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)ocuSign Envelope ID: 357216A3-D625-4246-Al2A-59447DB9C38A 2020 V1.0 FGENERAL FOUNDATION NOTES C; r 7n-_n" T-0" Ir VERIFY AC COND q LOCATION W/ SITE PLAN SIM 9" CURB - 0 ■ - - - - - ■ ■ - - - - - - - - - - - - - - �- - - ■ Q ■ - I ■ - - - - �I ^....., - - - - - - - -. - - ■ - - - - - - - ■ - - - - —� ■ - - - - - - - - - - - - - ■ - - - - - - - - - - - ■ i co r- I I N O� ( I-- �, s` ` ' M 1 ,h-6 I - - - 4 5 T-2.D I I ■ ■ co N T-0" T-2.D VERIFY AC COND LOCATION W/ ■ I 29'-6" I 5'-0" 14'-0" SITE PLAN I 1 p.1 � I 4 i I T-2.D t° I T-2.D 4'-7 1/2" 4'-6" 2'-1" — _ — _ — 11'-5" _ — — — — I Z-4 1/2" 9 1/2" 20'-8 1/2" I 1 1 - I I I inn o I I 4 ifl ■ I I I ---r T:4 I \ 1 1 ...... ..... ,� .. .. .. ...... -4., A 1 I UNDER DOOR L- - - - - - - - - - - 1 � ■ ■ ■ I T-2.D - 1 I I 1 I 1 1 1 1/2" ■ 1 I 1 I I 4 T-2.D bo 5 T-2.D I■ - O I I 1 I I I - -- — — — — — — — —- _j C? M 1_j� co _� I Icc 00 I 6 I I 64„ 6-0" 1 1 1 100 p 1�U) OPT T-2.D 1 A 1 v I Ivy I 1 I[if ' I x1 I T-2.D I■ ■ ■ 1� 6 C� — b—L — OPT I T-2.D 1 r 0" 1 1 0" — I ■ - N ■ I� B —I--------15'-----------�11 2-6' * I �1 I ■ I 1 I I �1 - O N I 4' I 0" ;1 I I _ 4 -allo1 l T-2.D i o0 1 ih 0 rn 1 1 I - _? - N 1 1 I b)l II I I ■1 1 T-2.D 1 51/,.—ChJ------14'-3"-------I— B I 1 I - - 1 - --------'-'T:.---. T _ ---- ■ - - --� - - - - - - - - - - - - - - - - - - - - - - - - - - - 8'-0" I 1 59'-10" 0" 70'-0" FOUNDATION PLAN 1/4" = 1'-0" WHEN PRINTED ON 22"04" lS • CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND - HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. O cy 0 • EARTH AND EARTH FILL SUPPORTING SLABS GRADE � O ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,00 psf, AND 0 APEX c SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. N i COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED 00 PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. o N • IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE 0') SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT ' EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. • SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB 04 04 IN ACCORDANCE WITH THE BUILDING CODE. CONSULT N ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. • MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE J INTERCHANGEABLE. SEE SHEET ST-2D FOR ALTERNATE STEMWALL SECTIONS. IL Ld td s • 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL J RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON J SHEET ST-2D. i true design studios > Z O _ _ FOUNDATION KEYNOTES: DC1 U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN _7) p 8"x8" DEEP THICKENED 12" DEEP FTG UNDER BOX O ((�� A❑ EDGE w/ (1) #4 CONT I_"_I COLUMN, FTG TO BE to PROJECTED MIN 6" AS SHOWN W = H 24"SQx20" DEEP FTG N ❑C 16"SQx12" DEEP FTG w/ (3) #4 EW U)DRAMON' 4) D30"SQx20" DEEP FTG I� 36"SQx20" DEEP FTG � w/ (4) #4 EW L� w/ (4) #4 EW _..I m � 48"SQx24" DEEP FTG #5 VERTICAL DOWEL TYP W �j w/ (5) #4 EW, T&B ❑H AS SHOWN, SEE MASONRY Of NOTES ON ST-1 Q 1 1/2" SLAB EXTENSION AT FULL ROUGH OPENING WIDTH } N Z W W w 0 0 0 ***NOTE TO CONTRACTOR*** DR HORTON DOES NOT ALLOW FIBERMESH AS AN ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET to r` O a uj Z Uj cnW W 1..1..1 LL Z J z U) LLJ O m VJ W QW Z 0 > Q Q LU I..I j W 0 _ W 2 LU W O L X Z O Z O Q 0 Ix w 0- Z IY O a U W Q W Abbott Park Q O cn Q LOT 013-01 0 F— Z Z z U) X O PROJECT NO: LU -j 2021.003458 0 O u- DRAWN: O U LDG o 0 w CHKD: � MJP U) LU LU CL J Q Q U Q011111111111r (n • NDogyAip nbd Z = = IY `S TAT E O F : 4U ••' ,• �3467 1 c 6:433.. Q �i�,�s ••••R •'•• �%� Z Q O 03-22-2021 p �= W ��lop& U REVISIONS: Tr IL Q No. Description Date LU W � J Q >- U O cn SANITARY ISOMETRIC o Z z 2 0 U W I- X ST=2 W Q CMU1/MFTAI CONNECTOR FNGINFFRING BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT MANUFACTURER AND DR HORTON.