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)ocuSign Envelope ID: 97DC3F7A-OB49-41F6-BB8D-6FF2235411OF <br />2019 V3.0 <br />0 <br />M <br />iT <br />Cl) <br />3'-0" 4' <br />VERIFY AC CONI <br />LOCATION W/ <br />SITE PLAN <br />PO UNDA rHO N PIA N <br />1/4" =1'-0" WHEN PRINTED ON 22"x34" <br />(DO WIIS VARY PER-E"AMON) <br />70'-0" <br />r T-0" r <br />VERIFY AC COND <br />q LOCATION W/ <br />SITE PLAN <br />T-2.D SIM 9"CURB <br />i <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 />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 />O <br />O <br />N <br />u? <br />N <br />00 <br />14 <br />O <br />O <br />N <br />N <br />M <br />_1 <br />LL <br />LL <br />J <br />J <br />z <br />O <br />tds <br />t2 <br />true design studios <br />FOUNDATION KEYNOTES: DC1 U 9000 REGENCY SQUARE BLVD. <br />Q SUITE 100, JACKSONVILLE, FL 32211 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 3 <br />Q <br />8"x8" DEEP THICKENED <br />EDGE w/ (1) #4 CONT <br />12" DEEP FTG UNDER BOX <br />COLUMN, FTG TO BE <br />Op <br />PROJECTED MIN 6" AS SHOWN <br />W <br />I— <br />r <br />u <br />16"SQx12" DEEP FTG <br />❑p <br />w/ (3) #4 E DEEP FTG <br />w/ (3) #EW <br />U) <br />U) <br />I <br />30"SQx20" DEEP FTG <br />w/ (4) #4 EW <br />36"SQx20" DEEP FTG <br />w/ (4) #4 EW <br />J <br />m <br />❑48"SQx24" DEEP FTG #5 VERTICAL DOWEL TYP W <br />G w/ (5) #4 EW, T&B ❑H AS SHOWN, SEE MASONRY Q <br />NOTES ON ST-1 <br />1 1/2" SLAB EXTENSION <br />AT FULL ROUGH <br />OPENING WIDTH <br />U <br />z <br />W <br />Co <br />n <br />O <br />O <br />O <br />O <br />ti <br />d' <br />u7 <br />ti <br />z <br />W <br />W <br />z <br />U) <br />m <br />W <br />W <br />_z <br />(D <br />z <br />W <br />0 <br />0 <br />LL <br />0 <br />O <br />U <br />Q <br />O <br />J <br />LL <br />Q <br />U <br />z <br />w� O <br />O <br />z <br />U <br />W <br />I— <br />x <br />W <br />d <br />Q <br />X <br />00 <br />0 <br />O <br />Q <br />0 <br />O <br />7,lop& � <br />LL <br />U) <br />O <br />SA NITA RY ISO M EMIC O <br />J <br />O <br />z <br />U <br />W <br />H <br />X <br />W <br />D_ <br />Q v/ <br />� LLI <br />0L <br />-I z LLi <br />LLJ O U) <br />Q Z <br />QO <br />m > 0 0 <br />Jw W <br />LL <br />Lu <br />LL X <br />Q <br />0 <br />This item has been electronically LU <br />signed and sealed by Russell T Dukes, Z <br />PE on the date and/or time stamp <br />shown using a digital signature. <br />LL <br />W <br />Abbott Park Q <br />U <br />U) <br />LOT 001-01-A o <br />W <br />z <br />(D <br />PROJECT NO: W <br />2019.007593 0 <br />LL <br />O <br />DRAWN: <br />KG o <br />CHKD: u7 <br />EAF co <br />W <br />J <br />Q <br />U <br />Z <br />S <br />0=aftned Iff: 3: <br />ilk. = o <br />F.. <br />cq <br />.�'�.-61fjQe4-' 1S44C�., <br />'�i,SS/0 N M- 3: <br />02-13-2020 p <br />W <br />REVISIONS: <br />No. Description Date ~ <br />W <br />J <br />Q <br />U <br />0 <br />z <br />O <br />ST=2 <br />CMU/METAL CONNECTOR ENGINEERING¢ <br />