Laserfiche WebLink
)ocuSign Envelope ID: A5CAA780-005C-4257-894E-716A130DFF24 <br />KS-1 <br />FOUNDATION PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />2020 V 1. <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 />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 CORNER 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 />KC 16"SQx12" DEEP FTG <br />E 30"SQx20" DEEP FTG <br />w/ (4) #4 EW <br />I48"SQx24" DEEP FTG <br />1 w/ (5) #4 EW, T&B <br />\_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 <br />B1B 12" DEEP FTG UNDER BOX <br />COLUMN, FTG TO BE <br />PROJECTED MIN 6" AS SHOWN <br />D 24"SQx20" DEEP FTG <br />I _ w/ (3) #4 EW <br />F 36"SQx20" DEEP FTG <br />w/ (4) #4 EW <br />(- #5 VERTICAL DOWEL TYP <br />I_ H AS SHOWN, SEE MASONRY <br />NOTES ON ST-1 <br />a <br />IT U <br />LO <br />O <br />U) APEX <br />U) U <br />w <br />z cl <br />qj <br />03 <br />m <br />IY <br />w ZZ <br />w <br />z <br />0 <br />z tds W -6 <br />QD true design studios <br />w <br />O <br />—I 9000 REGENCY SQUARE BLVD. a) <br />LL SUITE 100, JACKSONVILLE, FL 32211 c <br />904.821.5200 p <br />LD <br />H �_ <br />cn <br />c <br />O <br />0 04ROHOMON' (1) <br />U � <br />Q Av J : <br />O <br />J <br />LL <br />Q <br />U <br />z N <br />} <br />O <br />_1 <br />O <br />z <br />U <br />w <br />I— <br />x JW <br />Q LLI U) <br />w <br />m <br />0 = Z w <br />W O U)z <br />o F= <br />w —� Q O <br />Q > <br />z �• w <br />J w <br />w w <br />F_ 00 o <br />U- U_ <br />Q <br />U <br />x <br />} <br />0 <br />o z <br />J O <br />O 0 <br />z W <br />2 F_ <br />U z <br />LU <br />Abbott Park 0-1 <br />x a_ <br />w LL <br />a LOT 020-01 w <br />Q J <br />Q <br />U <br />U) <br />0 <br />W <br />PROJECT NO: f- <br />2021.003464 z <br />CD <br />DRAWN: <br />LDG w <br />— 0 <br />CHKD: MJ P LL. <br />O <br />O <br />0 <br />Lf) <br />U) <br />,, <br />��% w <br />S�(iN LqN� .,� <br />...... <br />E N <br />S�9'.� <br />U <br />a _ni4 by'c cn <br />.-' (D <br />z <br />S rATE OF : 4/ " <br />.�. <br />� U. <br />y `F439.. <br />03-18-2021 O <br />_z <br />REVISIONS: < <br />No. Description Date 0 <br />— - w <br />co <br />- w <br />w <br />Q <br />U) <br />H <br />O <br />ST=2 0 <br />f'.MIIIMFTAI f'.ONNFrTOR FN(;INFFRIN(; <br />