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DocuSign Envelope ID: OF582DE1-AA77-44DF-848E-8E536E59FCOE <br />2020 V1.0 <br />GENERAL FOUNDATION NOTES: <br />VERIFY AC COND <br />LOCATION W/ <br />SITE PLAN <br />J 3'-0" Y-0' <br />70'-0" <br />59'-10" <br />,Al <br />■■-------- --- • - - - -•--- - - - - -• I ■ ■ ■ ■ �■ ■ <br />I ----I- I iv ■ <br />T D I H I I ,/ „ 14'-3" ,- <br />■ I T-2.13 I MI I <br />I Cl) I I ■ <br />I I oil - I <br />I I I I OP i <br />I " 4 <br />I { I I I I■ <br />-L_.►� U I i - I I I <br />-� ■ I I I I <br />IM <br />16-11" 2'-6" oil <br />_ <br />T J — ■ I s 91 o{ _ <br />OPT °'----------- ■ <br />? I 1 -I • - - 11 ■ ■ <br />p I T-2.D I I <br />I IU)0 I I I o A I <br />o- 0 <br />100 <br />w g - I I OPT T-2.D 1 5 -4 5 -0 01 <br />-- <br />I <br />1W �I----I- ■ ■ v ■ <br />I <br />I I I■ <br />4 5 I■ <br />■ I 1 <br />I I I T-2.D T-2.13 <br />I T-2.D I I I <br />_ _ I o <br />■ ■ ■ <br />------ - - - - -_j <br />I IJ A <br />UNDER DOOR <br />I I I <br />■ <br />1 4'-7 1/2" 4'-6" 2'-1 "4 11'-5" I 2'-4 1/2" 20'-8 1/2" <br />I T-2.D <br />I 4 � <br />5'-0" 14'-0" 1 <br />ih <br />■ I I I o„ ---� I <br />T-2.D 5 <br />NI M I I ■ 00 <br />L- — — — — — — — — — — — — — — — — — �I� — — — — — — J — — — — L — — — — — — — — — — — — — — — —� — — — — — — — — — — — — — — — — — — — — — — — — J <V <br />5 o I <br />SIM 9" CURB I <br />T-2.D VERIFY AC COND <br />M LOCATION W/ <br />SITE PLAN <br />T-0" je <br />70'-0" N �Fv <br />FOUNDATION PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22"x34" <br />• CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND <br />p <br />HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. <br />• EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS <br />N <br />ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND <br />SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. <br />N <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 />,a: <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 />• SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB <br />j <br />IN ACCORDANCE WITH THE BUILDING CODE. CONSULT <br />CV <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-21) FOR INTERCHANGEABLE <br />u- <br />STEMWALL & MONOLITHIC SECTIONS (DETAILS 1/2 & 5/7). <br />LU <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-21D. <br />ZZ; <br />Z <br />O <br />U) <br />FOUNDATION KEYNOTES: DC1 Q <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />• • <br />8"x8" DEEP <br />F <br />FTG BOX <br />p <br />� <br />EDGE w/ (11) #41C0 TED <br />COLDUMN, FTG TO BEEP <br />E <br />PROJECTED MIN 6" AS SHOWN <br />W <br />I- <br />C <br />16"SQx12" DEEP FTG <br />D <br />W4(3Q 20""1DEEP FTG <br />rr 11 <br />30"SQx20" DEEP FTG <br />�F I <br />36"SQx20" DEEP FTG <br />_E_I <br />w/ (4) #4 EW <br />w/ (4) #4 EW <br />m <br />748"SQx24" <br />DEEP FTG <br />H <br />#5 VERTICAL DOWEL TYP <br />AS SHOWN, SEE MASONRY <br />W <br />w/ (5) #4 EW, T&B <br />Ix <br />NOTES ON ST-1 <br />Q <br />1 <br />1 1/2" SLAB EXTENSION <br />Z) <br />AT FULL ROUGH <br />U <br />OPENING WIDTH <br />Z <br />W <br />0 <br />W <br />O <br />O <br />O <br />""`NOTE TO CONTRACTOR` <br />DR HORTON DOES NOT ALLOW FIBERMESH AS AN <br />ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET _— <br />/-1 <br />BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING Z <br />ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT <br />MANUFACTURER AND DR HORTON. <br />LLI <br />0=0 <br />W <br />W <br />_Z <br />0 <br />Z <br />W <br />0 <br />O <br />,J <br />LL <br />Z <br />O <br />d <br />O <br />Q <br />0 <br />LL <br />Q <br />Z <br />O <br />H <br />F- <br />�� LL <br />U) <br />0 <br />SANITARY ISOMETRIC - LH ° <br />O <br />Z <br />TZ <br />W <br />X <br />W <br />IL <br />APEX <br />tds <br />true design studios <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 W <br />W <br />LL <br />J z W <br />W <br />O <br />W _ u) <br />Q <br />O <br />Q <br />LLl Q0 <br />-' W W <br />� <br />W W , W/ <br />X <br />aLL <br />O <br />W <br />0.�H// <br />♦1 <br />LL <br />W <br />Abbott Park -� <br />LOT 017-03-1 C 0 <br />W <br />-- Q <br />0 <br />U) <br />PROJECT NO: W <br />DRAWN: <br />CHKD: <br />No. <br />2021.014967 <br />LL <br />- -- <br />O <br />ASH <br />o <br />— <br />u7 <br />VA <br />W <br />J <br />U <br />*% J .. .. , F •, <br />c� <br />No 85166 •••: <br />-• DocuSigned byi <br />• .. <br />1Z .. <br />� <br />STATE OF • �� <br />�0% 3174671 DP�-4E�h`.. <br />Ur <br />. <br />,.S•... <br />OON A� �� <br />12-29-2021 <br />W <br />REVISIONS: <br />Description Date <br />~ <br />W <br />- ----- <br />U <br />G7 <br />z <br />0 <br />ST=2 <br />CMUIMETAL CONNECTOR ENGINEERING¢ <br />