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)ocuSign Envelope ID: 27030141-407C-4A95-9E01-76D3151029B1 <br />2020 V1.0 <br />GENERAL FOUNDATION NOTES: <br />OP <br />I <br />IT <br />0 <br />ih <br />T-0" 4' <br />VERIFY AC CON <br />LOCATION W/ <br />SITE PLAN <br />FOUNDATION PLAN <br />1/4" =1'-0" WHEN PRINTED ON 22"04" <br />• 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 />N <br />COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED <br />pp <br />PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR <br />4 <br />CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. <br />O <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 />N <br />IN ACCORDANCE WITH THE BUILDING CODE. CONSULT <br />ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. <br />c( <br />• MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE <br />J <br />INTERCHANGEABLE. SEE SHEET ST-2D FOR ALTERNATE STEMWALL <br />LL <br />SECTIONS. <br />LJ <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-2D. <br />Z <br />O <br />FOUNDATION KEYNOTES: DC1 <br />Q <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />—� <br />- <br />A <br />8"x8" DEEP THICKENED <br />�12" <br />DEEP FTG UNDER BOX <br />0 <br />o <br />EDGE w/ (1) #4 CONT <br />L " 1 <br />COLUMN, FTG TO BE <br />PROJECTED MIN 6" AS SHOWN <br />w <br />I— <br />�C <br />16"SQx12" DEEP FTG <br />I D I <br />24"SQx20" DEEP FTG <br />Z) <br />I I <br />w/ (3) #4 EW <br />(q <br />E <br />30"SQx20" DEEP FTG <br />F ] <br />36"SQx20" DEEP FTG <br />J <br />l <br />w/ (4) #4 EW <br />I_l <br />w/ (4) #4 EW <br />00 <br />70'-0" <br />3'-0" <br />VERIFY AC COND <br />9 LOCATION W/ <br />5 cO SITE PLAN <br />SIM 9" CURB <br />T-2.D q <br />LH AS SHOWN, SEOE MASONRY <br />- 4"SQx24" DEEPw8 <br />w <br />(5) #4 EW, T&BFTG <br />NOTES ON ST-1 <br />1 1/2SLAB EXTENSION <br />" I <br />� <br />AT FULL ROUGH <br />Uj <br />OPENING WIDTH <br />W <br />CD <br />w <br />Of <br />O <br />O <br />O <br />***NOTE TO CONTRACTOR*** 0) <br />DR HORTON DOES NOT ALLOW FIBERMESH AS AN i` <br />ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET LO <br />BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING Z <br />ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT <br />MANUFACTURER AND DR HORTON. f) <br />e. <br />Nu <br />w <br />U) <br />m <br />Of <br />w <br />Z <br />Z <br />w <br />0 <br />0 <br />J <br />U_ <br />Z <br />O <br />O <br />CL <br />U <br />0 <br />O <br />_1 <br />LL <br />U <br />Z <br />} <br />tv, rIN <br />Z <br />U <br />w <br />x <br />w <br />Q_ <br />X <br />m <br />0 <br />O <br />LU <br />O <br />F= <br />7,OP& i= <br />LL <br />} <br />C� <br />SANITARY ISOMETRIC ° <br />J <br />O <br />Z <br />U <br />w <br />H <br />X <br />w <br />d <br />CMU/METAL CONNECTOR ENGINEERING <br />APEX <br />CL <br />tds -6 <br />1✓ <br />true design studios <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />�� <br />tm <br />w <br />Q w <br />J <br />Z � LLI <br />LLJ O to <br />Q Q � <br />� O ¢ <br />m w <br />� _j <br />w w <br />LL <br />d' <br />a Z <br />O <br />0 <br />w <br />Z <br />a <br />w <br />w <br />Abbott Park J <br />U <br />LOT 019-01 0 <br />-- w <br />Z <br />0 <br />r� <br />PROJECT NO: W <br />2021.003460 a <br />LL <br />DRAWN: ---- -- O <br />LDG o <br />o <br />CHKD: lid <br />MJP (1) <br />w <br />0111111181111 <br />U <br />S ,9 Z <br />oc8 Sii er by' <br />STATE OF <br />F46743r*. <br />O R 1 • , ��,,_Z <br />1iri1« 9 <br />03-22-2021 a <br />w <br />REVISIONS: <br />No. Description Date ~ <br />w <br />J <br />U <br />F— <br />O <br />Z <br />0 <br />ST=2 <br />