Laserfiche WebLink
DocuSign Envelope ID: 61C906AD-2612-4E77-AO48-6555F7A21OC8 <br />D <br />70'-0" <br />,V-4" L 8'-0" L 1 59'-10" ) 0"I, <br />FOUNDATION PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22"x34" <br />N <br />0 <br />zo <br />N <br />_o? <br />/S; <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 UNO. <br />s 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-2D 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-2D. <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 />KI <br />16"SQx12" DEEP FTG <br />❑E <br />30"SQx20" DEEP FTG <br />w/ (4) #4 EW <br />❑G <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 />B 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 />F 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 />z <br />Z <br />O <br />O <br />N <br />LO <br />N <br />00 <br />O <br />0-) <br />N <br />04 <br />co <br />J <br />LL <br />W <br />J <br />J <br />z <br />O <br />Y <br />a <br />O <br />O <br />W <br />f— <br />0 <br />J <br />Go <br />W <br />Q <br />0 <br />z <br />W <br />(D <br />W <br />Of <br />O <br />O <br />O <br />i <br />ti <br />LO <br />ti <br />U <br />z <br />U) <br />W <br />W <br />z_ <br />U) <br />D <br />co <br />W <br />W <br />z <br />z <br />W <br />O <br />J <br />LL <br />z <br />O <br />Q <br />ry <br />O <br />O <br />U <br />Q <br />0 <br />O <br />J <br />LL <br />Q <br />CU <br />z <br />w cD <br />O <br />J <br />O <br />z <br />_ <br />U <br />W <br />X <br />W <br />a <br />X <br />m <br />0 <br />LLI <br />O <br />W <br />Q <br />z <br />U) <br />O <br />>>oA& <br />U) <br />0 <br />SANITARY ISOMETRIC - RH ° <br />J <br />O <br />z <br />_ <br />U <br />W <br />H <br />X <br />W <br />n <br />Q <br />CMUIMETAL CONNECTOR ENGINEERING <br />aaa <br />.tea <br />t A011A AWWft. <br />db <br />true d sig!i studios <br />Q <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />010HOMN, <br />o <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 />Qon any electronic copy U) <br />LL] <br />Ow <br />W U) <br />Q <br />> <br />O <br />W <br />W <br />Q <br />0 <br />Q <br />J <br />W <br />W <br />W <br />� <br />X <br />Q <br />LL <br />z <br />O <br />0 <br />W <br />z <br />LL <br />W <br />Abbott Park Q <br />U <br />U) <br />LOT 001-04-1 C 0 <br />Q <br />z <br />0 <br />U) <br />PROJECT NO: W <br />2021.014968 0 <br />LL <br />O <br />DRAWN: <br />KME <br />O <br />CH KD: Lf) <br />MJP <br />011111111I1,1 <br />0 <br />J G E Nsz <br />ZI <br />c$Ad by(: r <br />Q <br />•. `STATE OF ' 41 <br />3F4671 D [�E k-t <br />­ORN12-30-2021 <br />0 <br />w <br />REVISIONS: <br />No. <br />Description <br />Date <br />~ <br />W <br />J <br />Q <br />U <br />U) <br />- <br />I— <br />O <br />z <br />O <br />0 <br />ST=2 <br />