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DocuSign Envelope ID: 3128SF87-6009-4E80-99F2-D36EA54752DD <br />V1. <br />m <br />Ln <br />M <br />M <br />N <br />■ ■ ■ ■ (V ■ <br />- - - - - - - - - - - - - - - - - - _I-.....� - - - - <br />I f <br />3'-0" -0' I <br />T-2.D <br />VERIFY AC COND ■ 1 29,-6„ <br />LOCATION W/ I le <br />70'-0" <br />r 3'-0" r <br />VERIFY AC COND <br />LOCATION W/ <br />D5 " SITE PLAN <br />SIM 9" CURB _ <br />-2.D o <br />I. I 5 -0 14 -0" <br />SITE PLAN 0� <br />— — — — — — — — — — — — — — — — — — — — — — — — 7 bo <br />■ N <br />5 <br />— 4 T-2.DN" <br />I ■ � <br />I <br />-----�I.. --D - - - - -- - - - -III <br />- <br />T I <br />'-6" <br />91/2" <br />� <br />-8 1/2" <br />4'-7 1/2" 4- 20 <br />. „ <br />A <br />UNDER DOOR <br />L— — — — — — — — — — — � <br />2 <br />I I I o <br />I bo <br />I 1 I 4 5 <br />1 1/2" ■ i T-2.D I -- I T-2.13 T-2.D I■ <br />- I I <br />Z I ■ <br />I <br />7 f,o I I 6 I 5,4„ I I p o I OPTLL T-2.D <br />I Iv)� I I I q A <br />U I �1, <br />W I i -4,. <br />I I 1 <br />--- � <br />I -� � T-2.D I ■ ■ _ ■ - <br />I I I <br />_ 6 OPT 01. I off I <br />■ i ■ I-- T-2.D---16-11 --- -------- 21-61 NI <br />-I I I ■ <br />■ I� <br />B ■ I I NI I <br />off <br />-411 <br />041 <br />I <br />I I I I °fTI <br />I - J� I <br />NI - <br />I <br />I <br />M <br />I .. iv I I <br />I I �I 1 I ;._ MI 1■ <br />T-2.D MJ------ 14'-3"----- - - I- <br />B <br />H I I I <br />-------------------------- -------- - - - - - - - - - - - -- --_r-------- <br />—- - - - --� <br />—.. <br />.. - <br />'4" I. 8'-0" <br />FOUNDATION PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22"04" <br />70'-0" <br />0 <br />-v <br />00 <br />M <br />GENERAL FOUNDATION NOTES: 0 <br />• CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND O <br />HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. N 0 <br />• EARTH AND EARTH FILL SUPPORTING SLABS GRADE p <br />ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND rAPEX C <br />SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. -C <br />COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED 000 <br />PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR 15<1 <br />CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. C:)N <br />• IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE <br />SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT i R? <br />EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. <br />SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB 04 <br />IN ACCORDANCE WITH THE BUILDING CODE. CONSULT N <br />ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. co �~ <br />• MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE _j <br />INTERCHANGEABLE. SEE SHEET ST-2D FOR ALTERNATE STEMWALL <br />SECTIONS. <br />• 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL J tds �i <br />RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON —j <br />SHEET ST-2D. true design studios <br />z <br />O <br />FOUNDATION KEYNOTES: DC1 U 9000 REGENCY SQUARE BLVD. <br />Q SUITE 100, JACKSONVILLE, FL 32211 ui <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 0 <br />"C3 <br />LAJ EDGE w/ ( DEEP ) #4 CONTl u lED 12" DEEP FTG UNDER BOX p <br />COLUMN, FTG TO BE <br />PROJECTED MIN 6" AS SHOWN H C <br />I 24"SQx20" DEEP FTG N <br />C 16"SQx12" DEEP FTG LJ w/ (3) #4 EW DIHOMN'0 <br />30"SQx20" DEEP FTG F 36"SQx20" DEEP FTG E <br />w/ (4) #4 EW �.� w/ (4) #4 EW J <br />#5 VERTICAL m <br />wWEL TYP <br />FG/"SQx24" DEEP (5) (5) #4 EW, T&BFTG �H AS SHOWN, SEE MASONRY w <br />1 <br />NOTES ON ST-1 Q <br />1 1 1/2" SLAB EXTENSION <br />AT FULL ROUGH U) <br />OPENING WIDTH } (D <br />z <br />W <br />W <br />w <br />C) <br />0 <br />***NOTE TO CONTRACTOR*** <br />DR HORTON DOES NOT ALLOW FIBERMESH AS AN <br />ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET>= <br />LO <br />O <br />— <br />BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING <br />Z <br />Uj <br />ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT <br />.... <br />MANUFACTURER AND DR HORTON. <br />U) <br />U_ <br />W LL_ <br />Z <br />U) Z W <br />LLJ O cn <br />w F- <br />LU Q <br />W < O <br />z > Q <br />W w 0 0 <br />o � � Lu <br />o LU LU <br />x <br />� X <br />Zz <br />r <br />O z <br />O <br />0 <br />W <br />O I" <br />a. z <br />o Q_ <br />U W <br />Q W <br />ABBOTT PARK <br />- .- --- <br />Q LOT 015-03 0 <br />-- <br />H <br />Z_ z <br />z �- 0 <br />PROJECT NO: W <br />7 _j 2021.006617 <br />LL <br />= DRAWN:-- <br />KME <br />810 <br />f'7 U O <br />7 � CHKD: MJP U) <br />§II� <br />1.7�� W J <br />',q.q� Q U <br />3 X �IIIIIIItI�� V) <br />2 SIN ,, ♦ `;-\ G*ENS' •• ��, Z <br />� 7 W <br />No 85166 <br />Z *� •;* <br />_ _ <br />D%uSigned by: <br />7'7 Z <br />14V /4� i <br />7 O:. T.AI-E OF iIJ <br />i>�q <br />LLI 3F4671DACDEF r 4:/'^ <br />ORX Z <br />c0 Z '�5/ON AL 'O 05-17-2021 0 <br />7, ~ w <br />e 7 °U REVISIONS: W <br />U_ <br />Q No. Description Date <br />W <br />J <br />_ — Q <br />U) <br />SANITARY ISOMETRIC z <br />--- --- <br />O <br />z - - O <br />= o <br />U <br />W <br />F- W ST= <br />2 <br />Q <br />CMUIMETAL CONNECTOR ENGINEERING <br />