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3ocuSign Envelope ID: A4009781-616C-4779-89D3-82670B892C17 <br />0? <br />CV <br />19 DFU <br />VERIFY AC COND <br />LOCATION W/ <br />SITE PLAN <br />2-WAY GCO <br />FLUSH ON GRADE <br />FOUNDATION PLAN_____ <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />7n' n" <br />r� <br />I � 2"0 VENT � <br />I i <br />I �� �oe I I <br />I I I I <br />1 <br />2020 V1.0 <br />GENERAL FOUNDATION NOTES: <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 />• EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS <br />ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND <br />SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. <br />COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED <br />PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR <br />CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. <br />IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE <br />SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT <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 />ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. <br />• MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE <br />INTERCHANGEABLE. SEE SHEET ST-2D FOR ALTERNATE STEMWALL <br />SECTIONS. <br />• 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL <br />RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON <br />SHEET ST-2D. <br />FOUNDATION KEYNOTES: DC1 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />8"x8" DEEP THICKENED 12" DEEP FTG UNDER BOX <br />EDGE w/ (1) #4 CONT ❑B COLUMN, FTG TO BE <br />PROJECTED MIN 6" AS SHOWN <br />lcJ 16"SQx12" DEEP FTG <br />❑E 30"SQx20" DEEP FTG <br />w/ (4) #4 EW <br />(� 48"SQx24" DEEP FTG <br />l " w/ (5) #4 EW, T&B <br />❑j 1 1/2" SLAB EXTENSION <br />AT FULL ROUGH <br />OPENING WIDTH <br />❑D 24"SQx20" DEEP FTG <br />w/ (3) #4 EW <br />F 36"SQx20" DEEP FTG <br />r� w/(4)#4EW <br />#5 VERTICAL DOWEL TYP <br />AS SHOWN, SEE MASONRY <br />NOTES ON STA <br />***NOTE TO CONTRACTOR' <br />DR HORTON DOES NOT ALLOW FIBERMESH AS AN <br />ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET <br />BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING <br />ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT <br />MANUFACTURER AND DR HORTON. <br />u <br />0 <br />7 <br />ti <br />O0 <br />APEX0 <br />U U <br />w <br />z_ <br />N <br />U <br />m <br />W <br />W <br />z <br />z tds W -6 <br />Q true design studios N <br />0 <br />w <br />0 <br />j 9000 REGENCY SQUARE BLVD. <br />LL SUITE 100, JACKSONVILLE, FL 32211 <br />z 904.821.5200 i p <br />N <br />c <br />O <br />01,1090N, <br />U � <br />g &,wee <br />E <br />O ZZ <br />J <br />LL <br />Q <br />z_ N <br />} <br />0 <br />0 <br />J <br />O <br />z <br />2 <br />U <br />w <br />H <br />X CL w <br />W Q v,^^ �� <br />p MW <br />W <br />m <br />p w <br />W cf) cn <br />z O <br />3: - <br />O I- <br />w Q O <br />Q <br />z W 0 <br />a Jw <br />F <br />M w w <br />U LL W <br />LL <br />Q F� <br />X <br />O z <br />J O <br />O 0 <br />z w <br />= I— <br />U z <br />Abbott Park <br />X <br />W LL <br />13- LOT 013-03 w <br />Q J <br />Q <br />U <br />w <br />PROJECT NO: <br />2021.006634 z <br />DRAWN: <br />JAR w <br />CHKD. MJ P LL <br />0 <br />0 <br />u4i <br />,00 <br />, IN LqN��.w <br />.`� •' C•E N S • 9 '. Q <br />No 85166 cn <br />r r I✓/ <br />* • --o 71 u8(gned by: •' <br />z <br />p'•,L"T <br />DQEF43y � F • � 2 <br />� <br />• A, P • <br />-.1"11111111110 U) <br />05-18-2021 0 <br />z <br />REVISIONS: <br />No. Description Date <br />w <br />U) <br />- _ w <br />w <br />Q <br />H <br />0 <br />ST=2 z <br />O <br />0 <br />CMU/METAL CONNECTOR ENGINEERING <br />