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DocuSign Envelope ID: FF938094-F8E1-45F2-846F-29196AA35ECF <br />2020 V1.0 <br />N <br />0. <br />VERIFY AC COND <br />LOCATION W/ <br />SITE PLAN <br />T-0" Y <br />V-4„ <br />mm <br />70'-0" <br />59'-10" <br />29'-6" 5'-0" 14'-0" I <br />0— — I <br />I 1 <br />T-2.D i <br />1 I N I _ Fh I I. <br />L— — — — — — — — — — — — — — — — — — — — — t — — — — — — vl—...... — — — — — _j — — — L— — — — — — — — — — — — — — — — — <br />N I ■ <br />5 <br />SIM 9" CURB <br />FOUNDATION PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22"x34" <br />70'-0" <br />00 <br />V <br />T-2.D T-2.113 1 0 <br />1 ■ <br />- - - - - - - - - - - - - - - - - - - - - - - - - N <br />v T-0" r <br />I <br />VERIFY AC COND <br />LOCATION W/ <br />SITE PLAN <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 BEARII'G 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-21). <br />O <br />O <br />N <br />LO <br />N <br />00 <br />4 <br />O <br />O <br />N <br />N <br />M <br />J <br />LL <br />W <br />J <br />J <br />z <br />O <br />Vj <br />FOUNDATION KEYNOTES: DC1 0 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />IA]O <br />8"x8" DEEP THICKENED <br />[B] <br />12" DEEP FTG UNDER BOX <br />O <br />EDGE w/ (1) #4 CONT <br />COLUMN, FTG TO BE <br />PROJECTED MIN 6" AS SHOWN <br />W <br />H <br />16"SQx12" DEEP FTG <br />I� <br />24"SQx20" DEEP FTG <br />U) <br />I <br />w/ (3) #4 EW <br />-1 <br />L ` <br />30"SQx20" DEEP FTG <br />� <br />36"SQx20" DEEP FTG <br />0 <br />� <br />w/ (4) #4 EW <br />w/ (4) #4 EW <br />J <br />m <br />48"SQx24" DEEP FTG <br />#5 VERTICAL DOWEL TYP <br />AS SHOWN, SEE MASONRY <br />w <br />w/ (5) #4 EW, T&B <br />NOTES ON ST-1 <br />Q <br />1 1/2" SLAB EXTENSION <br />D <br />AT FULL ROUGH <br />OPENING WIDTH <br />I <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 />~ <br />ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET <br />LO <br />ti <br />BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING <br />z <br />ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT <br />U) <br />MANUFACTURER AND DR HORTON. <br />U) <br />W <br />z_ <br />cn <br />m <br />w <br />w <br />W <br />W <br />Q <br />0 <br />LL <br />z <br />_O <br />Q <br />O <br />O <br />U <br />Q <br />0 <br />O <br />J <br />LL <br />4 <br />U <br />_ _z <br />(D <br />J <br />O <br />z <br />w <br />X <br />w <br />a- <br />X <br />0}0 <br />5,1 � <br />z <br />O <br />W <br />Q <br />z <br />U) <br />Z) <br />O <br />LIL <br />U) <br />(D <br />SANITARY ISOMETRIC ° <br />J <br />O <br />z <br />U <br />W <br />H <br />X <br />W <br />a <br />J <br />tds <br />L2 <br />true design studios <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />cn <br />tm <br />Q <br />U) <br />oC <br />Q <br />LU <br />J <br />O <br />LLJ <br />cis <br />p <br />� <br />� <br />Q <br />o <br />000, <br />W <br />< <br />0 <br />J W <br />� <br />w <br />W W <br />x <br />X <br />Q <br />LL <br />z Z <br />O <br />0 <br />w <br />z <br />a <br />LL <br />W <br />Abbott Park <br />Q <br />U <br />U) <br />LOT 003-03 <br />0 <br />w <br />Q <br />z <br />CD <br />U) <br />PROJECT NO: <br />W <br />0 <br />2021.003493 <br />LL <br />O <br />DRAWN: <br />LDG <br />o <br />LO <br />CHKD: <br />MJP <br />U) <br />0111111111111 ,JN LA/Vj� �, <br />5� <br />(n <br />G E NSF''4 ,��� <br />z <br />No 85166 <br />y -10' <br />.. <br />O:. STATE OF ` <br />Al <br />� O R, O P �\�:�� <br />z <br />O N A1. <br />���tttttt <br />Q <br />03-23-2021 <br />Q <br />W <br />REVISIONS: <br />No. Description Date ~ <br />w <br />J <br />Q <br />U <br />0 <br />z <br />O <br />0 <br />ST=2 <br />CMUIMETAL CONNECTOR ENGINEERING <br />