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DocuSign Envelope ID. 5953A008-AD2B-44CB-A263-6A20DCB735DF 2020 V1.0 GENERAL FOUNDATION NOTES: 70'-0" 1'4" _ 8'-0" 59'-10" � 0 I ■ L I — — — — — — — — — �- ... N� — —— 3" — — — — — — — I ■ I NI T-2.D -1 I I I col 1 Cl) �V I ■I I I I g _I ■ I�— I -- — — — — — — — — — — — — — — — — —� 2-6' I 011 �I q ■ I I 6 I-- - 0 0„ M `" � •T T-2.D OPT I NI------------J ■ I A I ? I I 1 -I • - — 1' ■ � ■ I I I O I o A o0 IOILL o � I I OPT 64" 5'-0" --- °° I IW � I I � I ■ ■ "v ■ I I - oo co 0 I I� ;. I a --I ----------- - I■ N co I 1 1 /2n I I 4 5 I■ — _ ■ I_ 1 I T-2.D T-2.D I T-2.D I o ■ ■ ■ I bo _ . I09# I 41 A I� �3 ..: UNDER DOOR ■ I I ---I- 4 - i o i0 I I I I 9 1 /2" 4'-7 1 /2" — —4=6"— _ _2'' 4 — — — — — — 11'-5" — — — — — 2'-4 1 /2" 20'-8 1 /2" IT I T-2.D — — VERIFY AC COND I 29'-6" I 5'-0" 14'-0" I -- SITE PLAN ■ I LOCATION W/ ( I 0}"_ _ 3'-0" _0 I 1 r' — I i I � I T-2.101 I 5 4 T-2.D N I i I T-2.D I■ - I I �I I ■ C9 c*) L — — — — — — — — — — — — — — — — — — — — — — — — — — -I — — — — J — — — L — — — — — — — — — — — — — — — J — — — — — — — — — — — — — — — — — — — — — — — — — N ■ ■ ■ ■ N ■ - I ■ ■ ■ ■ ■ i ■ ■ T-2.D SIM 9" CURB VERIFY AC COND M LOCATION W/ SITE PLAN � 3 70'-0" je FOUNDATION PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" • CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND O HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI LINO. O • EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS N ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. N COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED ap PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. O • 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 N IN ACCORDANCE WITH THE BUILDING CODE. CONSULT CV ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. M • MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE J INTERCHANGEABLE. SEE SHEET ST-2D FOR ALTERNATE STEMWALL L L SECTIONS. • 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL J RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON .J SHEET ST-21D. 5; z O FOUNDATION KEYNOTES: DC1 Q NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN -� A 8"x8" DEEP THICKENED B ❑ 12" DEEP FTG UNDER BOX COLUMN, FTG TO BE Q EDGE w/ (1) #4 CONT PROJECTED MIN 6" AS SHOWN LU 1C 16"SQx12" DEEP FTG [:Dj FTG w/ (3) #4 EWEEP ❑E 30"SQx20" DEEP FTG F 36"SQx20" DEEP FTG w/ (4) #4 EW w/ (4) #4 EW 00 G 48"SQx24" DEEP FTG H #5 VERTICAL DOWEL TYP AS SHOWN, SEE MASONRY W w/ (5) #4 EW, T&B x NOTES ON ST-1 Q 1 1/2" SLAB EXTENSION Z) AT FULL ROUGH OPENING WIDTH z W W x O O O """NOTE TO CONTRACTOR"" 07 DR HORTON DOES NOT ALLOW FIBERMESH AS AN ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET to n BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING z ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT 07 MANUFACTURER AND DR HORTON. U) Im W W z z W 0 O J O a of Q O LL z 0 z i I U LU X W �J 0_ Q 5p� TO m W z O W z r1 11 � 1 0 10 1 - � U ti C� SANITARY ISOMETRIC - LH ° O z U W H X W C_ APEX tds true design studios 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 Ir This item has been electronically signed and sealed by Justin M Lanier, PE on the date and/or time stamp shown using a digital signature. Printed copies of this document are >,,not considered signed and sealed nd the signature must be verified y a 3rd Party Certificate Authority <n any electronic copy Iv / LU J Z � LIJ LLJ O U) Q � G > U0 G W LLJ aLL PROJECT NO: DRAWN: CHKD: Abbott Park LOT 028-02 - 2021.009237 - - - JAR MJP 0r»ti111111"',$ LAN11 i No 85166 k :• DocuSigned by: k '" •,IFS .,< O R 10.N • 08-03-2021 REVISIONS: I No. 1 Description I Date ST=2 N Q W X O W z LL W .J Q 0 W Q (D t!) W 0 LL 0 0 LID W J U W z_ U) zLU w W J Q 0 z O 0 CMUIMETAL CONNECTOR ENGINEERINGa