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24'X24'XI2'— <br />CONC. PAD <br />W/31 BARS <br />E.W. ON <br />CHAIRS MIN. <br />3' COVER <br />(2 TYP.) <br />I. 12'-3" Im'-m" 16'-5" I. <br />— — <br />T— — — <br />c0 <br />ZILs <br />IILLLI I <br />I pw I I' PVC--rI <br />L — J CHASE 2x6 II <br />TO WALL = <br />ISLAND lr r/r1 <br />■ I U <br />4' <br />m�O <br />s��' 3 1/2' <br />-0 <br />13 <br />DI <br />g <br />DI <br />■ <br />� <br />■ <br />■ ■ <br />`■� <br />TYP. <br />E <br />EMEND 10 <br />LAB 1 1/2. DI <br />�■ <br />DI <br />0'-0' ELEV. <br />— 4- GONG, REINF. W/ 6-x6' <br />FIN. CONC. SLAB <br />WIAXWIA WWM ON 6-MIL POLY- . <br />ETHYLENE VAPOR BARRIER ON <br />WELL -COMPACTED CLEAN FILL 9 <br />TERMITE TREATMENT SHALL BE <br />BORA-CARE —� <br />29'-9" <br />■ <br />, <br />STUB UP <br />TO 2ND FLR <br />FED' \� 1 <br />SINK \g <br />DI <br />SLAB 1 1/2' <br />ro� <br />6B <br />B <br />DI <br />FIINN. CONCESLAB <br />i <br />SLAB EI <br />■ <br />■ ■■ <br />3 1/2' <br />13_-4° <br />4CCt�C <br />SLAB' <br />i <br />u <br />� <br />X48'XI2' CONC. <br />13 <br />PAD W/3-*5 BARS <br />DI <br />ONE WAY 6 5-"5 I <br />BARS OPP. WAY <br />ON CHAIRS MIN. 3' I <br />COVER <br />■ <br />4' PVC DI <br />20'-I0' CHASE <br />4' ONC. <br />LAB <br />--- <br />-- <br />_ -I <br />-- <br />He <br />20'-a' <br />(CONDO <br />I_, <br />BOLLARD <br />AS REQ. <br />II <br />�1 <br />JIi <br />N PER BLDG. <br />CODE <br />3 -0' <br />4 <br />■ <br />30' GONG. <br />`fl <br />I <br />?U O 0 <br />PAD /3-W/3-2' <br />9 BARS <br />m 4 c0 <br />E.W. ON CHAIRS = <br />Q p- <br />MIN. 3' COVER <br />I <br />24'X24'XI2' CONC. <br />r <br />■ p W U <br />- PAD W/3-9 BARS <br />--- - - <br />W d) U <br />EAU. ON CHAIRS <br />L <br />■ w U 6 <br />MIN. 3' COVER <br />0 <br />SA <br />DI <br />51/2• �0 <br />J <br />r <br />FOUNDATION PLAN <br />NOTES: <br />- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN <br />- FLOOR ELEVATION$ AT REQUIRED EGRESS DOOR SHALL <br />MEET PROVISION OF SECTION R31I3.1 OF THE FBCR 5TH <br />EDITION (2014) <br />2' VTR <br />i <br />�12; <br />1 I/2'� WASHER �2. iC <br />I 2 2- i LAVI <br />2' VTR <br />I ��\ <br />2,� I� <br />01 <br />PED. <br />SINK <br />2' VTR <br />- <br />,v y-1 1/2' <br />1 1/2'*-- I <br />r- 2'JLAV <br />3 WC <br />1/2' y I 2' <br />TUB4II 2' <br />KITCHEN <br />J SINK W/ <br />AUTO VENT <br />CO <br />TO <br />MAIN <br />PLUMBING RISER <br />DIAGRAM <br />ro <br />ro <br />v <br />SECURE STRAP TO <br />UNIT W/ (2) -Sx1 1/4 <br />A/C <br />SHT MTL SCREWS <br />UNIT <br />SIMPSON WB ROLL <br />STRAP OR EQUAL <br />SECURE STRAP TO <br />CONC <br />CONC. W/ (2)-3/16'X2' <br />SLAB <br />TAP -CONS <br />A/C <br />CONNECTION <br />TO <br />PAD DETAIL <br />NOTE: MAIN COND. DRAIN 3/4' DIA. <br />OVER HEAD B 12' FROM STRUCTURE <br />ARCHITECT S <br />Design <br />Grou ln.. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />w .abdesigngroupxom <br />AA t 0003325 <br />F <br />W <br />h <br />W <br />0 <br />w <br />0 <br />4 <br />U <br />Q <br />E <br />r <br />F <br />Ae LOT: <br />RADO <br />#16 <br />#1 <br />mj 000-16001 <br />MODEL: <br />4EGB <br />"GALEN" <br />GARAGE D'FrMG: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 MPH EXP. D <br />ARCHITECT - <br />STATE N-1 <br />OF FLOPoDA <br />,TE <br />q1-`P, <br />Dnom <br />11/07/16 <br />BC.%=: 1 /4'° =1'- 0" <br />EIi�ET <br />1 <br />