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IT <br />M <br />(V <br />00 <br />r — <br />I <br />L - <br />ALTE <br />AC <br />LO( <br />FOUNDATION PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22"04" <br />Ar._n.' <br />KS-1 <br />___-- 2019 V3.00 <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. <br />• EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS <br />ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND <br />j 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 />EOR. 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 CORNFR DETAIL" ON <br />SHEET ST-2D. <br />FOUNDATION KEYNOTES: DC1 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />A 8"x8" DEEP THICKENED <br />EDGE w/ (1) #4 CONT <br />C 16"SQ02" DEEP FTG <br />E .i 30"SQx20" DEEP FTG <br />w/ (4) #4 EW <br />G 48"SQx24" DEEP FTG <br />w/ (5) #4 EW, T&B <br />I 2"0 VENT <br />I TO ROOF <br />I <br />I <br />I <br />I <br />2"0 VENT <br />TO ROOF <br />I <br />I I <br />I I <br />o � <br />12" DEEP FTG UNDER BOX <br />B i COLUMN, FTG TO BE <br />PROJECTED MIN 6" AS SHOWN <br />j D-1 24"SQx20" DEEP FTG <br />_._ w/ (3) #4 EW <br />F 36"SQx20" DEEP FTG <br />w/ (4) #4 EW <br />#5 VERTICAL DOWEL TYP <br />H AS SHOWN, SEE MASONRY <br />NOTES ON ST-1 <br />LO <br />� U <br />O <br />APEX <br />U <br />W <br />Z_ qj <br />M <br />m <br />W <br />W 10 <br />Z «: <br />C7 "� <br />Z <br />W tds -d <br />Q true design studios <br />0 <br />J 9000 REGENCY SQUARE BLVD. N <br />W SUITE 100, JACKSONVILLE, FL 32211 c <br />Zcn <br />O 904.821.5200 p <br />cn <br />c <br />0 <br />0 0#0190N'70 <br />0 <br />0 <br />J <br />U_ <br />Q <br />0 <br />Z <br />C� <br />0 <br />J <br />0 <br />Z <br />2 <br />U <br />w <br />F- <br />x W mi <br />cl- <br />Q w U) <br />W LLI <br />o Z /W� <br />Z 0 vJ <br />3: <br />a <br />0 <br />a Q U) <br />Z �. > w <br />w <br />J CL <br />00 W X o <br />r W <br />LL <br />U) x <br />r- <br />V � <br />O Z <br />O 0 <br />Z 0 <br />r W <br />0 z <br />Z <br />Abbott Park <br />x a <br />°- LOT 047-03-A w <br />Q ----. J <br />Q <br />U <br />U) <br />0 <br />Uj <br />PROJECT NO: I- <br />2019.007597 z <br />DRAWN: <br />JMM w <br />CHKD. EAF L` <br />0 <br />0 <br />0 <br />ifill, <br />� <br />IN L A �'�i� cn <br />�. �5••,.....,• /F �. w <br />•. . <br />�`� ; ••\. NSF'••, <br />• 0 <br />N 8 16 <br />0 <br />'U : • (r ~ Z <br />r • <br />STA OF .'14J" <br />i 0 •. <br />OR <br />Sil,,ONA\_ �� <br />rrr ICI O <br />10-16-�2019 Z <br />REVISIONS: <br />No. Description Date w <br />(n <br />-- — w <br />w <br />Q <br />ST=2 <br />F- <br />0 <br />0 <br />CMUIMETAL CONNECTOR ENGINEERING <br />