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1 19 1 1 1 1_. <br />VERIFY AC COND <br />LOCATION W/ <br />SITE PLAN <br />15_3 1/2" <br />2 <br />19 DFU <br />2-WAY GCO <br />FLUSH ON GRADE <br />49'-4" <br />--- 5'-0- - - - -- - <br />5 SIM 9" CURB <br />T-2.D <br />r� <br />\ 2" 0 VENT � <br />I <br />70'-0" <br />20'-8" <br />100, <br />29'-0 1/2"_ <br />VERIFY AC COND <br />LOCATION W/ <br />SITE PLAN <br />I <br />■ ■ I jj ■ ■ . ■ ■ . .= - <br />- - -I- - - - - - - - - - - - <br />I I C?I I I <br />I I <br />T-2.D 5 <br />I T-2.D <br />■ I L4-- - -,-- 01 <br />_15-2" ! 5'-3 1 /2" _ -8 1 /2 _ - _ - - _ -- -- -- _ _ _ - 27'-2 1 /2" _ - - <br />-------------,k---- - r---- - - - - -- <br />�! I <br />4 4 <br />T-2.D <br />I 1 <br />oo . <br />011 <br />Zo -aai <br />- - - - - 19'-2" - - - 1- - _T-0" <br />co " 7A <br />I; <br />L - - - - - - - UNDER DOOR °p <br />■ ■ i I it <br />1 I _ <br />— -- 4 <br />15 <br />i t I T-2.D T-2.D <br />I I �p I -- ------ - - - - -- - ■ J - <br />�I <br />O - <br />I Op <br />I 1 <br />wg ---- I- <br />I <br />I w O- - - - - - - 1 1T-10 - - - - - - - -- ,�- - - - - - - - 16--7- - - - - - - - - -- - 2'-7 1/2" 2'-10" 6 1/ " T-2.D <br />�I NI 0" <br />vl �I o OPT. <br />I AJ — r _ 6 I OPT. I � I `�0,.4)�., <br />T-2.D — <br />1 I <br />EA <br />4 I 0 T-2.D <br />T-2.D <br />■-- - - - - ---------1---------------------- -� ] - <br />�- - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />■ ■ ■ ■ ■ ■ ■ ■ ■ ■ NJ - - - - ■ ■ <br />I <br />1 -4„ 4'-8" 01 5-4" 1'4" 01 <br />10 <br />6-0 -- - - - 51'-0" _ - - 6-8" <br />70'-0" <br />FO UNDA 110 N PIA N <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />6'-4" <br />S-1 <br />2020 V1.0 <br />GENERAL FOUNDATION NOTES: <br />• CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND <br />HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. <br />• EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS <br />ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf. AND <br />SHALL_ BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, <br />COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED <br />PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR <br />CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. <br />• IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE <br />SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT <br />FOR ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. <br />• SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB <br />IN ACCORDANCE WITH THE BUILDING CODE. CONSULT <br />ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. <br />• MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE <br />INTERCHANGEABLE. SEE SHEET ST-2D FOR ALTERNATE STEMWALL <br />SECTIONS. <br />• 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL <br />RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON <br />SHEET ST-2D <br />FOUNDATION KEYNOTES: DC1 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />-' <br />8"x8" DEEP THICKENED <br />— 1 <br />12" DEEP FTG UNDER BOX <br />I_ A _! <br />EDGE w/ (1) #4 CONT <br />_ _ <br />COLUMN, FTG TO BE <br />PROJECTED MIN 6" AS SHOWN <br />C <br />16"SQx12" DEEP FTG <br />D � <br />24"SQx20" DEEP FTG <br />, <br />w/ (3) #4 EW <br />j E <br />30"SQx20" DEEP FTG <br />F <br />36"SQx20" DEEP FTG <br />___ <br />wl (4) #4 EW <br />w/ (4) #4 EW <br />O <br />48"SQx24" DEEP FTG <br />H <br />#5 VERTICAL DOWEL TYP <br />w/ (5) #4 EW, T&B <br />! <br />AS SHOWN, SEE MASONRY <br />NOTES ON STA <br />I 1 1/2" SLAB EXTENSION <br />AT FULL ROUGH <br />OPENING WIDTH <br />a� <br />Nt U <br />LO <br />cr <br />0 <br />O <br />APEX -C <br />� U <br />W <br />z <br />U) <br />CU <br />W 7% <br />W <br />z_ 4- <br />d a t S <br />W <br />Q true design studios <br />lL' <br />O <br />-1 9000 REGENCY SQUARE BLVD. N <br />ILL SUITE 100, JACKSONVILLE, FL 32211 <br />0 904.821.5200 p <br />H � <br />w � <br />O <br />O 0,1HOMN' w <br />U � <br />0 <br />fr & 40 <br />Q <br />U <br />z_ <br />} <br />U <br />O <br />J <br />O <br />z <br />U <br />W <br />f- <br />a- wW ^ <br />Q V) <br />x 0 M w <br />� W <br />m <br />0 z w <br />w O to <br />0 Q <br />2E O <br />m > o <br />z w <br />Q J w <br />O M w mow/ <br />~ � W <br />ILL <br />�- <br />Q f` <br />U) X <br />0 <br />O z0 <br />O 0 <br />z <br />U z <br />Uj <br />Abbott Park a <br />- - — - - U_ <br />IL <br />Q LOT 002-02-A w <br />— -- —� <br />LU <br />U <br />Cn <br />PROJECT NO <br />2020.001719 z <br />DRAWN. <br />SLC w <br />0 <br />CHKD — - <br />EAF p <br />0 <br />0 <br />u7 <br />`ttt►ttitill,, (/) <br />�.�` -SIN LqN '�.. <br />0 51 <br />U) <br />* ; U) <br />:xz z <br />(A <br />02-26-2020 O <br />z_ <br />REVISIONS: < <br />No. Description Date 0 <br />-- w <br />cn <br />--- W <br />w <br />Q <br />- U <br />U) <br />H <br />O <br />ST=2 z <br />O <br />0 <br />CMUNFTAL CONNFCTOR FNGINFFRING <br />