APPROVED PLN BLD-BLD2022-1725+Plan_Set+12.19.2022_11.13.05_AM+3275755DIGITAL MENU BOARD
JOB SCOPE
REMOVE EXISTING MENU
AND REPLACE WITH NEW
MENU
City Of Edmonds
Building Department
---------------------
Work (2) MENU BOARDS
r--------
Address 22519HWY99
Owner r BIG FOOT JAVA
Approved Date: 12/299//22022� p/
Building Official' /LeµjK [)�pOINI`/6GQ
PermitNumber BLD2022-1725
OBTAIN ELECTRICAL ALL WORK SUBJECT
PERMIT FROM TO FIELD
STATE LABOR & INSPECTION FOR
INDUSTRIES CODE COMPLIANCE
APPROVED
PLANS MUST BE
ON JOB SITE
NEW PROPOSED MENU SCALE: 1/2"=1'
74.96
3"
72"
50.16
M
DISPLAY SF=20.4
Sign Design Based On 2018 WSBC12018 IBC
SLOPE TOP TO
SHED WATER
•' FINISH GRADE 4"
A
set 4
• UNDISTURBED SOIL
•
t ; 4 •.
4 a
• ! (4) 3/4" DIA- X 36" LONG GRADE 5 (70 KSI
4 4 MIN YIELD STRENGTH) ANCHOR BOLT
WITH DOUBLE NUTS EMBEDDED BOLTS
x 4 ON 8" X 8" SQUARE PATTERN
• r •
• 4 •
4 �
w 4 4
• (4) #6 VERTICAL BAR EQUAL
•� SPACED ON 18" DIA CIRCLE
•' 4. ,44 (10) #3 TIE, 18" DIA. CIRCLE
1•
' ••4 (3 TIES IN TOP 5")
44• a MAINTAIN 3" COVER
• f
'• f � 4 4
r .
4 j i
• w
24„
(DIAMETER CONCRETE
FOUNDATION
ADVANCED
SIGN & LIGHTING
INSTALL.- MANUFACTURE • REPAIR
1 37th St. NW
Auburn, WA 98001
Phone:253-987-5909
advancedsignandlighting.com
BIG FOOT JAVA
22519 HWY 99
EDMONDS, WA 98028
Date: 3/15/22
Salesperson: TL
Coordinator: TL
Designer: JT
Scale: NTS
Revisions
0 0
0 0
CUSTOMER APPROVAL
Customer Signature Date
COPY, COLORS & SIZES
ASL does NOT provide primary
electrical to sign location -
RESPONSIBILITY OF OTHERS!
Customer Signature Date
This design is the exclusive property of ASL
and cannot be reproduced in whole or in part,
without their prior written approval
File Name:
Page:1
Of: 2
RECEIVED
Dec 20 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
REVISIONS
DATE - PAGES - CHANGES
EV1
EV2
EV3
EV4
EV5
INC.
BULLETIN
180 Nickerson St.
Suite 302
Seattle, WA 98109
(206) 285-4512(V)
(206) 285-0618(F)
Date: June 8, 2020 Number:CTE - 01 Project #:03096
Project Name: Bigfoot Java Attached: n/a
Subject: New Digital Menu Boards
Drawings Affected:
Description/Action:
This bulletin provides design clarifications and/or variation requests for the `Bigfoot Java' projects located in
Washington State.
We understand Bigfoot Java would like to install new digital menu boards at several locations around
Washington State. We have reviewed the intended menu board and the suggested/proposed foundation
design.
Given the need for this foundation to work for all locations, we have used minimum soil parameters given in
the IBC and the appropriate Wind (controls over seismic in this case) parameters giving in the ASCE 7.
We have concluded that the proposed foundation detail (see attached) is the correct design for proper support
of the menu boards given the design needs.
REVISED 04.19.2022:
CT Engineering Update to Current Code
No change required for building code
update.
CALL WITH ANY QUESTIONS
Issued by: Tyler Wandschneider, PE Date: June 8, 2020
Distribution:
Mike Bailv
04/19/2022
Structural Engineers WA03096 Bigfoot Java\_Construction\Bulletins\CTE #01 - New Menu Foundations\03096 Bigfoot
Java - 2020.06.08 - CTE #01 - New Digital Menu Foundation.docx
RECEIVED
Dec 20 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
2 Panel MENU BOARD FOUNDATION
REVISED 04.19.2022:
CT Engineering Update to Current Code
16"
7
5"
SLOPE TOP TO
SHED WATER
3° FINISH GRADE 4
M��
UNDISTURBED SOIL
a
(4) 314" DA. X 36" LONG GRADE 5 (70 KSI
10,
MIN YIELD STRENGTH) ANCHOR BOLT
I
WITH DOUBLE NUTS EMBEDDED BOLTS
ON S" X S" SQUARE PATTERN
72"
a �
�'
+.
{4} #& VERTICAL BAR EQUAL
� •
;
SPACED ON 18"DIA CIRCLE
•'
(10) 43 TIE, 18" DIA. CIRCLE
��
(3 TIES IN TOP 5")
.'�
MAINTAIN 3" COVER
e .
I
3" Y....-
,....
,
I
24"
OIAMEfER
CONCRETE
FOUNDATION
PEERLESS INDUSTRIES,INC_
oeerlesso2300 WHITE OAK CIRCLE
AURORA, IL 60502
sizz B ENG. PROJ. NO. �7
A r0
SCALE 1
NOT TO SCALE
DESIGN PARAMETERS:
2018 INTERNATIONAL BUILDING CODE
ASCE 7-16
BASIC WIND SPEED =110 MPH
WIND IMPORTANCE FACTOR 1.0
WIND EXPOSURE C
FOUNDATION:
ASTM A615 GR 60 RE BAR
3000 PSI CONCRETE @ 28 DAYS
CLASS 5 SOIL
1500 PSF SOIL BEARING
100 PSRLF SOIL LATERAL BEARING
UNDISTURBED SOIL
04/19/2022
NOTE: THIS DRAWING SHALL BE USED FOR GENERAL REFERENCE ONLY.
IT IS THE RESPONSIBILITY OF THE INSTALLER TO VERIFY THATALL STATE
PRTIDWG NO AND LOCAL CODESARE MET. CONTACTLOCAL MUNICIPALITY FOR DETAILS.
PRIOR TO INSTALLATION, IT IS THE INSTALLERS RESPONSIBILITY TO
SHEET CONTRACT WITH DESIGN PROFESSIONAL TO ENSURE THATALL STATE
1 OF 1 AND LOCAL CODES ARE MET.
RECEIVED
Dec 20 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
INC.
Project:
Date:
180 Nickerson St. Suite 30',
Seattle, WA 98109
(206) 285-4512
Menu Size
Ascreen:=60 in•55 in=23 ft2
Min wind:
F.:=16 psf •Ascreen=367 1bf
Kz := 0.85 V :=110
Kzt :=1.0
Kd := 0.85
F.U1z := qz = 23 psf
Fw := Fwz • Ascreen = 531 1bf
Min Seismic
ap:=2.5 5DS:=1.0
Rp:= 5.0 Ip:= 1.0
hF:= 52 in
qz:=0.00265 psf •Kz•Kzt•Kd•V2 =23 psf
Wp:=287 1bf
z := 0 in h := 75.5 in
0.4•ap•5DS•Wp z
Fp:= R 1+2• h =57.4 1bf
p
Ip
1807.3.2.1 Un-Constrained Post Embedment Deptl
d = 0.5 •A • 1 +FI+(4.36 1 Top Un-Restrained formulz
b:=2
ft
h:=52
in
P:=F,,
51:=191.67
psf
A:=
2.34 • P
51•b
(At a 5ft depth)
d:=0.5•A• 1+CI+.36 X
04/19/2022
d= 70.26 in Say 6ft Use a post embedment of 2ft dia with a 6ft depth.
Foundation - Outdoor Menu Board.mcd)(
RECEIVED
Dec 20 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Page 1 of 1
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