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DocuSign Envelope ID: ED905BED-38D8-4C68-9DCA-6AAAE77CDBEC <br />2020 V1. <br />GENERAL FOUNDATION NOTES: <br />■ ■ ■ — — ■ N — — — • <br />ih <br />1 Nk- z, <br />T-0" <br />T-2.D J <br />VERIFY AC COND ■ 1 29,-6„ I <br />LOCATION W/ <br />SITE PLAN <br />I I <br />I <br />I <br />■I <br />I <br />L— — — — — — — — — <br />I <br />I 11 <br />ao I <br />M <br />ao I <br />I <br />I <br />I <br />I <br />I <br />T <br />I <br />I <br />I <br />I <br />I <br />I <br />V-4" I. 8'-0" <br />70'-0" <br />VERIFY AC COND <br />4 LOCATION W/ <br />5 SITE PLAN <br />-2 D SIM 9"CURB <br />4 <br />M i -6" 1. I <br />5'-0" 14'-0" <br />0., I <br />— — — — — — — — — — — — ------------ <br />0 (V <br />5 <br />— a T-2.101 I ■ � <br />U --� N <br />1 9 1/2" <br />4'-7 1/2" 4'-6" 2'-1 " _ _ _ _ 11'-5" _ _ _ _ _ 2'-4 1/ 20'-8 1/2" <br />I I I I <br />r T-2.D <br />........ ..... ...... ...... ...... ... <br />...... ...... ..... ..... i L_ <br />1 1 � <br />UNDER DOOR <br />■ I I � T-2.D - <br />1 I ao <br />I I 5 <br />---1— 1 <br />T-2.D T-2.D I■ <br />■ I _ <br />I i! — �k I I ■ <br />(� <br />I I I I <br />o - <br />1 ■ ■ 'v ■ <br />ti I I <br />O Op �I OPT 6 I I 5, Al 5'-0" <br />lu_� I I <br />I cn T-2.D o I <br />cn I I A <br />`\ 1 w 0 I I I 4" � I <br />I � I T-2.D I ■ ■ ■ <br />1� I <br />■ 1 T 2.D OPT � 0{-{, „-- _ I 0. I ■ <br />— <br />I-- —— — — — — 15'-- — — — — — — — — — - 7te_ 2 -6' I }� c_ I <br />�I <br />■ I I 'T I I <br />L.... — N <br />..... .. ..... <br />I 0" I ■ <br />1 <br />Q1— <br />_ I I 1 <br />1 I OPI <br />I _ I ■ <br />I NI I <br />I? N 1 <br />I <br />■ I 1 MI <br />T-2.D 6;/„_61------14'-3" _ <br />H I — <br />I I I I � � ■ <br />- <br />---- - -— --- - - - --�--------� ----I----------- <br />.... .... .... .... ................:. <br />FOUNDATION PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />1 59'-10" <br />0 <br />in <br />ao b) <br />04 M <br />o0 <br />v <br />M <br />CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND <br />HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. <br />EARTH AND EARTH FILL SUPPORTING SLABS GRADE <br />2,000 AND <br />N <br />� <br />APEX <br />ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF psf, <br />SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. <br />j <br />COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED <br />00 <br />PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR <br />CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. <br />O <br />IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE <br />O <br />SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT <br />EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. <br />r' <br />SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB <br />j <br />IN ACCORDANCE WITH THE BUILDING CODE. CONSULT <br />N <br />ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. <br />M <br />MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE <br />J <br />INTERCHANGEABLE. SEE SHEET ST-2D FOR INTERCHANGEABLE <br />I.L. <br />STEMWALL & MONOLITHIC SECTIONS (DETAILS 1/2 & 5/7). <br />LU <br />tds <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 />SHEET ST-2D. <br />true design studios <br />Z <br />O <br />- - - - -- <br />U) <br />FOUNDATION KEYNOTES: DC1 <br />U <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />8"x8" DEEP THICKENED 12" DEEP FTG UNDER BOX p <br />EDGE w/ (1) #4 CONT L_`' I COLUMN, FTG TO BE <br />PROJECTED MIN 6" AS SHOWN H <br />❑C 16"SQx12" DEEP FTG I " 1 w/ (3 #4 E1DEEP FTG U 0#floH0190N' <br />730"SQx20" DEEP FTG I ] 36"SQx20" DEEP FTG <br />w/ (4) #4 EW I I w/ (4) #4 EW <br />00 <br />748"SQx24" DEEP FTG #5 VERTICAL DOWEL TYP W <br />w/ (5) #4 EW, T&B H] AS SHOWN, SEE MASONRY Ix <br />NOTES ON ST-1 Q <br />a1 1/2" SLAB EXTENSION 0 <br />AT FULL ROUGH C/) <br />OPENING WIDTH } <br />Z <br />W <br />W <br />IY <br />O <br />O <br />O <br />'"'NOTE TO CONTRACTOR*"' <br />I <br />DR HORTON DOES NOT ALLOW FIBERMESH AS AN <br />ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET <br />ti <br />BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING <br />ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT <br />MANUFACTURER AND DR HORTON. <br />w <br />z J Z Lu <br />m <br />LLI O w <br />� F- <br />LU Q Q <br />w O <br />z <br />0 > 0 Q <br />Z W W <br />W W W <br />0 0 W W <br />x <br />Z Q <br />This item has been electronically 0 <br />signed and sealed by Justin M Lanier, <br />PE on the date and/or time stamp <br />shown using a digital signature. LLJ <br />O Printed copies of this document are <br />a not considered signed and sealed Z <br />and the signature must be verified <br />Oby a 3rd Party Certificate Authority <br />U on any electronic copy W <br />W <br />Abbott Park <br />O C/) <br />Q LOT 052-03-1 A w <br />Z _ Z <br />U' CD <br />O PROJECT NO: WW <br />2022.009270 LL <br />z -- - O <br />DRAWN: <br />V YY o <br />CHKD: LO <br />CD <br />W W <br />d Q <br />Q <br />X ,``�►►►►►�tttttt� U)� ♦`♦♦♦� ���� � ENS ��� �i��i (n <br />m' Z <br />0 No 65166 <br />W- <br />Z <br />3: :X= Cl <br />O '. STATE OF : 44/ Z <br />LLI iC` ♦ U)F <br />C •• 0 R IQ •• N C� ♦ <br />Z S,O N Ai,,`♦ <br />0 09-22-2022 <br />1= W <br />>oF& _U REVISIONS: _ <br />LL - _ _ _ I- <br />No. Description Date W <br />Cn <br />U) <br />SANITARY ISOMETRIC - RH o z <br />z O <br />= o <br />U <br />W <br />H <br />X <br />w ST=2 <br />o_ <br />CMUIMETAL CONNECTOR ENGINEERING¢ <br />�J <br />