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2020 V1.0 <br />M <br />N <br />g <br />Co <br />0 <br />M <br />'4' J 8'-0" <br />FOUNDATION PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"04" <br />70'-0" <br />59'-10" <br />3'-0" <br />70'-0" <br />ao <br />M <br />9 <br />iD <br />00 <br />N <br />N1 10Fv <br />GENERAL FOUNDATION NOTES: <br />CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICKAND <br />HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI LINO. <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-21D FOR INTERCHANGEABLE <br />STEMWALL & MONOLITHIC SECTIONS (DETAILS 1/2 & 5/7). <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-21D. <br />FOUNDATION KEYNOTES: DC1 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />❑A 8"x8" DEEP THICKENED <br />EDGE w/ (1) #4 CONT <br />❑C <br />16"SQx12" DEEP FTG <br />❑E <br />30"SQx20" DEEP FTG <br />w/ (4) #4 EW <br />48"SQx24" DEEP FTG <br />w/ (5) #4 EW, T&B <br />❑ <br />1 1/2" SLAB EXTENSION <br />AT FULL ROUGH <br />OPENING WIDTH <br />e 12" DEEP FTG UNDER BOX <br />COLUMN, FTG TO BE <br />PROJECTED MIN 6" AS SHOWN <br />❑D 24"SQx20" DEEP FTG <br />w/ (3) #4 EW <br />36"SQx20" DEEP FTG <br />w/ (4) #4 EW <br />#5 VERTICAL DOWEL TYP <br />❑ AS SHOWN, SEE MASONRY <br />NOTES ON ST-1 <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 />O <br />O <br />N <br />LO <br />N <br />00 <br />4 <br />O <br />O) <br />N <br />N <br />co <br />J <br />LL <br />W <br />J <br />J_ <br />z <br />O <br />U) <br />Y <br />Q <br />7) <br />O <br />O <br />W <br />J <br />m <br />W <br />Q <br />U <br />z <br />W <br />(D <br />W <br />O <br />O <br />O <br />O) <br />ti <br />u7 <br />ti <br />z <br />U) <br />U) <br />W <br />U) <br />m <br />W <br />W <br />z <br />z <br />W <br />0 <br />O <br />J <br />ILL <br />z <br />O <br />Q <br />O <br />0— <br />O <br />U <br />Q <br />0 <br />W_ <br />O <br />J <br />LL <br />Q <br />U <br />_ z_ <br />io <br />r,1 , ,C) O <br />J <br />O <br />z <br />U <br />W <br />X <br />w <br />Q <br />0}0 <br />`5 0 <br />z <br />O <br />W <br />Q <br />U) <br />O <br />I= <br />U <br />U_ <br />U) <br />0 <br />SANITARY ISOMETRIC - LH ° <br />O <br />z <br />U <br />W <br />I- <br />X <br />w <br />a <br />tds <br />true design studios <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />QU) <br />LL <br />W <br />J <br />Z <br />0� <br />L,J <br />LU <br />O <br />co <br />Q <br />� <br />� <br />Q <br />> <br />O <br />LLI <br />0 <br />J <br />W <br />W <br />� <br />QU_ <br />This item has been electronically <br />signed and sealed by Justin M Lanier, <br />PE on the date and/or time stamp <br />shown using a digital signature. <br />Printed copies of this document are <br />not considered signed and sealed <br />and the signature must be verified <br />by a 3rd Party Certificate Authority <br />on any electronic copy <br />Abbott Park <br />LOT 051-03-1 A <br />PROJECT NO: <br />2022.009271 <br />DRAWN: �/�/ <br />I I <br />CHKD: <br />CD <br />,,�����+t� a ��►��f�i <br />�•`` J5� ` E N <br />No 85166 <br />STATE OF <br />09-23-2022 <br />REVISIONS: <br />No. Description Date <br />ST=2 <br />0 <br />CW <br />G <br />r <br />X <br />z <br />O <br />0 <br />W <br />H <br />z <br />IL <br />W <br />J <br />Q <br />U <br />U) <br />0 <br />W <br />Q <br />z <br />0 <br />U) <br />W <br />0 <br />O <br />0 <br />0 <br />Ln <br />U) <br />w <br />J <br />Q <br />U <br />U) <br />Z <br />Q <br />0 <br />z_ <br />W <br />U) <br />W <br />W <br />J <br />Q <br />U <br />U) <br />O <br />z <br />O <br />0 <br />CMUIMETAL CONNECTOR ENGINEERING <br />