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DocuSign Envelope ID: 725AB 1 87-9418-4337-A635-79451 1 AE33AD <br />2020 V1.0 <br />GENERAL FOUNDATION NOTES: <br />u <br />I <br />I <br />I <br />I <br />I <br />■ <br />59'-10" ) 0 <br />■ -- —• ■— <br />—L—— — — I --— • — — I ■--------•--..------_ ■ o- ■ ■ <br />■ I T-2.D r�l <br />_I <br />I MI I MI I I <br />I <br />I rnl I — NI' I I <br />�I <br />I ' <br />I, <br />0"NilT-2.D <br />I �� I I I ■ I, <br />■ I I � I I <br />I — — - 15-11"-- — - 2'-6" c it <br />011 <br />■ _ 6 <br />T T-2.D OPT <br />I <br />A Iz <br />J <br />Imo <br />100 <br />IU)U) <br />Iw� <br />I IwcD <br />I Df <br />I� <br />1 1/2" <br />I ■ I 1 <br />I I <br />--J <br />I <br />I <br />I <br />■I <br />I <br />I <br />I <br />I- 1 <br />I T-2.D <br />I <br />VERIFY AC COND <br />LOCATION W/ - ---_-_ 29 6 <br />SITE PLAN ■ <br />T-0„ <br />I T-2.D <br />I <br />o I I <br />M l— — <br />-4" <br />FOUNDATION PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22"x34" <br />O <br />b <br />NA <br />ID <br />r7.--"q,Amqr <br />• <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 />• <br />EARTH AND EARTH FILL SUPPORTING SLABS GRADE <br />O <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 />j <br />-r_ <br />COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED <br />aD <br />PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR <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 />' <br />EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. <br />• <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 />`~ <br />MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE <br />_j <br />INTERCHANGEABLE. SEE SHEET ST-21D FOR INTERCHANGEABLE <br />STEMWALL & MONOLITHIC SECTIONS (DETAILS 1/2 & 5/7). <br />LU <br />tds <br />• <br />24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL <br />J <br />Q <br />RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON <br />J <br />SHEET ST-2D <br />trtsi'- tle strati SfL3Uis <br />Z <br />0 <br />FOUNDATION KEYNOTES: DC1 <br />Y <br />U <br />9000 REGENCY SQUARE BLVD. <br />) <br />Q <br />SUITE 100, JACKSONVILLE, FL 32211 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />� <br />0 <br />A <br />8"x8" DEEP THICKENED 12'' DEEP FTG UNDER BOX <br />B <br />O <br />EDGE w/ (1) #4 CONT <br />COLUMN, FTG TO BE <br />PROJECTED MIN 6" AS SHOWN <br />W��vo��ca.a�za <br />C <br />16"SQx12" DEEP FTG I �,I 24"SQx20" DEEP FTG <br />h- <br />11'"OMNO <br />a w/ (3) #4 EW <br />U) <br />E <br />30"SQx20" DEEP FTG - - 36"SQx20" DEEP FTG <br />w/ (4) #4 EW i F w/ (4) #4 EW <br />0 <br />J <br />a.e <br />00 <br />\` a <br />- <br />48"SQx24" DEEP FTG #5 VERTICAL DOWEL TYP <br />W <br />G <br />w/ (5) #4 EW, T&B <br />H <br />AS SHOWN. SEE MASONRY <br />cl� <br />NOTES ON ST-1 <br /><, <br />. <br />1 <br />1 1/2" SLAB EXTENSION <br />AT FULL ROUGH <br />L7 <br />Q <br />OPENING WIDTH <br />> <br />Z <br />W <br />W <br />Of <br />This item has been electronically <br />� <br />signed and sealed by Justin M Lanier, <br />O <br />PE on the date and/or time stamp <br />shown using a digital signature. <br />NOTE TO CONTRACTOR"' Printed copies of this document are <br />DR HORTON DOES NOT ALLOW FIBERMESH AS AN not considered signed and sealed <br />ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET L0 and the signature must be verified <br />� by a 3rd Party Certificate Authority <br />O <on any electronic copy <br />BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING Z <br />ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BYPRODUCT U) <br />MANUFACTURER AND DR HORTON. 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