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i <br />Docusign Envelope ID 1B419230-6309-4ABE-A8FF-317403918B4F <br />70'-0" <br />1 �} 8'-0" 59'-10" 0" <br />I <br />■ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L — — — — — — — — — — —I— — — — — — — — — — — — — — — — — -. • o� — — — — — — — — — — — — <br />14' 3" <br />- — — — — — — — — — <br />I------ I- <br />■ i I NI T-2.113 - MI <br />ihI <br />I I MI <br />I a' I 1 ■ <br />o <br />ool 1 4 _ M <br />4„ I 011 <br />1 �\ 1� I I I■ <br />�_ • I I I- <br />■ I� a — — — — — — ——15'-11"— — — — — — — — — -/_ 2'-6" <br />■ I ■ I 6 — — — — �- of 011 1 ■ <br />T-2.D OPT NI r -- ----------J <br />I 1� I I 1 I■ ■ d' ■ <br />l \ '\ i o T-2.D -I — - — <br />I Iof0 1 q A I w <br />100 <br />1 I U) Q I OPT T-2.D I 64" 6-0" <br />ry <br />I — — — — — — — — — — — <br />y --� eo 00 <br />o� 1 I1' I I■ N M <br />co 1 1/2" <br />I' 1 4 5 I ■ <br />I — ■ I 1 I T-2.D T-2.D <br />I - <br />_ - I o <br />4 °O <br />I r 0" I 4" <br />I4f <br />I 1 <br />UNDER DOOR <br />I 2'-4 1 /2" 9 1 /2" 20'-8 1 /2" <br />I 4'-7 1 /2' � _ —4=6 — — *2'_1 "� 11 -5' <br />I T-2.D I <br />I 4 <br />I <br />29'-6" 5'-0" <br />LOCATION W/ 14'-0" I <br />— 0 <br />SITE PLAN <br />■ <br />, I <br />3'-0" -0, 1 <br />i I 4 „ <br />T-2.D , 5 <br />N ci I -I 1■ <br />T-2.D <br />L- - - - - - - - - - - - - - - - - - - - I - - - - - - -� �I _...- - - - - L - - - - - - - - - - - - - - - -J - - - - - - - - - - - - - - - - - - - - - - - - - ■ N <br />—i.. <br />■ ■llk� ■ ■ N ■ _ I ■ ■ ■ ■ ■ ■ ■ <br />I 5 o I <br />SIM 9"CURB I <br />T-2.D VERIFY AC COND <br />o LOCATION W/ <br />SITE PLAN <br />T-0" <br />70'-0" <br />VERIFY AC COND <br />FOUNDATION PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22"04" <br />2020 V1.0 <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 LINO. <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 />FOR 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 />FOUNDATION KEYNOTES: Dc1 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />_ 8"x8" DEEP THICKENED - 1 12" DEEP FTG UNDER BOX <br />I A EDGE w/ (1) #4 CONT I B � COLUMN, FTG TO BE <br />PROJECTED MIN 6" AS SHOWN <br />C 16"SQx12" DEEP FTG <br />30"SQx20" DEEP FTG <br />E w/ (4) #4 EW <br />G 48"SQx24" DEEP FTG <br />1 1/2" SLAB EXTENSION <br />-- AT FULL ROUGH <br />OPENING WIDTH <br />-- 24"SQx20" DEEP FTG <br />-F 36"SQx20" DEEP FTG <br />w/ (4) #4 EW <br />- #5 VERTICAL DOWEL TYP <br />H AS SHOWN, SEE MASONRY <br />NOTES ON ST-1 <br />*_**NOTE TO CONTRACTOR*** <br />DR HORTON DOES NOT ALLOW FIBERMESH AS AN <br />' ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET <br />BORA-CARE OR OTHER DR HORTON <br />ORGANISM TREATMENT TO BE APP <br />MANUFACTURER A <br />5 <br />P� <br />3 <br />SPA <br />30 <br />1� OFv <br />SANITARY (SOME <br />O <br />O <br />N <br />N <br />O <br />O <br />N <br />N <br />co <br />J <br />LL <br />W <br />J <br />J <br />Z <br />O <br />Y <br />a <br />O <br />O <br />W <br />H <br />J <br />m <br />W <br />Q <br />C'1 <br />Z <br />W <br />W <br />0 <br />0 <br />0 <br />rn <br />t` <br />ticn <br />APPROVED WOOD DESTROYING <br />-- 24"SQx20" DEEP FTG <br />-F 36"SQx20" DEEP FTG <br />w/ (4) #4 EW <br />- #5 VERTICAL DOWEL TYP <br />H AS SHOWN, SEE MASONRY <br />NOTES ON ST-1 <br />*_**NOTE TO CONTRACTOR*** <br />DR HORTON DOES NOT ALLOW FIBERMESH AS AN <br />' ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET <br />BORA-CARE OR OTHER DR HORTON <br />ORGANISM TREATMENT TO BE APP <br />MANUFACTURER A <br />5 <br />P� <br />3 <br />SPA <br />30 <br />1� OFv <br />SANITARY (SOME <br />O <br />O <br />N <br />N <br />O <br />O <br />N <br />N <br />co <br />J <br />LL <br />W <br />J <br />J <br />Z <br />O <br />Y <br />a <br />O <br />O <br />W <br />H <br />J <br />m <br />W <br />Q <br />C'1 <br />Z <br />W <br />W <br />0 <br />0 <br />0 <br />rn <br />t` <br />ticn <br />APPROVED WOOD DESTROYING <br />0 <br />Z <br />LIED AS DIRECTED BY PRODUCT <br />ND DR HORTON. <br />� <br />� <br />Z <br />m <br />W <br />W <br />Z_ <br />C� <br />Z <br />W <br />0 <br />O <br />J <br />ILL <br />Z <br />O <br />I- <br />O <br />Q <br />O <br />LL. <br />Q <br />Z <br />O <br />� <br />Z <br />2 <br />U <br />w <br />a <br />i <br />X <br />Q <br />2� SPA � <br />m <br />z <br />W <br />Q <br />Z <br />F— <br />C� <br />TRIC <br />° <br />J <br />O <br />U <br />w <br />H <br />X <br />W <br />a <br />tds <br />true design studios <br />>� <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />n fi,,/A I <br />141, "f1wilila. t000 <br />11fir"H01,90V <br />Q <br />U) <br />Q <br />W <br />Q <br />0 <br />J W <br />w <br />W LLJ <br />�. <br />X <br />Q <br />W <br />Abbott Park -� <br />U <br />LOT 009-03 0 <br />H <br />Z <br />CD <br />0Uj <br />, <br />PROJECT NO W <br />2021.003503 � <br />LL <br />DRAWN: ° <br />LDG <br />0 <br />0 <br />CHKD: L0 <br />MJP U) <br />W <br />J <br />U <br />JS:(iN LAN�F cn <br />i No 85166 •*' <br />* ' DocuSigne4 ,byfi < <br />Z <br />N4A` <br />EF435...� <br />03-23-2021 p <br />W <br />REVISIONS: <br />No. Description Date � ~ <br />W <br />I I-- <br />Z <br />O <br />ST=2 <br />LO <br />co <br />CMUIMFTAI <br />CnNNFCTnR ENGINEERING <br />5 A a <br />AM 6m,,dL <br />