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I <br />4' <br />CONC. <br />SLAB <br />6'-2' 4' <br />0' <br />9 <br />0 <br />F <br />B <br />13 Q' -3 1/2' <br />DI <br />TYP. <br />DI <br />�— --- — <br />4' GONG., REINF. W/ 6'x6SLAB 1DI/2' DI <br />WI.4XWI.4 WWM ON 6-MIL POLY- <br />ETHYLENE VAPOR RETARDER I <br />0'-O'ELEv. <br />ON WELL -COMPACTED CLEAN <br />■ FILL TERMITE TREATMENT SHALL FIN. CONG. SLAB <br />BE BORA-CARE` ■ <br />V <br />21'-0' <br />2'-9' 2'-9' 22'-10' <br />3-II' 1'-6' <br />DI <br />I <br />■ <br />13 <br />I <br />DI <br />DI <br />DI <br />I' -II' <br />��� <br />+ <br />w +' <br />II' 10' <br />8' 6' <br />Il' 5' <br />rh <br />If <br />m 31 DI L--- --J <br />r-� t <br />Iti o I ( LAv EXTEND <br />°I <br />0 <br />a coNc. <br />1 \ SLAB I I/Y <br />— <br />L �J-------- <br />\_J <br />m <br />SLAB <br />■ 2X12 <br />N.B. <br />W.H. <br />-5 I <br />9 <br />3'-6, 4. <br />_`r <br />5TU5 UP <br />r — — <br />TO 2ND FLR <br />OPT. <br />V-4. <br />9,_0. <br />I REF. I <br />`0 <br />GOND. <br />L--J <br />in <br />�' <br />I <br />I' PVC CHASE <br />■ BOLLARD <br />FOR ELEC. TO ■ <br />AS REQ. PER 30'X30'X12' GONC. <br />I <br />ISLAND <br />BLDG. CODE PAD W/3-5 BARS <br />24'X24'XI2' GONG. <br />E.W. ON CHAIRS <br />I m <br />PAD W/3-5 BARS <br />4' PVC MIN. 3' COVER 6B <br />E.W. ON CHAIRS <br />m <br />CHASE DI <br />— <br />MIN. 3' COVER I <br />— <br />a0 ° <br />I <br />I <br />e <br />$a� <br />I <br />I <br />I ■ <br />w <br />EXTEND <br />0'-0' ELEv. <br />° W O S <br />SLAB I I/2' <br />FIN. CONC. SLAB I <br />DI <br />WazU° <br />J <br />w U U <br />I <br />--- <br />----- — <br />1 1/2' <br />133 1/2' 4 <br />I pl <br />I'-0' <br />2' 10' <br />DI ~O DI <br />3'-4' <br />13:_8. <br />21'-5' 0 <br />9 <br />CONIC. 0-LL <br />■ ■■ ■■ ■■ v SLAB <br />9 <br />II q aid 4 r <br />■ L-- I 1 L------DI J ■ <br />- <br />DI <br />FOUNDATION PLAN <br />NOTES: <br />- VERIFY CONDEN5ER PAD LOCATION WITH 51TE PLAN <br />- FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL <br />MEET PROVISION OF SECTION R3113.1 OF THE FBCR 5TH <br />EDITION (2014) <br />24'X24'XI2' CONIC. <br />PAD W/3-5 BARS <br />E.W. ON CHAIRS <br />MIN. 3' COVER <br />(3 TYP.) <br />2' VTR <br />t <br />1.1/2• <br />\� <br />2' VTR <br />LA L4�-112'I�.2. <br />2 fT <br />3 TUB 3, <br />I <br />W45NER/I I 3 <br />r <br />V VTR' <br />61fJn, ' <br />I <br />r <br />3' <br />2" 1� <br />l\ <br />SINK W/ r�TCWEN'' <br />I <br />4UTO VENT <br />I r��yyi <br />-I <br />II1G. UP Aj <br />th <br />1-1/2' I LAV <br />� I <br />Tub <br />2, a <br />2' <br />MAIN <br />PLUMBING RISER <br />NOTE: ALL PVC PLUMBED TRAP5 ARE TO BE 'P' TYPE <br />'S' TYPE ARE PROHIBITED. <br />SECURE 5TRAP TO <br />UNIT W/ (2) -5x1 1/4 <br />A/C <br />SHT MTL SCREWS <br />UNIT <br />SIMP60N WB ROLL <br />STRAP OR EQUAL <br />SECURE STRAP TO <br />CONIC. <br />CONC. W/ (2)-3/16'XV <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 0 12' FROM STRUCTURE <br />A R C R I T I C T• <br />Desigr _rn <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />w .abdesigngmup.-m <br />AAO:0003325 <br />D <br />y <br />W <br />0 <br />4 <br />h <br />0 <br />4 <br />POOR. de IAT: <br />SILVERADO <br />LOT #20 <br />BLK #6 <br />PROJECT# <br />04128.000-02061 <br />7[ODETt <br />4EHB <br />"2605-HAYDEN" <br />GARAGE 9RING: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />%150 MPH EXP. B <br />ARCHRECT-. <br />STATE OF FLORIDA <br />DATE,- 11/7/17 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />