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36161 Stable Wilk Ave
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36161 Stable Wilk Ave
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Last modified
3/21/2025 1:34:45 AM
Creation date
2/19/2025 12:07:59 PM
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Building Plans
Street #
36161
Location
Stable Wilk Ave
Contractor
DR Horton
Building Plans - Permit #
18369
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2 2' VTR <br />KITCHEN <br />SINK W/ 2' VTR <br />�i 2• I .i-I 1/2 AUTO VENT 2� �j 12y <br />,,--1 1/2' H \ 1 1/2' MI <br />�1 LAV -I 1/22' 3' I LAV 1 TUB <br />3 I 2. <br />1 1 3' 3' WC <br />2' SHWR 12' 3• 3• <br />2' WASHER <br />2' <br />CO <br />PLUMBING RISER <br />DIAGRAM TO <br />TYP. _ <br />1■ <br />■ <br />F_ — — — <br />E <br />DI <br />TYP. <br />_ <br />`■jI <br />I <br />■ I <br />DI <br />I <br />Q <br />39'-5" <br />0'-0' ELEV, <br />FIN. CONC. SLAB <br />4' GONG, REINF. W/ 6'x6' <br />W1.4XWI.4 WU1M ON 6-MIL POLY- <br />ETHYLENE VAPOR BARRIER ON <br />WELL -COMPACTED CLEAN FILL <br />TERMITE TREATMENT SHALL BE <br />BORA-CARE <br />I <br />DI <br />'I <br />I <br />I 5 0 ifi EXT <br />? DI = I 5LA <br />HB ■ <br />4' CONC. -H <br />SLAB / 31/2, <br />— `-—1�------- 4' PVC <br />MS <br />— 1 I r — — — <br />I � 8 ■ C' 4I ONC. <br />� SLAB <br />I N� <br />LE <br />10 EXTEND <br />DI SLAB 112' <br />I <br />I <br />I <br />I Irma <br />I Dw OPT. I I <br />SINK II I REF <br />Q II <br />II rr1' PVC CHASE <br />I�FOR ELEC. TO I <br />RAI, GESLAND <br />Lo `� J <br />I <br />II <br />• - II <br />I <br />CHASE <br />I <br />r(ri�yll1 �— <br />COND. <br />■ REQ <br />PER BLDG.BOLLARD4CODE <br />/ <br />DI <br />LAV.. <br />EXTEND END OF PVC. <br />HASE UP 12' ABOVE <br />Im I <br />_ 3T6 4"D <br />COND. CONC. PAD <br />— <br />I <br />I <br />O <br />SXTEND <br />LAB 1 1,2. m1 <br />3 12' ri <br />I <br />� I <br />4' <br />I <br />LAB <br />■ ■■ <br />I <br />0'-O' ELEy. <br />�------ <br />FIN. CONC. SLAB <br />DI <br />I <br />LDI <br />�5 12' <br />- L DI <br />— — — — <br />4 <br />II <br />DI <br />5 <br />18- <br />_B <br />DI <br />2 <br />4'-4" <br />21'-4' <br />FOUNDATION PLAN <br />NOTES: <br />- VERIFY CONDENSER PAD LOCATION WITH SITE 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'X12' CONC, I <br />PAD 5 W/3-BARS <br />E.U.J. ON CHAIRS <br />MIN. 3' COVER <br />A N C X I T E C T 3 <br />6 <br />Desiggn <br />PH: 407.774-8078 <br />FAX: 407-774-4078 <br />w .abdeaigngroupxom <br />AA #: 0003325 <br />F <br />w <br />ti <br />w <br />ca, <br />G <br />R <br />O <br />FF <br />9VHD2\i. Ae LOT <br />SILVERADO <br />LOT #23 <br />BLK #1 <br />PROJECT <br />04128.001-23001 <br />MODELS <br />4EBB <br />1828— CALI" <br />GARAGE EtWMG: <br />LEFT <br />PAOE <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B 00 <br />ARCHITECT <br />STATE OF FLORIDA <br />SECURE STRAP 1 O 'L <br />UNIT W/ (2)'8x11/44 Y <br />A/C SHT MTL SCREWS <br />UNIT SIMPSON WB ROLL <br />STRAP OR EQUAL <br />ABOUCHACRA <br />SECU� STRAP TO AR NO 93723 <br />CONC. CONC. W/ (2)-3/16'X2' PRLNT <br />SLAB TAP -CONS DATE: 11/3/16 <br />A/C CONNECTION aC"MM 1/4"=1'-0" <br />TO PAD DETAIL <br />NOTE: MAIN GOND. DRAIN 3/4' DIA. <br />OVER HEAD • 12' FROM 5TRUCTURE JJJLLL <br />
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