APPROVED BLD ENG PLN BLD2020-1414+Plan_Set+1.20.2021_2.55.35_PM+1998630PERMITTING & DEVELOPMENT
BUILDING DIVISION
121 5th Avenue N
P: 425.771.0220
www.edmondswa.gov
APPROVED BY
CITY OF EDMONDS
BUILDING DIVISION
Jan 26 2021
APPROVED
PLANS MUST BE
ON JOB SITE
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
OBTAIN ELECTRICAL
PERMIT FROM
STATE LABOR &
INDUSTRIES
APPROVAL STAMP PAGE
Work
Address
Owner
PLEASE KEEP WITH THE PLANS
City Of Edmonds
Building Department
MONUMENT SIGN
-------------- -----------------------
---------------------------------------------
23320 HIGHWAY 99
-----------------------------------------------
------------------------------------------
CHC
---------------------- ----------------
Approved Date 1 /26/2021
-
Building Official: V07LOTMOL ; w• X Ic
----------------------------------- ------
Permit Number BLD2020-1414
APPROVED BY PLANNING
Jan 27 2021
Zone ----Cc --- Corner Flag
Setbacks: Required Actual
Front
5' 5'
Sides
Rear
Other
Height
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING OWNER/CONTRACTOR IS RESPONSIBLE FOR
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY EROSION CONTROL AND DRAINAGE
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
RESUB
ENGINEERING DIVISION
Applicant shall repair/replace all
damage to utilities or frontage
APPROVED AS NOTED
Jan 20 2021
improvements in City right-of-way
per city standards that is caused or
during the
JG� ����^/e 01 /21 /2021
N
CITY OFEDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
occurs permitted project.
VV
NOTE: This Stamp page must remain with the city approved plans at all times. Failure to have this
Stamp page with the City approved plans could result in delay of the inspections including the FINAL
inspection. If lost please contact the city as soon as possible to find a solution. Thank You.
Sign 3 I Monument
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+I
T - 6" (90") Header
7'- 0"(84") Cabinet ,
±26.875" i
_11111H-a i'.0
Pharmacy
— — GRI
South Face I Scale: 3/4" = 1'
MMIIMAIN ID: Fabricate&instal IONE (1)double faced internally illuminated freestanding monumentsign
REVISION 12/02: Changed' Walk-in 'to' Walk -In '
North Face I Scale: 3/8" =1'
18"
12„
�C
SQFT:42 EnclView IScale:3/4"=1'
BERRY Crowe Building Specialty - CHIC I Site: 23320 Hwy99, Edmonds, WA98026
SIGNIINCE
1962 Sales: Ron Jacobs info@berrysign.com 7400 Hardeson Rd, Everett, WA 98203 (425) 776-8835
12"
in
Sign Body Cross Section STRUCTURE DETAIL ON PAGE 2
Grade 8, 3/8"thru bolt attachments w/steel angle pipe sockets - top/bottom w/3" steel pipe
HEADER: Aluminum fabricated, 1 "aluminum square tube frame
Routed .090"aluminum routed faces; Exteior painted PMS#308
ILLUMINATION: White SignBox dual face LEDs
NOTE: Removable top panel for service & installation
COPY & LOGO: Routed & backed with White acrylic
LOGO SWOOSHES: Digitally printed PureColor PMS#549C & PMS#1525C
OPEN/CLOSED MODULES: Qty: 2; LED switching messages'OPEN'&'CLOSED'
Dimensions:7"x 18"x2.5"(Deep) (TCL718GR-1 00-1 20v)
Mounted in D-bar framed opening, framed behind with aluminum angle
NOTE: Modules installed on a separate electrical circuit & with a remote switch
SIGN BODY:.063"aluminum brake formed side walls (c-channel shape)
RETAINER: 2" .188"structural aluminum angle, or 2" Sun extruded retainer
ANGLE CROSS SUPPORTS: 1/4"aluminum rods cross supports as needed
PAINT: Exterior painted satin Dk. Bronze, Interior painted White
TENANT FACES: White polycarbonate, QTY: 4 each side. Removable from building side
GRAPHICS: Matte Black #220-22
ILLUMINATION: Center mounted SignBox 3 White LED or PrismBeam
POLE CRADLE: 1.5" steel angle iron top & bottom.
bolted to aluminum angle frame & pole in the eld
TOP/BOTTOM PANELS:.063"aluminum at top/bottom of each face
Mounted to face of retainer & D-bar, painted cabinet color
POLE: ±3" HSS pole -VERIFY
NOTE: Pole located in cewnter of sign
POWER: Power to be brought to sign base BY OTHERS
Sign Location I Streetviewfrom North I ApproxScale: 3/32"=1,
1 of 2 200518-02 12-02-20 1 D: CS I ClientAppv.:
@BerrySign,lnc. All Rights Reserved. Unauthorized use of this artwork prohibited.
LLAppv.:
RESUB
Jan 20 2021
CITY OF E �ONDS
DEVELOPZW^ud �/�ES
DEPAR
Steel angle pipe sockets top/bottom
Grade 8, 3/8" steel thru bolt/nuts
BERRY Crowe Building Specialty - CHIC Site: 23320 Hwy99, Edmonds, WA98026
SI G N f962 Sales: Ron Jacobs info@berrysign.com 7400 Hardeson Rd, Everett, WA 98203
CONCRETE FOUNDATION & SECTION MODULUS CALCULATIONS
Job: CHC Monument
PSF EXPOSURE CHART
HEIGHT OF SIGN =
6.00
(based on 80 mph)
: (90 mph)
PSF EXPOSURE(see chart) =
30.87
------> HT ABOVE EXP "B"
EXP "C"
: EXP "C"
AREA OF SIGN =
45.00
GRND FACTOR
FACTOR
FACTOR
ESTIMATE BASE SIZE:
0'- 15' 14.24
24.34
30.8672
LENGTH =
3.00
16'-20' 15.38
25.94
32.9056
WIDTH =
3.00
21'-25' 16.53
27.32
34.6528
HEIGHT TO CENTER OF WINDLOP =
3.00
26'-30' 17.45
28.24
35.8176
ESTIMATED DEPTH OF HOLE =
3.75
31'-40' 19.29
30.08
38.1472
41'-60' 21.81
32.83
41.6416
CONCRETE BASE CALCS:
P= 1389.024 "D" MUST BE EQUAL OR LESS THAN THE ESTIMATED
B= 4.242640687 DEPTH OF THE HOLE.
H= 3 FORMULAS:
S1= 499.9875 P= PSF (SEE CHART A) x AREA OF SIGN= POUNDS(/2 if dbl pole)
A= 1.5323 B= LENGTH + WIDTH = FEET B=DIAM. AUGERED HOLE
D= 3.1321 H= HEIGHT TO CENTER OF WINDLOAD =FEET
S = 1/3 x 200 PSF x 2 x EST. DEPTH OF HOLE= POUNDS
(or 133.33 x EST. DEPTH OF HOLE)
A= 2.34 x P =FACTOR
S1 x B
D= A x (1 + 1 + 4.36 x H )=DEPTH OF HOLE IN FEET
2 A
THE ABOVE CALCULATIONS ARE BASED ON SOIL LATERAL BEARING OF 200 LBS
PER SQUARE FOOT OR BETTER.
SECTION MODULES CALCS:
M= 4167.07
Sx= 2.3499 (section modulus)
FORMULA:
P= SAME AS ABOVE "P"
H= SAME AS ABOVE "H"
M= P x H= FOOT POUNDS
Sx= Mx12 = Mx12 =IN
1.33 x 16 x 1000 21280
PIPE OR TUBE SIZE MUST BE GREATER THAN OR EQUAL TO
THE CALCULATED SECTION MODULUS.
1 of 2 200518-02 12-02-20 1 D: CS I ClientAppv.:
(425)776-8835 @BerrySign,lnc. All Rights Reserved. Unauthorized use of this artwork prohibited.
RESUB
Jan 20 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
LLAppv.:
UL\ZV LISTED
Site Map
+1
1EM
— = - �74'SetBack
_ — 87' Set Back
Existing curbing
I
' �:,,.1�� -► - - - - a 5' Set Back
Site Vicinity Map
.- -r .- - - •-__�
F
A
BERRY Crowe Building Specialty -CHIC I Site 23320 Hwy 99, Edmonds, WA 98026 2 of 2 200518-02 12-29-20 1 D:CS I ClientAppv.:
SIGNIINC
i962 Sales: Ron Jacobs info@berrysign.com 7400 Hardeson Rd, Everett, WA 98203 (425) 776-8835 @ Berry Sign, Inc. All Rights Reserved. Unauthorized use of this artwork prohibited
SCALE: ±1" = 40'
RESUB
LL Appv.: Jan 20 2021
CITY OF ED S
DEVELOPMENT
DEPARTME T