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DocuSign Envelope ID: 81B96B41-3A94-477C-9B97-507180D95065 a b 9 () VERIFY AC COND LOCATION W/ SITE PLAN O. f%" 4 1 70'-0" 1'4' 8'_0" 59'-10" 0„ I N - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - ........................... . _:> B 3 - I ---- I_ 1 ■ I - 1 T-2.101 MI I■ M I I 0) 1 I 1 iv i 1 I 00 — 4„ I „ I I 0T-2.D _ I ■ I I � - I I■ Bj - I-----16-11 ... --------.2-6 1 0r, NI I 0.1 91 T T-2.D OPT 1 N_ 1 --- - - - - -J =A I Z I 1Of00 I 1 1 q A I 10❑ I I 1 I I OPT T 2.D - 5,4 5,_0„ -- 11 LuI fi I I00 'I 1 I ----J -- �I I F— - - -I - - ■ ■ v ■ I — — — — — — — — — — — -r - --i - 1 1/2" I I I ■ I 4 — ■ I 1 ........... I T-2.D T-2.D O Eo ... _....:....: I I I 011 I 4„ I i �- J UNDER DOOR I I I 1 I 9 I 4'-7 1/2" e --4,_6"- - * 2-1 1 - - - - - - 11'-5" - - - - - 2'-4 1 /2" 20'-8 1/2" I T-2.D I 1 4 — -- 1 T-2.D - - 14'-0" I l I I ---� L----------- - - - --J 29' ■I r T-2.D I ` - I I NI m I L--------------- - - - - -- - - -- - _FOUNDATION PLAN 1/4" = 1'-0" WHEN PRINTED ON 22"x34" (DOWELS VARY PER ELEVATION) 2 D/ SIM 9" CURB 70'-0" 0 zo 4 5 T-2.D T-2.1D I ■ ■ ao J — — — — — — — — — — — — — — — — — — — — — — — — 04 . ■ ■ ■ ■ • _ I VERIFY AC COND M LOCATION W/ SITE PLAN 30" ) v _-- --`— — -- 2020 V1 0 GENERAL FOUNDATION NOTES: • CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2 THICK AND 0 HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI LINO. 0 • EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS L0 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 00 PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR 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 IN ACCORDANCE WITH THE BUILDING CODE. CONSULT N ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. M • MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. SEE SHEET ST-2D FOR ALTERNATE STEMWALL LL- 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-2D. z O --- - - cn FOUNDATION KEYNOTES: DC1 Q NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN DEEPTHICKENED � COLDEEP FTG UNDER UMN, FTG TO BE BOX p LA EDGE (1) #4CONT 1-" PROJECTED MIN 6" AS SHOWN LLI H C „ 16' SQx12 DEEP FTG D f l 24"SQx20" DEEP FTG � w/ (3) #4 EW -.E LJ 30"SQx20" DEEP FTG F i 36"SQx20" DEEP FTG w/ (4) #4 EW w/ (4) #4 EW m G j 48"SQx24" DEEP FTG H L- #5 VERTICAL DOWEL TYP W w/ (5) #4 EW, T&B AS SHOWN, SEE MASONRY w NOTES ON ST-1 Q L ' 1 1/2" SLAB EXTENSION Z) AT FULL ROUGH OPENING WIDTH z 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 LO BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING Z ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT 07 MANUFACTURER AND DR HORTON. -- -- - W z U) m w W (.D z W Q w O LL z O O Q w O LL Q z U 1' J O I U W X W J Q X 5P� 2� � m ❑ W < z Q z 1 �1 I ❑ �.. �G=� O �I LL C� SANITARY ISOMETRIC ° J z U W H X W Q CMUIMETAL CONNECTOR ENGINEERING tds sa 1✓ true design studios >N 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 N tm / 0 LUI Q ❑ LLJ -1W w LUI x U- a z O 0 H z W LL W Abbott Park U) LOT 043-03 ❑ - - W - - 0 fn PROJECT NO: LIJ ❑ 2020.005388 LL O DRAWN: DO 8-0 0 u7 CHKD: EAF U) n w ,``,rrr►ri�t��r�� U) . J•.��G•ENS�.;4 � z Qo�ed try: j II, ❑ %-33 • 3FTf7lDACDI=R.. (A •,, FS .,< 0 R 0, �� • ''�•.s;0 z N A E;; %�' �itlt�t 07-10-20 ❑ W REVISIONS: co No. Description Date ~ -- W J - -�- cn — — --� z O ST=2