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I )ocuSign Envelope ID: OOCCED92-FD82-41DF-BBOB-9A1B2DCB5D17 2020 V1.0 i� M 70'-0" 1'-4" 4 8'-0" 59'-10" A I z �1 I 1 -I • - — ■ ■ - I�� I o T-2.1. D I -4 I}--- I I Iwp I I A I 1025 6 OPT 64' U) g I I I I I F— - - -I - ■ ■ "v ■ - - - - - - - - - - - I \ I r- I I I I I■ 1 1/2" I I I 4 5 I■ I — ■ I 1 I I T-2.D T-2.101 - — - 00 I r------- - - - - — � I0,f I .4" I ...... ...... ..... ..... -... ....... ........... I I UNDER DOOR ■ 1 I ---� 4 I T-2.D - I � I _ 4-71/2 — _ —4'=6— — *2'_1 — — — — — —11-5 _ _ _ _ I 2'-4 1 /2" 9 1 /2" 20'-8 1 /2" I T-2.D I I I 4 � - - T-2.D 29'-6" 5'-0" J. 14'-0" ■I I 1 - I o �I ML — — — — — — — — — — — — — — — — — — — — — — — — — — J _,\_ . -- - VERIFY AC COND LOCATION W/ SITE PLAN T-0" 1'-0' FOUNDATION PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" 011 L - _ 4 5 T-2.D T-2.11) I ■ I■ — — — — — — — — — — — — — -I -v 00 N 5 I SIM 9" CURB I T-2.D VERIFY AC COND o LOCATION W/ SITE PLAN 3'-0" 70'-0" GENERAL FOUNDATION NOTES: E a • CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND O } HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. O 0 • EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS � ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND APEX C SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. N -� 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 (D • 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 N ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. cM • MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE - INTERCHANGEABLE. SEE SHEET ST-21D FOR ALTERNATE STEMWALL SECTIONS.td LL. J S s • 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL a) RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON J a) SHEET ST-2D. true design studios Z O U) Y FOUNDATION KEYNOTES: DC1 Q 9000 REGENCY SQUARE BLVD. N SUITE 100, JACKSONVILLE, FL 32211 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN p 8"x8" DEEP THICKENED 12" DEEP FTG UNDER BOX O EDGE w/ (1) #4 CONT COLUMN, FTG TO BE PROJECTED MIN 6" AS SHOWN LU C J 16"SQx12" DEEP FTG �� 24"SQx20" DEEP FTGa) _- 01,109ON' w/ (3) #4 EW fA I E 1 1 30"SQx20" DEEP FTG J 36"SQx20" DEEP FTG > � �p w/ (4) #4 EW w/ (4) #4 EW +' l GJ48"SQx24" DEEP FTG #5 VERTICAL DOWEL TYP AS SHOWN, SEE MASONRY W - w/ (5) #4 EW, T&B NOTES ON ST-1 Q Q u 1 1/2" SLAB EXTENSION AT FULL ROUGH U) OPENING WIDTH } N Z w W w O O O NOTE TO CONTRACTOR... DR HORTON DOES NOT ALLOW FIBERMESH AS AN r >= ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET u a � BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING Z W ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BYPRODUCT MANUFACTURER AND DR HORTON. U U — w L.L Z U) Z W m Uj O w w p w O z > w LU w o o Q J LU � LU U LU d• J X z Z O Z O w W O H Z O Q- U LL p w ABBOTT PARK Q O U- LOT 012-03 W w _ _Z Z } O co W r 1 AO�� O PROJECT NO. w J 2021.006616 0 O w Z O DRAWN: -- U KME o 0 CHKD: Uj U') MJP U) w w d J Q Q QU ill��iIn m ,`�� ••\ \ C E N sc, R �� Z No 85166 Uj Q Z � .�*I • DocySignad by: ' L4,T6PDAQFF435 Lij Q•O R G � Z_ Z �';� S�0 N A1- U) _O 05-17-2021 H w REVISIONS: L m Q No. Description Date w U SANITARY ISOMETRIC o - --- z z — - O = o U W H x ST=2 w a Q CMU/METAL CONNECTOR ENGINEERING