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DocuSign Envelope ID: 21E7372B-7C76-459C-AFD9-9AE48FD18COA <br />GENERAL FOUNDATION NOTES: <br />i� <br />M <br />io <br />■ ■ N C <br />— — — •— — — — — — — •— — — — • <br />o <br />M 1 C14 C <br />c <br />T-0" 0 1 1 <br />T-2.D <br />VERIFY AC COND ■ 1 <br />29'-6" <br />LOCATION W/ <br />SITE PLAN <br />70'-0" <br />J - r <br />VERIFY AC COND <br />q LOCATION W/ <br />SITE PLAN <br />SIM 9" CURB <br />o I <br />-s" <br />Lt5'-0" 14'-0" I <br />0" I <br />— — — — — — — — — — — — — — — a <br />1 ■ c <br />5 1 ■ <br />T-2.D LN <br />ti <br />I I 4 �V — — � <br />T4 <br />I 1 I <br />— — <br />1/2" I 2'-4 1 /2" - - - - - 20'-8 1/2" <br />■ I — — — r T-2.D <br />UNDER DOOR <br />- - - - - - - - - - — I 1 <br />L_ <br />■ ■ ■ I I � T-2.D - <br />1 i bo <br />I 1 <br />1 --- I 4 5 <br />1 1 1/2" ■ i T-2.D I T-2.101 T-2.D I■ <br />1 \ 1Z I I I I - - - - - - - - - - - - - -J <br />.... <br />c <br />1�� r;l - -I- - - - - - I -- <br />I O 1 5-4"" 6-0"�0 I I 6 <br />I 100 I OPT T-2.D <br />IcnJ. <br />LL � I I I o I <br />I I A I <br />. Iwg I I <br />U (0 I �.4" <br />D_ <br />N--LA� I� I I T-2. D I■ ■ ■ <br />L—------- - ;t----- <br />N ■ 1 <br />Fj <br />I .4" <br />I �_ <br />L L <br />I <br />I <br />o I <br />o� <br />I <br />I <br />I <br />B <br />'4' L 8' <br />FOUNDATION PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />1 59'-10" <br />70'-0" <br />0 <br />zo <br />04 C`) <br />co <br />v <br />• <br />CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND <br />p <br />HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. <br />O <br />• <br />EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS <br />N <br />U? <br />ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND <br />SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. <br />N <br />COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED <br />00 <br />PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR <br />VO <br />CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. <br />• <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 />EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. <br />• <br />SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB <br />`— <br />IN ACCORDANCE WITH THE BUILDING CODE. CONSULT <br />N <br />ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. <br />M <br />e <br />MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE <br />J <br />INTERCHANGEABLE. SEE SHEET ST-21D FOR INTERCHANGEABLE <br />LL. <br />STEMWALL & MONOLITHIC SECTIONS (DETAILS 1/2 & 5/7). <br />Uj <br />• <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 />SHEET ST-21D. <br />5; <br />z <br />O <br />FOUNDATION KEYNOTES: DC1 <br />Q <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />❑8"x8" <br />A <br />DEEP THICKENED ��� 12" DEEP FTG UNDER BOX <br />COLUMN, FTG TO BE <br />p <br />T_ <br />EDGE w/ (1) #4 CONT L"_I <br />PROJECTED MIN 6" AS SHOWN W <br />C\ <br />16"SQx12" DEEP FTG ❑D 24"SQx20" DEEP FTG <br />_H <br />5 <br />U) <br />w/ (3) #4 EW <br />30"SQx20" DEEP FTG 36"SQx20" DEEP FTG <br />w/ (4) #4 EW w/ (4) #4 EW <br />8"SOX24" DEEP #5 VERTICAL DOWEL TYP <br />f H l AS SHOWN, SEE MASONRY <br />W <br />1. G-J <br />w/ (5 #4 EW, T&BFTG <br />NOTES ON ST-1 <br />¢ <br />1 1/2" SLAB EXTENSION <br />AT FULL ROUGH <br />(A <br />OPENING WIDTH <br />z <br />W <br />0 <br />W <br />W <br />O <br />O <br />0 <br />***NOTE TO CONTRACTOR*** <br />DR HORTON DOES NOT ALLOW FIBERMESH AS AN <br />ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET LO <br />r-i <br />BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING z <br />ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT Co <br />MANUFACTURER AND DR HORTON. 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