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DocuSign Envelope ID: 5C3C5BA8-1360-4D38-82F9-A78DD9D6816A <br />00 <br />co <br />VERIFY AC COND <br />LOCATION W/ <br />SITE PLAN <br />0 <br />ti <br />-7-8 <br />9'-01, <br />FOUNDATION PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />5 <br />SIM 9" CURB ST-2D <br />65'-0" <br />60'4' <br />65'-0" <br />■ ■ I — — — — • — — <br />I <br />I <br />5 <br />ST-2D <br />I _tS <br />4 - <br />I -2D 9 <br />I <br />2,4„ / <br />II <br />I \ <br />i <br />4" <br />4 <br />ST-2D� <br />56-0" <br />- f <br />/ 2'-8" / 2'4' / <br />■ <br />LO <br />VERIFY AC COND <br />LOCATION W/ <br />j SITE PLAN <br />2." O VENT <br />TO EXT <br />r� <br />I <br />I <br />I <br />I <br />I <br />I <br />2020 V1.0 <br />GENERAL FOUNDATION NOTES: <br />CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK <br />AND <br />• CDHAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. CD 0 <br />• EARTH AND EARTH FILL SUPPORTING SLABS GRADE 0 APEX <br />Q <br />ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,00 psf, AND 0 <br />SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. N c- <br />COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED eO v <br />PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR <br />CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. O <br />• IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE 0) <br />SOIL IS NOT SUITABLE FOR 2.000 PSF BEARING CAPACITY, CONTACT ' Co. <br />EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. �— <br />• SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB N <br />IN ACCORDANCE WITH THE BUILDING CODE. CONSULT ° _ <br />ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. C11) \010111 \\\ <br />• MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE J <br />INTERCHANGEABLE. SEE SHEET ST-2D FOR INTERCHANGEABLE LL <br />STEMWALL & MONOLITHIC SECTIONS (DETAILS 1/2 & 5/7). - <br />• 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL J <br />RE-ENTRANT CORNERS. SEE "RE-ENTRANT CORNER DETAIL" ON J <br />SHEET ST-2D. 5 Uru,e cries. i .. n, stud a>5 <br />Z <br />O <br />U) <br />FOUNDATION KEYNOTES: DC1 U 9000 REGENCY SQUARE BLVD. <br />Q SUITE 100, JACKSONVILLE, FL 32211 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 0 <br />8"x8" DEEP THICKENED j 12'' DEEP FTG UNDER BOX O <br />A EDGE w/ (1) #4 CONT L—I COLUMN, FTG TO BE <br />PROJECTED MIN 6" AS SHOWN W <br />~ to <br />24"SQx20" DEEP FTG Ulu OMOIff T <br />C 16"SQx12" DEEP FTG w/ (3) #4 EW Cn <br />30"SQx20" DEEP FTG ❑ 36"SQx20" DEEP FTG a >z g <br />E w/ (4) #4 EW F w/ (4) #4 EW J " k <br />5 DOWEL TYP <br />48"SQx24" DEEP FTG # VERTICAL DW <br />G w/ (5) #4 EW, T&B AS SHOWN, SEE MASONRY Q <br />NOTES ON ST-1 _ <br />1 1/2'' SLAB EXTENSION 0 <br />AT FULL ROUGH U) <br />OPENING WIDTH U <br />Z <br />W <br />U <br />W <br />""NOTE TO CONTRACTOR— 0� <br />DR HORTON DOES NOT ALLOW FIBERMESH AS AN CD <br />ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET CD <br />- CD <br />BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING <br />ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT L0 z <br />MANUFACTURER AND DR HORTON. ' <br />ABOVE THE CENTER LINE OF <br />THE HORIZONTAL DRAIN <br />PIPE <br />O <br />WU) LL'J <br />0. <br />W LL Z <br />Z W <br />2"0 VENT � � O r <br />TO EXT m v, <br />W VI W z <br />I — <br />z 0 Q <br />W W p <br />J W <br />Uj w <br />I <br />j X <br />I W LL <br />z TI�{� has been electronically <br />- WC-1 O signe sealed by Justin M Lanier, z <br />PE on the date and/or time stamp O <br />Q shown using a digital signature. Q <br />cl� Printed copies of this document are LU <br />O not considered signed and sealed F___ <br />W and the signature must be verified z <br />Q' by a 3rd Party Certificate Authority IY <br />O on any electronic copy W <br />U W <br />LU <br />Q — <br />Abbott Park Q <br />O U <br />_jUn <br />Q LOT 030-03 — o <br />t— <br />U Q <br />Z_ Z <br />0 <br />CD U)O PROJECT NO LU <br />JO 2021.009226 <br />Z DRAWN: -- - O <br />U CD o <br />W CD <br />CHKD: � <br />MJP x <br />W W <br />a_ _I <br />Q Q <br />Q `��. �S� iN• LgN�F �'� <br />`` • G•E•N 0 <br />co <br />p No 85166 <br />Z y: gne Do*Sid b— <br />.._ o <br />O � • . Tj .E. OF .'4/�' <br />W O�• 3F4671DACCIF4�t v U) <br />z � 0 N A L E��.`� z <br />�rrrriir>t���� <br />� Q <br />O_ 07-29-2021 p <br />W <br />U REVISIONS: LU <br />2 <br />QNo.l Description Date r__ <br />- - - -- U-1 <br />— Q <br />} U <br />O Cn <br />O F- <br />O - - -- zz <br />SANITARY ISOMETRIC - RH w <br />X <br />W <br />ST=2 <br />CMUIMETAL CONNECTOR ENGINEERING <br />