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IOocuSign Envelope ID: 2ECF248B-37EA-4A3E-BDC4-2ADA9C50FE90 2020 V1.0 GENERAL FOUNDATION NOTES: E - o • CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND O HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. O O • EARTH AND EARTH FILL SUPPORTING SLABS GRADE A PEX ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. N U COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED ap (U PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. C:) N • IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE O 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 � • IN ACCORDANCE WITH THE BUILDING CODE. CONSULT 04 ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. c") • MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE J L L INTERCHANGEABLE. SEE SHEET ST-2D FOR ALTERNATE STEMWALL SECTIONS.tds imi • 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL J RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON —1 a)SHEET ST-2D. true design studios z O FOUNDATION KEYNOTES: DC1 U 9000 REGENCY SQUARE BLVD. 32 Q SUITE 100, JACKSONVILLE, FL 32211 � NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN O j 8"x8" DEEP THICKENED 12" DEEP FTG UNDER BOX p EDGE w/ (1) #4 CONT L� COLUMN, FTG TO BE PROJECTED MIN 6" AS SHOWN w I� I 24"SQx20" DEEP FTG a)u 16"SQx12" DEEP FTG w/ (3) #4 EW � 01HOMON N n 30"SQx20" DEEP FTG 36"SQx20" DEEP FTG 1 w/ (4) #4 EW w/ (4) #4 EW m 48"SQx24" DEEP FTG #5 VERTICAL DOWEL TYP G w/ (5) #4 EW, T&B H AS SHOWN, SEE MASONRY NOTES ON ST-1 Q 1 1/2" SLAB EXTENSION AT FULL ROUGH U 70'-0" OPENING WIDTH 1'4" 8'-0" 59'-10" 0" Z W ■ ■ — — — — — — — — — ■ ■ ■ ■ I ■ ■ ■ ■ ■ ■ - - - - - - - - - - - - - - L - - - -I- - - - - - - - - - - - - - - - - - - - - - --..,........ 41- - - - - - - - — - - - - - B I l " I 1 _ _ _ _ _ 1_4'-3" _ _ _ _ _ _ I ***NOTE TO CONTRACTOR*** — I DR HORTON DOES NOT ALLOW FIBERMESH AS AN ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET u7 >= I ■ I iv1 T-2.D I r�l I■ I -- -- ti I I I -oMi1 I � — I I BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING Z \` o I -., I ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT Uj NI = MANUFACTURER AND DR HORTON. ��y/ 1 1 I ao L- W L.L --- _4 _ Cl) Z �, I 011 I - -N T-2.D I W I -�-__ 1 O— I I - I L LU Q �-- W - I-- - - - - - - -- --- --,� I 0.: QI I z ` O `V T T-2.D OPT NI r---`IJ---- - - - - -J W ri■� LLJ ,t�' W W W n -4" i III OrX 0 I q A oo oI v_ W ILL OPT 50„ I zOvwy I 2 I --- - - J � ■ ■ v ■ W I I I I-----------7 --� o� ao Z_ M I 1 1/2n I M I I 4 5 I F. O f2 ■ I 1 I T-2.D T-2.D U U_ Q W - - N I o ` Abbott Parkzo Q ■ ■ ■ I I _ILL 4 Q LOT 014-01 w 0.: I .' .4 -- I I - Q - .:::.'k.:.. . . -�-J `� L A U UNDER DOOR Z z 1 1PROJECT NO: w G 1 1 O / 1 2021.003459 � I 9 1/2" 0 - O I I 4'-7 1/2" _ * 4'-6"- *- - - - - - 2'-14 11'-5" i 2'-4 1/2" 20'-8 1/2" � � I = DRAWN LDG 801 j — — — — — — — — — — — — — \ 5.1 V1 CHKD: - - t� �� 1 `, X MJP U) w w VERIFY AC CON D 29'-6" 5'-0" 14'-0" I D_ J LOCATION W/ - - I - n - J Q Q P� U SITE PLAN ■ I I I _ � - _ _ = ,, P �1 X 3'-0" -0 1 1 v ` 3 T-2.11) 5P� ,.•• Z o I I N'100 in L——————————————— — — — — —}—— — — — — -- t------ � --- — L————————————— — — - --I — — — — — — — —— — —————————— — — — —-� N z ff r irz I o _ P ,�-NA ° O �� •ATE OIF ��v44/ T 2.D SIM 9' CURB �S Q �i,si •. Q R4i�19;[sl'�,``$EF. 4 VERIFY LOCATION W/D GGO�SP� 1 ��iSjONA� � 0% SITE PLAN ��5p� T— J 03-22-2021 w � � 1 H 70-0�' ��°� Cn 0 REVISIONS: FOUNDATION PLAN Q No. Description Date w 1/4" = V-0" WHEN PRINTED ON 22"x34" J CD SANITARY ISOMETRIC 1 - Oz z o = o U w I- X ST=2 CMU/METAL CONNECTOR ENGINEERING 2-____,� _ � t -:t �� '-. ..It � o .,,• _ - v i u. s.� i��' .r3.r.: i �i of- � i��. 1 7... —i-�I� � �� li � � r � � ��: � � i � � n� �� r _ --:�.�as®..4, __ ._ _ ... .11 ........ —. ��.�.�� .s .��--��.�. �.�-�, —