HomeMy WebLinkAboutFOOTING DETAILS - 22-00314 - Madison Square - 354 W Main - Condo PlatDocuSign Envelope ID: 6A94BA33-CD82-452A-A7EB-D21849FCF50F
DocuSign Envelope ID: 6A94BA33-CD82-452A-A7EB-D21849FCF50F
DocuSign Envelope ID: 6A94BA33-CD82-452A-A7EB-D21849FCF50F
DocuSign Envelope ID: 6A94BA33-CD82-452A-A7EB-D21849FCF50F
(XXXX) ABRevision
(XXXX) ABRevision
(XXXX) ABRevision
ME #: 56117
Sheet #: 1 OF 2
Date: 4-11-2022
Initial Drawing:
The electronic seal appearing on this document was
authorized by Sean M. McFarland, PE on April 11, 2022.
Client:
City/State:
Address:
REXBURG, ID
585 NORTH 2ND EAST
(55979) DS
FRANCHISE SIGNS INTERNATIONAL LLC
DENNY'S
ENGINEERING OF
VERTICAL SUPPORT AND
FOUNDATION ONLY.
NO CABINET ENGINEERING
PROVIDED OR IMPLIED.
183 Edgewater Ct
Mocksville, NC 27028
Structural Sign Design
&
Engineering Services
Ph: (281) 813-7439
Email: sean@signstructures.com
Web: www.signstructures.com
ENGINEERING OF
ATTACHMENT TO WALL ONLY.
NO CABINET ENGINEERING
OR EVALUATION OF AS
BUILT WALL CONDITIONS
PROVIDED OR IMPLIED.
(XXXX) ABRevision
(XXXX) ABRevision
(56117) ABAdded Spread Footing option:
ENGINEERING OF
VERTICAL SUPPORT AND
FOUNDATION ONLY.
NO CABINET ENGINEERING
PROVIDED OR IMPLIED.
NC Firm Registration: F-1136
Idaho License Number: 12999
Idaho Expiration Date: 12/31/2023
If It Is Determined That The Actual Frost Depth Is Greater
Than The Depth Of Any Footing Shown On This Document,
Increase The Depth Of Such Footing(s) To 6” Below The Local Frostline Depth.
4.50" Dia. - .237"
Steel Support Pipe
8.625" Dia. - .322"
Steel Support Pipe
FINAL GRADE
SIDE VIEWELEVATION
Transition: 1
OAH: 18'-6"
DocuSign Envelope ID: 6A94BA33-CD82-452A-A7EB-D21849FCF50F
(XXXX) ABRevision
(XXXX) ABRevision
(XXXX) ABRevision
ME #: 56117
Sheet #: 2 OF 2
Date: 4-11-2022
Initial Drawing:
The electronic seal appearing on this document was
authorized by Sean M. McFarland, PE on April 11, 2022.
Client:
City/State:
Address:
REXBURG, ID
585 NORTH 2ND EAST
(55979) DS
FRANCHISE SIGNS INTERNATIONAL LLC
DENNY'S
ENGINEERING OF
VERTICAL SUPPORT AND
FOUNDATION ONLY.
NO CABINET ENGINEERING
PROVIDED OR IMPLIED.
183 Edgewater Ct
Mocksville, NC 27028
Structural Sign Design
&
Engineering Services
Ph: (281) 813-7439
Email: sean@signstructures.com
Web: www.signstructures.com
ENGINEERING OF
ATTACHMENT TO WALL ONLY.
NO CABINET ENGINEERING
OR EVALUATION OF AS
BUILT WALL CONDITIONS
PROVIDED OR IMPLIED.
(XXXX) ABRevision
(XXXX) ABRevision
(56117) ABAdded Spread Footing option:
ENGINEERING OF
VERTICAL SUPPORT AND
FOUNDATION ONLY.
NO CABINET ENGINEERING
PROVIDED OR IMPLIED.
NC Firm Registration: F-1136
Idaho License Number: 12999
Idaho Expiration Date: 12/31/2023
TRANSITION TABLE
UP LP D R1 R2
4"8"1.25'1/2"3/8"
R1W
1/4"
R2W
1/4"
#
1
#
CAP RING WELD (R1W)
3"
UPPER PIPE (UP )
CAP RING (R1)
LOWER PIPE (LP )
TRANSITION
INTERIOR RING (R2)
WELDS (TYP.) - PLUG
WELD (R2W)
(4) ½" Wide x 2" Long Plug Welds (<=24" Dia.)
(6) ½" Wide x 2" Long Plug Welds (24" to 48" Dia.)
(8) 5/8" Wide x 2-1/2" Long Plug Welds (>48 Dia.)
D
1"
UNDISTURBED
SOIL
6" OF CONCRETE OR
CRUSHED CINDER BLOCKS
PLACED IN BOTTOM OF
FOUNDATION PRIOR TO
MAIN POUR
FOOTING MAY BE UP TO 6"
BELOW GRADE.FINAL GRADE
7'
-
3
"
6"
2500 PSI CONCRETE (MIN.)
TYPICAL OF ONE PIER
SCALE: 3/8" = 1'
3'-0"
FOUNDATION PLAN VIEW
6'-0"
8'
-
0
"
SCALE: NTS
#5 REBAR @ 45 DEG.
ADDITIONAL #5 REBAR
FOUR SIDES (TYP.)
#5 REBAR @ 12" O.C.
T & B, EACH WAY
3'
-
0
"
2'-0"
FINAL GRADE
FOUNDATION SECTION SCALE: NTS
3" (typ.)
6'-0"
SIGN PROFILE
3"
(
t
y
p
.
)
UNDISTURBED
SOIL
6" OF CONCRETE OR
CRUSHED CINDER BLOCKS
PLACED IN BOTTOM OF
FOUNDATION PRIOR TO
MAIN POUR
3000 PSI CONCRETE
DocuSign Envelope ID: 6A94BA33-CD82-452A-A7EB-D21849FCF50F