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DocuSign Envelope ID: B7F25CE9-A3C0-4F4B-925D-8CF79ADAA1C1 <br />GENERAL FOUNDATION NOTES: <br />70'-0" <br />59'-10" - -- 0,. <br />I <br />■ - - - - - - - - - - - - - - - - - - - - - - - - - - I- - - - -I- - - - - - - - - - - - - - - - - - - -'-.. - _ - - - �?- - - - - - - - — - - - - - <br />B I I I I _' N � ■ <br />H <br />1 N <br />I ■ i NI T-2.D cal <br />I I `Y' - <br />. I <br />Il <br />rt <br />oD <br />Tj 1 M <br />.4" <br />I _ <br />15'-11" 2'-6" I NI I <br />Y ■ I,►�-I-------------- - - - - -- <br />■ I I _ 6 `4�91 01 I <br />N Fj •T T-2.D OPT NI r—------- - - - - -- <br />■ <br />IO 1 I ■ ■ " ■ <br />A z � <br />I -I— - — I <br />U) 0 I I <br />I I W Op o A a <br />IOo I -T I 'o <br />� �t <br />I� <br />OPT T 2.D 5tt 5 _0. <br />L - <br />Iwo til I- - - - - - -) <br />I — — — — — — — — — — — <br />y----I co ao <br />0? I ■ N T <br />— ■ I 1 _ I T-2.101 T-2.D <br />- — - <br />I <br />_ _ I o <br />............. <br />.:............... <br />I I o,. I 4" A <br />.. ...... ..... ...... ...... .:..'.: ":::::.% UNDER DOOR <br />I � I <br />co <br />I 9 1/2" a <br />4W 1/2" - _4'-6"- _ 2'_1 4 - - _ 1 V-5" I 2'-4 1/2" 20'-8 1/2" <br />--------------- <br />4 -- <br />I T-2.D <br />VERIFY AC COND <br />LOCATION W/ 29'-6" _ 5'-0" 01- -_ -- 14'-0" I <br />SITE PLAN ■ I 1 I- <br />Y <br />T-2.D <br />5 <br />N M I I -- I T-2.D I■ <br />ao <br />MO I — — — — — — — — — — — — — — — — — — — — — — — — - iv <br />— — — — — — — — — — — — — — — — — — — — — — — — — J — L — — — — — — — — — — — — — — — J <br />T-2.D SIM 9" CURB <br />VERIFY AC COND <br />M LOCATION W/ <br />SITE PLAN <br />T-0" <br />70'-0" N OFv <br />FOUNDATION PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 221104" <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 UNO. <br />O <br />• EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS <br />LO <br />ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND <br />. <br />SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. <br />T <br />COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED <br />ap <br />PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR <br />p <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 />04 <br />IN ACCORDANCE WITH THE BUILDING CODE. CONSULT <br />N <br />ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. <br />co <br />• MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE <br />J <br />INTERCHANGEABLE. SEE SHEET ST-2D FOR INTERCHANGEABLE <br />L L <br />STEMWALL & MONOLITHIC SECTIONS (DETAILS 1/2 & 5/7). <br />Ld <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-21D. <br />5; <br />z <br />O <br />- - - - <br />cn <br />FOUNDATION KEYNOTES: DC1 <br />0 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />n <br />8"x8" DEEP THICKENED <br />J <br />12" DEEP FTG UNDER BOX <br />FTG TO <br />OO <br />T­ <br />EDGE w/ (1) #4 CONT <br />G." <br />COLUMN, BE <br />PROJECTED MIN 6" AS SHOWN <br />W <br />16"SQx12" DEEP FTG <br />24"SQx20" DEEP FTG <br />:5 <br />C/) <br />l <br />I <br />w/ (3) #4 EW <br />E <br />30"SQx20" DEEP FTG <br />F j <br />I <br />36"SQx20" DEEP FTG <br />w/ (4) #4 EW <br />w/ (4) #4 EW <br />m <br />G <br />DG <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 ST-1 <br />Q <br />u <br />1 1/2" SLAB EXTENSION <br />AT FULL ROUGH <br />U) <br />OPENING WIDTH <br />}. <br />z <br />W <br />W <br />O <br />O <br />O <br />"'NOTE TO CONTRACTOR — <br />DR HORTON DOES NOT ALLOW FIBERMESH AS AN <br />ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET LO <br />BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING z <br />ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT <br />MANUFACTURER AND DR HORTON. 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