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DocuSign Envelope ID: AA010146-D1994BBB-A59B-84ED05CCE60C <br />rn <br />N <br />I <br />VERIFY AC COND <br />LOCATION W/ <br />SITE PLAN <br />2"0 VENT <br />I I I I <br />I <br />S-1 <br />- 70'-0" - <br />6'-0" 1001 51'-0" loop <br />1'-4" 4'-8" 10 IF <br />6-8" <br />64" V-41 <br />2-WAY GCO <br />FLUSH ON GRADE <br />6,4„ <br />--------------------------------- - - - - -- <br />------------ - - - - -- <br />� I I 1 D L <br />I T-2.D <br />D T-2.13 I \ <br />OPT. 19 T 2.D ■ c� ■ - - - <br />4 - - �I - - - <br />�I OPT._ of <br />z �, <br />o - -- - - 18'-7" �2'-71/2" 2'-10" 4-6 1/2 1 <br />_ 17'-10 __ �r -- ------ - _ ------ --- - - <br />I C/) O <br />1 Oro <br />U)� <br />— <br />-- - - - - -- -----I — — 1 <br />— — — — <br />L — — <br />I �I I ■ <br />q 5 <br />O T-2.D <br />T-2.D <br />`\ <br />r NI I' A <br />I ool L' UNDER DOOR <br />I-19'------ 3'-0„ <br />[. - �---- - ----,� 1 <br />■ I <br />, " <br />— — — �I 00 <br />4 ---� 4 <br />T-2.D <br />'--- 1/15-2"5-31/2" �-81/2-----------_01 <br />I <br />---T-2.D <br />I u <br />■ I r-t-------... I 10 <br />T-2.101 <br />T-2.D I <br />__ - - - - <br />J----- - - - - -� <br />co <br />— — ——-..-._.- — — — — — — — — — — — � — — — — — — — — — — — — — — — — — — — — — — <br />— — — — — <br />- - 15'-3 1/2" -- . <br />FOUNDATION PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />5 <br />T-2.101 SIM 9" CURB <br />6-0" - <br />49'-4" - <br />29'-0 1/2" <br />70'-0" <br />VERIFY AC COND <br />LOCATION W/ <br />SITE PLAN <br />rM <br />2020 V1.0 <br />GENERAL FOUNDATION NOTES: <br />• CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND <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-21D FOR INTERCHANGEABLE <br />STEMWALL & MONOLITHIC SECTIONS (DETAILS 1/2 & 5/7). <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-2D. <br />FOUNDATION KEYNOTES: DC1 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />A <br />8"x8" DEEP THICKENED <br />B <br />❑ <br />12" DEEP FTG UNDER BOX <br />EDGE w/ (1) #4 CONT <br />COLUMN, FTG TO BE <br />PROJECTED MIN 6" AS SHOWN <br />16"SQx12" DEEP FTG <br />24"SQx20" DEEP FTG <br />w/ (3) #4 EW <br />E._�30"SQx20" <br />DEEP FTG <br />r <br />I F <br />36"SQx20" DEEP FTG <br />w/ (4) #4 EW <br />.I <br />w/ (4) #4 EW <br />G <br />48"SQx24" DEEP FTG <br />H <br />❑ <br />#5 VERTICAL DOWEL TYP <br />AS SHOWN, SEE MASONRY <br />w/ (5) #4 EW, T&B <br />NOTES ON ST-1 <br />19 DFU <br />I J <br />1 1/2" SLAB EXTENSION <br />AT FULL ROUGH <br />OPENING WIDTH <br />U) <br />0 <br />zo <br />00 <br />rn <br />o� <br />N <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 />ti p <br />ti <br />O ° <br />U) APEX <br />U <br />W <br />z_ <br />m <br />W <br />W <br />z <br />0 -C <br />z <br />W tds <br />Q true design studios <br />O '- <br />J 9000 REGENCY SQUARE BLVD. N <br />W SUITE 100, JACKSONVILLE, FL 32211 <br />0 904.821.5200 p <br />< c <br />O <br />CL <br />Of <br />RRIOMN' <br />U <br />• j 4- <br />EE <br />LL <br />Q -C <br />U <br />z <br />} <br />(D <br />O <br />J <br />zThis item has been electronically <br />= signed and sealed by Justin M Lanier, <br />U PE on the date and/or time stamp <br />W shown using a digital signature. <br />Printed copies of this document are <br />not considered signed and sealed <br />X nd the signature must be verified <br />W Wby <br />a 3rd Party Certificate Authority <br />n any electronic copy <br />Q o W <br />m <br />o z W <br />W O U) <br />a - O <br />W Q O <br />z m > o <br />W W <br />U)Q J <br />M LV LV Q <br />U � a WLL <br />�� <br />U) X <br />>- <br />O O <br />0 <br />z <br />= W <br />U ~ <br />z <br />� Abbot Park a <br />W -- LL <br />D- LOT 004-04-1 C W <br />Q - -- <br />U <br />0 <br />W <br />PROJECT NO: <br />2021.014964 z <br />-- -- U <br />DRAWN: <br />MRB w <br />CHKD: JAC L` <br />O <br />0 <br />Ln <br />U) <br />`�.` �•.��G E N 54�.;9 •� Q <br />Ad96§ed 6Y' <br />r <br />r � <br />S'T �� <br />0 0 4 71 CQ�ICov... <br />iiTCC�••<ORIOP' <br />N A1% E1 % %' <br />111111U) <br />12/29/2021 O <br />z_ <br />REVISIONS: <br />No. Description Date <br />-�- w <br />W <br />W <br />Q <br />ST=2 <br />H <br />O <br />O <br />O <br />CMUIMETAL CONNECTOR ENGINEERING <br />