Laserfiche WebLink
--L-�� 13876-94E431A586DA <br />EAsncoec-DD2F-44E5- <br />- -. --- I _ . _ 1._L ___._. I <br />_— _ ___ 2020 V1.0 <br />GENERAL FOUNDATION NOTES: <br />0. <br />y <br />0 <br />M <br />70'-0" <br />3'-0" <br />1'-4" . 8'-0" L 1 59'-10" � 0" <br />FOUNDATION PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22"x34" <br />Z <br />_C? <br />M <br />• CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2 THICK AND <br />p <br />CY <br />HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI LINO. <br />O <br />p <br />• EARTH AND EARTH FILL SUPPORTING SLABS GRADE IS <br />ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND <br />APEX-� <br />c <br />SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. <br />hl <br />C) <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 />CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. <br />p <br />(D <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 />IN ACCORDANCE WITH THE BUILDING CODE. CONSULT <br />N <br />ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. <br />M <br />MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE <br />f <br />INTERCHANGEABLE. SEE SHEET ST-2D FOR ALTERNATE STEMWALL <br />SECTIONS.tds <br />LL <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 />true design studios <br />Z <br />O <br />- <br />U) <br />FOUNDATION KEYNOTES: DC1 U 9000 REGENCY SQUARE BLVD. <br />Q SUITE 100, JACKSONVILLE, FL 32211 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN p <br />8"x8" DEEP THICKENED <br />0 <br />12" DEEP FTG UNDER BOX <br />p <br />EDGE w/ (1) #4 CONT <br />COLUMN, FTG TO BE <br />PROJECTED MIN 6" AS SHOWN <br />w <br />C❑ <br />16"SQx12" DEEP FTG <br />24"SQx20" DEEP FTG <br />0,1 <br />w/ (3) #4 EW <br />D <br />(HO19ON' <br />30"SQx20" DEEP FTG <br />❑ <br />36"SQx20" DEEP FTG <br />0 <br />w/ (4) #4 EW <br />w/ (4) #4 EW <br />J <br />g <br />00 <br />GI <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 />NOTES ON ST-1 <br />Q <br />,_, <br />1 1/2" SLAB EXTENSION <br />a <br />u <br />AT FULL ROUGH <br />cf) <br />OPENING WIDTH <br />N <br />Z <br />w <br />(D <br />w <br />Of <br />O <br />O <br />O <br />***NOTE TO CONTRACTOR*** <br />m <br />DR HORTON DOES NOT ALLOW FIBERMESH AS AN <br />ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET <br />I` <br />U1 <br />r- <br />O Q vi <br />Z Uj <br />U W N <br />w LL <br />U) J z Lu <br />m <br />LLJ O cn <br />w Qw <br />Z Q O <br />z p o <br />w Lu 0 0 � W w <br />LU LLI <br />O X <br />z , :.,: <br />O '. z <br />O <br />e. <br />�z <br />U LL <br />p w <br />Abbott Park Q <br />O U <br />J cn <br />LL LOT 029-02 0 <br />Q w <br />U Q <br />Z z <br />'} U) <br />(� V PROJECT NO: w <br />O O p <br />2021.009238 w <br />Z O <br />DRAWN: <br />U o <br />JAR <br />L0 <br />CHKD <br />X MJP <br />Q a <br />�. �S(IN LqN��.,� <br />U) <br />0 � DbC�y��by:•• � <br />w <br />Q <br />Cif <br />• 3F4671DACDEF435,. 0 <br />O STATE OF <br />w �O�F •'c� O R <br />Q 'O N AL E�%`�� z_ <br />rJ7 Q <br />O 07-28-2021 p <br />1= <br />�w <br />,�F�' U REVISIONS:LU <br />U_ H <br />Q No. Description Date w <br />SANITARY ISOMETRIC - RH o 110 <br />Z <br />z O <br />= o <br />U <br />w <br />1— <br />X <br />w ST=2 <br />a <br />a <br />CMU/METAL CONNECTOR ENGINEERING <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 />1 <br />