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DocuSign Envelope ID: A9D5FC77-63E6-4898-AFC9-7585D96187ED <br />-- - - --- 2020 V1.0 <br />GENERAL FOUNDATION NOTES: <br />Of <br />O <br />r <br />1'-4" 814" <br />59'-10" <br />0" <br />No <br />■ <br />M <br />----L---------- ------ <br />I I I <br />- ol-------- - <br />`" <br />- - - - <br />� <br />-.IB_ _j <br />I H <br />I <br />I <br />— - <br />5" _ 14'-3" <br />- <br />I■ <br />I- <br />1 <br />I 1 I <br />I <br />.. <br />C?co <br />I <br />co <br />I <br />�I 011 <br />EO <br />°0I <br />04 <br />- <br />1 <br />- <br />CO <br />B <br />■ L►� <br />• I <br />16-11 " <br />-I--------------------,I�--,� <br />2'-6" cv <br />0„-1 <br />I <br />1 <br />■T <br />■ <br />Ic <br />`� <br />� <br />T-2.D OPT <br />04 <br />r-------- - <br />■ <br />- ---J <br />■ <br />A <br />I Z <br />I <br />1 -I • - — .� <br />I <br />j o <br />1�� <br />I I <br />fi'`� <br />�- <br />I <br />Imo <br />100 <br />I <br />, <br />I <br />6 <br />I <br />q A <br />I <br />- <br />°° <br />' <br />I � <br />i <br />I OPT <br />T-2.D 5,-4„ <br />5r_Or <br />�w(DI <br />I <br />U <br />- — <br />W <br />I I <br />- - -I- - <br />I <br />- - - - -j <br />■ ■ <br />-I I■ <br />1 1/2" <br />--——————— <br />- -�--� <br />■ <br />ao <br />N <br />co <br />M <br />I <br />4 <br />T-2.101 <br />5 <br />T-2.101 <br />I■ <br />— <br />_ - <br />I <br />o <br />°° <br />■ ■ <br />■ I <br />I <br />4 <br />�-----------� <br />I <br />I <br />T-2.D <br />I <br />I <br />I <br />I <br />OJ <br />„ <br />;....... ...... ...... ...... ...... .... <br />I <br />A <br />UNDER DOOR <br />I <br />■ I <br />I <br />'� I ---I- <br />4 <br />- <br />o <br />1N <br />1 <br />I <br />zo <br />1 <br />I I <br />_ 4W 1/2" _ _ _4_6 _ *2_1 4 _ - - - - _ 1 V-5" _ <br />I 2'-4 1/2" <br />9 1/2" <br />20'-8 1/2" <br />z° <br />1 <br />4 <br />T-2.101 <br />- - <br />VERIFY AC COND <br />LOCATION W/ <br />--I- <br />29-6 <br />I --- --- --- -- 5'-0" 14'-0"— <br />0� �� <br />--- <br />SITE PLAN <br />T-0" '-0 <br />■ 1 <br />I <br />- - <br />I <br />� <br />o <br />1 <br />I <br />T-2.D <br />I <br />I �� <br />0 1 �. I <br />I I <br />I <br />-- - <br />I <br />4 <br />T-2.D <br />;. <br />5 <br />T-2.D <br />I■ <br />1 <br />— — — — — — <br />— — — — — — — — — — — — — — + — — <br />— — — — — — — — — <br />— <br />J <br />CV <br />■ <br />■ ■ <br />■ - <br />q <br />5 <br />SIM 9" CURB <br />I <br />T-2.D <br />VERIFY AC COND <br />M <br />LOCATION W/ <br />SITE PLAN <br />T-0" <br />- <br />70'-0" <br />FOUNDATION PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22"x34" <br />10 OFv <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 />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 />ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. <br />• MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE <br />INTERCHANGEABLE. SEE SHEET ST-2D FOR INTERCHANGEABLE <br />STEMWALL & MONOLITHIC SECTIONS (DETAILS 1/2 & 5/7). <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 (� 12" DEEP FTG UNDER BOX <br />_J EDGE w/ (1) #4 CONT I " COLUMN, FTG TO BE <br />PROJECTED MIN 6" AS SHOWN <br />C� <br />16"SQx12" DEEP FTG <br />❑E <br />30"SQx20" DEEP FTG <br />w/ (4) #4 EW <br />FG] <br />48"SQx24" DEEP FTG <br />w/ (5) #4 EW, T&B <br />❑1 <br />1/2" SLAB EXTENSION <br />AT FULL ROUGH <br />OPENING WIDTH <br />D 24"SQx20" DEEP FTG <br />w/ (3) #4 EW <br />F] 36"SQx20" DEEP FTG <br />l' I w/(4)#4EW <br />#5 VERTICAL DOWEL TYP <br />HJ AS SHOWN, SEE MASONRY <br />NOTES ON STA <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 APPROVED WOOD DESTROYING <br />ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT <br />MANUFACTURER AND DR HORTON. <br />,r ,N , *04 <br />O <br />O <br />N <br />LA <br />N <br />O <br />4 <br />O <br />O <br />N <br />N <br />M <br />J <br />LL <br />LL <br />J <br />J <br />z <br />O <br />U) <br />Y <br />a <br />O <br />O <br />T_ <br />W <br />I - <br />(A <br />J <br />m <br />W <br />Q <br />d <br />U <br />z <br />W <br />W <br />O <br />O <br />O <br />IT <br />u7 <br />ti <br />O <br />z <br />U) <br />U) <br />W <br />U) <br />m <br />W <br />W <br />z <br />z <br />W <br />Q <br />W <br />O <br />LL <br />O <br />O <br />U <br />O <br />LL <br />Q <br />z <br />O <br />J <br />z <br />U <br />W <br />X <br />W <br />a_ <br />X <br />a <br />v <br />�51LLj <br />0 <br />1LU <br />a <br />�l <br />z <br />U) <br />�1 <br />O <br />1140 <br />LL <br />U) <br />C� <br />SANITARY ISOMETRIC - LH ° <br />O <br />z <br />U <br />LLJ <br />H <br />X <br />W <br />a <br />APEX <br />t d <br />true design studios N <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />This item has been electronically <br />signed and sealed by Justin M Lanier, <br />PE on the date and/or time stamp <br />shown using a digital signature. <br />Printed copies of this document are <br />not considered signed and sealed <br />nd the signature must be verified <br />by a 3rd Party Certificate Authority <br />n any electronic copy (D <br />Uj <br />Z � w <br />Uj O u) <br />elo <br />O <br />/ <br />W <br />Q <br />Q <br />J <br />W <br />W <br />W <br />� <br />W <br />� <br />ti <br />x <br />X <br />a <br />U. <br />z <br />z <br />0 <br />W <br />z <br />CL <br />W <br />W <br />Abbott Park <br />Q <br />W <br />LOT 032-02 <br />0 <br />W <br />Q <br />z <br />0 <br />N <br />PROJECT NO', <br />W <br />0 <br />2021.011078 <br />LL <br />O <br />DRAWN: <br />JAR <br />0 <br />O <br />CHKD. <br />L1i <br />MJP <br />U) <br />W <br />J <br />U <br />W <br />• • No 85166 f <br />� r <br />* ; Docu3igned by: ; 'k <br />i <br />i�MACCEP35... ; �/ <br />r. <br />do <br />•....... <br />09-16-2021 <br />W <br />REVISIONS: <br />No. Description Date <br />W <br />J <br />Q <br />U <br />G7 <br />0 <br />z <br />O <br />0 <br />ST=2 <br />CMU/METAL CONNECTOR ENGINEERING¢ <br />