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DocuSign Envelope ID: 9B428CE4-E6EB-4E3F-80CB-590519F9314F <br />2020 VI -0 <br />GENERAL FOUNDATION NOTES: <br />E <br />U <br />zoo <br />Cl) <br />N <br />I <br />V� <br />5 <br />T-2.D <br />t ,I <br />r— — — — — — — — — — — — — — — — — — — — — — — — — C � — — — — <br />I I 04 o I i <br />age <br />co <br />3'-0" X-0, I 1 <br />T-2.D <br />VERIFY AC COND ■ I „ " <br />LOCATION W/ 29 5 -0 <br />0" <br />SITE PLAN I I <br />T-2.D <br />I <br />■I <br />i <br />L— — — — — — — — — — <br />F <br />70'-0" <br />SIM 9" CURB <br />r— — — <br />I <br />— — — — — — — <br />— — — — — <br />— <br />I <br />I <br />--I <br />I <br />I <br />T-0" <br />VERIFY AC COND <br />LOCATION W/ <br />SITE PLAN <br />I <br />■ <br />■ <br />— — — — — — — — — <br />— — — <br />LEM <br />1 <br />JT4 I <br />9 1/2" <br />4'-7 1/2" 4'-6" 2'-1" _ _ _ _ _ 11'-5" _ _ 2'-4 1/2" 20'-8 1/2" <br />I I I I <br />r <br />A \ <br />UNDER DOOR <br />■ I I � T-2.D - <br />I I o <br />1 I 4 5 <br />■ I T-2.D T-2.D I <br />I , <br />Z _ I <br />■ ■ ■ <br />�O �I--I------� -- <br />100 OPT <br />o I <br />Iwg <br />Iuj 1 I 4, <br />IL — — — — — — — — — — -� <br />—�— — 6 OPT 0,. - 011 — — — <br />■ <br />'----15'------------ 11 26' <br />—I---- _ <br />■I I I � I■ <br />of <br />�..... " <br />0" <br />.......... <br />NI I I <br />rn CI <br />I 1 I <br />■ I C? -I ■ <br />T-2.D 14'4' I- <br />r <br />I I <br />- - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - T. - Nr - - - - - - - — - - - - - J <br />OUNDATION PLAN <br />1/4" = V-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 />O <br />• EARTH AND EARTH FILL SUPPORTING SLABS GRADE IS <br />N <br />ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND <br />�� �;� <br />� <br />SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. <br />� <br />N <br />U <br />COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED <br />00 <br />N <br />PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR <br />N <br />CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. <br />o <br />• IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE <br />0) <br />SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT <br />' <br />M <br />EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. <br />• SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB <br />04 <br />IN ACCORDANCE WITH THE BUILDING CODE. CONSULT <br />N <br />ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. <br />c ) <br />MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE <br />J <br />INTERCHANGEABLE. SEE SHEET ST-2D FOR ALTERNATE STEMWALL <br />SECTIONS. <br />L L <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 />-p <br />N <br />SHEET ST-2D_ <br />true design studios <br />Z <br />O <br />_ _ <br />FOUNDATION KEYNOTES: DC1 <br />U <br />9000 REGENCY SQUARE BLVD. <br />C: <br />Q <br />SUITE 100, JACKSONVILLE, FL 32211 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />O <br />8"x8" DEEP THICKENED II B A 12" DEEP FTG UNDER BOX O <br />EDGE w/ (1) #4 CONT I�_.� COLUMN, FTG TO BE Cn <br />PROJECTED MIN 6" AS SHOWN LU C <br />24"SQx20" DEEP FTG N <br />�C 16"SQx12" DEEP FTG D w/ (3) #4 EW 011HOMON, q� <br />I `J 30"SQx20" DEEP FTG ICI 36"SQx20" DEEP FTG j ® r <br />I `J w/ (4) #4 EW �I w/ (4) #4 EW <br />#5 VERTICAL DOWEL TYP r�NT <br />�l 4N8 SQ 4 E`DET& FTG H� AS SHOWN, SEE MASONRY W <br />" I NOTES ON ST-1 Q <br />1 1/2" SLAB EXTENSION a <br />AT FULL ROUGH U) <br />OPENING WIDTH 1*5- N <br />Z <br />W <br />0 <br />This item has been electronically <br />W <br />signed and sealed by Justin M Lanier, <br />W <br />PE on the date and/or time stamp <br />O <br />shown using a digital signature. <br />Printed copies of this document are <br />p <br />not considered signed and sealed <br />***NOTE TO CONTRACTOR*** <br />C3) <br />and the signature must be verified <br />by a 3rd Party Certificate Authority <br />DR HORTON DOES NOT ALLOW FIBERMESH AS AN <br />n any electronic copy <br />>1111111110� <br />ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET <br />LO <br />O <br />BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING <br />Z <br />W <br />ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BYPRODUCT <br />MANUFACTURER AND DR HORTON. <br />M <br />W <br />W LL <br />J Z w <br />UJ O (n <br />W Q <br />w Q z_ <br />(D > Q Q <br />w m w <br />o � J w <br />w <br />O X <br />z <br />Z Z <br />O O <br />N 0 <br />W <br />O ~ <br />Z <br />o a <br />U LL, <br />p W <br />Abbott Park Q <br />O UU <br />Q LOT 023-02 0 <br />- W <br />Z Z <br />O PROJECT NO: W <br />J 2021.009233 0 <br />O U- <br />DRAWN: — O <br />U JAR -R <br />CHKD: L0 <br />X MJP U) <br />W W <br />a <br />Qi U) <br />m • �,\E NqF• Z_ <br />No 85166 <br />W <br />Z = * DocuSigned by: <br />O � <br />T n <br />WF71DA�DEF/t�� (n <br />Q ��i�s '• O R I Z <br />Z i,�s 0 N A �'-_ <br />rtii�t <br />O 07-28-2021 <br />�- W <br />7�OF& U REVISIONS: <br />U- __ - I'_Q No. Description Date w <br />(n J <br />Q <br />SANITARY ISOMETRIC - RH 1 __-__ Z <br />z -- - O <br />= o <br />U <br />W <br />F- <br />X <br />ST=2 <br />CMUIMETAL CONNECTOR ENGINEERING¢ <br />t <br />