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jocuSign Envelope ID: 12B06693-F413-4080-990E-97E259316259 <br />11'i'_ 11 Il 1 <br />2020 V 1.0 <br />7n'_n" <br />VERIFY AC COND <br />LOCATION W/ <br />SITE PLAN <br />SIM 9" CURB <br />- <br />o <br />rl— <br />— — — — — — — — — — — — — <br />— — — — — <br />M <br />I <br />N O I IV <br />I <br />5 <br />I <br />■ <br />■ <br />N <br />1 <br />m <br />T-2.D <br />T-2.D <br />3 -0' 0. _ <br />I I❑ <br />I <br />VERIFY AC COND <br />■ I <br />29',-6" <br />I 54" 14'-0- <br />LOCATION WI <br />SITE PLAN <br />T-2.D <br />4'-7 1 /2" 4'-6" 2'-1 " _ 11 '-5" <br />9 1/2" <br />2' 4 1 /2" <br />20'-8 1 /2" <br />- <br />I <br />in <br />o <br />■ <br />I <br />� <br />�-4" <br />A <br />I <br />I <br />UNDER DOOR <br />L <br />I <br />------- <br />■ ■ <br />- - - —-i <br />■ I <br />i <br />4 <br />� T-2.D <br />o <br />\ <br />1 <br />■ I T-2.D <br />I <br />'k <br />I 4 <br />I T-2.D <br />bo <br />5 <br />T-2.D <br />I <br />(D <br />I - - <br />I <br />I ❑ I <br />— — — — — — — — — <br />I <br />— —- <br />■ <br />C? <br />N <br />co <br />cam') <br />0?I <br />U DI <br />6 5,� <br />50O <br />I0o <br />U) <br />OPT <br />ope <br />I <br />wI <br />oU <br />1 <br />N,. A I <br />' <br />;;t <br />I <br />U (D <br />I IW <br />I I <br />, <br />1 I-t+�A <br />I <br />L <br />~ <br />— _ 6 OPT <br />— ------ - <br />0" <br />- - - -- <br />■ <br />■ I <br />I -- <br />■ I <br />I � I v <br />I <br />CD <br />I <br />A" I 0„ <br />I <br />I <br />aol <br />I <br />M <br />o <br />� <br />I <br />(V <br />� <br />■ <br />I <br />1 <br />`- I <br />I <br />I <br />■ I <br />T-2.D <br />5 / r'I---—--14'-3" <br />B <br />■ <br />I <br />— — — — — — <br />— — — — — <br />— — — — — — — — — — I-- — — — — I — — — — — — —� — — — — — — <br />— — — — — — — — — :.: <br />_ <br />� _.._— N r-- — — — — — — — — <br />( <br />— — — — — ■ <br />�i <br />— — — — — — <br />— — — <br />1'4" 8'-0" <br />I <br />59'-10" <br />0" <br />70'-0" <br />FOUNDATION PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />ltd; <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 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 />0 <br />o <br />O <br />N <br />0 <br />APEX <br />00 <br />W <br />CD <br />(ll <br />� <br />(LS <br />N <br />N <br />M <br />t <br />J <br />LL <br />W <br />tds <br />_C <br />J <br />J-6 <br />true design studios <br />� <br />Z <br />O <br />t^ <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 />❑A <br />8"x8" DEEP THICKENED <br />B <br />12" DEEP FTG UNDER BOX <br />COLUMN, FTG TO BE <br />O <br />r' <br />U <br />EDGE w/ (1) #4 CONT <br />PROJECTED MIN 6" AS SHOWN <br />H <br />0 <br />C❑ <br />16"SQx12" DEEP FTG <br />L <br />24"SQx20" DEEP FTG <br />U <br />4 <br />U ft HOMN <br />w/ (3) #4 EW <br />a <br />LEI <br />30"SQx20" DEEP FTG <br />w/ (4) #4 EW <br />36"SQx20" DEEP FTG <br />w/ (4) #4 EW <br />D <br />A <br />n <br />48 <br />H] <br />#5 VERTICAL DOWEL TYP <br />AS SHOWN, SEE MASONRY <br />� <br />;= <br />L-= <br />(5Q#4 EW, T&BFTG <br />g <br />NOTES ON ST-1 <br />Q <br />1 1/2" SLAB EXTENSION- <br />AT FULL ROUGH <br />fA <br />OPENING WIDTH <br />y- <br />Z <br />(D <br />This item has been electronically <br />w <br />signed and sealed by Justin M Lanier, <br />PE on the date and/or time stamp <br />shown using a digital signature. <br />O <br />Printed copies of this document are <br />p <br />not considered signed and sealed <br />NOTE TO CONTRACTOR <br />W <br />and the signature must be verified <br />by a 3rd Party Certificate Authority <br />DR HORTON DOES NOT ALLOW FIBERMESH AS AN <br />�on any electronic copy <br />ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET <br />LO <br />ti <br />z <br />a <br />BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING <br />Z <br />W <br />ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT <br />U) <br />MANUFACTURER AND DR HORTON. <br />- <br />W < <br />W LL <br />Z J z W <br />U) O cry <br />:Dm <br />LU W <br />W QW <br />z < 0 <br />(D / Q Q <br />z W 12W W W <br />o J <br />W W <br />OJ � X <br />z a �� <br />Z z <br />O O <br />H <br />W <br />f- <br />a Z <br />O a <br />U LL. <br />Q W <br />Abbott Park Q <br />U- LOT 026-02 0 <br />H <br />Z_ z <br />C7 LL <br />PROJECT NO: W <br />-j 2021.009235 0 <br />O L- <br />Z DRAWN: Q <br />U JAR o <br />LLI <br />CHKD: MJP � <br />W W <br />U <br />Q i���lltlfi/I,,�/ (JJ <br />%G•E N S�.;4 Z <br />No 85166 <br />LU <br />Z * DocuSigned by: <br />Q <br />W O :• 3�E71 C�EF4 .`?.. 4(/` <br />Z �p N A IS,U <br />O 07-28-2021 0 <br />W <br />OF& U REVISIONS: <br />Q No. Description Date W <br />U) J <br />_ Q <br />} U <br />C� U) <br />SANITARY ISOMETRIC - RH ° a <br />O z <br />Z o <br />= o <br />U <br />W <br />I— <br />X ST=2 <br />w <br />a- <br />CMU/METAL CONNECTOR ENGINEERING <br />z! <br />x <br />