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)ocuSign Envelope ID: 54C2A7F5-648B-4BDD-AB94-3AF9820141D7 <br />r <br />00 <br />co <br />co <br />0 <br />M <br />8'-0" _ 59'-10" 0' <br />i <br />i <br />VERIFY AC COND <br />LOCATION W/ <br />SITE PLAN <br />T-0" Y-0' <br />■ ■ ■ ■ ■ r- - ■ - ■ ■ ■ _ ■ ■ <br />--- - - - - -------------------------- - - -- -- ---� <br />■ <br />I 7-11 <br />FTq <br />NI T-2.D c+�l <br />- I <br />I -I MI <br />M <br />I I o,l I - � � ■ <br />°°I 1 <br />.� I 0, 4T-2.D <br />- I <br />■ I _ I <br />I <br />15'-11" 2'-6" NI I <br />01. <br />■ I 0.. I ■ <br />—■ I 6 i ol------ - - - - - <br />- <br />T - T-2.D OPT i N, r— - J <br />I I is I 1 I ■ ■ � ■ <br />---- - <br />i�IZ <br />o _ <br />I Q 0 o A <br />ILL I 6 I v y <br />OPTT-2.D ...... ... ...._5--4 —_._. ............... <br />IUj �I r-- - - -I- - - - - - J ■-- ■... ■ <br />- - ---- - - - - -- <br />_--i <br />i I I I 4 5 I■ <br />T-2.D T-2.D <br />- <br />i - N I obo <br />\ <br />------ - - - - —_j <br />\ <br />I 4„ <br />I ..... .....- I I __.......... _.-- _._.......... UNDER DOOR.. \ <br />\ <br />4 <br />■ i .. - i ---� T-2.D \ <br />I I I -9 1 /2" LO <br />4'-7 1 /2" _4'_6"_ _ 2 -1 _ _ _ _ _ 11'-5" _ _ _ _ _ 2'-4 1 /2" 20'-8 1 /2" <br />I � <br />FOUNDATION PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22"x34" <br />2 D{ SIM 9" CURB <br />70'-0" <br />_ 4 5 <br />T-2.D <br />T-2.D I ■ - <br />I■ <br />— — — — — — — — — — — — — — — — — — — — <br />_ I <br />VERIFY AC COND <br />M LOCATION W/ <br />SITE PLAN <br />N <br />2020 V1.0 <br />GENERAL FOUNDATION NOTES: <br />AM^\ <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. O 0 <br />• EARTH AND EARTH FILL SUPPORTING SLABS GRADE APEX <br />ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND C <br />SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. <br />COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED 00 N <br />PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR <br />CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. (D <br />• IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE 0') a <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 N <br />IN ACCORDANCE WITH THE BUILDING CODE CONSULT N <br />ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. <br />• MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE --j <br />INTERCHANGEABLE. SEE SHEET ST-21D FOR ALTERNATE STEMWALL U_ <br />SECTIONS. Ld <br />• 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL tds h <br />RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON J <br />SHEET ST-21D. true design studios <br />Z <br />.... .................... <br />O <br />FOUNDATION KEYNOTES: DC1 U 9000 REGENCY SQUARE BLVD. <br />Q SUITE 100, JACKSONVILLE, FL 32211 <br />ch <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 0 <br />8"x8" DEEP THICKENED 12" DEEP FTG UNDER BOX C) <br />A B <br />I EDGE w/ (1) #4 CONT COLUMN, FTG TO BE <br />PROJECTED MIN 6" AS SHOWN W <br />F_ <br />- 24"SQx20" DEEP FTG a)C 16"SQx12" DEEP FTG D, wl (3) #4 EW t/) ' ' _0 (1) 019ON' <br />E 30"SQx20" DEEP FTG F 36"SQx20" DEEP FTG f <br />w/ (4) #4 EW wl (4) #4 EW J <br />m <br />48"SQx24" DEEP FTG #5 VERTICAL DOWEL TYP w <br />G.- w/ (5) #4 EW, T&B H _ AS SHOWN, SEE MASONRY <br />NOTES ON ST-1 Q <br />I� 1 1/2" SLAB EXTENSION <br />AT FULL ROUGH <br />OPENING WIDTH U <br />Z <br />W <br />W <br />CL' <br />0 <br />C) <br />d <br />***NOTE TO CONTRACTOR-** m <br />DR HORTON DOES NOT ALLOW FIBERMESH AS AN <br />ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET L <br />- - _ t- <br />BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING Z a <br />ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT w <br />U) <br />MANUFACTURER AND DR HORTON. <br />W <br />Z J z w U) <br />m LLJ O <br />W C) <br />W Z_ < O <br />(D > Q Q <br />W m w 0 <br />n 0 —� w 2 <br />w w ti <br />O x <br />—t x <br />z U <br />Z <br />O Z <br />O <br />Q 0 <br />w H <br />Z <br />O a. <br />U LL <br />w <br />J <br />Abbott Park Q <br />O - - <br />U_ LOT 011-03 0 <br />Q -- H <br />=I Z z <br />PROJECT NO: W <br />11�A OJ 2021.003507 0 <br />OLL <br />Z 0 <br />DRAWN. <br />U LDG 1-01 <br />S N x� „ CHKD <br />MJP <br />LLJ <br />' 11 X ��11111/1 <br />50 <br />' x Z * N`bocu igns-&t9c <br />AAA 0 <br />LU <br />o �,� ���,( t;6}bEF435..Z <br />NM- oo <br />3o5P� ��.1 0 03-26-2021 0 <br />I- W <br />-- -� U REVISIONS: <br />< No. Description —Date - ~ <br />Q w <br />J <br />u) <br />O <br />SANITARY ISOMETRIC _j I - =I.--._....__......... ----------------------- O <br />z' Z <br />_-_.a. ...-_.......... o <br />o <br />U <br />W <br />x <br />ST=2 <br />n- <br />rMIUMPTAi rr)mkl;:rTnR Gnlrll►I�GRINIir <br />