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DocuSign Envelope ID: 4C356AEE-19AC-4DBD-90B8-915FA5AE4055 <br />2020 V1.0 <br />( *5 SIM 9" CURB <br />t�. )D <br />r-- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — -- <br />c1q 9 <br />Cn <br />-6" <br />T-O" �'-O' L <br />I <br />T-2.11) <br />VERIFY AC COND 0 1 29'-6" Lt 5,-0" 14'-0" <br />LOCATION W/ 101 1 0. <br />T-0" <br />VERIFY AC COND <br />9 LOCATION W/ <br />SITE PLAN <br />0 <br />1111111 <br />— — — — — — — — — <br />— — — <br />Los <br />SITE PLAN I I <br />UT4 _2.D <br />4'-71/2" 4'-6" 2'- 1 11 '-5" 2'-4 1/2" 9 1/2" 20'-8 1/2" <br />7( — — — — — — — <br />OL-- 4" <br />UNDER DOOR <br />L— — — — — — — — — — — - <br />9 <br />60 <br />F 4 5 <br />-2 . T-2.11) M <br />1 1/2' M T D <br />(D _J <br />— — — — — — — — — — — — <br />Z <br />---------- <br />_j �-J <br />% 4. <br />co 0 " 0' 5- <br />of 0 64J. e <br />100 OPT <br />ILL Cn U) U) <br />E0 4" <br />W <br />L— — — — — — — — — I — — — <br />L <br />OPT 0.. l M _C,!�) I <br />Z-15" <br />— — — — — — — — — — — — — — <br />041 <br />1 011 <br />C% <br />1? <br />04 <br />I <br />T-2.D <br />CY) <br />. .... ...... <br />I <br />14-3 — — — — <br />H <br />— — — — — — — — — — — — — <br />— — — — — — — — — — — — — — <br />— — — — — — — — <br />— — — — — — — <br />- — — <br />— — — — — — — — — — — — <br />E 0 <br />0 0 <br />1— ■L <br />FOUNDATION PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />GENERAL FOUNDATION NOTES: <br />0 CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 11/2"THICK AND <br />0 <br />HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. <br />C:) <br />0 EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS <br />C%4 <br />LO <br />ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND <br />SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. <br />V-: <br />C%4 <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 />CONTRACTORS RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. <br />O <br />0 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 />0 SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB <br />04 <br />IN ACCORDANCE WITH THE BUILDING CODE. CONSULT <br />04 <br />ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. <br />co <br />0 MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE <br />_j <br />INTERCHANGEABLE. SEE SHEET ST-2D FOR ALTERNATE STEMWALL <br />U_ <br />SECTIONS. <br />LU <br />0 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 />SHEET ST-213. <br />ZZ <br />z <br />0 <br />U) <br />y <br />FOUNDATION KEYNOTES: DC1 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />L" <br />A] <br />8x8" DEEP THICKENED <br />7B <br />12" DEEP FTG UNDER BOX <br />6 <br />0 <br />EDGE w/ (1) #4 CONT <br />COLUMN, FTG TO BE <br />T_ <br />PROJECTED MIN 6" AS SHOWN <br />W <br />16"SQx12" DEEP FTG <br />LD I <br />24"SQx20" DEEP FTG <br />Z) <br />(n <br />w/ (3) #4 EW <br />30"SQx20" DEEP FTG <br />LF] <br />36"SQx20" DEEP FTG <br />6 <br />> <br />w/ (4) #4 EW <br />W/ (4) #4 EW <br />J <br />00 <br />48"SQX24" DEEP FTG #5 VERTICAL DOWEL TYP W <br />w/ (5) #4 EW, T&B LH I AS SHOWN, SEE MASONRY � <br />NOTES ON STA < <br />LI 1 1/2" SLAB EXTENSION <br />AT FULL ROUGH <br />OPENING WIDTH <br />z <br />Lij <br />(D <br />LIJ <br />0 <br />0 <br />0 <br />***NOTE TO CONTRACTOR... 0) <br />DR HORTON DOES NOT ALLOW FIBERMESH AS AN rl� <br />1q_ <br />ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET Lo <br />r- <br />1-11 <br />BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING z <br />ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT (n <br />MANUFACTURER AND DR HORTON. 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