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7923 Wheat Stone Dr
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7923 Wheat Stone Dr
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Last modified
3/20/2025 8:50:39 PM
Creation date
2/27/2025 1:13:37 PM
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Building Plans
Street #
7923
Location
Wheat Stone Dr
Contractor
D R Horton
Building Plans - Permit #
2101
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)ocuSign Envelope ID: CDCDF364-07E8-49F4-8C4B-2A49C84D359F <br />I A III 1 111-1 I awm A+ I I I [ I' I I I I I I' 111l' f - <br />- --- --- 2020 V1.0 <br />GENERAL FOUNDATION NOTES: <br />T-0" <br />VERIFY AC CONI <br />LOCATION W/ <br />SITE PLAN <br />FOUNDATION PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />70'-0" <br />VERIFY AC COND <br />4 LOCATION W/ <br />SITE PLAN <br />SIM 9" CURB <br />• <br />CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND <br />HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI LINO. <br />O <br />• <br />EARTH AND EARTH FILL SUPPORTING SLABS GRADE <br />LID <br />C? <br />O <br />ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND <br />APEX <br />C <br />SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. <br />NI <br />COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED <br />op <br />N <br />PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR <br />CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. <br />o <br />(Dj <br />• <br />IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE <br />O) <br />Q; <br />SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT <br />' <br />mj <br />EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. <br />• <br />SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB <br />N <br />IN ACCORDANCE WITH THE BUILDING CODE. CONSULT <br />N <br />ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. <br />cy) <br />'I <br />• <br />MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE <br />� <br />INTERCHANGEABLE. SEE SHEET ST-2D FOR ALTERNATE STEMWALL <br />SECTIONS. <br />t S <br />• <br />24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL <br />J <br />RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON <br />J <br />SHEET ST-2D. <br />true design studios <br />z <br />O <br />- <br />-- — <br />OUNDATION KEYNOTES: DC1 <br />U) <br />v <br />9000 REGENCY SQUARE BLVD. <br />Q <br />SUITE 100, JACKSONVILLE, FL 32211 <br />cn <br />N ES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />pf <br />[—A <br />8"x8" DEEP THICKENED �I 12" DEEP FTG UNDER BOX <br />COLUMN, FTG TO BE <br />- <br />�p <br />r' <br />�i <br />EDGE w/ (1) #4 CONT-"I <br />(I <br />PROJECTED MIN 6" AS SHOWN <br />H <br />C <br />24"SQx20" DEEP FTG <br />16"SQx12" DEEP FTG <br />NI <br />w/ (3) #4 EW <br />w <br />UsH <br />) <br />ao"19ON' <br />E 130"SQx20" <br />__ <br />DEEP FTG F 36"SQx20" DEEP FTG <br />w/ (4) #4 EW w/ (4) #4 EW <br />J <br />t <br />:3 <br />"- <br />#5 VERTICAL DOWEL TYP <br />ma <br />f G <br />48 DEEP FTG �� AS SHOWN, SEE MASONRY <br />U <br />(5R#4 EW, <br />NOTES ON ST-1 <br />Q <br />1 1/2" SLAB EXTENSION <br />AT FULL ROUGH <br />OPENING WIDTH <br />N <br />Z <br />W <br />(D <br />W <br />Ilf <br />O <br />O <br />I ***NOTE TO CONTRACTOR— <br />m <br />DR HORTON DOES NOT ALLOW FIBERMESH AS AN <br />ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET <br />P-L <br />LID <br />>= <br />ti <br />a <br />BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING <br />z <br />Z <br />W <br />ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BYPRODUCT <br />I <br />U) <br />MANUFACTURER AND DR HORTON. <br />w <br />I —_ <br />W LL <br />z —j z w <br />m <br />LLJ O c) <br />w <br />w Q <br />w O <br />z <br />(D > Q <br />z LU <br />m <br />W W w <br />o J <br />W W ti <br />OLL ILL <br />�' X <br />z <br />z Z <br />O O <br />Q 0 <br />w w <br />O <br />a_ z <br />w R <br />O a <br />U U, <br />w <br />� J <br />Abbott Park Q <br />O U <br />J C/) <br />LL LOT 010-03 0 <br /><C w <br />z z <br />— (D <br />Z } <br />7.7 j O w <br />PROJECT NO: W <br />w� 7 � 2021.003505 0 <br />z DRAWN: O <br /><U LDG <br />, o <br />07 <br />W <br />7 CHKD: <br />X�� ~ MAP U) <br />X <br />�,7 > w <br />— <br />LLI <br />.J <br />� <br />Q`��tttrrrrri��� <br />7 s�ti <br />��5(1N LqN/,, ie# <br />U <br />cA <br />v) <br />} <br />m <br />,. ENS�.;9 , <br />z <br />0 <br />w <br />afiftneci b <br />z <br />_ <br />�T <br />.. t. .ae M . : <br />S� IE VF <br />, <br />F435... <br />z <br />GO z <br />���� SIO N At- E .�`� <br />to <br />��rrrrrrttttt�% <br />Q <br />,7 7 L4a19q4l O <br />03-23-2021 <br />0 <br />7���� U_ <br />w <br />REVISIONS: <br />U_ <br />Q <br />No. Description Date <br />c <br />w <br />a <br />U) <br />SANITARY ISOMETRIC -1 Z <br />z O <br />2 0 <br />U <br />w <br />H <br />X S T =2 <br />W <br />a. <br />Q <br />CMU/MFTAI_ CONNFCTOR FNGINFFRING <br />
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