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/Docusign Envelope ID: 6709EDC1-6676-4AA5-B704-214BFECE650F <br />2020 V1.0 <br />GENERAL FOUNDATION NOTES: <br />i <br />70'-0" <br />,, 3'-0" <br />11-4 8'-0" 1 59'-10" � ut <br />FOUNDATION PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />bo <br />N <br />0? <br />N <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 />O <br />p <br />EARTH AND EARTH FILL SUPPORTING SLABS GRADE <br />� <br />ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND <br />APEX <br />C <br />SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. <br />N <br />c <br />COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED <br />pp <br />N <br />PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR <br />N <br />CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. <br />o <br />IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE <br />O <br />SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT <br />' <br />FOR 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 />N <br />ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. <br />co <br />• MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE <br />-j <br />INTERCHANGEABLE. SEE SHEET ST-2D FOR ALTERNATE STEMWALL <br />SECTIONS. <br />LL <br />t S <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 />-6 <br />N <br />SHEET ST-2D. <br />> <br />true design studios <br />Z <br />O <br />FOUNDATION KEYNOTES: DC1 <br />U <br />9000 REGENCY SQUARE BLVD. <br />Q <br />SUITE 100, JACKSONVILLE, FL 32211 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />p <br />O <br />8"x8" DEEP THICKENED <br />- - <br />12" DEEP FTG UNDER BOX <br />O <br />A <br />EDGE w/ (1) #4 CONT <br />B <br />COLUMN, FTG TO BE <br />ch <br />a <br />PROJECTED MIN 6" AS SHOWN <br />W <br />C <br />16"SQx12" DEEP FTG <br />D <br />24"SQx20" DEEP FTG <br />H <br />� �HOMN' <br />N <br />_ <br />w/ (3) #4 EW <br />(n <br />a) <br />E <br />30"SQx20" DEEP FTG <br />rr F <br />36"SQx20" DEEP FTG <br />w/ (4) #4 EW <br />w/ (4) #4 EW <br />--.i <br />48"SQx24" DEEP FTG <br />- <br />H_� <br />#5 VERTICAL DOWEL TYP <br />w <br />-G <br />W/ (5) #4 EW, T&B <br />AS SHOWN, SEE MASONRY <br />Q� <br />NOTES ON ST-1 <br />Q <br />+, <br />1 1/2" SLAB EXTENSION <br />AT FULL ROUGH <br />OPENING WIDTH <br />(D <br />Z <br />W <br />(D <br />W <br />O <br />O <br />O <br />***NOTE TO CONTRACTOR — <br />DR HORTON DOES NOT ALLOW FIBERMESH AS AN <br />ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET <br />>= <br />r1_ <br />O <br />a <br />BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING <br />Z <br />w <br />ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BYPRODUCT <br />U) <br />MANUFACTURER AND DR HORTON. <br />- - - -- LLI L` <br />—J z w <br />m <br />Uj O cn <br />W <br />w Q z <br />> o <br />Z w 0 <br />w w <br />0 0 J W <br />w <br />O X <br />JLL <br />LL <br />- <br />z <br />Z <br />O Z <br />H O <br />Q 0 <br />w W <br />O f- <br />w Z <br />O a <br />U w <br />Q W <br />� Abbott Park J <br />Q <br />O U <br />J U) <br />LOT 011-01 0 <br />Q w <br />U Z <br />Z � <br />Zl �- — <br />7.7 j <br />4g <br />U► <br />PROJECT NO <br />Vj <br />W <br />7 <br />2021.003456 <br />0 <br />— <br />O <br />Z DRAWN: <br />= <br />LDG <br />8 <br /><.7 <br />U <br />O <br />c \ S 7 <br />J <br />W CHKD: <br />X <br />MJP <br />L0 <br />�7 w <br />J <br />Q <br />' <br />Q <br />U <br />3Q Q <br />7 sq^, <br />�,{11{{111/ttt� <br />�J5�M LA�i, <br />(A <br />} <br />�. c'E'N,3 • 9 �� <br />O <br />No 85166 S <br />Z <br />_ _ <br />_ * DocuSignidobjt: <br />_ <br />z <br />O <br />= v * ;x= <br />0 <br />' <br />(rjR III Je W <br />• <br />�� • T" T� : ��� <br />(n <br />/ <br />eco Z <br />'�. �q76` (�bEF435. <br />U <br />cgs <br />7 Sgti O <br />03-19-2021 <br />0 <br />' I-_ <br />7,OP& <br />W <br />REVISIONS: <br />LU <br />_U <br />U_ <br />- - - <br />No. Description Date <br />U <br />W <br />J <br />Q <br />SANITARY ISOMETRIC ° Z <br />z 'o <br />= o <br />U <br />W <br />H <br />X ST=2 <br />W <br />a- <br />Q <br />CMU/METAL CONNECTOR ENGINEERING <br />