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DocuSign Envelope ID. 36F18693-F185-48FC-BA20-05B28AEDBD00 <br />2020 V1.0 <br />GENERAL FOUNDATION NOTES: <br />1711"I <br />T-0" , <br />VERIFY AC COND <br />q <br />LOCATION W/ <br />5 <br />" <br />SITE PLAN <br />SIM 9" CURB <br />T-2.D <br />I <br />I <br />o <br />9 <br />ih <br />■ <br />I <br />■ ■ <br />■ N ■ I ■ <br />�I <br />iv o I I I <br />M � " <br />I1 1 <br />■ <br />■ ■ <br />4 <br />— - - <br />5 <br />T-2.D <br />■ <br />1 <br />■ <br />■ <br />■ <br />N <br />T-2.D <br />_, II <br />i- <br />VERIFY AC COND <br />■ 1 <br />29'-6" <br />r 5 _0 <br />14'-0" <br />LOCATION W/ <br />011 <br />I <br />SITE PLAN <br />--- <br />_ <br />1 T-2.D <br />4-71/2" 4'-6" 2'-1" _ _ - - <br />_ _ 11'-5" _ _ <br />9 1 /2" <br />- - 1 2'-41/2" <br />20'-81/2" <br />9 <br />I <br />■ I <br />I <br />---r <br />T2.D <br />4„ <br />[A <br />UNDER DOOR <br />L- - - - - - - <br />■ ■ <br />- - - — <br />■ <br />I <br />� T-2.D <br />I <br />I <br />I <br />- <br />q <br />I <br />1 1 <br />T-2.D <br />I 4 <br />ao <br />5 17- <br />, <br />T-2.D I <br />1 1 1/2" ■ i I __ I T-2.D ■ <br />■ <br />- <br />00 <br />0 <br />,i.. !_.. ..... ... <br />I I I <br />— — — <br />— — — — — — <br />— — — — J <br />00 <br />CV <br />M <br />o <br />I <br />I p <br />O <br />I <br />6 <br />I <br />O cn <br />IU)g <br />I <br />I <br />I <br />I <br />OPT <br />I <br />o I <br />I <br />Ivy <br />I <br />1 <br />A <br />I <br />Ioff <br />4" <br />�- <br />1� <br />I <br />T-2.D I■ <br />■ <br />■ <br />I�-�J <br />I <br />I <br />L — - - <br />- - - - - - <br />� <br />- --- <br />� <br />OPT <br />IT-2.D <br />0,. <br />I <br />011 <br />Nq <br />r <br />■ I <br />■ I�© <br />------15'-11"-------- <br />2'-6" <br />- <br />Q4 <br />I <br />F <br />■ I <br />I <br />�1 <br />-I <br />I ■ <br />.. ........ <br />- <br />NI <br />II <br />- <br />io <br />rn <br />I <br />I <br />NI <br />I <br />— N� <br />- <br />I <br />1 <br />I <br />I <br />I <br />r?l <br />rnl <br />I <br />04l <br />I <br />■ I <br />1 <br />IT-2.D <br />co 1 <br />5 / ' _ r,J _ . _ <br />14'-3" <br />■ <br />-1 <br />-- - I - <br />I <br />DHI <br />I <br />I <br />- - - - <br />- - - - - - - - - <br />- - - - - <br />- - - — - <br />- - - - <br />- - <br />■ <br />- - - - - - - - - - - <br />- - - - - - - - - - - - - - - i- - - - - - - - - - <br />- -I - <br />t -_- <br />- Nr <br />Mi <br />1'4" 8,_0" <br />I <br />59'-10" <br />0" <br />70'-0" <br />r <br />FOUNDATION PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />kS: <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 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 />Q 8"x8" DEEP THICKENED 12" DEEP FTG UNDER BOX <br />�J EDGE w/ (1) #4 CONT I"1 COLUMN, FTG TO BE <br />PROJECTED MIN 6" AS SHOWN <br />L CI <br />16"SQx12" DEEP FTG <br />E <br />30"SQx2O" DEEP FTG <br />w/ (4) #4 EW <br />G <br />48"SQx24" DEEP FTG <br />w/ (5) #4 EW, T&B <br />1 1/2" SLAB EXTENSION <br />AT FULL ROUGH <br />OPENING WIDTH <br />D 24"SQx20" DEEP FTG <br />w/ (3) #4 EW <br />IF] 36"SQx20" DEEP FTG <br />_ w/(4)#4EW <br />LH#5 VERTICAL DOWEL TYP <br />AS SHOWN, SEE MASONRY <br />NOTES ON ST-1 <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 />z <br />w„ <br />)If <br />O <br />O <br />N <br />LO <br />N <br />Cio <br />mot' <br />O <br />CA <br />N <br />CV <br />C'7 <br />J <br />LL <br />W <br />J <br />J_ <br />z <br />O <br />Y <br />a <br />O <br />O <br />W <br />H <br />Cn <br />J <br />m <br />W <br />of <br />d <br />U <br />z <br />W <br />(D <br />W <br />0Y <br />O <br />O <br />O <br />ti <br />LO <br />ti <br />z <br />U) <br />LU <br />z <br />U) <br />m <br />W <br />W <br />W <br />z <br />z <br />W <br />O <br />J <br />LL <br />z <br />O <br />H <br />a <br />O <br />Q <br />W <br />O <br />W <br />Q <br />z <br />0 <br />O <br />Z <br />U <br />W <br />w <br />W <br />Q <br />Q <br />m <br />W <br />3 <br />O <br />LU <br />U) <br />71 <br />O <br />H <br />7�OP& U <br />LL <br />U) <br />SANITARY ISOMETRIC - RH 0 <br />O <br />z <br />U <br />W <br />H <br />X <br />W <br />a <br />APEX <br />tds <br />true design studios <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />0 <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 />>00liof considered signed and sealed <br />nd the signature must be verified <br />by a 3rd Party Certificate Authority <br /><n any electronic copy v <br />LL W <br />Z L LJ <br />�w <br />W O_ <br />0 I <br />Qer <br />U <br />0 <br />�j <br />W <br />QLL <br />PROJECT NO: <br />DRAWN: <br />CHKD: <br />Abbott Park <br />LOT 011-04-1 B <br />2021.012602 <br />CD <br />MJP <br />`,,,11111111fIII��I <br />�� �, DENS' .'4 �• <br />No 85166 r <br />r <br />LDoT6 <br />c cIgnad by: • * r <br />L r <br />••DACOR435�.+ 44/ <br />I <br />OR 10,. <br />11-01-2021 <br />REVISIONS: <br />No. Description Date <br />ST=2 <br />ti <br />X <br />z <br />0 <br />W <br />Z <br />LL <br />W <br />J <br />U <br />0 <br />Q <br />0 <br />W <br />0 <br />O <br />0 <br />O <br />Ui <br />V) <br />W <br />J <br />Q <br />Cl) <br />z_ <br />0 <br />V <br />z_ <br />W <br />C/) <br />W <br />W <br />Q <br />U <br />Cn <br />0 <br />z <br />0 <br />CMUIMETAL CONNECTOR ENGINEERING¢ <br />