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8349 Wheatstone Dr
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8349 Wheatstone Dr
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Last modified
2/24/2025 10:51:26 AM
Creation date
2/19/2025 8:35:48 AM
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Building Plans
Street #
8349
Location
Wheatstone Dr
Contractor
DR Horton
Building Plans - Permit #
2906
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IOIi h .� df R'Iy lil'�II Y�II'1N'± i II _ _ i. 1 ' +�l'tpml <br />DocuSign Envelope ID: 5C51 EOE5-24F8-4973-AEC4-091 C2884D59C <br />GENERAL FOUNDATION NOTES: <br />65'-0" — - - - Ae <br />FOUNDATION PLAN - RH <br />1/4" = 1'-0" WHEN PRINTED ON 22"04" <br />2"0 VENT <br />TO EXT <br />I <br />I <br />I <br />I <br />I <br />e CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND <br />O <br />HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. <br />O <br />• EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS <br />N <br />u? <br />ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND <br />SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. <br />r- <br />COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED <br />00 <br />PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR <br />4 <br />CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. <br />O <br />e IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE <br />O') <br />SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT <br />EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. <br />�— <br />e SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB <br />N <br />IN ACCORDANCE WITH THE BUILDING CODE. CONSULT <br />04 <br />ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. <br />c") <br />e MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE <br />J <br />INTERCHANGEABLE. SEE SHEET ST-21D FOR ALTERNATE STEMWALL <br />U- <br />SECTIONS. <br />LLI <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-21D. <br />z <br />O <br />FOUNDATION KEYNOTES: DC1 <br />Q <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />A <br />8"x8" DEEP THICKENED <br />B <br />12" DEEP FTG UNDER BOX <br />0 <br />0 <br />EDGE w/ (1) #4 CONT <br />COLUMN, FTG TO BE <br />PROJECTED MIN 6" AS SHOWN <br />H <br />v <br />16"SQx12" DEEP FTG <br />❑D <br />24"SQx20" DEEP FTG <br />Z) <br />J <br />w/ (3) #4 EW <br />U) <br />30"SQx20" DEEP FTG <br />36"SQx20" DEEP FTG <br />w/ (4) #4 EW <br />w/ (4) #4 EW <br />J <br />00 <br />G <br />48"SQx24" DEEP FTG <br />H <br />#5 VERTICAL DOWEL TYP <br />AS SHOWN, SEE MASONRY <br />w <br />w/ (5) #4 EW, T&B <br />NOTES ON ST-1 <br />Q <br />E1 <br />1/2" SLAB EXTENSION <br />0 <br />AT FULL ROUGH <br />U) <br />OPENING WIDTH <br />} <br />VI\1 V"IN 1 IV VV111 I1_VI <br />ABOVE THE CENTER LINE OF <br />THE HORIZONTAL DRAIN <br />PIPE <br />Z <br />w <br />0 <br />w <br />***NOTE TO CONTRACTOR` w <br />DR HORTON DOES NOT ALLOW FIBERMESH AS AN O <br />ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET 0 <br />0) <br />BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING <br />ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT LO <br />ti <br />MANUFACTURER AND DR HORTON. <br />v <br />z <br />w <br />2"0 VENT Z) <br />TO EXT m <br />w <br />I w <br />I z <br />I z <br />I w <br />I <br />I � <br />I � <br />O <br />I U_ <br />I z <br />I � <br />l.J.. <br />O <br />Q_ <br />O <br />U <br />Q <br />0 <br />O <br />J <br />w <br />U <br />z <br />C� <br />O <br />J <br />O <br />_ <br />U <br />w <br />I— <br />x <br />w <br />a- <br />Q <br />m <br />0 <br />O <br />Q <br />O <br />F_ <br />U <br />LL <br />Q <br />(A <br />O <br />O <br />O <br />z <br />SANITARY ISOMETRIC - RH 0 <br />w <br />x <br />w <br />a <br />O <br />APEX'5 <br />tds <br />t2 <br />.II <br />true design studios j <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />I <br />N <br />'S <br />0 <br />o <br />m w <br />J w <br />w <br />V w <br />w <br />x <br />L <br />. ei6Ctron-11 <br />z <br />j;by Jwstiniy <br />iv" .;? <br />O <br />Pt: on tke date andl/or lime ,-aamo <br />ing di( <br />Q <br />�f?own i; '.? it?l', sif?fti,IT.U:'n. <br />Printed copies of this docurnent are <br />w <br />considered �.ignk d and sealvd <br />f— <br />:arld the si4inat.we must. bf( Jfnf:ed <br />z <br />by .' 3rd Party Certificate Authority <br />;n ar?y et7:>et'r'omC. copy <br />tL <br />w <br />Abbott Park <br />J <br />U <br />LOT 030-03 <br />0 <br />w <br />._ <br />Q <br />z <br />0 <br />G7 <br />PROJECT NO: <br />w <br />2021.009226 <br />0 <br />U- <br />O <br />DRAWN: <br />CD <br />o <br />o <br />--- <br />CHKD: <br />lti <br />MJP <br />cf) <br />w <br />J <br />Q <br />,���►►►►►rrrrrrr��� <br />, �CIN L.A& .,. <br />UU <br />��. <br />�11 G•E s • I� <br />`, <br />z <br />No 85166 <br />DocuSigned by: 'k r• <br />�. • w <br />" <br />0 <br />i •. s' ',�F�71 (BEF43�9.. w <br />",i F O R <br />U' <br />0 ••.... G� ��` <br />% <br />ss'�� <br />i A��� <br />a <br />07-29-2021 <br />p <br />w <br />REVISIONS: <br />w <br />- - <br />_ <br />No. Description Date <br />w <br />— <br />J <br />U <br />O <br />z <br />CMUIMETAL CONNECTOR ENGINEERING <br />
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