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4'-0' 6'-2" _ _ 29 <br />2' VTR <br />2-- 1 <br />I // 1-1/2• <br />k <br />CC.SIB 2• II- -/y V LAV 2'R <br />-3 I/22 2' <br />@ Q 9 I <br />2 I <br />�I � Vm 3 In�WASHER <br />IL <br />■ ■ ■ ■ ■ ■ • • ■ 1 • 1 TYP. / �Ilt� I 3' KITCHEN <br />SINK W <br />— — — — AUTO VENT <br />— — — — — — -� <br />UP <br />101 SLABNIDI/2' ---------- I I 2' AV <br />4' CONC., REINF. W/ 6'x&' 2• AV <br />WIAXWIA WU'I ON 6-MIL POLY- I vrR <br />0'-0' ELEV. ETHYLENE VAPOR RETARDER 2' <br />FIN. CONIC. SLAB ON WELL -COMPACTED CLEAN I ■ <br />■ FILL TERMITE TREATMENT SHALL I 2• tl 3' <br />m BE BORA-CARE <br />�+ <br />AV ( � I-IR <br />�nj m ii B CO 3' I TLB <br />■ B 4' 2 e 13 I @ I 2' <br />DI <br />■ I TO <br />rl--- <br />B13MAIN <br />PLUMBING RISER <br />xNOTE: ALL PVC PLUMBED TRAPS ARE TO BE 'P' TYPE. <br />t 1 L —. — — — J DI If0 ¢I • 'S' TYPE A� PROHIBITED. <br />I° 11 ! EXTEND <br />9 " SLAB I I/2' y AV. L -j B <br />m L —� — — — — lc� — 4' CONC. �n <br />L O F — — — — �✓ WC. SLAB <br />■ �� <br />W.H. .B 0 <br />---1 I STUB UP���DI\ <br />OAP — 6 TO 2ND 9L m�� 2'-8 9 4 I I <br />I --� _ ,- <br />■ I FOR ELEC. TO I BOLLARD&E A 1 <br />CHIA <br />ISLAND I 30'X30'X12' CONC. AS REQ. PER <br />24'X24'XI2' C INC. PAD W/3--5 BARS BLDG. CODE \ <br />m I PAD W/,_' BARS U? I E.W. ON CHAIRS i <br />E.UJ. ON CHAIRS - 6B MIN. 3' COVER 4' PVC <br />S I MIN. 3' COVER DI CHASE <br />I <br />OIL 0'-0' ELEv. EXTEND I I w a O S <br />FIN. CONC. SLAB SLAB 1 1/2' I SA - U - <br />�-- ----- --- m I DIzzp°� <br />I w U o <br />-. ■■ <br />• n , IQ' <br />4 13 i'-0' I I 2'-10, <br />A~ DI DI <br />13'-8° _ I, 3'-4" 2'-10" <br />firfi"" 21'SECURE -8° <br />■ ■ ■ ■ ■ ■ ■ --- UNIT Uk (2) -S IPI 4O <br />-7 4 d, - - 4A/CSHT MTL SCREWS <br />SLAB J Lpl — J ■ SIMPSON WB ROLL <br />._STRAP OR EQUAL <br />24'X24'XYl' CONC.PAD W/3-5 BARS SECURE STRAP TO <br />E.W. ON CHAIRS i2'-0" 1'-4-4'20'-4" . CONC. W/ l2)-3/I6'X2' <br />MIN. 3' COVER - SLAB TAP -CONS <br />FOUNDATION FLAN TO CONNECTION <br />TO PAD DETAIL <br />NOTES: <br />- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN NOTE: MAIN COND. DRAIN 3/4' DIA. <br />- FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL OVER HEAD ® 12' FROM STRUCTURE <br />MEET PROVISION OF SECTION R3113.1 OF THE FBCR 5TH <br />EDITION (2014) <br />J <br />A A C B I T E C T! <br />f,rDean <br />LVN rwvvu,rLazr— <br />PH: 407.774 6078 <br />FAX: 407-774.4078 <br />www.abdesigngroup.com <br />AA 8: 0003326 <br />F <br />y <br />U <br />2 <br />O <br />a <br />W <br />F <br />C <br />J <br />stnmlV. As IAT: <br />SILVERADO <br />LOT #4 <br />BLK #7 <br />PROJRCT* <br />04128.000-00471 <br />MODRIc <br />4EHB <br />"2605-HAYDEN" <br />GARAGR 91IMMO: <br />RIGHT <br />PAGR: <br />FOUNDATION <br />PLAN <br />150 MPH EXP, B <br />ARCM T <br />STATE OF FLORIDA <br />201F <br />P TM D10/20/17 <br />8CALR 1/4"=1'-0" <br />BiIRRT <br />1 <br />