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36039 Carriage Pine Ct
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36039 Carriage Pine Ct
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Last modified
3/20/2025 11:08:25 PM
Creation date
2/19/2025 12:05:52 PM
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Building Plans
Street #
36039
Location
Carriage Pine Ct
Contractor
DR Horton
Building Plans - Permit #
17929
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A R C H I T E C T S <br />6 <br />24'X24'X12'— <br />CONC. PAD <br />W/3-"5 BARS <br />E.W. ON <br />CHAIRS MIN. <br />3' COVER <br />(2 TYP.) <br />14'-2" 1 6'-2" 1 I0'-4' <br />4' <br />DI SLAB 1-3 3I2' <br />■ 8 DI <br />DI <br />■ ■ ■ ■ ■ ` ■ TYP. <br />— — — — — — — — — — — — — — — — E <br />DI <br />� EMEND <br />_ SL,4B 11!L' <br />�— DI 0'-0' ELEV. �■ <br />4' CONC., REINF. W/ 6'xb' FIN. CONC. SLAB <br />�j WIAXWL4 WIWM ON 6-MIL POLY- - I <br />r. \'FI4 ETHYLENE VAPOR BARRIER ON`�' <br />L� fy s�WELL-COMPACTED CLEAN FILL <br />TERMITE TREATMENT SHALL BE <br />8'-It" dflra BORA-CARE 2e—Y ■ <br />I �lp FF_1r: <br />�_. --- L-- STUB UPI �I <br />r II TO 2ND FLR <br />14 I' PVC—il 'X48'XI2' CONC. I ■ 13 <br />L — J CHASE 2x6 II PAD W/3-5 BARS I DI <br />TO WALL" ONE WAY 15-S <br />ISLAND BARS OPP. WAY <br />\ _ _ c ON CHAIRS MIN. 3' <br />/ 1 1 pEp COVER ■ <br />1 J -- - <br />SINK \B �� � _B 5 <br />V 1 DI — 4' PVC <br />26'-Im' CHASE DI J 4' CONC. <br />— —— — ----- SLAB <br />m SLAB EXTEND <br />+ - - - BOLLARD II (COND. <br />ro 6B ASR'_Q. �1 <br />0'-0' ELEV. DI PER BLDCs. _ <br />I FIN. CONC. SLAB I N 1 g CODE 3 _m. I\ 3' <br />EDAU /3- 5 BARS <br />S I m LL` <br />EXTEND ■ <br />SLAB 1 I2' ro 30'X30*X12" CONC. <br />I-U <br />L — DI — — — — — — MIN. 3' COVER I Z- U <br />J Ludo <br />■ ■ ■ ■ 24'X24'XI2' CONC. ■ 0m U <br />3 I2' ---� PAD W/3--5 BARS 'kCL d v <br />13'-4 3-4" E.W. ON CHAIRS ■ WU0 <br />s MIN. 3' COVER <br />CONC. s SA <br />SLAB— �� — �� DI ■ IL B 0 SDI <br />1 ■ ■ ■ I � � I �5 I2' � J <br />5'-a' 2'-a' 11 <br />IT-4' 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 />2' VTR <br />112'�i���.' <br />�1/2 <br />1 1/2'y WASHER 1_2. 19 <br />2• <br />I 2' LAv1 <br />2' ' VTR <br />0 <br />mI <br />IL I <br />TO <br />PED. <br />SINK <br />2' VTR <br />i <br />'V XQ 1/2, I <br />1 I2'�i� <br />ri 2'ILAV <br />3' WC <br />1 I2' I 2' <br />TUB v I 3' <br />2' <br />QlKTCHEN <br />SINK W/ <br />AUTO VENT <br />PLUMBING RISER <br />DIAGRAM <br />SECURE STRAP TO <br />UNIT W/ (2) •8xl 1/4 <br />A/C <br />SHT MTL SCREWS <br />UNIT <br />SIMPSON WE,ROLL <br />STRAP OR EQUAL <br />SECURE STRAP TO <br />ON, <br />CONC. W/ (2)-3/I6'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 />Design <br />GrouP".n c. <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />W <br />h <br />w <br />0 <br />4 <br />0 <br />F <br />ti <br />J9 <br />auumv. ae LOT-. <br />SILVERADO <br />LOT 2 <br />BLK 2 <br />PMJM <br />04128.00 -02002 <br />MODEL: <br />4EGB <br />"GALEN" <br />GARAGE BVMG: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />ARCHITECT'. <br />STATE OF^^FLOMA <br />4V / 1 i <br />D TM 10/24/16 <br />SCA*-TM 1/4"=1'-0" <br />EIMWET <br />1 <br />
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