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12'-0" ,2'-4' <br />11-8" 12'-g• .— <br />4X4 <br />DEL STUD <br />POST <br />3052-SH 3052-SH <br />3052-SH <br />� <br />EGRESS EGRESS <br />TEMP. <br />EGRESS <br />0 I <br />BDRMS#2 <br />V <br />M. <br />-o' <br />V <br />- <br />CLG. BDRM.#3 <br />v <br />- <br />--------- - <br />CHASE <br />2 -4 <br />9 -S I <br />STAIR DATA 4'-0" 2''4' _ 6 -4 <br />'� <br />xl <br />`DI ,l•� <br />16 RISERS ® 1.54' <br />15 TREADS 0 10' <br />�I <br />W NOSING <br />x <br />BATH2 <br />CHAP E <br />8 -0' <br />G-10" <br />I1'-10" I I IR-ISFI <br />—22'x3br -� <br />n <br />G. <br />�� <br />—_ <br />0 <br />V. <br />, <br />8 2 ATTIC J 2 4 6 4 <br />1 <br />7IR-15H <br />747q--t <br />m <br />A >8 <br />GLG. <br />e <br />p <br />, Q <br />- <br />— -�r _ - 1 <br />-SH IOPT. II OPT. I42' <br />l0 <br />0 <br />------- - - <br />HALF I <br />_ <br />ro <br />y� <br />1 I D. II W. I I <br />v <br />I <br />WC. e <br />O <br />WA L <br />WALL W/ <br />CAP <br />_L--JL-- <br />I <br />CHASE <br />WAX <br />TUB/ <br />sHWR <br />�I <br />8'-0' CLG. <br />a <br />I � <br />BATH <br />36'x60' <br />LAV. LAV. SHWR PAN <br />p_®• <br />CHASE <br />m <br />3 <br />4x4 POST 4x6 POST DBL STUD <br />OWNER'S <br />—� <br />SUITE e 20EMP H 2OE0- H <br />CLG. <br />� <br />e <br />3052-5H 3052-SH <br />— <br />EGRESS EGRESS — --- — <br />5'-10 4'-4` <br />_ 21,-4' <br />SECOND FLOOR PLAN <br />NOTE: <br />2-8 LOUV. DOOR W/ AIR HANDLER <br />ON METAL STAND OR 2-8 SOLID <br />DOOR W/ RETURN PLENUM AND <br />RETURN AIR GRILLE <br />SPACE BETWEEN THE <br />AND THE WALL SHALL BE 2 1/4' <br />e 36' <br />HANDRAIL 9 36' <br />W/ 2X4 RE- <br />INFORCII <br />NOTE: v <br />I. HANDRAILS SHALL HAVE EITHER A CIRCULAR GROSS SECTION WITH <br />A DIAMTETER OF 1 3/4'1 2' OR A NONCIRCULER CR05S SECTION WITH A <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' <br />AND A LARGEST GROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. <br />EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8', <br />2. THIS RAILING SYSTEM 15 DESIGN TO RE51ST A LOAD OF 5O PLF <br />FOR A CONCENTRATED LOAD OF 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 1601.5.1 / F.B.G. 2014 <br />HANDRAIL DETAIL <br />\� SCALE: 3/4'=I'-O' <br />10'-0 3/4' 2ND FIN. FLR <br />8'-8' BRG. HGT. <br />NOTE: <br />STAIRS RISERS TO CONFORM <br />TO FBCR 5TH EDITION (2014). <br />MIN. TREAD•IO' MAX. RIM--' <br />42- H. 1/2 <br />3/4' 3/16' MAX. VARIATION IN <br />RISERS/TREADS ADJACENT TO <br />WALL W/ GAF <br />EACH OTHER 3/8' MAX. <br />VARIATION IN ANY <br />CONT. -. <br />RISER/TREAD HANDRAIL <br />µANDRAIL <br />CIRCULAR CROSS SECTION <br />DIA. TO BE 1 3/4' .-1/4' OR <br />PROVIDE EOUIVALENT <br />N <br />GRASPAWINDERS- MI . NARROW <br />6' WIDE a NARROW END MIN. II' <br />WIDTH • 12' FROM NARROW <br />END 34' MIN HANDRAIL HGT. <br />0'-0' FIN. FLR <br />(2) LAYERS OF 3/4' PLYWOC <br />OR (2) LAYERS OF 3/4' SUB <br />FLOOR MATERIAL RIPS FOR <br />SOLID NAILING <br />SECURE TREADS TO STRINGER- <br />W/(3)% 3' SCREWS • EA <br />STRINGER, UNTHREADED SHANK <br />TO EXTEND BEYOND THICKNESS <br />OF SUB -FLOOR SHEATHING <br />/ nB/ <br />/ FLR <br />3/4' KICK <br />I' MAX. PLATE <br />NOSING\fir Im <br />/ STAIR DATA: <br />/ 16R s 1.54' <br />'I MIN <br />15 <br />/ <br />'�TREADS <br />10I' NOSING <br />v - / <br />s <br />STOR. <br />/ <br />z QIII <br />/ <br />W <br />ro J / <br />V <br />3-2x12 SYP STRINGER <br />r / <br />REIWORCED W2x4 SPF <br />W/CONT. BEAD OF <br />SUB -FLOOR ADHESIVE <br />/ <br />PL'400 OR SIMILARE <br />-2 X 4-INFORGING <br />EA HORIZONTAL RUN <br />/ e EA 2 X. 12 STRINGER <br />SECURE W/12d 6'-8' O.C.64 <br />2X4 ATTACHED W 0d SLEEPER NS T AI R SECTION <br />AILS 4P 2X.T. <br />SLEEPER INTO SLAB WITHIN B' t.., K4L& vt•.l,m <br />OF EACH END, 32' O.G. MAX <br />3/4' TK. SUB FLOOR <br />GLUED t SCREWED <br />PER FASTENER <br />SCHEDULE <br />A R C R I T E C T E <br />6 <br />DF.- <br />Ai <br />Gro. <br />N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />F <br />h <br />4 <br />w <br />F <br />0 <br />r U13DM & LOT: <br />SILVERADO <br />LOT 20 <br />BLK 1 <br />IL POJECT# <br />04128.000-20001 <br />1[ODEL <br />4EGB <br />"GALEN" <br />GARAGE SHINE: <br />LEFT <br />PAGE: <br />SECOND <br />FLOOR <br />PLAN <br />150 MPH EXP. B CCA <br />ARCHRTECT- <br />STATE OF FLORIDA <br />P <br />F-pRnA11/07/16 <br />SCALE 1/4"=1'-0" <br />SIIE8IT <br />3 <br />