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DocuSign Envelope ID C1150073-72E1-4C6A-B7BF c�4DA94F�-;C,B133 <br />r - ---- ■ <br />I F_ - - - <br />I I I <br />I ! I <br />IL <br />ALTERNATIVE <br />AC COND <br />LOCATION ■ <br />I <br />I <br />I <br />,I <br />I I <br />� I <br />M ■ I � 1 <br />—'�T-2 t ; <br />I <br />i <br />I <br />I <br />i I <br />I <br />I <br />i■ <br />I <br />b <br />0 <br />� I , <br />I <br />t _ _ <br />ti <br />Eo <br />J <br />■ <br />A <br />F"OUlh' AlION PIA <br />1/4 - i )2"x34" <br />ec. n, <br />66-0 <br />KS-1 <br />2020 V1.0 <br />GENERAL FOUNDATION NOTES: <br />• CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND I <br />HAVE MiN•JIMOM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. i <br />• EARTH AND EARTIi FILL SUPPORTING SLABS ON GRADE IS <br />ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND <br />SHALL RE FREE OF ORGANIC MA' ERIAL AND COHESIVE SOILS. � <br />COMPACT THE FILL IN 12" LIFTS TO AT I EAST 95% OF MODIFIED I <br />PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR <br />C -ONTRAC? OR'S RFSPONSIBIHTY TO CONFIRM THESE ASSUMPTIONS <br />IF CONTRACTOR OR BUILDING OFFICIAL. DETERMINES THAT THE <br />S()I{_ !,S RC07 SUITALI..E FOR 2 000 PSF BEARING CAPACITY. CONTACT <br />F C,,R ADfriTiONAL FOUNDATION WORK. MAY BE REOIJIRED. <br />•_ l;iN�C3 !_/,SS DOOR FRAMES MUST BE RECESSED INTO THE SLAB <br />'•:'�:i)fZDAniCE WITH THE BUILDING CODE CONSULT <br />`l,,:I!I . r'CTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. <br />STEMWALL AND MONOLITHIC FOOTINGS ARE <br />L•;i"E fiC1"iANGEABLE. SEE SHEET ST-2D FOR ALTERNATE STEMWALL <br />SCCTIO1'S. <br />• 24" LONG- #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL <br />2L:-EN7 RANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON <br />Hi_E'T ST-_D. <br />FOUNDATION KEYNOTES: DC1 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />S"x8" DEEP THICKENED <br />I—. <br />12" DEEP FTG UNDER BOX <br />EDGE WI (1; #4 CONT <br />g ' <br />COLUMN, FTG TO BE <br />PROJECTED MIN 6" AS SHOWN <br />r. 16''SQx12" DEEP F'TG <br />24"SOx20" DEEP FTG <br />—� J' <br />wr %3} ll I EW <br />30• 1_'Qx20" DEEP FTG <br />- <br />36"SQx20" DEEP FTG <br />w,` (4) 44 EW <br />_F...! <br />W/ (4) #4 EW <br />48"SOx24" DEFP FTG <br />#5 VERTICAL DOWEL TYP <br />,NI �F5 �.4 ,Elk Tfx <br />AS SHOWN, SEE MASONRY <br />NOTES ON ST-1 <br />I 2.0 A,/F-Nq <br />TO ROOF <br />I <br />I <br />I <br />2" 0 V E N'l <br />TO ROOF <br />�l I <br />I I <br />1 I fi-1 <br />I I i DRY VF: NT TO CONNECT <br />ABOVE T. <br />HE CENTER LINE OF 2" 0 VENT <br />I ' 1 HE HORIZONTAL DRAIN PIPE TO ROOF <br />L 1 I WC-1 <br />2"0 VENT I <br />ti o <br />0 O <br />U APEX0 <br />0 <br />W O <br />Z_ v <br />U <br />x "00 <br />W <br />W <br />Z_ <br />z <br />W ds 6 <br />Q true design studios O > Q <br />O -- <br />-j 9000 REGENCY SQUARE BLVD. N <br />W SUITE 100, JACKSONVILLE, FL 32211 <br />0 904.821.5200 p <br />I— 70 <br />c <br />O <br />O ' w <br />Q r .0 04HO140N, w <br />O <br />IL <br />Q � <br />0 <br />Z <br />O <br />O <br />J <br />O <br />Z <br />W <br />LU JW <br />WU) <br />w <br />m <br />z w <br />W Z O <br />�•/ J <br />O <br />Q C <br />W ,J O <br />Q <br />z w 0 <br />o d' � w <br />00 w <br />�= o <br />III <br />Q I� <br />(n x <br />This item has been electronically x <br />} signed and sealed by Justin M Lanier, r- <br />() PE on the date and/or time stamp `— <br />o shown using a digital signature. z <br />J 0 <br />O CD <br />z W <br />= I-- <br />0 z <br />IW- Abbott Park <br />d <br />W - u- <br />CL LOT 006-02 W <br />Q J <br />U <br />W <br />PROJECT NO: I- <br />2020.004116 z <br />C7 <br />DRAWN. <br />DO W <br />0 <br />CHKD: LL <br />EAF 0 <br />0 <br />0 <br />LO <br />%%J11111111111 U) <br />S� IN LgNj .,� W <br />GENS <br />.0 <br />No 85166 : U) <br />Docusigned by: �' U) <br />i r ST a61(j ;DEF.354U .. <br />VV• <br />• <br />N AL E�� `I 0 <br />�,##fillIt � <br />06-08-2020 (D <br />z <br />REVISIONS: < <br />No. Description Date 0 <br />- W <br />U) <br />— W <br />I— <br />W <br />J <br />0 <br />W <br />H <br />O <br />ST=2 Z <br />0 <br />0 <br />CMU/METAL CONNECTOR ENGINEERING <br />