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DocuSign Envelope ID 944B87A4-AB83-4B43-886B-F48BO5ABCOB7 <br />2020 V1.0 <br />GENERAL FOUNDATION NOTES: <br />I <br />I � <br />I <br />I <br />00 I <br />I <br />I <br />I <br />I <br />I <br />I <br />0 <br />M <br />VERIFY AC COND <br />LOCATION W/ <br />SITE PLAN <br />70'-0" <br />I <br />■ ■ <br />■ <br />I •— • <br />• • <br />■ <br />• <br />— — — — <br />_ L — — — — — — — — — — — <br />— — — — — — — — — — <br />c\j <br />— — — — — — — <br />H , <br />1111 <br />I <br />5�12„ - <br />14'-3" I <br />l <br />■ I <br />T-2.D <br />�,I <br />I <br />I <br />NI <br />— <br />MI <br />I <br />co <br />I <br />I I <br />&4I <br />aol <br />1 � <br />I <br />4„ I �„ <br />- <br />T-2.D <br />■ <br />I <br />� <br />■ <br />—I — — — — — — — — 15-11— — — — <br />-- — — — — - - — --_ - NI <br />I <br />of <br />I ■ <br />■ <br />— - OPT <br />Cl),T <br />�0,� <br />T-2.D <br />NI <br />- - - - - - - -J <br />1 <br />IZ <br />I <br />-- <br />ICr)ry <br />I <br />Imp <br />°` <br />o <br />100 <br />I <br />OPT 6 - <br />-- 5.-4„ 5, 0„ <br />-- <br />w Q <br />_ <br />I� <br />�I <br />r----I--- ■ <br />■ <br />-- <br />- - - - -- --� <br />I 4 <br />5 1 <br />■ I 1 <br />I T-2.D <br />I / A ao <br />T-2.D L <br />01 <br />■I <br />� I <br />I <br />I <br />I <br />FOUNDATION PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22"x34" <br />F-� <br />70'-0" <br />OP <br />00 <br />v <br />IF <br />0 <br />N <br />• CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2 THICK AND <br />CD <br />CT <br />HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI LINO. <br />• EARTH AND EARTH FILL SUPPORTING SLABS GRADE IS <br />N <br />p <br />0 <br />ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, ANDPEX <br />SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. <br />N <br />U <br />COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED <br />cp <br />O <br />PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR <br />CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS <br />(D <br />• IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE <br />O') <br />1 SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT <br />' <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 <br />N <br />ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. <br />('`) <br />• MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE <br />la <br />SEE SHEET ST-2D FOR INTERCHANGEABLE <br />STEMWALL & MONOLITHIC SECTIONS (DETAILS 1/2 & 5/7). <br />ILL.INTERCHANGEABLE. <br />Lll <br />• 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL <br />Wtds <br />.Q <br />RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON <br />W <br />N <br />SHEET ST-2D. <br />true design sta�dius <br />Z <br />O <br />Un <br />FOUNDATION KEYNOTES: DC1 U <br />9000 REGENCY SQUARE BLVD. <br />Q <br />SUITE 100, JACKSONVILLE, FL 32211 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />O <br />8"x8" DEEP THICKENED <br />12" DEEP FTG UNDER BOX <br />C) <br />A <br />EDGE w/ (1) #4 CONT <br />B <br />COLUMN, FTG TO BE <br />T <br />PROJECTED MIN 6" AS SHOWN <br />W <br />C <br />C <br />16"SQx12" DEEP FTG <br />D <br />ww/ (3) 4EWEEP FTG <br />RIHOMOV <br />co <br />(D30"SQx20" <br />E <br />DEEP FTG <br />w/ (4) #4 EW <br />FJ <br />36"SQx20" DEEP FTG <br />w/ (4) #4 EW <br />W <br />° a <br />'- <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 />I <br />0-1 <br />NOTES ON ST-1 <br />Q <br />1 1/2" SLAB EXTENSION <br />AT FULL ROUGH <br />U <br />OPENING WIDTH <br />} <br />N <br />U <br />Z <br />W <br />W <br />This item has been electronically <br />signed and sealed by Justin M Lanier, <br />O PE on the date and/or time stamp <br />shown using a digital signature. <br />***NOTE TO CONTRACTOR"' Printed copies of this document are <br />DR HORTON DOES NOT ALLOW FIBERMESH AS ANI > <br />not considered signed and sealed <br />ALTERNATIVE TO WF AS SPECIFIED IN THIS PLAN SET and the signature must be verified <br />W <br />by a 3rd Party Certificate Authority <br />O Qon any electronic copy I _ <br />BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING Z <br />ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BYPRODUCT Co W <br />MANUFACTURER AND DR HORTON. 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Description Date <br />�- - - - W <br />� I W <br />Q <br />} U <br />(.D to <br />SANITARY ISOMETRIC - LH o 0 <br />z - O <br />= o <br />U <br />W <br />X ST=2 <br />W <br />W <br />Q <br />CMU/METAL CONNECTOR ENGINEERING <br />