HomeMy WebLinkAboutSign CalculationsDocusign Envelope ID: 579B8A6C-A69A-4CB0-8EE3-24C312A32CA4
Docusign Envelope ID: 579B8A6C-A69A-4CB0-8EE3-24C312A32CA4
Docusign Envelope ID: 579B8A6C-A69A-4CB0-8EE3-24C312A32CA4
Docusign Envelope ID: 579B8A6C-A69A-4CB0-8EE3-24C312A32CA4
20" Dia. - .500"
Steel Support Pipe
10.75" Dia. - .365"
Steel Support Pipe
8.625" Dia. - .322"
Steel Support Pipe
Transition: 1
OAH: 32'-6"
Transition: 1
OAH: 38'-0"
FINAL GRADE
ME #: 67784
(XXXX) ABRevision
(XXXX) ABRevision
(XXXX) ABRevision
(XXXX) ABRevision
183 Edgewater Ct
Mocksville, NC 27028
Structural Sign Design&Engineering Ser vices
Sheet #: 1 OF 2
Date: 8-2-2024
The electronic seal appearing on this document was
authorized by Sean M. McFarland, PE on August 2, 2024.(67784) DBInitial Drawing:
Client:
City/State:
Address:
LITTLE ROCK, AR
1000 RODNEY PARHAM RD
ALLEN INDUSTRIES
TROPICAL SMOOTHIE
CAFÉ #AR-014 Ph: (281) 813-7439
Email: sean@signstructures.com
Web: www.signstructures.com
ENGINEERING OF
VERTICAL SUPPORT AND
FOUNDATION ONLY.
NO CABINET ENGINEERING
PROVIDED OR IMPLIED.
ENGINEERING OF
VERTICAL SUPPORT AND
FOUNDATION ONLY.
NO CABINET ENGINEERING
PROVIDED OR IMPLIED.
NC Firm Registration: F-1136
Arkansas License Number: 12317
Arkansas Expiration Date: 12/31/25
OPTION:
24" Dia. - .375"
Steel Support Pipe
Docusign Envelope ID: 579B8A6C-A69A-4CB0-8EE3-24C312A32CA4
3/16"
3/16"
1-3/8" Dia. Hole
for 1-1/4" Dia. Bolts
1-1/4" Thick Steel Plate 16"12" c.c.12" c.c.TRANSITION: 1 TOP MATCH PLATE DETAIL
16"
1"=1'-0"
A307 Bolts
A36 Steel Plate
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"
TRANSITION TABLE - SUPPORT OPTION: 1
UP LP D R1 R2
10.75"20"2.5'3/4"1/2"
R1W
5/16"
R2W
5/16"
#
2
#R2(DIA.)
18.75"
R1(DIA.)
21"
3/16"
3/16"
1-3/8" Dia. Hole
for 1-1/4" Dia. Bolts
1-1/4" Thick Steel Plate 16"12" c.c.12" c.c.TRANSITION: 1 BOTTOM MATCH PLATE DETAIL
16"
1"=1'-0"
A307 Bolts
A36 Steel Plate
FOUNDATION PLAN VIEW
8'-0"16'-0"#7 REBAR @ 45 DEG.
ADDITIONAL #7 REBAR
FOUR SIDES (TYP.)
SCALE: 1/4"=1'
#7 REBAR @ 12" O.C. MAX.
T & B, EACH WAY
3'-6"3'-6"
FINAL GRADE
FOUNDATION SECTION
3000 PSI CONCRETE
SCALE: 1/4"=1'3" (typ.)3" (typ.)
8'-0"
6" OF CRUSHED CONCRETE
BLOCK PLACED IN BOTTOM
OF FOUNDATION PRIOR TO
MAIN POUR
UNDISTURBED
SOIL
SIGN PROFILE
ME #: 67784
(XXXX) ABRevision
(XXXX) ABRevision
(XXXX) ABRevision
(XXXX) ABRevision
183 Edgewater Ct
Mocksville, NC 27028
Structural Sign Design&Engineering Ser vices
Sheet #: 2 OF 2
Date: 8-2-2024
The electronic seal appearing on this document was
authorized by Sean M. McFarland, PE on August 2, 2024.(67784) DBInitial Drawing:
Client:
City/State:
Address:
LITTLE ROCK, AR
1000 RODNEY PARHAM RD
ALLEN INDUSTRIES
TROPICAL SMOOTHIE
CAFÉ #AR-014 Ph: (281) 813-7439
Email: sean@signstructures.com
Web: www.signstructures.com
ENGINEERING OF
VERTICAL SUPPORT AND
FOUNDATION ONLY.
NO CABINET ENGINEERING
PROVIDED OR IMPLIED.
ENGINEERING OF
VERTICAL SUPPORT AND
FOUNDATION ONLY.
NO CABINET ENGINEERING
PROVIDED OR IMPLIED.
NC Firm Registration: F-1136
Arkansas License Number: 12317
Arkansas Expiration Date: 12/31/25
TRANSITION TABLE - SUPPORT OPTION: 2
UP LP D R1 R2
10.75"24"3.0'1"5/8"
R1W
5/16"
R2W
5/16"
#
2
#R2(DIA.)
23"
R1(DIA.)
25"
Docusign Envelope ID: 579B8A6C-A69A-4CB0-8EE3-24C312A32CA4