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DocuSign Envelope ID: B32112A2-C6C1-4AA9-8481-B116560E8B4A <br />iaasia����.=� Imm <br />2020 V1.0 <br />N <br />70'-0" <br />1'4' 8-_0" 59'-10" 0„ <br />I <br />■ ■ - - - - - - - - - ■ ■ ■ I ■ ■ ■ ■ o ■ ■ <br />■ - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - <br />❑❑ - - - - - - - - - - - - - - - - - - - - - - - - - _,�- - - - - - - - — - - - - - -I <br />— — — — — — <br />■ T-2.D M1 I <br />N <br />I I �I I MI 1 <br />I o� l - ■ <br />- <br />1 I 1 bo <br />I ❑_ 1 ❑} I I 1 ■ <br />I I <br />'-I ■ I I I _ I I <br />■ II--------15'-----------� 11 2'-6" 0" �'I I <br />■ I ■ I 011I■ <br />T-2.D OPT NI r-------- -- ---J <br />I I c� I I 1 1■ ■ �* ■ <br />I❑ ❑ ❑_ o T-2.D -I— - —❑4„— I <br />U) I I <br />1�0 q A w <br />100 I I <br />� OPT T 2.D 5, 5,_0„ <br />U � <br />I �I - - -I - - - - - - J ■ ■ ■ <br />I — — — — — — — — — - -- ao ao <br />1 II I I --- 1■ N M <br />1 1 1/2" I I 4 5 I■ <br />1 - ■ I_ 1 _ I T-2.D T-2.D <br />_ I o <br />�-----------J I I T-2.D <br />011 �00 <br />AI <br />1 ,� ❑ <br />I I UNDER <br />DOOR <br />9 <br />� I <br />1 9 1/2" <br />I 4W 1/2" 4'-6" 2'-1" 11'-5" - _ - _ 2'-4 1/2" 20'-8 1/2" <br />,�-----,�--------------- 1 <br />I T-2.D I <br />�T4 <br />- - <br />VERIFY AC COND <br />LOCATION W/ 29,�,. 5'-0" 14'-0" I <br />I 011 <br />SITE PLAN ■ 1 I <br />T-2.D I -s� 1 I 4 5 <br />T-2.D 1■ <br />❑ I ,I - - J - - I- - L - - - - - - - - - - - - - - - J - - - - - - - - - - - - - - - - - - - - - - - - - iv <br />O <br />5 I <br />SIM 9" CURB <br />T-2.D VERIFY AC COND <br />M LOCATION W/ <br />SITE PLAN <br />F <br />70'-0" <br />FOUNDATION PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />GENERAL FOUNDATION NOTES: <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 />N <br />ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND <br />SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. <br />N <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 />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 />N <br />IN ACCORDANCE WITH THE BUILDING CODE. CONSULT <br />N <br />ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. <br />ce) <br />MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE <br />-j <br />INTERCHANGEABLE. SEE SHEET ST-21D FOR ALTERNATE STEMWALL <br />LL <br />SECTIONS. <br />Ili <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 />_l <br />SHEET ST-21D. <br />Z:; <br />Z <br />O <br />FOUNDATION KEYNOTES: DC1 0 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />8"x8" DEEP THICKENED <br />12" DEEP FTG UNDER BOX <br />OO <br />EDGE w/ (1) #4 CONT <br />LIBI <br />COLUMN, FTG TO BE <br />T_ <br />PROJECTED MIN 6" AS SHOWN <br />W <br />H <br />[C <br />16"SQx12" DEEP FTG <br />[:D]24"SQx20" <br />DEEP FTGw/ <br />(3) #4 EW <br />(� <br />❑30"SQx20" <br />DEEP FTG <br />36"SQx20" DEEP FTG <br />w/ (4) #4 EW <br />w/ (4) #4 EW <br />J <br />m <br />❑48"SQx24" <br />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 />❑ <br />1 1/2" SLAB EXTENSION <br />Z) <br />— <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 U) <br />MANUFACTURER AND DR HORTON. I rA <br />W <br />z <br />- -- - <br />(n <br />m <br />W <br />W <br />(D <br />z <br />W <br />0 <br />O <br />_l <br />LL <br />z <br />O <br />d <br />O <br />Q <br />W <br />0 <br />LL <br />Q <br />z <br />_ <br />q�c, <br />O <br />i❑1 <br />�1 I <br />U <br />W <br />X <br />J <br />a- <br />Q <br />qA1 <br />P� <br />\ <br />SPA <br />m <br />2� <br />�5 <br />0 <br />LU <br />� ❑ <br />Z <br />Uj <br />Q <br />Z <br />1 <br />3�G <br />❑ <br />LL <br />U) <br />(D <br />SANITARY ISOMETRIC - LH ° <br />J <br />Z <br />2 <br />U <br />w <br />H <br />X <br />w <br />w <br />Q <br />CMUIMETAL CONNECTOR ENGINEERING <br />1.. <br />tds <br />true design studios <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />O <br />N <br />This item has been electronically <br />signed and sealed by Justin M Lanier, <br />PE on the date and/or time stamp <br />shown using a digital signature. <br />Printed copies of this document are <br />>1111not considered signed and sealed <br />and the signature must be verified <br />110by a 3rd Party Certificate Authority <br /><n any electronic copy v <br />Q W <br />_I z � <br />LLJ <br />LLJ O U) <br />Q <br />> <br />O <br />M <br />W <br />LL] <br />Q <br />0 <br />Q <br />J <br />LL] <br />W <br />W <br />� <br />LLj <br />X <br />a <br />�� <br />z <br />0 <br />W <br />I- <br />z <br />w <br />LL <br />W <br />Abbott Park <br />LOT 024-02 <br />0 <br />W <br />a <br />z <br />(D <br />W <br />PROJECT NO: <br />w <br />0 <br />2021.009234 <br />LL <br />- - - <br />DRAWN: <br />JAR <br />0 <br />0 <br />U0 <br />CHKD: <br />MJP <br />U) <br />L-A/V ., <br />U) <br />�. • � ENS' . <br />G <br />Z <br />No 85166 <br />Q <br />r <br />r <br />DocuSigned by: •; * -• <br />=.. , <br />0 <br />• T�T � 139 � O •. 4 71 DEF43;��� <br />� <br />U)i <br />s 0 N A' <br />W <br />08-03-2021 <br />0 <br />w <br />REVISIONS: <br />No. <br />Description ! 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