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8236 Wheat Stone Dr
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8236 Wheat Stone Dr
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Last modified
3/21/2025 6:23:03 AM
Creation date
2/24/2025 10:16:47 AM
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Building Plans
Street #
8236
Location
Wheat Stone Dr
Contractor
D R Horton
Building Plans - Permit #
2865
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:)ocuSign Envelope ID: 56C6F90D-EE21-449C-BBC3-18512246B1A8 <br />L-1 <br />0 <br />N <br />30 <br />SAN <br />FOUNDATION PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22"x34" <br />PLUMBING ISOMETRIC <br />15 DFU <br />ONNECT TO EXISTING <br />4NITARY MAINLINE. VERIFY <br />KACT LOCATION IN FIELD <br />2020 V1 A <br />GENERAL FOUNDATION NOTES: 1 <br />• CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND <br />HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. <br />IS <br />e EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE <br />ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND <br />o <br />p <br />SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. <br />N <br />COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED <br />U'? <br />PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR <br />CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. <br />N <br />04 <br />0 <br />• IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE <br />SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT <br />O <br />EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. <br />CID <br />e SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB <br />IN ACCORDANCE WITH THE BUILDING CODE. CONSULT <br />r- <br />ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. <br />N <br />e MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE <br />04 <br />INTERCHANGEABLE. SEE SHEET ST-21) FOR ALTERNATE STEMWALL <br />M <br />SECTIONS. <br />J <br />e 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL <br />LL- <br />RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON <br />LLI. w <br />SHEET ST-21D <br />J_ <br />z <br />o <br />FOUNDATION KEYNOTES: DC1 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN U <br />Q <br />"' <br />8"x8" DEEP THICKENED <br />F <br />12" DEEP FTG UNDER BOX <br />TO BE <br />I I <br />EDGE w/ (1) #4 CONT <br />" <br />COLUMN, FTG <br />o <br />PROJECTED MIN 6" AS SHOWN <br />O <br />❑C <br />16"SQx12" DEEP FTG <br />D <br />❑ <br />24"SQx20" DEEP FTG <br />w/ (3) #4 EW <br />w <br />H <br />E] <br />30"SQx20" DEEP FTG <br />36"SQx20" DEEP FTG <br />U) <br />w/ (4) #4 EW <br />w/ (4) #4 EW <br />6 <br />❑G <br />48"SQx24" DEEP FTG <br />❑ <br />#5 VERTICAL DOWEL TYP <br />AS SHOWN, SEE MASONRY <br />w/ (5) #4 EW, T&B <br />100 <br />NOTES ON ST-1 <br />w <br />❑j <br />1 1/2" SLAB EXTENSION <br />Q <br />AT FULL ROUGH <br />Z) <br />OPENING WIDTH <br />WA <br />U <br />z <br />w <br />w <br />0 <br />O <br />0 <br />LO <br />rl- <br />U) <br />cn <br />w <br />z <br />m <br />■ <br />C <br />-1 <br />w <br />■ <br />w <br />w <br />0 <br />o <br />z <br />0 <br />o <br />o <br />o <br />U <br />X <br />0 <br />o <br />O <br />04 <br />J <br />LL <br />Q <br />U <br />■ <br />z <br />J <br />co <br />■ <br />(� <br />O <br />J <br />z <br />U <br />w <br />I- <br />0O <br />w <br />it <br />a <br />Q <br />X <br />Q <br />m <br />C0 <br />z <br />O <br />w <br />Lo <br />O <br />H <br />I— <br />U <br />Q <br />CMUIMETAL CONNECTOR ENGINEERINGa <br />APEX <br />N <br />tds i7i <br />t2 <br />.0 <br />true design studios <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />CT� <br />041HOBON <br />� �11 <br />6200 LEE VISTA BLVD, STE 400 CL <br />t <br />ORLANDO, FL 32822 -c <br />P: 407-850-5200 <br />.a <br />z U) <br />w m w <br />0O cis <br />� j O <br />N� w LU <br />� w � o <br />x <br />z <br />O <br />0 <br />w <br />z <br />Abbott Park a <br />— -- - U- <br />LOT 017-02 w <br />_ J <br />Q <br />U <br />r� <br />w <br />PROJECT NO I- <br />2021.006636 z <br />O <br />DRAWN: <br />JAR w <br />0 <br />CHKD. MJ P LIL <br />O <br />0 <br />0 <br />u7 <br />,` j%J1111ini1, <br />No 85166 <br />D*uSipned by: 1D <br />z <br />: <br />CT.�� 1`�:...<.O F 14/ <br />Q� . V4671 DA(, F4'�I Q <br />SS 10 N A E��p <br />11111 <br />05-18-2021 0 <br />z <br />REVISIONS: <br />No. Description Date 0 <br />w <br />U) <br />w <br />_ H <br />J <br />Q <br />I— <br />O <br />ST=2 z <br />O <br />0 <br />
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