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12'- a III -a, 2'- 4' 12 -0' <br />4X4 <br />j POST <br />3052-SH <br />3052-SW 3052-sH <br />EGRESS <br />EGRESS EGRESS <br />TEMP. <br />BDRM.#2 <br />BDRM.j ML 4 <br />V-O'CLO. <br />CHASE <br />61-4" �2'-4' 4'-0" STAIR DATA—\ <br />2'-4- <br />IS RISERS * 154- <br />15 TREADS v 10' <br />NOSING <br />7 <br />—CHASE <br />BAT <br />R # <br />0. <br />11 101, CLG� <br />m <br />2'- 4' ATTIC <br />-4- -2" <br />ACCESS a' <br />CLG. <br />OFT. 11 OPT. 1 -3-5 LUCI. <br />IR-1514 <br />0. W. <br />1. HALF <br />WALL LU/ wc. <br />CAP CHASE. <br />2'- 2�-a` <br />W.Lc <br />I R /A 14� �Cl <br />a, --o-r_LG. x <br />Lv i 0 L j <br />BAtH <br />V-0' CLG. <br />36,xibo <br />SPUN- PAN LAV. LAV. <br />31-6 . CHASE <br />H <br />__O <br />4'-0- 1, a,_a, 1,2'- 0 <br />rDBL STUD <br />—4xro P05T 4x4 POST <br />OWNER'S <br />2040-614 2040-SW <br />7E 1P. TEMP. <br />SUITE <br />S'-0'CLG. <br />3052-514 3052 - SH <br />EGRE EGRESS <br />4'- 4 <br />11 -4' <br />2 1'- 4' <br />SECOND FLOOR PLAN <br />NOTE' <br />2-8 LOUV. DOOR W/ AIR HANDLER <br />ON METAL STAND OR 2-6 SOLID <br />DOOR W1 RETURN PLENUM AND <br />RETURN AIR GRILLE <br />CLEAR SPACE BETWEEN THE <br />4DPAIL AND T14E WALL SHALL BE 2 1/4' <br />4DR,ddL a 3( ' <br />HANDRAIL a 3r.1 <br />W/ 2X4 RE . NFORCI <br />NOTE; v <br />1, HANDRAILS SHALL WAVE EITHER A CIRCULAR CROSS SECTION WITH <br />A DIAMTETER OF 13/4't 2' OR A NONCIRCULER CROSS SECTION WITH A <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN & 1/4' <br />,AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4', <br />EDGES $HALL HAVE A MINIMUM RADIUS OF VV. <br />2. THIS RAILING SYSTEM IS DESIGN TO RE51ST A LOAD or so PLr <br />FOR A CONCENTRATED LOAD Or 200 POUNDS APLIED IN ANY <br />DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON <br />THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />STRESSES- PER SECTION I(P01.5.1 / FB.C. 2014 <br />SCALE: 3/4'=V-0' <br />o'-0 3/4' 2ND FIN. FLIe <br />W- S' BWS. HGT. <br />NOTE: <br />STAIRS RISERS TO CC*,FORM <br />TO P5CR �-TW EDITION e2014). <br />MIN. TREAD.I&MAX RISER.1 <br />3/4' 3/16' MAX. VARIATION IN <br />RISERS/TREADS ADJACENT TO WALL Ul/ CAP <br />EACH OTHER 3/8'MAX. <br />VARIATION IN ty <br />CONT� <br />RISEP/TREAD NDRAIL <br />4ANDR—AIL <br />CIRCULAR CROSS SECTION <br />DIA. TO ME 1 3/4' -1/4' OR <br />PROVIDE EQUIVALENT <br />CARASPAISILITY WINDERS- MIN. <br />W WIDE * NARROW END MIN, 11' <br />WIDTH 0 12'FROM NARROW <br />END 34'MIN. HA)40RAIL WST. <br />IL <br />0 z <br />T: <br />0'-V FIN. FLR. <br />(2) LAYERS OF 3/4* PLYUJOC <br />OR(2)LAYERS OF 3/4' SUB <br />FLOOR MATERIAL RIPS FOR <br />SOLID NAILNG <br />SECURE TREADS TO STRW�ER--� <br />T <br />WKW-s 31 SCREUM, - �EA <br />_D <br />$TRW_.ER, UNTWREADED SwAwl <br />S <br />TO EXTEND BEYOND THICKIIESS <br />N�Or SUB -FLOOR SHEATHIN6, <br />nB <br />OLA <br />77�� <br />3/4'KICK <br />11 I_lAx. PLATE <br />$TAIR,��A A: <br />NOSING 10, <br />I(OR . 4T <br />MIN. <br />15 TREADS 0 <br />10'4 11 NOSING <br />STOR. <br />Iz <br />3-242 SYP STIRIN63ER <br />REINFORCED tU/2X4 -a" <br />WOONT. BEAD OF <br />SUZ-FLOOR ADi-ESIVE <br />PL'400 OR SMILARE <br />-2 X 4 RE-R-FORCI�,* <br />EA. 2 X I? STRIW3ER <br />EA HORIZONTAL RUN <br />SECURE WIT241 61-81 O.C.H <br />2X4 ATTACHED W1 I" <br />MASONRY -AS - M P�T STAIR SECTION <br />SLEEPER INTO L,. ,T �.. OA <br />OF: EACH END, 32' Or— MAX <br />3/4* T46 SUB FLOOR <br />GLUED 4 SCREWED <br />PER FASTENER <br />SCHEDULE <br />A R C IN IT E C TS <br />6 <br />Design <br />G r Zou po-..a. <br />L441 N. KVNALL) KtAUAN bLVIJ. <br />LGINGWOOD, FIL 32750 <br />�LVL' <br />PH: 407-774,6078 <br />'a <br />FAK 407-7744078 <br />www�kbdeslognog Up.com <br />L #. 0 Z25J <br />f.z <br />`7 <br />POOR a Lo <br />SILVERADO <br />LOT #12 <br />BLK #6 <br />04128.00t-01261 <br />MOD=, <br />4EGB <br />"GALEN" <br />GAP_%QZ BWMWG: <br />RIGHT <br />PAGIM <br />SECOND <br />FLOOR <br />PLAN <br />150 MPH EXP. B./ <br />