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36185 Stable Wilk Ave
Zephyrhills
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36185 Stable Wilk Ave
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Last modified
3/21/2025 1:46:17 AM
Creation date
2/19/2025 12:06:59 PM
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Building Plans
Street #
36185
Location
Stable Wilk Ave
Contractor
DR Horton
Building Plans - Permit #
18370
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SECURE STRAP TO <br />UNIT W/ (2) -8x1 1/4 <br />A/C <br />SHT MTL SCREWS <br />lylIT <br />SIMPSON WB ROLL <br />STRAP OR EQUAL <br />SECURE STRAP TO <br />CONC <br />CONC. W/ (2)-3/I&'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 s 12' FROM STRUCTURE <br />2• VTR <br />2A <br />�-i I/2' <br />KITCHEN <br />SINK W/ 2' VTR <br />�i 2 <br />\ <br />AUTO PENT 2•�>�j I/2� <br />F i <br />UC <br />I I/123�1/•2 <br />�24fr <br />1 I/2�II <br />LAvi11/2 . . <br />LAv <br />TUB <br />I <br />3 <br />2 <br />3' <br />WC <br />• SHWR 1/2' <br />2• WASHER <br />PLUMBIN <br />g• <br />CO <br />4' <br />DIAGRAM rMA <br />I <br />4 <br />pl <br />DI <br />— <br />— — — <br />■ <br />Wo <br />4 <br />■ �w <br />SO <br />0'-0' ELEV. <br />IILI <br />FIN. CONC. SLAB <br />4' CONC., REINF. W/ 6'x6' <br />�i <br />WI.4XWI.4 ULM ON 6-MIL POLY- <br />I ■ ■ <br />■ <br />_ <br />ETHYLENE VAPOR BARRIER ON <br />L <br />- _ <br />WELL -COMPACTED CLEAN FILL <br />— — — <br />TERMITE TREATMENT SHALL BE <br />10 <br />BORA-CARE <br />DI <br />EXTEND <br />SLAB 11/2' <br />14'-3' 14'-8" <br />3'-4" <br />I <br />'1'-5' <br />36'x60' <br />II SHWR PAN <br />F- I <br />I � <br />1 <br />1 <br />DI <br />� <br />■I <br />I <br />HB <br />■ <br />}, / 13 1/2'-- <br />i-�"C4' PVC <br />-,K�i i / / CHASE <br />SLAB <br />�'� <br />(COND.1 <br />1 <br />■ <br />BOLLARD AS REQ. <br />I/ PER BLDG. CODE <br />_ <br />\ <br />EXTEND END OF PVC. <br />RASE UP 12' ABOVE <br />3,-� ^ 4" <br />i <br />I COND. CCNC. PAD <br />I <br />I � <br />�I <br />I� <br />�I 8 <br />■ <br />DI <br />I <br />IS <br />i <br />L <br />4" <br />EXTEND <br />SLAB 1 1/2 <br />�I <br />m <br />I <br />I <br />I <br />I <br />I <br />� <br />I <br />LpW JLL JL <br />II <br />I OPT. I <br />SINK <br />II <br />I REF I <br />�; <br />ro <br />II <br />II <br />I' PVC CHASE <br />RAN <br />II <br />.E I <br />FOR ELEC. TO <br />ISLAND <br />(\ I <br />I <br />L , <br />I <br />I <br />I <br />I <br />2X61 WALL <br />r <br />LAv. <br />N <br />I ■ <br />EXTEND m� <br />SLAB 1 1/2' <br />� Irz <br />I <br />■■ 10'-0 <br />ELEV. I <br />FIN. CONC. SLAB <br />I <br />I <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 />ro <br />s <br />24'X24'XI2' GONG. I <br />PAD W/3-5 BARS <br />E.W. ON CHAIRS <br />MIN.- COVER <br />A R C N I T E C T E <br />ICI <br />PH: 407-774-6078 <br />FAX: 407-77 c8 <br />W ww.a bdasigngroup.om <br />AA S: 0003325 <br />W <br />w <br />0 <br />a <br />W <br />R <br />O <br />m <br />SURMV. dt LOT. <br />SILVERADO <br />LOT 21 <br />LOT 1 <br />PROJRCT#► <br />04128.000-21001 <br />atom <br />4EBB <br />1828— CALI" <br />GARAGE SI MG: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />ARCFRTECT-' <br />01 <br />DATjL. 11/02/16 <br />SCAM 1/4"=1'-O" <br />mHEXT <br />1 <br />
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