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C <br />D6L. <br />TOP <br />PLATE 0 <br />m <br />BAR DETAIL <br />A $GALE:Ia'•1'-m• <br />■w <br />WON <br />P WALL <br />(J) LAYERS OF 3/4• PLYWOOD <br />f2) LAYERS Cr VV SUIB <br />FLOOR MATERIAL IBM FOR <br />SOLID NARLNS <br />AHU <br />SEA TREADS TO STRNwl% 31/4' T.G SUE, FLOOR <br />WLY3)w V 1pr • EA OLUED 4 SQ�LED <br />STRNER OINTTIREApED SHANK PER FASTENER <br />TO DREPD BEYOND TNIDOESS SGl9p,<E <br />OF K041LOOR SMAT1MtlM <br />I <br />/ <br />WALL SV <br />.41 <br />CAP <br />YI <br />Z <br />3f4' KICK <br />PLATE / <br />t <br />NMAX <br />OSING IV,/ <br />and <br />MI <br />/ <br />-- <br />STOR. <br />/' <br />/ <br />/ <br />RKINF�Tlu116Ew <br />/ <br />WCONT. SEAR OF <br />0 <br />PL-400 OR SMILARE • <br />/ <br />EA HORIZONTAL RN <br />/ <br />I X 4 RE-NTOICNG <br />/ <br />• EA. 2 x E STRNSER <br />SECURE Wad 6'-S' OL. <br />2X4 AnAU:Nm Wv ISd <br />MASONRY NAILS • 2X4 P.T. <br />SLEEPER NTO SLAB WTMN S' <br />OF EACH EEO. 12' O _ MAX. <br />A <br />PRE-001O 1LOOIENB <br />SYSTEM (SEE FLOOR <br />MAMNS SHEET) <br />NOSE, <br />VABM RISERS TO COMOW TO MOM <br />lTN EDmON (2020) <br />MSt TMAD'W PWX MNX-1 3M' <br />STAIR DATA. <br />3/IS' MAX VAJ%ATION N <br />15R 0 l52' <br />RISERSITREADS ADJACENT TO EACN <br />14 TREADS • <br />OTMER 16W MAX VARIATION N ANY <br />ID'• V NOSNG <br />IOSER/TR EAD NANDRAIL CIRCULAR <br />CROSS SECTION DIA. TO BE I V4' .-V4' <br />OR PROVDE MAVALENT <br />GRASPABILITY BSDNM- MN. S' WDE • <br />NARRdU BID, MSL II' WOTM • *'RCM <br />NAIRCIU END 34' MN. HANDRAIL MGT. <br />4NCLOWD ACCESSISLE SPACE UNDER <br />VAIIM SMALL HAVE DULLS. UNDER <br />STAIR SUN -ACE AND ANY SOFFITS <br />PROTECTED ON THE ENCLOSED I DE <br />WITH H' GYPSUM BOARDS. POOR 302.1. <br />STAIR SECTION <br />B SCALE. V2*-I'-V' <br />THE CLEAR SPACE BETWEEN <br />THE HANDRAIL AND THE WALL <br />MIN. SHALL BE NO LESS THAN 1 1/2' <br />FIANDRAIL • 36' AS PER FBCR R3I1.1B2 <br />UV IX4 RE_W-(=ING <br />NOTE: <br />HANDRAIL ENDS SHALL BE <br />RETURNED TO THE WALL OR <br />TERMINATE INTO A NEWEL <br />POST. <br />NOTE: <br />I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />DIAMETER OF 1#'t 2' OR A NONCIRCULAR CROSS SECTION WITH A <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN & 1/4' AND <br />A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES <br />SHALL HAVE A MINIMUM RADIUS OF 1/0'. <br />2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF <br />FOR A 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 1601V / F.B.G. 2020 <br />HANDRAIL SECTION <br />C SCALE: B/4'.I'-O' <br />HDR. DTL. <br />D SCALES vI • 11.0. <br />NOTE. HEADER FINISH TO DE PER <br />C.0M'1WITY STANDARDS <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-77445078 <br />FAX: 407-774.4078 <br />w .abdea*VouP.wm <br />AA S: 0003325 <br />ONE <br />0 <br />NE <br />sUNDIV S. LOT: <br />ABBOTT PARK <br />LOT #45 <br />BLK 7 <br />rRon=T1/ <br />4 1. 00-4 071 <br />1EGDZ%a <br />4EHB <br />"2605-HAYDEN" <br />GAIt/10s OWING: <br />RIGHT <br />PAGES: <br />FLOOR PLAN <br />SECTIONS / <br />DETAILS <br />60 MPH EXP. <br />L11 <br />DA'� 09/22/21 <br />DC,%=: 1/4"=1'-0" <br />mif le= <br />A1A <br />