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8133 Wheat Stone Dr
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8133 Wheat Stone Dr
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Last modified
3/21/2025 4:43:08 AM
Creation date
2/24/2025 10:16:07 AM
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Building Plans
Street #
8133
Location
Wheat Stone Dr
Contractor
D R Horton
Building Plans - Permit #
139
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I N I <br />■ I 1 I <br />T-2.D r�' /2" - r>J _ 14'-3" <br />LLL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />■ <br />'4' L 8'-0" L 1 59'-10" <br />I'O UNDA MO N PIA N <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />70'-0" <br />N <br />C9 <br />,It <br />bo <br />M <br />GENERAL FOUNDATION NOTES: 0 O <br />+ CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND O <br />HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. O p <br />cF <br />+ EARTH AND EARTH FILL SUPPORTING SLABS GRADE � APEX <br />O <br />ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND C <br />SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. T_ <br />COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED 004 <br />PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR <br />CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. C) qj <br />+ IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE O <br />SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT ' m <br />EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. <br />+ SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB � <br />IN ACCORDANCE WITH THE BUILDING CODE. CONSULT N <br />ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. c" <br />• MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE _j <br />INTERCHANGEABLE. SEE SHEET ST-2D FOR ALTERNATE STEMWALL ILL <br />SECTIONS. <br />• 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL J tds <br />RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON _j N <br />SHEET ST-21D. 5; true design studios <br />z <br />FOUNDATION KEYNOTES: DC1 U 9000 REGENCY SQUARE BLVD. <br />Q SUITE 100, JACKSONVILLE, FL 32211 <br />cn <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN p <br />-A <br />8"x8" DEEP THICKENED <br />( 1 <br />B <br />12" DEEP FTG UNDER BOX <br />Op <br />' <br />EDGE w/ (1) #4 CONT <br />COLUMN, FTG TO BE <br />cl) <br />PROJECTED MIN 6" AS SHOWN <br />W <br />- - <br />16"SQx12" DEEP FTG <br />I�,1 <br />24"SQx20" DEEP FTG <br />H <br />4)C <br />� � <br />�J <br />w/ (3) #4 EW <br />(A <br />N <br />E <br />30"SQx20" DEEP FTG <br />(� <br />36"SQx20" DEEP FTG <br />° <br />w/ (4) #4 EW <br />F_ <br />w/ (4) #4 EW <br />J <br />co <br />- <br />48"SQx24" DEEP FTG <br />1 <br />#5 VERTICAL DOWEL TYP <br />W <br />G <br />w/ (5) #4 EW, T&B <br />AS SHOWN, SEE MASONRY <br />NOTES ON ST-1 <br />Q <br />,, <br />1 1/2" SLAB EXTENSION <br />. <br />AT FULL ROUGH <br />Cn <br />OPENING WIDTH <br />} <br />N . <br />z <br />W <br />W <br />c' <br />O <br />O <br />O <br />***NOTE TO C_ON_TR_ACTOR*** <br />01) <br />DR HORTON DOES NOT ALLOW FIBERMESH AS AN <br />ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET <br />LO <br />a <br />BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING <br />Z <br />w <br />ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT <br />MANUFACTURER AND DR HORTON_ <br />U <br />— _ <br />U) <br />; <br />12g <br />s'1N <br />Ov 7 <br />W LL <br />z -� z w <br />LLJ O Cn m <br />W Q <br />w Q` O <br />Z <br />U / 0 Q <br />W m w <br />0 J w 2. <br />ww <br />O x. <br />ILL a LL �: <br />O Z <br />O: <br />Lu <br />W <br />O <br />tl z <br />O a <br />U U- <br />p W. <br />Abbot Park Q , <br />j --- ----- -- fU <br />U- LOT 046-03 w <br />H . <br />Z Z. <br />} (D: <br />O PROJECT NO: W <br />J 2020.003566 U- w O <br />z DRAWN: -- - - O <br />U JTM o <br />CHKD:� LO <br />EAF <br />x . <br />C J <br />Q U <br />x 1111111 j."� to <br />m �� • \ �' S ��� Z <br />o <br />0 <br />W <br />= -0 * <br />Lu � :• S TE OF :mow: <br />O 04-30-2020 <br />1= w <br />CD <br />7�Opo U REVISIONS: Ili <br />L.L - <br />Q No. Description Date F- w <br />(n J <br />� U <br />O � <br />SA NITA RY ISO M EHUC o z <br />z - <br />= o <br />U <br />Lu <br />E- <br />x ST=2 <br />w <br />CMU/METAL CONNECTOR ENGINEERING¢ <br />u <br />
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