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)ocuSign Envelope ID: 4210BE37-OE63-44AD-A2D4-OAF711104AC9 <br />2020 V1 <br />S-1 <br />�,1 <br />-2"0VENT �' 1 <br />� ' I <br />I I I I <br />70'-0" <br />2-WAY GCO <br />FLUSH ON GRADE <br />1. 6-0" 1 51'-0" 6-8" 6'4" <br />V-4" . 4'-8" <br />5-4 1,4„ <br />19 DFU <br />-_ ■ t- <br />■ r� � I 7 <br />B uB- I tl% I 1 I LA <br />- ■.. �_ 6 I T-2.D I 6 I ,� <br />A � M <br />I T-2.D OPT. =41 T-2.D - - - <br />I = <br />�I Aft <br />OPT.-ol - ,- <br />c.� <br />Z I NI <br />o �1T-10"----------,----------- 18'-7" ----- �I---- 2'-71/2" 2'-10"�61/2* 00 <br />of - _ __ __ __ 'i _ 1 - <br />"' I � Op <br />O0 <br />U)U) '�------ - - <br />---- I I <br />I <br />U) g „ I I I � - - - - - - - - - - - - - - - <br />Of <br />N -- <br />N I U <br />I •� <br />I <br />O T-2.11) T-2.D <br />ao ■ ■ I I to <br />r N <br />I co <br />UNDER DOOR <br />19'-2" <br />- - <br />- - 17 <br />r` I 00 <br />4 I 4 <br />T-2.D <br />ti I 5'-3 1 /2" '-8 1 /2" 2T-2 1 /2" <br />15'-2" - ---- <br />-------�--- ----- -- �. <br />- ------------------ - - -- - - -- --- <br />I <br />■ I � ��-----� I i I All <br />T-2.D <br />I I I I T-2.D I I <br />I I M <br />- - - - - - - - - - - - - - - NI- �` = - - - -..- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ■ <br />VERIFY AC COND <br />LOCATION W/ 5 SIM 9" CURB VERIFY AC COND <br />SITE PLAN TD <br />LOCATION W/ <br />SITE PLAN <br />15'-3 1 /2" 5'-0" 29'-0 1 /2" <br />49'-4" 20'-8" <br />70'-0" <br />FOUNDATION PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />C9 <br />6) <br />N <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 UNO. <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-2D 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 />FOUNDATION KEYNOTES: DC1 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />A 8"x8" DEEP THICKENED <br />EDGE w/ (1) #4 CONT <br />K 16"SQx12" DEEP FTG <br />E 30"SQx20" DEEP FTG <br />w/ (4) #4 EW <br />G 48"SQx24" DEEP FTG <br />w/ (5) #4 EW, T&B <br />❑I 1 1/2" SLAB EXTENSION <br />AT FULL ROUGH <br />OPENING WIDTH <br />B 12" DEEP FTG UNDER BOX <br />COLUMN, FTG TO BE <br />PROJECTED MIN 6" AS SHOWN <br />❑D 24"SQx20" DEEP FTG <br />w/ (3) #4 EW <br />36"SQx20" DEEP FTG <br />w/ (4) #4 EW <br />#5 VERTICAL DOWEL TYP <br />H AS SHOWN, SEE MASONRY <br />NOTES ON ST-1 <br />`""NOTE TO CONTRACTOR*' <br />DR HORTON DOES NOT ALLOW FIBERMESH AS AN <br />ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET <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 />O ° <br />U) APEX r_ <br />U <br />w <br />z <br />U <br />m <br />Wzz- <br />W <br />z <br />_C <br />1 tds <br />w <br />Q true design studios <br />_0 <br />O <br />J 9000 REGENCY SQUARE BLVD. N <br />W SUITE 100, JACKSONVILLE, FL 32211 <br />ZO 904.821.5200 p <br />N <br />O <br />11HORTON' (1) <br />U � <br />Q r <br />O <br />J <br />LL <br />Q -c <br />U <br />z <br />0 <br />O <br />J <br />O <br />z <br />U <br />w <br />x w <br />w <br />(L <br />a U) <br />p L1J <br />m <br />p w <br />w O to <br />3: <br />W Q O <br />2 <br />z w <br />U) <br />0 a w <br />M w W <br />0 a <br />U L.L W <br />IL <br />Q ti <br />U X <br />0 <br />o ° <br />z <br />= W <br />W z <br />F- Abbott Park of <br />x <br />a, LOT 016-02 w <br />Q - J <br />U <br />U) <br />t] <br />W <br />PROJECT NO: <br />2021.006635 z <br />DRAWN: <br />JAR w <br />- 0 <br />CHKD: MJ P LL <br />O <br />O <br />W <br />JS, (M LA/V",,� w <br />G�E A/ •� U <br />No 85166 <br />DoWftned by:UI7 <br />• ! •L i z <br />TA <br />OffKE O F• 4U <br />DEF43D..4Q <br />. 3F4671DACP • � �� <br />i111ii1t U) <br />05-18-2021 O <br />z <br />REVISIONS: <br />No. Description Date <br />- w <br />U) <br />w <br />w <br />Q <br />Cn <br />I— <br />O <br />ST=2 O <br />0 <br />CMU/METAL CONNECTOR FNGINFFRING <br />