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DocuSign Envelope ID 64039112-CEE7-4F45-AD73-562F11EFF3F4 <br />r � I <br />0 <br />0 <br />v <br />b <br />00 <br />I I <br />I I <br />I i <br />L _ - - J <br />ALTERNATIVE <br />AC COND <br />LOCATION <br />FOUNDATION <br />PLAN - <br />B <br />& <br />E <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />65'-0" <br />KS-1 <br />2020 V10 <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 INTERCHANGEABLE <br />STEMWALL & MONOLITHIC SECTIONS (DETAILS 1/2 & 5/7). <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 />8"x8" DEEP THICKENED <br />B <br />12" DEEP FTG UNDER BOX <br />EDGE w/ (1) #4 CONT <br />COLUMN, FTG TO BE <br />PROJECTED MIN 6" AS SHOWN <br />C <br />16"SQx12" DEEP FTG <br />! D <br />:— <br />24"SQx20" DEEP FTG <br />w/ (3) #4 EW <br />30"SQx20" DEEP FTG <br />F <br />36"SQx20" DEEP FTG <br />l-J <br />w/ (4) #4 EW <br />F <br />w/ (4) #4 EW <br />LG <br />48"SQx24" DEEP FTG <br />1 <br />H <br />#5 VERTICAL DOWEL TYP <br />AS SHOWN, SEE MASONRY <br />w/ (5) #4 EW, T&B <br />NOTES ON ST-1 <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 />rl- O <br />IUD <br />O O <br />APEX _C <br />U U <br />W <br />z Q) <br />m <br />0� e\ I <br />W <br />z 4-- <br />( d <br />W t S <br />Q true design studios <br />O <br />—j 9000 REGENCY SQUARE BLVD. N <br />LL SUITE 100, JACKSONVILLE, FL 32211 <br />904.821.5200 p <br />2 73 <br />O C <br />W � <br />RHIHOMI� <br />U <br />0 <br />O <br />_j <br />ILL ,� <br />0 <br />U <br />z_ N <br />} 3: <br />0 <br />O <br />J <br />This item has been electronically <br />z signed and sealed by Justin M Lanier, <br />U PE on the date and/or time stamp <br />W shown using a digital signature. <br />Printed copies of this document are <br />f— not considered signed and sealed <br />X and the signature must be verified <br />W Jby a 3rd Party Certificate Authority <br />CL on any electronic copy rn <br />Q W <br />V / <br />Q UU <br />Lu <br />Z <br />O U) <br />Q <br />0 �-- <br />LLI -� Q o <br />z > � <br />Ww <br />W W a <br />00 0 <br />r LL <br />Q <br />U) X <br />} <br />0 <br />O 0 <br />O 0 <br />z W <br />2 F- <br />U z <br />� Abbott Park 0� <br />x a_ <br />W - - - U_ <br />°- LOT 020-03-1 B W <br />Q <br />Q <br />U <br />U) <br />0 <br />W <br />PROJECT NO: I- <br />2021.014970 z <br />-- - 0 <br />DRAWN <br />CD w <br />0 <br />CHKD: ILL <br />O <br />0 <br />0 <br />LO <br />,��. JS� IN LqN�� .., W <br />., <br />• v� <br />+ * • A§gkfied•k1y* .• <br />co <br />C3.F4671 <br />x z <br />TE OF <br />.D�C.E3�le... 5Q <br />OR <br />0 N A E����` 0 <br />0 <br />12-29-2021 (D <br />_z <br />REVISIONS: <br />No. Description Date <br />-- W <br />W <br />J <br />U) <br />F— <br />ST=2 <br />z <br />O <br />0 <br />CMUIMETAL CONNECTOR ENGINEERING <br />