATE 0 <br />0'-0' FIN. FLR CA RAN <br />iX4 <br />-D 4 P.T. <br />WAILS <br />MASONRY NAILS . 3X4 P.T. <br />SLEEPER INTO BLAB WITHN 6' <br />OF EACH END, 32' O.C. MAX. <br />BAR DETAIL <br />A $GALE:I/2'•i'-0 <br />STAIR SECTION <br />B LE:1/2'-1'_0' <br />THE CLEAT? SPACE BETWEEN <br />1 1/2' THE HANDRAIL AND THE WALL <br />MIN. SHALL BE NO LESS THAN 1 1/2' <br />HANDRAIL • 36' AS PER FBCR R IL1.8.2 <br />W/ 2X4 NM-IhECING Y� <br />NOTE: <br />HANDRAIL ENDS SHALL BE <br />RETURNED TO THE WALL OR <br />TERMINATE INTO A NEWEL <br />POST. <br />NOTE: <br />1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />DIAMETER OF 1i't 2' OR A NONCIRCULAR CROSS SECTION WITH A <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND <br />A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES <br />SHALL HAVE A MINIMUM RADIUS OF I/S'. <br />2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF <br />FORA 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.C. 2020 <br />HANDRAIL SECTION <br />C SCALE: 3/4'.1'-0' <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 #: 0003325 <br />No <br />c <br />oulwiV. AB Lom- <br />ABBOTT PARK <br />LOT #42 <br />BLK #7 <br />Pnon=T#T <br />04 81,000-42 71 <br />MODELS <br />3EEB <br />"2260-ELSTON" <br />GARAGE 8WD10: <br />LEFT <br />PAGE: <br />STAIR <br />SECTION/ <br />DETAILS <br />160 MPH EXP. C <br />2 <br />NOW"") <br />UAW 09/21/21 <br />SCALE: 1/4"=1'-0" <br />BiiEM <br />Al AA <br />