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2020 V1.0 <br />VERIFY AC CON <br />LOCATION W/ <br />SITE PLAN <br />e <br />65'-0" <br />5 <br />SIM 9" CURB I <br />ST-21) <br />2'-8" 2'-4" <br />■ I ■ ■ - ■ ■ I' ■ ■' ■ I ■ ■ <br />--I- -- <br />71 <br />o <br />I H v ' M I -6„ I I I I 1■ <br />1 N I ; I ❑ I 5 <br />■ 1 ST-2D <br />- - - - <br />Or- <br />�I ST-2D <br />I I 4 <br />i I 4 I I ST-2D � -4❑ ,1 <br />i ST-2D I I <br />1 24'-51/2" 5'-01/2" 1 T-6" I 2'-4" 20'-8" <br />I I <br />A <br />1 ST-2D I I <br />■ I I „ I UNDER DOOR <br />. .... <br />Ir 0" All <br />''� <br />I I - - <br />I 5'-1 1 /2" - - -4,_6" - I 11'-8' I 4 <br />I --art---------I ST-2D <br />■ I ao I I I _ <br />4 5 <br />ST-213 ST-2D <br />IL <br />L - - - - - r- _.. ........_ _., . ■ ■ ■ <br />. -..._ I - -� <br />:... <br />■ ■ '� I I (�__ ■ ■ ■ <br />2'_8 1 /2'4 - - - - - - - 14'-0 1 /2" - - - - - - - - - -i - - - - - - - - - - - L�J i <br />I I --- I OPT <br />I I C7 ST-2D I <br />I o I 3E 2'_8,1I <br />I <br />I U) 0 011 I r )411 A <br />1 0 O 0111 00 <br />❑❑ <br />I U)Q- <br />I , I U (DI <br />© I w _ - -- 10'11/2" - - - <br />- 8'4 I <br />■ I I _ g I <br />� I ■ I ST-2D OPT � I <br />I NI I <br />- 1 <br />❑ - <br />01, <br />1i ST-2D I <br />I -1 I <br />NI <br />I I0 _---17'-10 --- - - - - - <br />! ■ <br />1 <br />B ST-21D o r>I <br />■ L------------- - - - - --- - - - - -I ----------------------..._ __--------------� <br />I <br />VERIFY AC COND <br />LOCATION W/ <br />SITE PLAN <br />1" E� T-8 " <br />9'-0" 56'-0" <br />FOUNDATION PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />0 <br />b <br />0? <br />co <br />2" 0 VENT <br />TO EXT <br />I <br />I <br />I <br />I <br />I <br />GENERAL FOUNDATION NOTES: <br />• CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICKAND <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 1S 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 94 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 />Q <br />tV <br />LO <br />N <br />00 <br />O <br />r <br />N <br />N <br />(') <br />J <br />LL <br />W <br />J <br />_L <br />z <br />0 <br />vi <br />FOUNDATION KEYNOTES: DC1 9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />A <br />❑ <br />8"x8" DEEP THICKENED <br />B <br />12" DEEP FTG UNDER BOX <br />C) <br />O <br />EDGE w/ (1) #4 CONT <br />COLUMN, FTG TO BE <br />r" <br />PROJECTED MIN 6" AS SHOWN <br />W <br />I-- <br />16"SQx12" DEEP FTG <br />❑ <br />24"SQ 4 E,DEEP FTG <br />w/ <br />30"SQx20" DEEP FTG <br />❑ <br />36"SQx20" DEEP FTG <br />w/ (4) #4 EW <br />w/ (4) #4 EW <br />J <br />co <br />G <br />48"SQx24" DEEP FTG <br />H <br />#5 VERTICAL DOWEL TYP <br />AS SHOWN, SEE MASONRY <br />W <br />w/ (5) #4 EW, T&B <br />IY <br />NOTES ON ST-1 <br />Q <br />❑I <br />1 1/2" SLAB EXTENSION <br />a <br />AT FULL ROUGH <br />U) <br />OPENING WIDTH <br />} <br />z <br />W <br />(D <br />LU <br />***NOTE TO CONTRACTOR"* <br />IY <br />DR HORTON DOES NOT ALLOW FIBERMESH AS AN <br />O <br />ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET <br />Q <br />0) <br />I <br />BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING <br />ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT <br />LO <br />I` <br />MANUFACTURER AND DR HORTON, <br />0 <br />VI\1 V1_1111 IV VV1x`11_V1 <br />ABOVE THE CENTER LINE OF <br />THE HORIZONTAL DRAIN <br />PIPE <br />z <br />U) <br />W <br />z <br />2" 0 VENT <br />TO EXT <br />w <br />i W <br />W <br />l z <br />I 0 <br />I <br />I W <br />I <br />I O <br />r <br />I 0 <br />I W <br />1 z <br />I 0 <br />Q <br />0 <br />0 <br />Q <br />0 <br />LL <br />z <br />C7 <br />0 <br />0 <br />z <br />z <br />w <br />F-- <br />w <br />Q <br />Q <br />m <br />0 <br />LU <br />0 <br />W <br />0 <br />i= <br />F•- <br />U <br />LL <br />Q <br />U) <br />0 <br />J <br />0 <br />z <br />SANITARY ISOMETRIC - RH = <br />W <br />X <br />W <br />n <br />C) <br />< <br />0 <br />w <br />W <br />W <br />W <br />x <br />LL <br />T <br />c3 <br />t <br />z <br />a t 3 C. 3iy kustnp" <br />i coni l C <br />i C t uC be. L <br />Ee . <br />z <br />LL <br />LL <br />UJ <br />Abbott Park Q <br />00 <br />LOT 032-03 0 <br />W <br />z <br />(D <br />PROJECT NO; uJ <br />2021.009227 0 <br />LL <br />DRAWN: 0 <br />CD o <br />CHKD: L0 <br />MJP 0 <br />W <br />J <br />Q <br />%%Iiltlfrtll U <br />LAtVI, r,�� <br />X z <br />No 85166 <br />• <br />Docu <br />ned <br />= a <br />i •.• H 1DAG4itF435....' (U <br />Q <br />07-29-2021 p <br />W <br />REVISIONS: w <br />z <br />No. Description Date <br />W <br />J <br />Q <br />U <br />0 <br />z <br />0 <br />0 <br />ST=2 <br />CMU/METAL CONNECTOR ENGINEERING <br />