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C <br />DEVL. <br />TOP <br />PLATE 0 <br />M <br />BAR DETAIL <br />A SCALE, IR'•I'-0' <br />9 <br />s <br />DIM. VARIES <br />DTL. <br />(,)ARCH <br />SCALE, V2'.I'-IV' <br />42' N WOLF WALI <br />W/ CAP <br />3", TKi SIB ILOOR <br />GLUM a SCRElaw <br />PER PASIEIlR <br />SCHEDIIE <br />10'-® 1/4' 2ND FM PLR. <br />!a) LAYERS OP 314' PLYWOOD SEOJIIE TREADS TO 8TRN6lR <br />OR fa) LAYEIPO or 3/4 SLS�UW3P& a' SCRESS a" AH U <br />PLOOR MATERIAL RIPo POIF sTRN6ER wrwm OED -- <br />ID NAILNG TO EXTIM SlYOND THKxNl6! <br />\\ OP SIf-ILOOR SIRATNNG <br />V \ <br />8'-a' OWs.IFLOOMNS <br />PRE-ENa,'D <br />( SYSTEM \ \ \ <br />IR <br />MUMNG SHEET) \ <br />\ 4• KICK <br />TA` \ PLATE I' MAX <br />STAnesRIGM To cwrow + TO roeR 67H m. <br />NO <br />EDRKN (20m) <br />MN. TREAD.W MAX. RSER.1 a)4' aft. BTAIR DATA, \ MOILp <br />MAX VAMATION IN RSINIWTREADS bR • i$4' �1 y,r ADJACENT TO EACH OTHER aN MAX 5 TREADB . � T l /� / R - VARIATION N ANY WI ER/iREAD HANDRAIL ,.n.. n . - r. <br />.-V4. OR PROVIDE MiINALENT <br />GRASPASLITY WNDERS- KK W WIDE • <br />a-axla SYP STRtN6lR <br />\ <br />` <br />NAWW W END MN. a' WIDTH a W FROM <br />RENPORcaD aura SPP <br />\ <br />HAI0M I ND a4' MR HANDRAL HST. <br />� ' ISKAD OP <br />\ o <br />PL-400 OR SMILAIIE • <br />NOTE, <br />EA HOWAXONTAL FLI N <br />\ <br />•ENCLOSED ACCESSIELE SPACE LNDER <br />STAIRS SHALL NAVE WALLS, MOelt STAIR <br />a 4 <br />2 <br />\ <br />SIOWACE AND ANY BOPPITS PROTECTED ON <br />THE ENCLOSED SIDE WITN Va' GYPMa•I <br />X RE-SFORCNG <br />EA. a X IN BTRNGER <br />\ <br />EOAIRDS. PEER M. L <br />"Cum Woad •'-V O.C. <br />77 <br />STAIR SECTION <br />C BCALE, V2'.I'-m' <br />MASONRY NAILS a 2X4 P.T. <br />SLEEPER NTO SLAD WTNN V <br />OP EACH WHO. 32' O - MAX <br />THE CLEAR SPACE BETWEEN <br />1 1/2' THE HANDRAIL AND THE WALL <br />MIN SHALL BE NO LESS THAN 1 1/2' <br />HANDRAIL a 36' AS PER FBCR R311.1.82 <br />W/ 2X4 RE-UFORGNG <br />NOTE: <br />WA L W HANDRAIL ENDS SHALL BE <br />CAPRETURNED TO THE WALL OR <br />TERMINATE INTO A NEWEL <br />POST. <br />NOTE: <br />1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />_�• <br />DIAMETER OF Ii's 2' OR A NONCIRCULAR CROSS SECTION WITH A <br />$ o <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND <br />g <br />A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES <br />SHALL HAVE A MINIMUM RADIUS OF 1/8'. <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 1601.6.1 / F.B.C. 2011 <br />0HANDRAIL SECTION <br />D SCALE, 9/4'.I'-0' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-77"078 <br />FAX: 407-7744078 <br />www.at)deeWngroup.com <br />AA S: 0003325 <br />L <br />I? <br />Y <br />Is <br />c <br />-LL <br />EiTJ2mIV At L10 <br />SILVERDADO <br />LOT #23 <br />BLK #7 <br />PROJmC <br />04128.002-23071 <br />MDDXU <br />4EHB <br />"2605- HAYDEN" <br />OAICA02! SwDTOs <br />RIGHT <br />PAOIC: <br />FLOOR PLAN <br />SECTIONS / <br />DETAILS <br />50 MPH EXP. 11 <br />ARCHRECTk <br />WATE OF FLCflDA <br />i <br />JUL 0 2 9 'i / <br />ADOUMIAM <br />AR93m <br />DATI& 07/01/19 <br />8CALtft 1/4"=1'-0" <br />a 21mm <br />A1A <br />