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DocuSign Envelope ID: 4A06B92C-A156-4928-BAOC-85636E15FFC1 <br />2019 V3.0 <br />M <br />r--------------- - - - - --------r <br />O II <br />ih I rv\ o <br />I <br />I: F. <br />4T-2.13 <br />VERIFY AC COND ■ I <br />LOCATION W/ 29 <br />SITE PLAN <br />5 <br />70'-0" <br />SIM 9" CURB <br />L-t I '-0" 14'-0" <br />T-0" <br />� I <br />VERIFY AC COND <br />q LOCATION W/ <br />SITE PLAN <br />o <br />- - - - - - - - - - - - - - - - - <br />00 <br />■ I c" <br />_ 4 5 <br />T-2.D T-2.D <br />U4 <br />I T-2.D \: <br />4'-7 1 /2" 4'-6" 2'-1 " - - - - - 11'-5" - - - - - I 2'-4 1 /2" 20'-8 1 /2" 10 <br />I <br />I I <br />UNDER DOOR <br />....:....... ...... ...... I <br />I � <br />L- - - - - - - - - - — I 4 <br />■ ■ ■ I � <br />o <br />I I 1 I IT, I <br />4 5 <br />1 1/2" ■ I I �. : <br />I T-2.D T-2.13 I � <br />I I i; 3 i ,, I I■ <br />I -�---i I <br />I U) <br />100 I OPT 6 I „64„ _0„ I <br />T-2.D <br />A I �wg I 0.� I ❑_ 1 <br />I� w (D I I I lwi <br />1 I <br />T-2.D -I - — ■ J ■ <br />❑ I I ■I <br />OPT 0�� <br />/-❑ I T-2.D I <br />■ I! 11 <br />- - - - 15'-- "- - - - - - - -Fj <br />■ I I �I I i <br />I I <br />-� I ■I <br />I <br />■ I1 <br />1. 5-Ia�� ..... ..................... <br />_,- - - - - -1-4-3"T-2.D `;'- - - - - - - I <br />- - I <br />B H {' <br />1 1;7 ■ I <br />—------------# O <br />- <br />----------- - - - - -- t......-.. -....- - ------------- <br />■ ■ — — — — — — — — — ■ ■ ■ — — — — — — — —� — — — — I— — — — — J ■ ■ ■ C4 ■ ■ , <br />'-4" L 8'-0" <br />'FrO UNDA 110 N PIA N <br />1/4" = 1'-0" WHEN PRINTED ON 22"04" <br />(DOWIIS VARY PER-EI"AMON) <br />70'-0" <br />59'-10" <br />- 0) <br />N M <br />v <br />oD <br />M <br />r <br />GENERAL FOUNDATION NOTES: <br />• CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICKAND <br />HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI. <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-21D FOR ALTERNATE STEMWALL <br />SECTIONS. <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-21D. <br />O <br />O <br />N <br />Ltd <br />N <br />O <br />4 <br />O <br />O <br />N <br />N <br />c) <br />J <br />LL. <br />w <br />J <br />J <br />z <br />O <br />,5 <br />Al \a <br />tds ]6­ <br />s� <br />true design studios � <br />FOUNDATION KEYNOTES: DC1 U 9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />8"x8" DEEP THICKENED <br />[B] <br />12" DEEP FTG UNDER BOX <br />Op <br />EDGE w/ (1) #4 CONT <br />COLUMN, FTG TO BE <br />T_ <br />PROJECTED MIN 6" AS SHOWN <br />w <br />H <br />❑C <br />16"SQx12" DEEP FTG <br />❑D <br />24"SQx20" DEEP FTG <br />U) <br />w/ (3) #4 EW <br />30"SQx20" DEEP FTG <br />36"SQx20" DEEP FTG <br />w/ (4) #4 EW <br />w/ (4) #4 EW <br />J <br />m <br />❑G <br />48"SQx24" DEEP FTG <br />H <br />#5 VERTICAL DOWEL TYP <br />AS SHOWN, SEE MASONRY <br />w <br />w/ (5) #4 EW, T&B <br />w <br />NOTES ON STA <br />Q <br />❑ <br />1 1/2" SLAB EXTENSION <br />AT FULL ROUGH <br />U) <br />OPENING WIDTH <br />} <br />z <br />z <br />w <br />(D <br />w <br />O <br />O <br />O <br />LO <br />ti <br />Z <br />L7 <br />w <br />z <br />U) <br />Z) <br />m <br />w <br />w <br />/Z_� <br />V <br />z <br />w <br />0 <br />O <br />J <br />LL <br />z <br />O <br />0- <br />O <br />Q <br />0 <br />LL <br />z <br />} <br />w U <br />O <br />z <br />U <br />w <br />X <br />w <br />d. <br />X <br />0}0 <br />0 <br />Z <br />O <br />w <br />Q <br />U) <br />O <br />H <br />'0% F= <br />LL <br />Q <br />U) <br />} <br />C� <br />SA N1TA RY LSO M EHUC <br />J <br />O <br />z <br />U <br />w <br />H <br />X <br />w <br />a <br />Q vJ <br />� W <br />0. <br />J z w <br />LLJ p c/) <br />75 <br />QO <br />m > o 0 <br />JW w <br />W <br />d. W x <br />X <br />QLL <br />Z <br />0 <br />w <br />I- <br />z <br />11 <br />LL <br />w <br />Abbott Park Q <br />U <br />U) <br />LOT 050-03-A 0 <br />F- <br />z <br />C� <br />PROJECT NO: LU <br />2019.007600 0 <br />LL <br />O <br />DRAWN: o <br />PML <br />O <br />CHKD: LO <br />EAF U) <br />w <br />J <br />U <br />i <br />�•.��GENS�.9 .i z <br />No 85166 <br />DocuSigned by: <br />O R , O, ��,,. z <br />02-13-2020 <br />w <br />REVISIONS: <br />No. Description Date ~ <br />w <br />J <br />Q <br />U <br />U) <br />O <br />z <br />O <br />0 <br />ST=2 <br />CMIUMETAL CONNECTOR ENGINEERING¢ <br />