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2019 V3.0 <br />GENERAL FOUNDATION NOTES: <br />E <br />U <br />ck <br />N <br />t <br />b) <br />cM <br />Y <br />70'0" <br />- SITE <br />N <br />VERIFY AC COND <br />LOCATION W/ <br />5 <br />—II IIIIIIIII - T-12.D ---■-iIIIIII -��cn <br />;............ <br />µ..: <br />-N`' II11IIIIII <br />rIII <br />IIII. <br />D� <br />- I - - <br />P <br />- LA <br />SIM 9" CURB <br />■ ■ ■ ■ ■ ■ ■ ■ <br />"-- <br />___ . <br />I <br />IIII <br />■■■ <br />i- ----------- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -t- ■■ <br />- <br />N�icv <br />T-2.D T-2.D <br />VERIFY AC COND <br />LOCATION W/ �T-2.13 <br />SITE PLAN■ I 5'0 <br />29-61 14'-0" <br />11 -5 9 1/2" <br />4-7 1/2' 4-6 2-1 2'-4 1/2' 20-8 1/2' 0 <br />o <br />....... ...... .. ...`W�-...._..._. <br />....... ...... ...... ...... .. ...' .:... ....... UNDER DOOR-4" <br />SLP <br />L------- - - - - <br />Co <br />1 1/2' T-2.D T-2.D <br />A <br />.... ........0 --- - - - - -- --j <br />■ ■ <br />54' o 6 --........I... ......... _....O OPT _ a.'..... ... _........ .... <br />*o <br />U_ co 0M0 <br />-�_IIIIIIIII <br />{T <br />T-121 .D- <br />mQN� <br />II II 4"-_--'1iIIIII <br />' III <br />0" <br />09wg°o- <br />SLP <br />L--- - - - - -- v <br />OPT 0�� ■ <br />-------- -- - - - - -- _ - <br />■ <br />r .... Vi <br />SLP <br />■C? <br />.... ----T-2.D 14'- <br />H - <br />.I: - I <br />_----------- — — --- — — — — — I ----- - - - - -- <br />— — — — — — — — ■ ■ ■ N ■■ ■ ■ <br />,I -459'-10" <br />70'-01 <br />Q <br />FOUNDATION 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 />O <br />HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI. <br />O <br />• EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS <br />N <br />U? <br />ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND <br />SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. <br />� <br />c\1 <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 />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 />' <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 />04 <br />ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. <br />• MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE <br />--� <br />INTERCHANGEABLE. SEE SHEET ST-21) FOR ALTERNATE STEMWALL <br />U_ <br />SECTIONS. <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-2D. <br />5; <br />Z <br />O <br />........-- <br />FOUNDATION KEYNOTES: DC1 <br />Q <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />—� <br />DEEP THICKENED <br />LB] <br />FTG BOX <br />p <br />1.-A...� <br />EDGE w/ (11) #48"x8" <br />CONT <br />COLUMN, FTG TO BEEP <br />E <br />PROJECTED MIN 6" AS SHOWN <br />W <br />F- <br />C <br />16"SQx12" DEEP FTG <br />D <br />24"SQx20" DEEP FTG <br />U) <br />w/ (3) #4 EW <br />LE 1I30"SQx20" <br />E <br />DEEP FTG <br />F <br />36"SQx20" DEEP FTG <br />? <br />w/ (4) #4 EW <br />W/ (4) #4 EW <br />m <br />G4"SQx24" DEEP-.� w8 (5) #4 EW, T&BFTG l..H..l AS SHOWN, SEE MASONRY #5 VERTICAL DOWEL TYP Q <br />NOTES ON ST-1 <br />1 1/2" SLAB EXTENSION <br />I Cf <br />AT FULL ROUGH <br />OPENING WIDTH } <br />Z <br />n <br />Xj <br />n. <br />0 <br />O <br />O <br />0 <br />d' <br />�n <br />r`- <br />} <br />C� <br />SANITARY ISOMETRIC ° <br />J <br />O <br />Z <br />U <br />W <br />H <br />W <br />a <br />APEX <br />/w\ <br />tds <br />true design studios <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />tm <br />Abbott Park <br />LOT 048-03-A <br />PROJECT NO: <br />2019.007598 <br />........................................ .........._................................ <br />DRAWN. <br />CRD <br />CHKD. <br />EAF <br />♦♦♦ %N LAIV <br />• 51 • <br />fill <br />:13 '. ST TE OF .' 44/ <br />09/19/2019 <br />REVISIONS: <br />No. Description Date <br />W <br />X <br />O <br />W <br />Z <br />U_ <br />W <br />J <br />U <br />co <br />W <br />Q <br />0 <br />W <br />0 <br />O <br />O <br />-01 <br />Lo <br />W <br />J� <br />Q !. <br />Z' <br />U <br />Z_ <br />V/ <br />w <br />F_ <br />w <br />J <br />Q <br />U <br />U) <br />0 <br />Z <br />O <br />0 <br />CMU/METAL CONNECTOR ENGINEERING¢ <br />