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S� gn Envelope ID.- A8963624-09DD-415B-9F80-E752BDB957DB <br />a <br />i" <br />M <br />m <br />0 <br />3'-0" <br />VERIFY AC CONI <br />LOCATION W/ <br />SITE PLAN <br />FOUNDATION PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />70'-0" <br />iT-O—'K <br />VERIFY AC COND <br />LOCATION W/ <br />SITE PLAN <br />T 2.D SIM 9" CURB <br />_ _ -- --- -- - ---- - - 2020 V1.0 <br />GENERAL FOUNDATION NOTES: <br />• CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 UZ THICK AND OAM`\ <br />HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. O <br />• EARTH AND EARTH FILL SUPPORTING SLABS GRADE " APEX <br />ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND � <br />SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. N <br />COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED op <br />PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR <br />CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. O <br />• IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE O <br />SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT ' <br />FOR ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. r <br />• SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB N <br />IN ACCORDANCE WITH THE BUILDING CODE. CONSULT N <br />ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. <br />• MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE J <br />INTERCHANGEABLE. SEE SHEET ST-21D FOR ALTERNATE STEMWALL LL <br />SECTIONS. <br />• 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL Ijtds <br />RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON J <br />SHEET ST-21D. true design studios <br />z <br />O <br />FOUNDATION KEYNOTES: DC1 U 9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 3 <br />A <br />8"x8" DEEP THICKENED <br />B <br />12" DEEP FTG UNDER BOX <br />Op <br />EDGE w/ (1) #4 CONT <br />COLUMN, FTG TO BE <br />r' <br />PROJECTED MIN 6" AS SHOWN <br />w <br />H <br />C <br />16"SQx12" DEEP FTG <br />D� <br />DEEP FTG <br />w/ (3) #4 EW <br />U)11HOMON' <br />i EI <br />30"SQx20" DEEP FTG <br />w/ (4) #4 EW <br />F <br />�. i <br />36"SQx20" DEEP FTG <br />wl (4) #4 EW <br />j <br />J <br />r <br />book <br />m <br />G- <br />48"SQx24" DEEP FTG <br />-- <br />( H <br />#5 VERTICAL DOWEL TYP <br />AS SHOWN, SEE MASONRY <br />w <br />w/ (5) #4 EW, T&B <br />_ <br />Iz <br />NOTES ON ST-1 <br /><( <br />1....I <br />1 1/2" SLAB EXTENSION <br />� <br />_ <br />AT FULL ROUGH <br />U) <br />OPENING WIDTH <br />1_�_ <br />7.711491 <br />z <br />W <br />W <br />O <br />O <br />O <br />***NOTE TO CONTRACTOR*** <br />0') <br />DR HORTON DOES NOT ALLOW FIBERMESH AS AN <br />ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET <br />L <br />1 <br />>m <br />a <br />BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING <br />Z <br />LL1 <br />ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT <br />MANUFACTURER AND DR HORTON <br />(n <br />co <br />.Q <br />N <br />W 1..1... <br />z .J z Lu <br />m <br />Uj O c) <br />w <br />w pw <br />z <br />> o <br />z W o <br />L11 w <br />Lv Uj <br />O <br />ILL <br />lL <br />z Q <br />O z <br />F_ O <br />Q o <br />w w <br />O I— <br />w z <br />o ate. <br />U U_ <br />w <br />J <br />fy Abbott Park Q <br />O U <br />_I (n <br />L`- LOT 005-03 C� <br />Q w <br />I— <br />�s Z z <br />zU) <br />PROJECT NO. <br />O <br />W <br />0 <br />2021.003499 <br />LL <br />�. Z - <br />- <br />O <br />DRAWN' <br />= <br />LDG <br />C-7 ` ., \ ., U <br />O <br />LIJ <br />`S 7 CHKD,G <br />U) <br />MJP <br />x <br />�\ \K W <br />W <br />IL <br />J <br /><( <br />Q <br />Q,t4,111111111t� <br />tN LA '��, <br />(1) <br />() <br />McuSigpedAyr.6 <br />'S <br />w <br />z <br />Z. <br />f <br />ly' <br />{ <br />^ ' <br />1 <br />P :'j3 STATE OF <br />A �� ` <br />z <br />jo z <br />,'�Ss�O N A1- � <br />3eSgti p <br />03-26-2021 <br />p <br />~ <br />OP&U_ <br />w <br />REVISIONS: <br />_ <br />U_ <br />F- <br />w <br />No. <br />� <br />.Description .....;...._.._Date - <br />J <br />O- <br />-- <br />U <br />SANITARY ISOMETRIC ° r - - ----- - -- o <br />O z <br />z......... .._.....__._................... ..._ .-------------------- ----------------- O <br />= o <br />U <br />w <br />H <br />X <br />W ST=2 <br />d <br />Q <br />CMU/METAL CONNECTOR ENGINEERING <br />