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DocuSign Envelope ID: 4494450E-FF74-44A2-BCD1-E858947E9096 <br />I 11 1 I 1. I <br />2020 V1.00 <br />GENERAL FOUNDATION NOTES: <br />Cl) <br />65'-0" <br />- - 60'-011 <br />VERIFY AC COND <br />LOCATION W/ SIM 9" CURB 5 <br />SITE PLAN ST-2D <br />■ <br />/ 2'-8" / 2'-4" / <br />■ I ■ ■ ■ F ■ �■ • - •- - I ---• -- — — <br />— ■ <br />- - --- ---- I — <br />4 1 I i ■ <br />I <br />I H 1 N I -6" _.. <br />■ I I �� 5 <br />ST-2D <br />ST-2D <br />0- — - - 4 <br />I <br />4 r ST-2D <br />ST-21D <br />I <br />01 <br />24'-5 1/2" 5'-0 1/2°- - T-6" 01 2'-4"_ -- 20'-8" <br />I <br />I � 1 <br />...... ...... ..... ..... ...... ... <br />N....... ...... ..i.. .._ <br />1 <br />5'-1 1 /2" 4'-6" - - - 1 V-8" 0, <br />4 <br />I -- a,' I ST-2D <br />■ I � I I _ i <br />V-3" <br />Q4 <br />ST-2 D <br />L _ <br />...... ...... ...... ..... <br />X 2'-8 1/2" 14'-0 1/2" <br />I 1 <br />I � <br />I Io <br />Ivry <br />i 0 01, <br />80 LL fn <br />I U) U) <br />LLi j <br />I I w c9 <br />D <br />I� <br />■ 1 ■ ST62D OPT <br />1 I <br />1 — —4- - <br />ST-2D <br />)A„ 01, <br />I 1 <br />I FD1 ST-2D <br />■ <br />1'-4" T-8" / <br />65'-0'' <br />FOUNDATION PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22"x34" <br />/ <br />-4" <br />A' <br />UNDER DOOR <br />05 <br />i <br />ST-2D <br />_ - - <br />--- L - <br />° <br />OPT STs-2D <br />-- I 3'-4" / 2'-8" I r' <br />I <br />A i <br />L- <br />F--—— — — — —-� <br />I <br />10'-1 1/2° - - -- - -------- 8'-4� I 40 <br />I ■ <br />I <br />I <br />ST-2D �! <br />Zv I I <br />I I <br />N 7/ a/2 I <br />- - 1 T-10" _ ■ <br />LO <br />`Y' <br />(V \ <br />- --- --- <br />J `I <br />VERIFY AC COND <br />LOCATION W/ <br />SITE PLAN <br />56-0" <br />2" O VENT <br />TO EXT <br />r" <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />P <br />AM\ <br />• UUNUML I t JL/Ab UN UNAUt J,HALL tft MINIMUM I 1/L I F IUK HNU <br />CD <br />HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI LINO. <br />O <br />O <br />• EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS <br />CV <br />O <br />ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND <br />cn <br />C <br />SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. <br />NAPEX <br />C <br />COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED <br />pp <br />PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR <br />CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. <br />CD <br />O <br />• IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE <br />SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT <br />(r5 <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 />N <br />ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. <br />• MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE <br />INTERCHANGEABLE. SEE SHEET ST-21D FOR INTERCHANGEABLE <br />STEMWALL & MONOLITHIC SECTIONS (DETAILS 1/2 & 5/7). <br />- <br />LJ It <br />S <br />• 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL <br />J <br />RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON <br />J <br />N <br />SHEET ST-21D. <br />z1- <br />true design studios <br />> <br />z <br />O <br />U <br />V <br />FOUNDATION KEYNOTES- DC1 <br />O <br />9000 REGENCY SQUARE BLVD. <br />Q <br />SUITE 100, JACKSONVILLE, FL 32211 <br />NOTES APPLICABLE ONLY <br />WHERE SPECIFIED ON PLAN <br />O <br />A <br />8"x8" DEEP THICKENED <br />B <br />12" DEEP FTG UNDER BOX <br />CD <br />CD <br />EDGE w/ (1) #4 CONT <br />COLUMN, FTG TO BE <br />C <br />PROJECTED MIN 6" AS SHOWN <br />W <br />CY <br />16"SQx12" DEEP FTG <br />D <br />24"SQx20" DEEP FTG <br />� � HOMN' <br />4)C <br />w/ (3) #4 EW <br />U) <br />N <br />E <br />30' SQx20" DEEP FTG <br />w/ (4) #4 EW <br />F <br />l---J <br />36"SQx20" DEEP FTG <br />w/ (4) #4 EW <br />> <br />® 1 w� �4,4 <br />ED <br />to <br />�_ I <br />G <br />48"SQx24" DEEP FTG <br />#5 VERTICAL DOWEL TYP <br />AS SHOWN, SEE MASONRY <br />s <br />1 <br />w/ (5) #4 EW, T&B <br />NOTES ON ST-1 <br />Q <br />+, <br />r� <br />1 1/2" SLAB EXTENSION <br />0 <br />L 1 <br />AT FULL ROUGH <br />U) <br />OPENING WIDTH <br />}- <br />N <br />DRY VENT TO CONNECT <br />ABOVE THE CENTER LINE OF <br />THE HORIZONTAL DRAIN <br />PIPE <br />O <br />Z <br />W <br />0 <br />W <br />"'NOTE TO CONTRACTOR— IY <br />DR HORTON DOES NOT ALLOW FIBERMESH AS AN O <br />ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET Q <br />- - - -- - CD <br />BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING �t <br />ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT <br />MANUFACTURER AND DR HORTON. ~ <br />- O O U) <br />Z Cn Uj <br />U) _ <br />L <br />W <br />Z <br />U) Z LU <br />2" 0 VENT co O r n <br />W <br />TO EXTco V J <br />W <br />I W <br />z Q O <br />I (D <br />W C)0 <br />Q W w W <br />I ❑ 2 <br />V W� <br />UjO "' ' —00 <br />LL L <br />z <br />O T has been electronically Z <br />WC_1 _ slgne sealed by Justin M Lanier, O <br />I— PE on the date and/or time stamp <br />Q shown using a digital signature. ❑ <br />Printed copies of this document are W <br />Q not considered signed and sealed F- <br />W and the signature must be verified Z <br />0� by a 3rd Party Certificate Authority <br />O on any electronic copy 0- <br />0 <br />cr-Abbott Park w <br />O 0 <br />-j Cl) <br />Q LOT 032-03 ❑ <br />ui <br />U Q <br />Z_ z <br />U) <br />Q PROJECT NO W <br />O ❑ <br />J 2021.009227 <br />OLJ­ <br />DRAWN: O <br />U _ CD o <br />W � <br />CHKD: <br />x MJP U) <br />W W <br />Q Q <br />X 0 <br />,`,��t�r� <br />m •�'� SF AM LA/V <br />C)No 85166 <br />Hi *: :* _ < <br />< <br />-� DocuSigned by: ❑ <br />O ►� �..T,..OF •:� <br />W i'�• ns�� o�Fa3•� <br />cn <br />z '�''�i 11,11111110 <br />O N Az <br />- <br />U) Q <br />_O 07-29-2021 p <br />W <br />v REVISIONS: w <br />Q� No. Description Date ~ <br />W <br />J (/) <br />- - Q <br />C� U) <br />O 1-- <br />O - - O <br />z <br />0 <br />SANITARY ISOMETRIC - RH W <br />I- <br />X ST=2 <br />W <br />IZ <br />Q <br />CMUIMETAL CONNECTOR ENGINEERING <br />