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65-0" 9'-01, - _ 56-0„ 14 1, T-8" VERIFY AC COND LOCATION W/ SITE PLAN I i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �--I - - - - - - - - — - - - - - - - ■ r- - - - - - - - - � I g I 1 04 -4„ �, ST-2D NI 0„ 7 / - - - --1T-10" - - - - - - - I I 1 I I ti I "I `i 11/2"— - OPT I ST-2D �s I 10 I Iz ■ g o ,k---- 10_l1/2----- 8'-4" I ly,o 0o ` I w Q I A I O I 3'4" 2'-8" I v I s I I CO _ — I I LO - I I 2'-8 1/2" _ - _ 14'-0 1/2" - - _ - I OPT ST-2D --_ B .... ...... _ bo - I I I Y M M I I I I ■ r 4 5 7 -8 � I I ST-2D (ST-2D —i — — — — — — — - I — — —T oo \ ■ I 0)I 81, I I I 5'-1 1/2" _ _4=6 - _ _ _- _ _ 11'-- 4 I I I ST-2D I I I I 1 0" I - o I I o N ■I I I o N ST-2D 24'-5 1/2" 1 5'-0 1/2" 1 T-6" 2'-4" 20'-8" UNDER DOOR I 4 , 4' 01[ ST-2113 `V I — - - o _ I 4 5 ■ I 1 I �}- ' I ST-211) ST-2D I CD I I I -j — — — — I — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — —� (V I VERIFY AC COND 5 LOCATION W/ SIM 9" CURB ST-2D SITE PLAN 60'-0" 2'-8" 2'-4" 65-0" F`O UNDA MO N PIA N 1/4" = 1'-0" WHEN PRINTED ON 22"x34" 2020 V1.0 GENERAL FOUNDATION NOTES: j a CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND p cy HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI LINO. p EARTH AND EARTH FILL SUPPORTING SLABS GRADE IS O ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND APEX � SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED 04 PROCTOR 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 0) 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 Z. • MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE _j INTERCHANGEABLE. SEE SHEET ST-2D FOR ALTERNATE STEMWALL SECTIONS.tds LL J • 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON J N SHEET ST-2D. studios Z ' O FOUNDATION KEYNOTES: DC1 U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 vi NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN - 8"x8" DEEP THICKENED 12" DEEP FTG UNDER BOX B pp _A- EDGE wl (1) #4 CONT ! COLUMN, FTG TO BE PROJECTED MIN 6" AS SHOWN W FTG 16"SQx12" DEEP FTG D 24"SQx20"#RHOMN* ► D LC w/ (3) #4 EWEEP a) r - 30"SQx20" DEEP FTG r� 36"SQx20" DEEP FTG l- E ! w/ (4) #4 EW F w/ (4) #4 EW m 48"SQx24 DEEP FTG #5 VERTICAL DOWEL TYP AS SHOWN, SEE MASONRY W -. 'z: I rii (5) #4 EW, T&B Q NOTES ON ST-1 ,_, 1 1/2" SLAB EXTENSION 0 I AT FULL ROUGH (A OPENING WIDTH N 2" O VENT TO EXT i lM1ll� A i SA N ISO-- - - -- ---- --- 1/4" = 1'4' WHEN PRINTED ON 22"x34" Z W C� W IY p O p LO p ti z ti p U) Z w U) MM—/ w W ZLL U Z w 00 J O U) w w w Z Q O (D Q > 2" 0 VENT W � � 0 TO EXT Q w w Ly Ly V to w w I J X LL d' L-- 1 0 Z 1 O W Z O a U IL W � J Abbott Park Q U) u- LOT 003-02-A 0 Q W U Q Z 0 U) PROJECT NO: uJ O 2020.001721 J LL DRAWN: O U KG p Uj CHKD: LO EAF co Ill a J Q Q ,,,t►►H ►Iitl��'t U) s .,.!:A Lu N 5 66Ni co•' �ENS•F9 z � i : • ••� ,' - Q Z *� �* -' N 6L '-v *xz o '. ST TE OF .' 4/ . W �� Al U .(pR�OP'♦ `� Z Z iO4�0" ONALE,. O 02-25-2020 � w U REVISIONS: _ _ _ U_ Q No. Description Date ABOVE THE CENTER LINE OF J THE HORIZONTAL DRAIN PIPE (0 Q >- U (D - — U) O I- - _ -----— -- O Z o U W X ST=2 W C_i►nlI/MFTAI rONNFt_TnP FAIr.INFFRIKIr-