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)ocuSign Envelope ID. 80F120FA-2DA7-4870-B30E-7E2z'84B-'P-2DD C9 M 70'-0" 5 - I SIM 9" CURB I -- -------------- - - - - -- --- - -----� -r r---------- - - - - --- T NI o I I I (; I / T-2.101 � I I 0tt - J T-0" ,, VERIFY AC COND o LOCATION W/ SITE PLAN o I - - - - - - - - - - - - - -• _- -� I ■ � -J 5 ■ T-2. DD - 1 T-2.D 4'-7 1/2" 4'-6"— — 2-1 "- - 20'-8 1/2 ------ ------ ---�- ,k-------- ,�--- 1� �0 c UNDER DOOR - - - - - - - - - - - - I 4 I ■ ■ ■ I I -i T-2.D _ I Co I 1 4 5 ■ I - I T-2.D T-2.D 10 - I _ _ _ 1 ■i co \' I_j� W O I I 6 I ---5-74"-- - X'X �_5'-0"100 I_ LL cn I OPT T-2.D 41' ool U) I Ott I A i w g I I v L__. I U (� - A J I I T-2.101 i■ ■ ■ --- --�- - 6 OPT 0I I ■ T-2.D ,{� 15-11 -I- - - - - - - - - - - - - - - - N I , 4" I 0" I I I I I , I - N ■ I 1 MI i ' T-2.101 14'-3" -- - L i 1 ■--- - - - - -- -------------------- - - - - - - ----I------ - - - - - - - - - ---- - �r---------__- CN VN-_ / — - - 70'-0" FOUNDATION PLAN I T' = 1'-0" WHEN PRINTED ON 22"x34" - ■ --- - - - - -- - 4 GENERA. FOUNDATION NOTES: E 0 U • ('�)'dCRC_TE SLAB ON GRADE SHALL. BE MINIMUM 3 1/2" THICK AND O HAVE fANIMUM ?8 DAY COMPRESSIVE STRENGTH OF 2500 PSI LINO. O p cr • EARTH AND EARTH FILL SUPPORTING SLABS GRADE p ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND �APEX C SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. 04 V COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED 00 d) PROC T OR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. p • IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE Ocl 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 j IN ACCORDANCE WITH THE BUILDING CODE. CONSULT 04 ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS- M • MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE -j INTERCHANGEABLE. SEE SHEET ST-2D FOR ALTERNATE STEMWALL LL ECTIONS. • 24' LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL J tds RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON J N SHEET S-i-2D. true design studios z O c/) FOUNDATION KEYNOTES: DC1 U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 NO f ES APPLICABLE ONLY WHERE SPECIFIED ON PLAN p i5 8'x8" DEEP THICKENED 12" DEEP FTG UNDER BOX OO :3 EDGE w/ (1) #4 CONT i3 COLUMN, FTG TO BE PROJECTED MIN 6" AS SHOWN W 24"SC?%20" DEEP FTG Z) N c, 16"SOx12" DEL;P FTG w/ (3) #4 EW (n DIHOMON' I- ,p"any%0" DEEP FTG F i 36"SQx20" DEEP FTG �: ! A) #4 EW L.'_ I w/ (4) #4 EW J m 49Ori4" DEEP FTC #5 VERTICAL DOWEL TYP W \5; r4 EW, T & B H j AS SHOWN, SEE MASONRY Q NOTES ON ST-1 1 1/2 SLAB EXTENSION AT FLi'_I_ ROUGH ()PE NiNG WIP'TH } Z W (9 LU Ix O O ***NOTE TO CONTRACTOR — DR HORTON DOES NOT ALLOW FiBERMESH AS AN ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET>= BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING Z ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT W MANUFACTURER AND DR HORTON. U) - - - -- -- - -- -- LLI L.L J Z W LU O cn w w Q w O Z (D > Q a LU W o W � J W W W O LL X Z aO z a o w LU a z O d LL Q w Abbott Park Q O U LOT 015-02 W U Q } (D 1 Q��R O PROJECT NO: w -j 2020.005372 w O _ h z DRAWN: O DO I O 1_ W CHKD If) v ' X EAF U) 1 w w a_ —I LAA11,-feo U) X TO m' ��C SF•• �'i Z ti..�X, I 1 '• N 85 i668ocugned W � Z yi,' O #TirE` OF w .� .• � ' ` z O 07-02-2020 p F- w v REVISIONS: co U_ - - - ---- - No. Description Date w (n J SANITARY ISOMETRIC o , o z z U LU f- X W ST=2 a CMUIMETAL CONNECTOR ENGINEERING¢