|
)ocuSign Envelope ID: 8F9375B4-3CE8-449F-93B2-A45E8DE771E0
<br />65'-0"
<br />VERIFY AC COND
<br />LOCATION W/
<br />SITE PLAN
<br />■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■
<br />— — — — — — — —
<br />■ — — — — — — — — — — — — — — — — — — — — — — — — —I — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — —
<br />i
<br />I
<br />B I 1 NI
<br />I ST-2D `V r 7-1::;: - - - -1- - - - - - - --
<br />NI I I
<br />■ I 1 1/2" ■ I _ 6
<br />■ I I ST-2D OPT
<br />I u I o - - -- - 1/2" - - - - g �l
<br />I j
<br />1100 1
<br />1 Op of. r-—-- - - - - -
<br />J
<br />w ¢— 011 I ■ 11 ■ ■
<br />I
<br />C0 {�} E- 1, A 2'-8" I
<br />ICif
<br />\ I
<br />Y-
<br />— I I
<br />1 2'_8 1/2" - - - - - - - 14'-0 1 /2" - - - - - - - I OPT ST 2D
<br />J_ --------I---------- TIT - ■ ■
<br />I I ■
<br />I I I
<br />L ......... ... I I 4 5
<br />I V-4 1 /4"
<br />ST-2D ST-2D
<br />Or
<br />■ 1 5'-1 1/2" 4'-6" ---- 11 l-8" 1 I 4
<br />I I I ST-2D X<
<br />m. m
<br />01.
<br />4'
<br />I I I
<br />I I I
<br />I
<br />,. I I
<br />■I I ,
<br />I ST-2D I I
<br />I 24'-5 1/2" 6-0 1/2" I 71 611 1 2'-4" 20'-8" UNDER DOOR
<br />I 1 I
<br />4 I I 4"
<br />ca
<br />011 ST-2D l _ - I - 4
<br />I I
<br />Y-
<br />1 - - - - i -
<br />■ 1 � I ( 5
<br />1 I ST-2
<br />6" I D
<br />H ST-2D o
<br />I■
<br />1 co I I I I I
<br />IJ _ - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - ■
<br />VERIFY AC COND
<br />LOCATION W/
<br />SITE PLAN
<br />FOUNDATION PLAN
<br />1/4" = V-0" WHEN PRINTED ON 22"04"
<br />SIM 9" CURB 5
<br />ST-2D
<br />no
<br />2'-8" I. 2'-4"
<br />0
<br />CO
<br />Y-
<br />00
<br />in
<br />2020 V 1.
<br />GENERAL FOUNDATION NOTES:
<br />• CONCRETE SLAB ON GRADE SHA "
<br />HAVE MINIMUM 28 DAY COMPRESSI
<br />• EARTH AND EARTH FILL SUPPORT
<br />ASSUMED TO HAVE A MINIMUM BE
<br />SHALL BE FREE OF ORGANIC MATE
<br />COMPACT THE FILL IN 12" LIFTS TO
<br />PROCTOR MAXIMUM DRY DENSITY.
<br />CONTRACTOR'S RESPONSIBILITY T
<br />• IF CONTRACTOR OR BUILDING OF
<br />SOIL IS NOT SUITABLE FOR 2,000 P
<br />EOR. ADDITIONAL FOUNDATION W
<br />• SLIDING GLASS DOOR FRAMES M
<br />IN ACCORDANCE WITH THE BUILDI
<br />ARCHITECTURAL PLANS FOR LOCA
<br />• MASONRY STEMWALL AND MONO
<br />INTERCHANGEABLE. SEE SHEET S
<br />SECTIONS.
<br />• 24" LONG #4 BAR IS RECOMMEND
<br />RE-ENTRANT CORNERS, SEE "RE-E
<br />SHEET ST-2D.
<br />WO
<br />FOUNDATION
<br />NOTES APPLICABLE ONLY WH
<br />AA
<br />8"x8" DEEP THICKENED
<br />EDGE w/ (1) #4 CONT
<br />__.-
<br />L vJ
<br />16"SQx12" DEEP FTG
<br />❑30"SQx20"
<br />E
<br />DEEP FTG
<br />w/ (4) #4 EW
<br />F
<br />n
<br />�"I
<br />48"SQx24" DEEP FTG
<br />H
<br />w/ (5) #4 EW, T&B
<br />1 1/2" SLAB EXTENSION
<br />AT FULL ROUGH
<br />OPENING WIDTH
<br />***NOTE TO CON
<br />DR HORTON DOES NOT AL
<br />ALTERNATIVE TO WWF AS SP
<br />LL BE MINIMUM 3 1/2 THICK AND
<br />VE STRENGTH OF 2500 PSI UNO. O
<br />ING SLABS ON GRADE IS N
<br />ARING CAPACITY OF 2,000 psf, AND LO
<br />RIAL AND COHESIVE SOILS. N
<br />AT LEAST 95% OF MODIFIED 00
<br />IT IS THE OWNER'S OR 4
<br />O CONFIRM THESE ASSUMPTIONS. O
<br />FICIAL DETERMINES THAT THE 0)
<br />SF BEARING CAPACITY, CONTACT '
<br />MAY BE REQUIRED.
<br />UST BE RECESSED INTO THE SLAB
<br />NG CODE. CONSULT N
<br />TION OF SLIDING GLASS DOORS. cM
<br />LITHIC FOOTINGS ARE _j
<br />T-2D FOR ALTERNATE STEMWALL
<br />ED TO BE INSTALLED AT ALL J
<br />NTRANT CORNER DETAIL" ON _I
<br />z
<br />O
<br />U)
<br />(EYNOTES: DC1 Q
<br />ERE SPECIFIED ON PLAN
<br />B 12" DEEP FTG UNDER BOX p
<br />COLUMN, FTG TO BE
<br />PROJECTED MIN 6" AS SHOWN LU
<br />D 24"SQx20" DEEP FTG Z)
<br />w/ (3) #4 EW (A
<br />36"SQx20" DEEP FTG
<br />W/ (4) #4 EW m
<br />#5 VERTICAL DOWEL TYP W
<br />AS SHOWN, SEE MASONRY
<br />NOTES ON ST-1 Q
<br />U
<br />W
<br />0
<br />W
<br />TRACTOR***
<br />LOW FIBERMESH AS AN p
<br />ECIFIED IN THIS PLAN SET 0
<br />0)
<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 />2" 0 VENT
<br />TO EXT \
<br />I
<br />I
<br />I
<br />%Af1 A
<br />SAN ISO
<br />IJI\ 1 V LIY 1 I V VVIYIYLV 1
<br />ABOVE THE CENTER LINE
<br />THE HORIZONTAL DRAIN
<br />f:M1I/MFTAI
<br />w
<br />'Z
<br />v/
<br />co
<br />W
<br />(D
<br />W
<br />2" 0 VENT Of
<br />TO EXT O
<br />J
<br />LL.
<br />I
<br />I O
<br />I �
<br />I
<br />IL
<br />fr
<br />Q
<br />O
<br />LL
<br />Q
<br />z
<br />0
<br />z
<br />U
<br />w
<br />X
<br />w
<br />a
<br />X
<br />co0
<br />LU
<br />LLI
<br />U)
<br />O
<br />H
<br />U
<br />U-
<br />Q
<br />fn
<br />OF }
<br />PIPE 0
<br />J
<br />O
<br />Z
<br />U
<br />W
<br />X
<br />W
<br />a
<br />f.nWNFr.TAR FNrINFFRIN�:Q
<br />APEX
<br />tds _-6
<br />true* design studios N
<br />9000 REGENCY SQUARE BLVD.
<br />SUITE 100, JACKSONVILLE, FL 32211
<br />�IA
<br />o
<br />� Qw
<br />LL
<br />Zw
<br />J O U)
<br />L �-
<br />Q O
<br />W 0
<br />W W
<br />Vw mowN/
<br />x
<br />L
<br />z
<br />O
<br />0
<br />H
<br />a
<br />U-
<br />w
<br />Abbott Park d
<br />LOT 014-03 0
<br />w
<br />0
<br />PROJECT NO: LU
<br />2021.006632 0
<br />W
<br />DRAWN:
<br />JAR o
<br />---- -
<br />CHKD: LO
<br />Z
<br />No 85166
<br />Doq`Signed by: LT�X�,,�0 F 0 C,
<br />�,O '. 31:4671DAC F43i.. �;
<br />O R I Z
<br />F
<br />.,ass O N A` Ea���•
<br />05-18-2021
<br />W
<br />REVISIONS: w
<br />No. Description DateLU
<br />~
<br />J
<br />V/
<br />H
<br />_ O
<br />Z
<br />O
<br />0
<br />ST=2
<br />w
<br />B 12" DEEP FTG UNDER BOX p
<br />COLUMN, FTG TO BE
<br />PROJECTED MIN 6" AS SHOWN LU
<br />D 24"SQx20" DEEP FTG Z)
<br />w/ (3) #4 EW (A
<br />36"SQx20" DEEP FTG
<br />W/ (4) #4 EW m
<br />#5 VERTICAL DOWEL TYP W
<br />AS SHOWN, SEE MASONRY
<br />NOTES ON ST-1 Q
<br />U
<br />W
<br />0
<br />W
<br />TRACTOR***
<br />LOW FIBERMESH AS AN p
<br />ECIFIED IN THIS PLAN SET 0
<br />0)
<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 />2" 0 VENT
<br />TO EXT \
<br />I
<br />I
<br />I
<br />%Af1 A
<br />SAN ISO
<br />IJI\ 1 V LIY 1 I V VVIYIYLV 1
<br />ABOVE THE CENTER LINE
<br />THE HORIZONTAL DRAIN
<br />f:M1I/MFTAI
<br />w
<br />'Z
<br />v/
<br />co
<br />W
<br />(D
<br />W
<br />2" 0 VENT Of
<br />TO EXT O
<br />J
<br />LL.
<br />I
<br />I O
<br />I �
<br />I
<br />IL
<br />fr
<br />Q
<br />O
<br />LL
<br />Q
<br />z
<br />0
<br />z
<br />U
<br />w
<br />X
<br />w
<br />a
<br />X
<br />co0
<br />LU
<br />LLI
<br />U)
<br />O
<br />H
<br />U
<br />U-
<br />Q
<br />fn
<br />OF }
<br />PIPE 0
<br />J
<br />O
<br />Z
<br />U
<br />W
<br />X
<br />W
<br />a
<br />f.nWNFr.TAR FNrINFFRIN�:Q
<br />APEX
<br />tds _-6
<br />true* design studios N
<br />9000 REGENCY SQUARE BLVD.
<br />SUITE 100, JACKSONVILLE, FL 32211
<br />�IA
<br />o
<br />� Qw
<br />LL
<br />Zw
<br />J O U)
<br />L �-
<br />Q O
<br />W 0
<br />W W
<br />Vw mowN/
<br />x
<br />L
<br />z
<br />O
<br />0
<br />H
<br />a
<br />U-
<br />w
<br />Abbott Park d
<br />LOT 014-03 0
<br />w
<br />0
<br />PROJECT NO: LU
<br />2021.006632 0
<br />W
<br />DRAWN:
<br />JAR o
<br />---- -
<br />CHKD: LO
<br />Z
<br />No 85166
<br />Doq`Signed by: LT�X�,,�0 F 0 C,
<br />�,O '. 31:4671DAC F43i.. �;
<br />O R I Z
<br />F
<br />.,ass O N A` Ea���•
<br />05-18-2021
<br />W
<br />REVISIONS: w
<br />No. Description DateLU
<br />~
<br />J
<br />V/
<br />H
<br />_ O
<br />Z
<br />O
<br />0
<br />ST=2
<br />w
<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 />2" 0 VENT
<br />TO EXT \
<br />I
<br />I
<br />I
<br />%Af1 A
<br />SAN ISO
<br />IJI\ 1 V LIY 1 I V VVIYIYLV 1
<br />ABOVE THE CENTER LINE
<br />THE HORIZONTAL DRAIN
<br />f:M1I/MFTAI
<br />w
<br />'Z
<br />v/
<br />co
<br />W
<br />(D
<br />W
<br />2" 0 VENT Of
<br />TO EXT O
<br />J
<br />LL.
<br />I
<br />I O
<br />I �
<br />I
<br />IL
<br />fr
<br />Q
<br />O
<br />LL
<br />Q
<br />z
<br />0
<br />z
<br />U
<br />w
<br />X
<br />w
<br />a
<br />X
<br />co0
<br />LU
<br />LLI
<br />U)
<br />O
<br />H
<br />U
<br />U-
<br />Q
<br />fn
<br />OF }
<br />PIPE 0
<br />J
<br />O
<br />Z
<br />U
<br />W
<br />X
<br />W
<br />a
<br />f.nWNFr.TAR FNrINFFRIN�:Q
<br />APEX
<br />tds _-6
<br />true* design studios N
<br />9000 REGENCY SQUARE BLVD.
<br />SUITE 100, JACKSONVILLE, FL 32211
<br />�IA
<br />o
<br />� Qw
<br />LL
<br />Zw
<br />J O U)
<br />L �-
<br />Q O
<br />W 0
<br />W W
<br />Vw mowN/
<br />x
<br />L
<br />z
<br />O
<br />0
<br />H
<br />a
<br />U-
<br />w
<br />Abbott Park d
<br />LOT 014-03 0
<br />w
<br />0
<br />PROJECT NO: LU
<br />2021.006632 0
<br />W
<br />DRAWN:
<br />JAR o
<br />---- -
<br />CHKD: LO
<br />Z
<br />No 85166
<br />Doq`Signed by: LT�X�,,�0 F 0 C,
<br />�,O '. 31:4671DAC F43i.. �;
<br />O R I Z
<br />F
<br />.,ass O N A` Ea���•
<br />05-18-2021
<br />W
<br />REVISIONS: w
<br />No. Description DateLU
<br />~
<br />J
<br />V/
<br />H
<br />_ O
<br />Z
<br />O
<br />0
<br />ST=2
<br />w
<br />W 0
<br />W W
<br />Vw mowN/
<br />x
<br />L
<br />z
<br />O
<br />0
<br />H
<br />a
<br />U-
<br />w
<br />Abbott Park d
<br />LOT 014-03 0
<br />w
<br />0
<br />PROJECT NO: LU
<br />2021.006632 0
<br />W
<br />DRAWN:
<br />JAR o
<br />---- -
<br />CHKD: LO
<br />Z
<br />No 85166
<br />Doq`Signed by: LT�X�,,�0 F 0 C,
<br />�,O '. 31:4671DAC F43i.. �;
<br />O R I Z
<br />F
<br />.,ass O N A` Ea���•
<br />05-18-2021
<br />W
<br />REVISIONS: w
<br />No. Description DateLU
<br />~
<br />J
<br />V/
<br />H
<br />_ O
<br />Z
<br />O
<br />0
<br />ST=2
<br />w
<br />w
<br />Abbott Park d
<br />LOT 014-03 0
<br />w
<br />0
<br />PROJECT NO: LU
<br />2021.006632 0
<br />W
<br />DRAWN:
<br />JAR o
<br />---- -
<br />CHKD: LO
<br />Z
<br />No 85166
<br />Doq`Signed by: LT�X�,,�0 F 0 C,
<br />�,O '. 31:4671DAC F43i.. �;
<br />O R I Z
<br />F
<br />.,ass O N A` Ea���•
<br />05-18-2021
<br />W
<br />REVISIONS: w
<br />No. Description DateLU
<br />~
<br />J
<br />V/
<br />H
<br />_ O
<br />Z
<br />O
<br />0
<br />ST=2
<br />w
<br />Z
<br />No 85166
<br />Doq`Signed by: LT�X�,,�0 F 0 C,
<br />�,O '. 31:4671DAC F43i.. �;
<br />O R I Z
<br />F
<br />.,ass O N A` Ea���•
<br />05-18-2021
<br />W
<br />REVISIONS: w
<br />No. Description DateLU
<br />~
<br />J
<br />V/
<br />H
<br />_ O
<br />Z
<br />O
<br />0
<br />ST=2
<br />w
<br />ST=2
<br />w
<br />
|