BLD201907380� El)) /-VO
CITY OF EDMONDS
121 5TH AVENUE NORTH -EDMONDS, WA 98020
PHONE: (425) 771-0220 - FAX: (425) 771-0221
STATUS: ISSUED Oi/W2019 Perrnit#: BLD20190738i
Expiration Date: 07/11/2020
Parcel No: 27042900306000
Project Address: 22130 IRGHWAY 99, EDMONDS
DOUGS MAZDA MEYER SIGN COMPANY INC MEYER SIGN COMPANY INC
C/O F DOUGLAS IKEGAMI CIO KENNETH HITT C/O KENNETH HITT
22130 HWY 99 2608 HWY 99 SO 2608 HWY 99 SO
EDMONDS, WA 98026 MOUNT VERNON, WA 98273 MOUNT VERNON, WA 98273
(360) 424-1325 (360) 424-1325
LICENSE #- MEYERSC83238 EXP:07/01/2021
JOB DESCRIPTION
REMOVING ALL EXISTING SIGNAGE. INSTALL 3 NEW WALL SIGNS AND I FREESTANING SIGN.
VALUATION: $0
PERMIT TYPE- Commercial
PERMIT GROUP: 63 - Sign
GRADING: N CYDS: 0
TYPE OF CONSTRUCTION:
RETAINING WALL ROCKERY:
OCCUPANT GROUP:
OCCUPANT LOAD:
FENCE: 0 X 0 FT.)
CODE:
IOTHER: ------- OTHER DESC:
I ZONE: CG
INUMBER OF STORIES: 0
1 VESTED DATE:
INUMBER OF DWELLING UNITS: 0
ILOT #.
LXISTING ARIA
0 1 ST FLOOR: 0 2ND FLOOR: 0
PROPOSED AREA
1 BASEMENT: 0 1 ST FLOOR 0 2ND FLOOR: 0
13 RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0
13 RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0
1BEDROOMS: 0 BATHROOMS: 0
BEDROOMS: 0 BATHROOMS: 0
REQUIRED: E 5 PROPOSED: 7 REQUIRED: PROPOSED: IREQUIRED: PROPOSED:
HEIGHT ALLOWEDA4 PROPOSEDA4 �REQUJRED: PROPOSED I
SETBACK NOTES: Through lot on Highway 99 and 76th Ave. W. AlloAed up to 5 signs. East and north (and mest actually) are qualif�'ing frontages.
East gets 146 sf & North 1] 2 sf.
4 illuminated signs:
1) East Wall - 51.19 sq. ft.
2) East Wall - 63.73 sf
3) East Wall - 15.31 sf
4) Freestanding (N/S) - 28A6 sf
Acdxvt� IILD20171119
PERMIT APPROVAL
I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY, NO
PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION
INSURANCE AND RCW 18:27.
THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPLITY AND ALL FEES ARE PAID-
= FIRE = APPLICANT = ASSESSOR WV � crlry
Print Name Date
-1- 11. J% �� D v-" V"
ReleAsed By
Date
ATTENTION
IT IS UNLAWFUL 10 USE OR OCCUPY A BUILDING OR STRUCT'URE UNTIL A FINALINSPECT[ON HAS BEEN MADE AND APPROVAL ORA CERTIFICA'11- OF
OCCUPANCY HAS BEEN GRANTED, UBC109/ IBCI 10/IRCI 10,
STATUS: ISSUED BLD20190738
I CONDITIONS
• Afl new, extended, re -built or relocated electrical utility and/or service shall be placed underground.
• Final approval on a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of
the building or structure. Check the job card for all required City inspections including final project approval and final
occupancy inspections.
• Any request foralternate design, modification, variance or other administrative deviation (hereinafter "variance") fi-om
adopted codes, ordinances or policies must be specifically requested in writing and be called out and identified. Processing
fees for such request shall be established by Council and shall be paid upon submittal and are non-refundable.
Approval of any plat or plan containing provisions which do not comply with city code and for which a variance has not been
specifically identified, requested and considered by the appropriate city official in accordance with the appropriate provision
of city code or state law does not approve any items not to code specification.
Sound/Noise originating from temporary construction sites as a result of construction activity are exempt fromthe noise limits
of ECC Chapter 5.30 only during the hours of 7:00am to 6:00pm on weekdays and 10:00am and 6:00pm on Saturdays, excluding
Sundays and Federal Holidays. At all other times the noise originating from construction sites/activities must complywith tile
noise limits ofChapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120.
0 Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to indemnify defend and hold
harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of
whatever nature, arising directly or indirectly fi-omthe issuance for this permit. Issuance ofthis permit shall not be deemed to
modify, waive or reduce any requirements of any City ordinance nor limit in any way the City's ability to enforce any ordinance
provision.
0 1) No commercial sign shall be illuminated after 11:00 p.n-L unless the commercial enterprise is open for business and then may
remain on only as long as the enterprise is open.
a
I INSPFJCIIONS
THIS PERMITAUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY
CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT
TIME LIMIT: SEE ECDC 19.00.005(A)(6)
TO SCHEDULE INSPECTIONS
BUILDING
ENGINEERING (425) 771-0220 EXT. 1326
1. Go to: www.edmondswa.gov
Building Department Inspections
2. Then: Services
are now scheduled online. If you
FIRE (425) 775-7720
3. Then: Perm its/Developm ent
have difficulties, please call the
4. Then: Online Permit Info
Building Department front desk for
PUBLIC WORKS (425) 771-0235
5: If you don't ha\,e one already, create a
assistance during office hours.
login (upper right hand comer)
(425) 771-0220
RECYCLING (425) 275-4801
_6: Schedule your inspection I
When calling for an inspection please leave the following information: Permit Number, Job Site Address, Type of Inspection
— being requested, Contact Name and Phone Number, Date Preferred, and whether you prefer morning or afternoon.
• B-Setbacks
• B-Footings
• B-Building Final
• B-Other
. 0C. 1 ?,9-
BUILDING PERMIT OfficeUseOnly
APPLICATION Permit #:
'UV'U w1jillu" V1 V %,,go
Building Division
121 5th Ave N / Edmonds, WA 98020
425.771.0220
For handouts, submittal requirements, permit status and inspection
scheduling information go to: www.edmondswa.gov.
PLEASE NOTE., Intake appointments are required for New Single Family
Residences, Large Additions, ADU's, New Commercial, and Major Tenant
Improvement application submittals. If plans are prepared by a profession-
al, electronic files are requested in addition to the hard copies. Please bring
electronic files on a flash drive or coordinate for electronic transfer.
Please call 42S-771-0220 to schedule an intake appointment!
JOB SITE INFORMATION/LOCATION: (Where the work is taking place)
Job Site Address: 2ZI 3c) ovv�-(
Parcel: 2, :7W 2 90 0 300 000
Lot /Unit/Suite #: Subdivision:
PROPERTY OWNER:
N am e: IUYA "w C +-1 r
i I qq
Mailing Address: C) AAJA
q800Z
City/State/Zip:
Phone #:
Email
OWNER INSTALLATION: *If yes, read and sign*
Will work be performed by the property owner? El Yes ZINO
I own, reside in, or will reside in the completed structure. This
installation is being made on property that I own which is not
intended for sale, lease, rent, or exchange according to RCW
18.27.090.
Owner Signature:
APPLICANT/ CONTACT INFORMATION: CNIL
Name of Applicant:wa(�� e, I'Ar\Aq kA, v�k 1, Qupv
Mailing Address: 7,40) Avw 90( "5-
City/State/Zip:LtDuv�v
Phone #: :�110 - L-i 2-4 -13
E-mail: WVeA ECS14"' ('Q(\&
GENERAL CONTRACTOR: (if different from applicant)
General Contractor: X1 '31 A 1A U cy\
Mailing Address:
City/State/Zip:901wk Nocl�mj �Nt
Phone #: 5 0 0 - LA VJ - k;5,25
E-mail:
STATE UBI #: 1yog— 0g5- 05LI
CITY OF EDMONDS BUSINESS LICENSEM
WA STATE CONTRACTOR L & I #: (CCB) & EXPIRATION DATE:
M 1�-A I V-.V_Sr.q, _�' 6 �� S -7 1 -7,0'Z,, I
TYPE OF PERMIT (Provide Details on Page 2)
• Accessory Structure/ 0 Addition
Detached Garage
• Demolition
0 Mechanical
11 New Single Family / Duplex
0 Plumbing
El Fire Sprinkler
0 Remodel
El New Commercial/ Mixed Use
0 Re -Roof
Iscsigns
0 Tank
El Tenant Improvement
El Other
Remodel Permit fees are based on:
The value of the work performed. Indicate the value (rounded to
the nearest dollar) of all equipment, materials, labor, overhead,
and the profit for the work indicated on this application.
Valuation: 000. DO
PROPOSED NEW SQUARE FOOTAGE FOR THIS APPLICATION
Basement sq ft: Finished 0 Unfinished 0
Ist Floor, sq ft:
2nd Floor, sqft:
Garage/Carport:, sq ft:
Deck/Covered Porch/Patio:
Other sq ft:
PROJECT DESCRIPTION
(4 I-\
WAkk SlAyl
V'i I 1-(A (\ L4 I V k A-ri
L I
I certify that the information I have provided on this form/application is true,
correct and complete, and that I am the property owner or duly authorized
agent of the property owner to submit a permit application to the City of
Edmonds.
Print NameC
C
Signatur Date
REVERENCE ENGINEERING
STRUCTURAL ENGINEERING SERVICES
STRUCTURAL CALCULATIONS
for
Mazda Pylon
at
22130 Highway 99
Edmonds, WA
Prepared for:
AGI
Package Type: Project #:
Initial Submittal 1905086
DESIGN SPECIFICATIONS DESIGN LOADS
1 Washington btate Building ::vv1n0:: Tit = 717—m-T-
2 ASCE 7-10: Minimum Design Loads for Buildings and Other Structures Exposure: C Vesd = 85 mph
3 ACI 318-14: Building Code Requirements for Structural Concrete ::Ground Snow Load: Pg � 15 psf
4 ANSI/AISC 360-10: Specification for Structural Steel Buildings
RECEIVED
JUN 18 2019
cliq BUILDING
JL00--A0%q--Cn-1&
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Project #: Mazda Pylon REVERENCE
1905086 22130 Highway 99, Edmonds, WA REENGINEERING
WIND LOADS ON OTHER STRUCTURES AND BUILDING APPURTENANCES PER CHAPTER 29
V =
110
mph
Basic Wind Speed
S/h =
0.988 -
Cabinent to Overall Height Ratio Exposure Category:
h =
14.17
ft
Average Height
B/s =
0.6 -
Cabinent Width to Height Ratio
s =
14
ft
Vertical sign dimension
Zo =
900 ft
Terrain Exposure Constant [Table 26.9-1]
6 =
8.406
ft
Horizontal sign dimension
o =
9.5 -
Terrain Exposure Constant (Table 26.9-1)
E =
100%
-
Solid to Gross Area Ratio (porosity)
Kd =
0.85
Directionality Factor [Table 26.6-1 J
FoS
b�_
Add'l. FoS applied to p,
K�t =
I
Topographic Factor [26,8.2)
IF two poles, spacing:F5-9
478 ft [0 for one pole)
G =
0.85 -
Gust Effect Factor [26.9.11
0.213 =
L7 99�ft Case 8 Offset
Distribution Factor: 0.783 - (Fraction of sign load that must be attributed to each pde, if more than one is present)
Figure 29.4-1 Cf Cases A& B
0
Aspect Ratio bis
0,05
0.1
0.2
0.5
1
2
4
5
10
20
30
45
1.00
1.80
1.70
1.65
1.55
1.45
1.40
1.35
1.35
1.30
1.30
1,30
1.30
0.90
1.85
1.75
'=
1.70
IM
1.55
1.50
1.45
1,45
1.40
1.40
1.40
1.40
0.70
1.90
1.85
='
1.65
-TW
-TW
-TW
=5
1.55
i=5
1=1=1=
77F
1.70
1.75
0.30
1.95
1.90
1.85
1,80
1.80
1.80
1 1.80 1
1.80
1 1.80
1 1.85
1 1.85
1.85
0.20
1.95
au
1.80
1.80
1.60
1.80
1.85
1.90
1.90
1.95
0.16
1.95
1.90
1 1.85
1 1.85
1 1.80
1.80
1.85
1.85
1.85
1.90
1.90
1.95
h = Cumulative Height to top of section
z = Centroid of Section Height
SIGN BUILD
llllllllllllllgl �'q
11:1 �Zmel IFM gw=
Cf = 1.537 -
Force Coefficient [Figure 29.4-1)
K, = Velocity Pressure Exposure Coefficient
qh = Velocity Pressure (pso q, = 0.00256*Kd*K,*K,t*V 2
p = Design Wind Pressure (psf) p = qh*G*Cf
[Table 29.3-1
[Eqn 27.3-1]
[Eqn 29.4-11
a 0
4:
MeT
Mee WilFre'URN
*
=M i
H_=__fU7_k____0vera1l
height check
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Project #: Mazda Pylon REVERENCE
1905086 22130 Highway 99, Edmonds, WA REENGINEERING
SPLICE (OR SECTION) LOADS
Moments include an additiFnal 10% per 29.4.1 it slh=1
CAST -IN -PLACE PIER DESIGN Primary
b = ft Footing diameter*
M� = [ ;; k-ft Moment at grade V� =rT7qk
M, = 7,391 k-ft Service M (0.6*M,) Vs = 1.047 k
s = 150 psf/ft Lateral Bearing per IBC Table 1806.2
s'= 400 psf/ft Increased per IBC 1806.1 & 1806.3.4
ITERATION PER ISC 1807.3.2.1
h = 7.06 It S1 = 614.6 Psf
d = 4.61 it A= 1.727 ft
HSS SQJRECT. TUBE FLEXURE CHECK
M� = 12.3 k-ft Design Moment
D=
1
in
Member depth
B=
4
in
Member width
tnom�
0.188
in
Member thickness
F, =r-4-61ksi
Mbr. Yield Stress
Soil Class:
Shear at grade W = 1.3 Per IBC 1605.31;ij
Service V (0.6*V,) P = 1361 lb Lateral Wind Force
DESIGN RESULTS
MIN. PIER DEPTH: 4 ft and 8 in Ratio
MIN. PIER DIAMETER*: 3 ft and 0 in 1,555555556
*Also refers to diagonal of a square or rectangle
t,. =
0.174 in
Mbr. thickness (design)
R
0.349 in
Corner Radii (2*�.)
A,
0.287 in 2
Area of Corner Radii
YR
0.173
Corner Radii C.O.G.
Z,.
14.59 in'
Plastic Section Modulus
M,, =
55.91 k-ft
Nominal Yield Moment
9b =
0.9 -
Strength Reduction Factor
On =
50.32 k-ft
Yield Moment Capacity
D/C :
0.245 OK
Demand: Capacity
STEEL PLATE SQUARE POST, SQUARE PLATE UNIAXIAL BENDING Base Plate
Mo = 12.3 k-ft Design Moment Tgrpi = 12.32 kip Group Tension F, =F767ksi Plate Yield
b = 15 in Plate width mu'pl = 12.32 k-in Plate Moment t = in Plate thickness
edge = 1.5 in Bolt Edge Distance Z = I in 3 Plastic Section Modulus n = 2 # T fasteners
d = 10 in Tube Depth Mn = 36 k-in Nominal Yield Moment
Sb = 12 in Fastener spacing % = 0.9 - Strength Reduction Factor
arm = I in Plate Sending Arm On = 32.4 k-in Yield Moment Capacity
beff = = in Bending Width Override Fastener Tu = 6.2 kiP(LRFD)
b�ff = 4 in Effective Bending Width D/C: 0.38 OK x.6 = 3,7 kiP(ASO)
F11554 ANCHOR ROD (STEEL) CHECK
T, =
6.2
kip
Rod Tension
Fu =
58 ksi
VL, =
0.872
kip
Rod Shear
Fy =
36 ksi
d_d =
—6-
.75
in
Rod diameter
Aod
0.442 in2
GR.:
36
-
Rod Grade
Z =
0.07 in'
, x
PROUTPAD
Ultimate Strength
P., =
15.9 kip
Vn =
9,543 kip
Yield Strength
9 =
0.75-
� =
0,75-
Area of Rod
q)P. =
11.93 kip
TV,, =
5.726 kip
Plastic Section Modulus
D/C :
0.516 OK
DIC :
0.152 OK
COMBINED:
DIC:
0.201 OK
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I
Project #: Mazda Pylon REVERENCE
1905086 22130 Highway 99, Edmonds, WA REENGINEERING
PIER ANCHOR ROD EMBEDMENT SQUARE PLATE W/ (4) ANCHOR$
D =
3.00 It Pier Diameter 36 In
db = 0.625 in Ver. Rebar Diam.
8b =
12.00 in Fastener spacing
= 2500 psi Conc. 28-day Comp. Strength
#
5 'Vert. db = 0.625 in Ab = 0.307 sqin
= 60 ksi Rebar Grade (Yield)
#
4 'Ties db = 0.5 in Ab = 0.196 sqIn
A= 1 - Lightweight Modification Factor
CC6d.:
3 in Side Clear Cover
4J. = 1 - Epoxy Modification Factor
Cct,:�721in
Top Clear Cover
ip, = - Cover Modification Factor
tPr = Confining Modification Factor
Vert. Rebar circle diam: 28.38 in
Wt Casting Modification Factor
A.B. circle diam: 16.97 in
Gap: 5.702 in
------------- -----------------------
b*(fyWip.ip,)/(50Kq(f�'))
Tensile Breakout plane: 35 deg
ldh max I
8*db 15 In
Vertical add: 3.993 in
6
. .... . ........... . .................
.. ---- ... . ......... . . .............. . ....... ................ ....... . . ..........
d *(fyqh%)/(25AV(f,))
b
For Straight Rebar
Id max(
30 in
12
Rebar-A.B. lap: 33.99 in
. ........
..... . . ......... . ...... ...................... ----J
Embed Yo washer: 36.0 in
AP = 7.069 sqft
Pier Area
EMBED TO USE: 36 in
= 1018 sqin
Pier Area
For Rebar w/ Hooks @ Top:
x 0,005
Required Reinforcement Ratio
Rebar-A.B. lap: 17 in
5.089 sqin
Required Reinforcement Area
Embed Yo washer: 21,0 in
EMBED TO USE: 24 in
USE: 17 (min.) #5 VerL Bars
CIRCULAR PIER DESIGN w/ SMALL AXIAL
D = = ft Pier Diameter
CC,id,,: 3 in Side Clear Cover
# 5 ' Vert. db = 0.625 in Ab = 0.307 sqin
CITY: 17 Bars
A. = 5.22 sqin (P = 0,9 -
Mn = 4694 kip -in On = 4225 kip
= 391 ldp�-ft = 352 kip-ft
M� =r —12-1k-ft
f,,, =rSMIpsi Conc. 28-day Comp. Strength
f, =r-601ksi Rebar Grade (Yield)
DIC: 0,035 OK Demand: Capacity
)) O.K. to reduce lap proportionately based on capacity usage. Do not decrease less than 50% of required embedment and lap per
above.
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Project #: Mazda Non REVERENCE
1905086 22130 Highway 99, Edmonds, WA M 1: ENGINEERING
SPREAD FOOTING CALCULATION FOR STEEL BASE PLATE ON CONCRETE
Alt, Foundation #1
FUOTINU PARAMETERb: INITIAL RONFORUEMENT:
L = 5 ft Width (perp to sign face) #r-67 bars
MATERIAL
f,' =
FRUPERTIEb:
2500 psi Concrete Comp. Strength
B =
,
9
ft Length (parallel to sign face) db = 0.75 in
Bar diameter fy =
60
ksi Rebar Yield Strength
H =
36
2
in Footing Depth Ab = 0,442 in
Bar area E =
29000
ksi Modulus of Elasticity
HS
0
in Depth of soil above CC =11 13 lin
Clear Cover Yc =
145
pcf Concrete Specific Weight
d
0
in Member depth
ys =
75
pcf Soil Specific Weight
b=�
01
in Base Plate depth M 0 in
A4
I-
Lt Wt Agg Factor
LOAD
PARAMETERS:
Mu
.6
k-ft Moment at grade M, = 14.78 k-ft Service M (0.6*M,) CONCRETE VOLUME (GROSS PAD ONLY)
V , :
3.49
k Shear at grade Vs = 2.093 k Service V (0.6*M,)
135 ft3
Pu =90
lb Axial at grade P, = 800 lb Service P (Pu/1.2)
5 yd
SOIL PROPERTIES
2
qa =r7 mopsf Af = 45 ft
Footing Area
x"Te- If = 93.75
Footing Inertia
qa' = 2660 psf
ASD ALT LC #7 - D + 0.13W
ASID LC #7 -.61) + 0.6W LRFD LC #4 - 1.21) + W
W 1.3-
MOT= 21.06 k-ft
qu,+ = 1200 psf
qa' 2660 psf
MR= 30.56 k-ft
qu, = -114 psf
q,,+ 965.2 psf BEARING: OK
OVERTURN: OK
s/ope = -263 IbIft
qs,� -495 psf UPLIFT: Yes
FLEXURAL CRITICAL SECTION (BOTTOM FLEXURAL REBAR)
L'= 2.5 ft t = 0,491 in t =
0.446 in
Recfd Steel per ft. 0.03 in 2
q. = 543 psf K = 0.246 in A'=
0.223 in
Bar Spacing: 18 in
M = 27.6 kiP-ft Mn 405.8 k-in M.
368.3 k-in
OVERRIDE r-72-lin
331.2 k-in q) 0.9- (P
0.9 -
L----J
Available width: 101.3 in
ds = 32.63 in On 365.2 k-in On
331.4 k-in
# Bars 9-
A = 3.263 in D/C: 0.907. D/C:
1,00 -
Balance Ea, End: 6 in OK
2
(f = 0.9- A', = 0.189 in A', =
2
0.189 in
A, = 3.976 in OK
2 2
As = 0.209 in = 5.348 in x
1.33
2
Ac = 5.898 in A,,req =
0.252 in
Use (9) - #6 Bars @ 12 in O.C.
FLEXURAL CRITICAL SECTION (TOP FLEXUR�L REBAR)
TEMP. & SHRINK. CHECK
U 0.432 ft A, = 0.013 in On =
22.56 k-in
2
Top+Btm Mats: A,= 7.952 in
2
M 1.693 kip-ft A, = 0.362 in D/C:
0.9 -
2
Parallel Area: A,,,,., 6.998 in
20.32 k-in t = 0.03 in A', =
� 2
0.012 in
OK
d, 32.63 in A'= 0.015 in x
1.33 in
A = 3.263 in Mn 25.07 k-in A,,,q =
0,015 in 2
ii� = 0.9- q) 0.9-
SHEAR CRITICAL SECTION
REBAR DEVELOPMENT
Assume concrete outside top and bottom layers carries no shear
Avail 24.5 in
Vc = 324 kip
Id 36 in
NG!
(p = 0.75- q'R I = -275 lb per ft width
ldh 18 in
OK
(pVc = 243 kip q'R2 = 6.288 lb per ft width
L" = -0.22 ft V = -2.42 kip
qu'= 1258 psf D/C: -0.01 OK
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Project #: Mazda Non REVERENCE
1905086 22130 Highway 99, Edmonds, WA ENGINEERING
CAST -IN -PLACE PIER DESIGN A/t, Foundation #2 (V0. Stab)
b = Footing length*
MU = k-ft Momentatgrade V, =
P FT111k
K = 14,78 k-ft Service M (0.6*M,) Vs = 2.093 k
s = 150 psf/ft Lateral Bearing per IBC Table 1806.2
s'= 400 psf/ft Increased per IBC 1606.1 & 1806.3.4
ITERATION PER IBC 1807.3.2.1
h 7.06 ft S1 = 527.2 Psf
d 3.954 ft A= 1.342 ft
Soil Class: FTJ
Shear at grade w = 1.3 Per IBC 1605.3.2
Service V (0.6*V,,) P = 2721 lb, Lateral Wind Force
DESIGN RESULTS
MIN. PIER DEPTH: 4 ft and 0 In Ratio
MIN. PIER DIAMETER*: 9 ft and 0 In 0,444444444
*Also refers to diagonal of a square or rectangle
CAST4N-PLACE PIER DESIGN Aft. Foundation #3 (DbL Veif. Slab)
b =gft Footing diameter* -T --- lk
Mu = k-ft Moment at grade V, .74
Ms = 7.391 k-ft Service M (0.6*M,) Vs 1.047 k
s = 150 psf/ft Lateral Bearing per IBC Table 1806.2
s! = 400 psftft Increased per IBC 1806.1 & 1806,34
ITERATION PER IBC 1807,321
h = 7.06 ft S1 = 614.6 Psf
d = 4.61 ft A= 1.727 ft
Soil Class: T-1
F-4
Shear at grade W = 1.3 Per IBC 1605.3.2
Service V (0.6*V,�
I P = 1361 lb Lateral Wind Force
DESIGN RESULTS
MIN. PIER DEPTH: 4 ft and 8 in Ratio
MIN. PIER DIAMETER*: 3 ft and 0 in 1.555555556
*Also refers to diagonal of a square or rectangle
www. ReverenoeEngineering,com
619-354-1152
6 of 12 For proposals and inquiries:
Projects@ReverenceEngineering.com
E= Anchor Designerlm
Software
Version 2.6.6703.0
I.Prolect Information
Customer company:
Customer contact name:
Customer e-mail:
Comment:
2. Inout Data & Anchor Parameters
General
Design method:ACI 318-14
Units: imperial units
Anchor Information:
Anchor type: Cast -in -place
Material: AB H
Diameter (jn�h): 0.750
Effective Embedment depth, he (inch): 22.000
Anchor category: -
Anchor ductility: Yes
hr*n (inch): 24.25
Cmi,,, (inch): 1.63
Smtr, (inch): 3.00
Company:
Date:
6/10/2019
Engineer:
Page:
1/6
Project:
Address:
Phone:
I E-mail:
J
Recommended Anchor
Anchor Name: PAB Pre -Assembled Anchor Bolt - PAB6H (3/4"0)
Project description:
Location:
Fastening description:
Base Material
Concrete: Normal -weight
Concrete thickness, h (inch): 36.00
State: Cracked
Compressive strength, fc (psi): 2500
qje.,v: 1.0
Reinforcement condition: 8 tension, B shear
Supplemental reinforcement: Not applicable
Reinforcement provided at corners: No
Ignore concrete breakout in tension: No
Ignore concrete breakout in shear: No
Ignore 6do requirement: Yes
Build-up grout pad: Yes
Base Plate
Length x Width x Thickness (inch): 15.00 x 15.00 x 1.00
Yield stress: 36000 psi
Profile typeisize: HSSIOX4X3/16
Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility.
Simpson Strong -Tie Company [tic. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax� 925.847.3871 www.strongtie.com
www,ReverenceEngineering.com 7 of 12 For proposals and inquiries:
619-354-1152 Projects@ReverenceEngineering.com
Anchor Designer"n"
Software
version 2.6.6703.0
Load and Geometry
Load factor source: ACI 318 Section 5.3
Load combination: not set
Seismic design: No
Anchors subjected to sustained tension: Not applicable
Apply entire shear load at front row: Yes
Anchors only resisting vAnd and/or seismic loads: Yes
Strength level loads:
N. [lb]: -480
V. f1b): 1744
Way fib]: 0
M. Ift-lb): 0
My Ift-lb]: 12318
Muz Ift-lb): 0
<Figure 1>
Company:
Date:
6/10/2019
Engineer:
Page:
2/6
Project:
Address:
Phone.
E-mail:
12318 ft-lb
Input date and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plauslMlity.
so:r�ps 0:1 st'on') 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.660.9000 Fax: 925.847.3871 www.strongtie,com
www.ReverenceEngineering.com 8 of 12 For proposals and inquiries:
619-354-1152 Projects@ReverenceEngineering.com
Anchor Designer"m
Software
Version 2.6.6703.0
<Figure 2>
Company:
I Date:
16/10/2019
Engineer:
Page:
13/6
Project:
Address:
Phone:
E-mail:
Input data and resub must be checked for agreement with the existing circumstances. the standards and guidelines must be checked for plausibility.
Simpson Stmn,�Tv� C Inc 5956 W. Las Positas Boulevard Pleasanton, CA 94586 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com
www.ReverenceEngineering.com 9 of 12 For proposals and inquiries:
619-354-1152 Projects@ReverenceEngineering.com
Anchor Designer TM
oftware
Version 2.6.6703.0
Company:
I Date:
/2019
Engineer.
I Page:
14/6
Project:
Address:
Phone:
E-mail:
3. Result*na Anchor
Forces
Tension load,
Shear load x,
Shear load y,
Shear load combined,
Anchor
Nus (lb)
Vuax (lb)
Vusy (lb)
4(V=)'+(Vuay)1 (lb)
1
5808.5
436,0
0.0
436.0
2
5808,5
436.0
0.0
436.0
3
0.0
436.0
0.0
436.0
4
0.0
436.0
0.0
436.0
Sum 11616.9 1744,0 0.0
Maximum concrete compression strain (%o): 0.12
Maximum concrete compression stress (psi): 516
Resultant tension force (lb): 11617
Resultant compression force (lb): 12097
Eccentricity of resultant tension forces in x-axis, e'NX (inch): 0.00
Eccentricity of resultant tension forces in y-axis, e'NY (inch): 0.00
Eccentricity of resultant shear forces In x-axis, e'vx (inch): 0.00
Eccentricity of resultant shear forces In y-axis, e'vy (inch): 0.00
4. Steel Strenath of Anchor in Tension (Sec. 17.4.11
N�. (lb) 0 ONss (lb)
40080 0.75 30060
5. Concrete Breakout Strength of Anchor On Tension (Sec. 17.4.2)
Nb = 16).4Gh.P'3 (Eq. 17.4.2.2b)
Aa f� (psi) h.f (in) Nb (lb)
1.00 2500 16.000 81275
<Figure 3>
1744.0
01 o2
Y
XT
o4 o3
ON.bg =0 (AmolAN.) TKNF.dN KIN YICP.NNb (Sec. 17.3.1 & Eq. 17.4.2. 1 b)
ANc (in� Aov. (W) cs,�i,, (in) V'�, N 7edN Kiv Nb (lb) 0 ^159 (lb)
2063.25 2304.00 12.00 1.000 0.850 1.00 1.000 81275 0.70 43305
6. Pull2ut Strength of Anchor in Tension (Sec, 17.4.31
ONP- = O'cAp = OS'cP8Abvfc (See. 17.3.1, Eq. 17.4.3.1 & 17.4.3.4)
V.,q P A&g (in� f� (psi) 0 ONm (lb)
1.0 3.53 2500 0.70 49476
Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility.
Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com
www.ReverenceEngineering.com 10 of 12 For proposals and inquiries:
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SIMPSON
Anchor Designer"'
Software
Version 2.6.6703.0
B. Steel Strencith of Anchor in Shear (Sec. 17.6.11
V,. (lb) 0~ 0 0g,_0V_ (lb)
24050 0.8 0.65 12506
Company;
I Date:
16/10/2019
Engineer:
Page:
15/6
Project:
Address:
Phone:
E-mail:
9. Concrete Breakout Strenath of Anchor in Shear (Sec, 17.6.21
Shear perpendicular to edge in x-direction:
Vb�, = minj7(/./d.)-4d.A.4fcc.,1,1; W.4fcc.,1,11 (Eq. 17.5.2.2a & Eq. 17.5.2.2b)
1. (in) d. (in) Aa fc (psi) c., (in) VbK (lb)
6.00 0.750 1.00 2500 24.00 52909
OVcbgx = 0 (AwlAvoo) Vlecv VledyTc� vVlhvVbx (Sec. 17.3.1 & Eq. 17.5.2.1 b)
Avc (in� A wo (W) Pec, V Ve d, V %, V Ph, V Vb� (lb) 0 oVcbp (lb)
1512.00 2592.00 1.000 0.800 1.000 1.000 52909 0.70 17284
Shear parallel to edge In x-direction:
Vb, = minl7(/./d.)0-24d.Adfcc.,1-1; gAdrc�ol 11 (Eq. 17.5.2.2a & Eq. 17.5.2.2b)
/. (in) d. (in) Aa f� (psi) ce, (in) Vby (lb)
6.00 0.750 1.00 2500 12.00 18706
01V�bg� = 0 (2)(AwlAwo) WecyVIedvW�^yVby (Sec. 17.3.1, 17.5.2.1 (c) & Eq. 17.5.2.1 b)
Ave (in2) A v. (in2)
Wee, V V� d, V
K V %, V
Vby (I b)
0 OVav (lb)
864.00 648.00
1.000 1.000
1.000 1.000
18706
0.70 34918
10, Concrete Pryout Strenoth of Anchor In Shear iSec, 17.5.3)
OWpg = OkpNcbg = OKp(AN�IANQ WwN V' dN WON V�PN& (Sec. 17.3.1 & Eq. 17.5.3.1 b)
kcp Aw (in�
AN. (in� V16 C, N
V'edN Tr, N
V�Pjv
Nb (lb)
0 OVcpg Qb)
2.0 2520.00
2304.00 1.000
0.850 1.000
1.000
81275
0.70 105784
I J. Besults
Interaction of Tensele and
Shear Forces (Sec. 17.6.1
Design Strength, eNn (lb)
Ratio
Status
Tension
Factored Load, N.. (lb)
Steel
5808
30060
0.19
Pass
Concrete breakout
11617
43306
0.27
Pass (Governs)
Pullout
5808
49476
0.12
Pass
Shear
Factored Load, V.. (lb)
Design Strength, oVn (lb)
Ratio
Status
Steel
436
12506
0.03
Pass
T Concrete breakout x+
1744
17284
0.10
Pass (Governs)
11 Concrete breakout y-
$72
34918
0.02
Pass (Governs)
Pryout
1744
105784
0.02
Pass
Interaction check N..10& V.Wow
Combined Ratio
Permissible
Status
Sec. 17.6.1 0.27
0.00
26.8%
1,0
Pass
PA136H (3/4"1211) with hef = 22.000 Inch meets the selected design criteria.
Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility.
Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie,00rn
I
www,ReverenceEngineering.com 11 of 12 For proposals and inquiries:
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7
Anchor Designer TIVI
Software
Version 2.6.6703.0
Company:
D��9
Engineer:
Page:
16/6
Project:
Address:
Phone:
E-mail:
12, Warninas
- Minimum spacing and edge distance requirement of 6da per ACI 318 Sections 17.7.1 and 17.7.2 for torqued cast -in -place anchor is waived per
designer option.
- Designer must exercise own judgement to determine if this design is suitable.
Input date and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility.
Simpson Strong-Ti,- Cowporty Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com
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ALL WORK sUBJECT
TO FIELD
iNsPECTION FOR
callue COMPLIANCE
1111111 now
I&I
APPROVED
PLANS'MUST
ON JOB SITE
"PR 1 1TED UY PiAPNI 'G
J
D O'U') G 'S LY N k\ %At 0 0 D
"No commercial sign shall be illuminated after
s
Mn 0 0
11:00 PM unless the commercial enterpris , * U-% A AN. In rr
open for business and then may remain AZr B ki Ll-=.�/ [D
only as long as the enterprise is open. =wuMPFRING DIVISION
LFP, IDENTIFICATION PROGRAM
Doug's Lynnwood Mazda
Address:
Doug's Lynnwood Mazda
22130 WA-99
Edmonds, WA 98026
File Name: Doug's Lynnvvood Mazda Brandbook-122117
Page: 1 of 14
Drawn By: GLH
Creation Date: 12/21/17
Rev. 1: 03/08/19 glh Rev. 6:
Rev. 2: 03/14/19 glh Rev. 7:
Rev. 3: Rev. 8:
Rev. 4: Rev. 9:
Rev. 5: Rev. 10:
CITY COPY
CITY OF EDMONDS
BUILDING DEPARTMENT
WORK q E1,4n-r
ADDRESS /30
OWNEF
APPROVED DATE: q
BLDG. OFFICIAL: --F
PERMIT NUMBER
RECEIVED
jUN 18 209
BUILDING
1 2655 International Pkwy., Virginia Beach, VA 23452
PHONE: (757) 427-1900 - Fax (757) 430-1297
wvvw.AGISign.com
Proposed Site Plan
�w
EXISTING INVENTORY PARKING
11K, I
EXISTING MAZDA
L-T:
SALES BUILDING& SERVICE
F.F. 355 — — — — — —
— — — — — — — — — — — — — — — — — — —
C
C),
EXISTING
BUILDING
U 7 F, 7 F� T,- 7 E
($13.L 1.
GARBAr.c IL
ENCLOSURE
IG)
-SERVICE A
($L�3
L�2
--F
EV-.-P-ncl [I- NO3
2 1 k ---
A-1 51 % 49/ 41, 1?. 1 � � 14. 11.
........ 10
N041
U- M
NO2:
N01
ED Z?
NORTH
DEALER IDENTIFICATION PROGRAM
Site: Doug's Lynnwood Mazda
Address:
Doug's Lynnwood Mazda
22130 WA-99
Edmonds, WA 98026
File Name: ooug's Lynnvvood Mazda E3randbook-122117
Page: 14 of 14
Drawn By: GLH
Creation Date: 12/21117
Rev. 1: 03108/19 gih Rev. 6:
Rev. 2: 03/14/19 glh Rev. 7:
Rev. 3: Rev. 8:
Rev. 4: Rev. 9:
Rev. 5: Rev. 10:
IMPORTANT APPROVAL NOTIFICATION
ONCE APPROVAL HAS BEEN RECEIVED, YOU WILL
BE HELD FINANCIALLY RESPONSIBLE FOR ANY
ADDITIONAL CHANGES OR ADJUSTMENTS TO THE
RECOMMENDED SIGNAGE.
Authorized Signature:
Print Name:
Date: —
Approved As Shown
Approved with Changes Noted
This Brand Book represents the Mazda North American operations
approved location placement for proposed signs.
No variation will be permitted.
Drawings are the exclusive property of AGI.
Any unauthorized use or duplication is not permitted.
RECEIVED
JUN 18 2019
BUILDING
2655 International Pkwy., Virginia Beach, VA 23452
PHONE: (757) 427-1900 - Fax (757) 430-1297
www.AGISign.com
nZ
\j
tz)
Lij
LLI
z
W
SITE PLAN
SCALE = 1: 30
Sign, white symbol
and letters on a bNe
background
CONCREIE
Internatimal symbol
of access
'State Disailbled
Parking Permit
Requ red" or similar
"Van Accessible*
2 �CURUATWA�L—KWAY
13
...6
E E
Install we sign at head
of each desigmted
accessible parking stall
MEET"IMUMbr-03; — — — —
#/ A? F.F. 357 MAIN
IF INVENTORY LEVEL DISPU
STORAGE
BELOW
LOWER LEVEL
F.F. 347
354 -
FEFIRE TRUC
ACCESF.TO ACCESS TO INVENTORY DISPLAY
ADY/�(�I_Iqlt . EMXIST. 3 8
PROPERTY
(D HYDRANT
- r-.=--
PIPE HANDRAIL
'L
BOTH SIDES
S
LANDSCAPE
LING
(-SAME AS DISPLAY DECK)
P
WHEEL STOP
_IT
-�;.q E
C, C, 0
C)
CO C:
'E0
V-D' 2#4 .
C'j
.2 00
(D IC31
SITE RETAINING WALL
�TAIRS IEC�TION..
> cu
r
04
011 > 0
x
E
(D__�ETA PUILIC SIDEWALK
C=)
00
a,
3:
C)
2-1
0
/I Highway 99-1
SIGN PYLON
-HYDRANT
LIMIT
OF
0
WORK OVERALL PROPERTY LINE
0
0
COMBINE 8 PARCELS WITH
THE FOLLOWING PARCEL NUMBERS:
27042900306200
27042900305600
Lr)
27042900305900
27042900305700
0
27042900305800
0
[c
DATE, 8116tlT
Ufc'n
Lo
JUL 0 9 2019
Lu
!Z
SHEET:
A1.1
Existing Site Plan
JE05
fit E02
F
AL A d
11traw,�,"Mm
DEALER IDENTIFICATION PROGRAM
Site: Doug's Lynnwood Mazda
Address:
Doug's Lynnwood Mazda
22130 WA-99
Edmonds, WA 98026
File Name: Doug's Lynnwood Mazda Brandbook--122117
Page: 13 of 14
Drawn By: GLH
Creation Date: 12J21117
Rev. 1: 03/08/19 glh Rev. 6:
Rev. 2: 03/14/19 glh Rev. 7:
Rev. 3: Rev. 8:
Rev. 4: Rev. 9:
Rev. 5: Rev.10:
IMPORTANT APPROVAL NOTIFICATION
ONCE APPROVAL HAS BEEN RECEIVED, YOU WILL
BE HELD FINANCIALLY RESPONSIBLE FOR ANY
ADDITIONAL CHANGES OR AD)USTMENTS TO THE
RECOMMENDED SIGNAGE.
Authorized Signature:_
Print Name:
Date:
Approved As Shown
Approved with Changes Noted
This Brand Book represents the Mazda North American Operations
approved location placement for proposed signs.
No variation will be permitted.
Drawings are the exclusive property of AG I.
Any unauthorized use or duplication is not permitted.
RECEIVED
AJUN 18 2019
BUILDING
2655 International Pkwy., Virginia Beach, VA 23452
PHONE: (757) 427-1900 - Fax (757) 430-1297
wvvvv.AGISign.com C3)
OVER VIEW PHOTOS
a V
R21121
02
05
03
mh
nQ
08 %ff%ff
DEALER IDENTIFICATION PROGRAM
Site: Doug's Lynnwood Mazda
Address:
Doug's Lynnwood Mazda
22130 WA-99
Edmonds, WA 98026
File Name: Doug's Lynnwood Mazda Brandbook-122117
Page: 2 of 14
Drawn By: GLH
Creation Date: 12121/17
Rev. 1: 03/08/19 glh Rev. 6:
Rev. 2: 03/14/19 g1h Rev. 7:
Rev. 3: Rev. 8:
Rev. 4: Rev. 9:
Rev. 5: Rev.10:
IMPORTANT APPROVAL NOTIFICATION
ONCE APPROVAL HAS BEEN RECEIVED, YOU WILL
BE HELD FINANCIALLY RESPONSIBLE FOR ANY
ADDITIONAL CHANGES OR ADJUSTMENTS TO THE
RECOMMENDED SIGNAGE.
Authorized Signature:
Print Name:
in.f.-
r-1 Approved As shown
El Approved with Changes Noted
This Brand Book represents the Mazda North American Operations
approved location placement for proposed signs.
No variation will be permitted.
Drawings are the exclusive property of AGI.
Any unauthorized use or duplication is not permitted.
RECEIVED
JUN 18 2019
BUILDING
2655 International Pkwy., Virginia Beach, VA 23452
PHONE: (757) 427-1900 - Fax (757) 430-1297
www.AGISign.com
R�
P (b wtd -
f
-IFDOUG'S LYNNWOOD
RE-21-DN SLI I
d)
N021
Sign Inve
- PR
11MORMA-11 Slus
93-1011 --------
RV I C E
E-1 8.7-DN
to
6-4 7/8"
V-0 15/16'. 111211 5'-1115116" 11/2, —11-015116"
6 5/5'. 4'-10 11/16" 111 6 51all
ri I
1�
030-14.2e4l&
Sign
Existing
Action
Proposed
Qty
Electrical Requirements
E01
Custom Mazda Parts &
Remove/
Dealer to de -brand any Mazda Advertising on existing Custom Pylon
1
N/A
Service pylon
Dispose
and remove and dispose of existing pylon
E02
Custom Mazda Parts &
Service panel
Remove/
Dispose
Dealer to remove and dispose of Custom Parts and Service panel
1
NIA
E03
Mazda Logo Letterset
Remove/
Dealer to remove and dispose of existing Mazda cabinet
1
N/A
cabinet
Dispose
E04
Dealer letters reading
"Doug's" on a raceway
Remove/
Dealer to remove and dispose of existing letters
1
N/A
Dispose
E05
Custom Mazda letters
Remove/
Dealer to remove and dispose of existing Custom Mazda letters on a raceway
1
N/A
on a raceway
Dispose
E06
Dealer letters reading
"Doug's"
Remove/
Dealer to remove and dispose of existing letters
1
N/A
on a raceway
Dispose
E07
Mazda Pylon
Remove/
Dispose
Dealer to remove and dispose of
1
N/A
E08
Custom Mazda
Directional
Remove/
Dispose
Dealer remove and dispose of Custom Mazda Directional
1
N/A
AGI to supply and install RE-21 -DN, 21 " Dealer Letter, Tracking 104, Black faces, reading
1 20amp dedicated circuit
N01
N/A
New
"DOUG'S LYNNWOOD", Illuminated. Dealer to provide electrical within 5'. Dealer to provid
1
@ 120vac
proper access for mounting/electrical
AGI to supply and install MS66/ML15.3-Stacked, 66" Chromed Brand Symbol & 15.3"
1 20amp dedicated circuit
NO2
N/A
New
Mazda Chromed Logotype Letters, Illuminated. Dealer to provide electrical within 5.
1
@ 120vac
Dealer to provide proper access for mounting/electrical
AGI to install new RE-18.7-DN, 18.7" "SERVICE" Wall Mount Letters, Tracking 104, Black
1 20amp dedicated circuit
NO3
N/A
New
faces, Illuminated. Dealer to provide electrical within 5'. Dealer to provide proper access
1
@ 120vac
for mounting/electrical
N04
N/A
New
AGI to install new custom BP-30 Monument @ 14'OAH, Chrome Illuminated. Dealer to
1
1 20amp dedicated circuit
I
I
I
provide electrical within 5'
1
@ 120vac
DEALER IDENTIFICATION PROGRAM
Site: Doug's Lynnwood Mazda
Address:
Doug's Lynnwood Mazda
22130 WA-99
Edmonds, WA 98026
File Name: Doug's Lynnwood Mazda Brandbook 122117
Page: 4 of 14
Drawn By: GLH
Creation Date: 12/21/17
Rev. 1: 03/08/19 g1h Rev. 6:
Rev. 2: 03/14/19 g1h Rev. 7:
Rev. 3: Rev. 8:
Rev. 4: Rev. 9:
Rev. 5: Rev.10:
IMPORTANT APPROVAL NOTIFICATION
ONCE APPROVAL HAS BEEN RECEIVED, YOU WILL
BE HELD FINANCIALLY RESPONSIBLE FOR ANY
ADDITIONAL CHANGES OR ADJUSTMENTS TO THE
RECOMMENDED SIGNAGE.
Authorized Signature:
Print Name:
n.f.-
E] Approved As Shown
E] Approved with Changes Noted
This Brand Book represents the Mazda North American Operations
approved location placement for proposed signs.
No variation will be permitted.
Drawings are the exclusive property of AGI.
Any unauthorized use or duplication is not permitted.
2655 International Pkwy., Virginia Beach, VA 23452
PHONE: (757) 427-1900 - Fax (757) 430-1297
www.AGISign.com
RESUB
JUL 0 9 2019
BUILDING DEPARTMENI
CITY OF EDMONDS
r,561
[N01: Dealer letters
must be 4'2" from left edge
of wall
Dealer Name to be in line
ith top of logo
If ACM panels do not match
his picture, stop installation
nd contact AGI
East Elevation
02: Logolletterset
horizontally centered on wall
of logo to be in line with
of the jewel box
103: Service
install on second,ACIM panel
om the botffo.m
Center horizontally between
oors, vertically within painels
Electrical Requirements:
All signs require a
dedicated 20 amp circuit
at 120 volts, within Fof
�the sign.
5cale>.1keo,
NOTES:
N01 - AGI to supply and install RE-21 -DN, 21 " Dealer Letter, Tracking 104, Black faces, reading
TOUG'S LYNNWOOD", Illuminated. Dealer to provide electrical within 5'. Dealer to provide proper access
for mounting/electrical
NO2 - AGI to supply and install MS66/ML1 5.3-Stacked, 66" Chromed Brand Symbol & 15.3" Mazda
Chromed Logotype Letters, Illuminated. Dealer to provide electrical within 5. Dealer to provide proper
access for mounting/electrical
NO3 - AGI to install new RE-1 8.7-DN -18.7" "SERVICE" Wall Mount Letters, Tracking 104, Black faces, Illuminated.
Dealer to provide electrical within 5'. Dealer to provide proper access for mounting/electrical
DEALER IDENTIFICATION PROGRAM
Site: Doug's Lynnwood Mazda
Address:
Doug's Lynnwood Mazda
22130 WA-99
Edmonds, WA 98026
File Name: Doug's Lynnwood Mazda Brandbook 122117
Page: 11 of 14
Drawn By: GLH
Creation Date: 12/21/17
Rev. 4: 03/08/19 g 1h Rev. 6:
Rev. 2: 03/14/19 glh Rev. 7:
Rev. 3:
Rev. 8:
Rev. 4:
Rev. 9:
Rev. 5:
Rev. 10:
IMPORTANT APPROVAL NOTIFICATION
ONCE APPROVAL HAS BEEN RECEIVED, YOU WILL
BE HELD FINANCIALLY RESPONSIBLE FOR ANY
ADDITIONAL CHANGES OR ADJUSTMENTS TO THE
RECOMMENDED 51GNAGE.
Authorized Signature:
Print Name:
Date:
E) Approved As Shown
El Approved with Changes Noted
This Brand Book represents the Mazda North American Ciperations
approved location placement for proposed signs.
No variation will be permitted.
Drawings are the exclusive property of AGI.
Any unauthorized use or duplication is not permitted.
2655 International Pkwy., Virginia Beach, VA 23452
PHONE: (757) 427-1900 - Fax (757) 430-1297
wvvw.AGISign.com
RECEI VAED
JUN 18 2019
BUILDING
cv)
1" JEWELITE TRIM MECHANICALLY
FASTENED TO CHANNEL LETTER
W1 #6 X 1/2" LONG 5.S.FH. SHEET
METAL SCREWS 9 18" O.C.
- MIN 4 PEP, LETTER
.040" ALUM. P ETU R N
STAPLED TO 13ACK
AC71LIGHT ULTRA 450 6500K WHITE LEOS-
REF L.E.P. LAYOUT PAGE
FOR EXACT SPECS
TRANSFORMER 13OX TO HOUSE
LED POWER SUPPLY
2" X 3116" SPACER 13LOCK ADHERED TO
TRANSFORMER 13OX Wif VH13 TAPE & MOUNTED
TO WALL AS REQ`P. (REE MOUNTING CHART)
PISCONNECT SWITCH
112"X 6 LONG FLEXIDLE LIQUID TITE
CONDUIT WHIP TO OWNER PROVIDED
POWER SUPPLY
AGILIGHT 6OW LED POWER SUPPLY
9116" PAIGE ELECTRIC WALL E51J5TEK
FOR LOW -VOLTAGE WIRE PA55-THFU
1/5" WHITE ACRYLIC FACE #2447
3MM ACM 5ACKER
'PRE-FINISHEP WHITE.
WOOD BLOCKING AS REQ'P.
13Y N5TALLER
1/4s"-20 ZINC COATED
STEEL RIVET NUT
MOUNTING HARDWARE
AS REaD. (5EE CHART)
ALUM. TU13E SPACER AS PEQ'D PEP,
EX15TING WALL CONDITIONS
- PROVIVEP 13Y INSTALLER
1/4"0 WEEP HOLE5
W/ LIGHT 5HIELD
5n
(1�) SIDE 5ECTION
2
J 11,V'= 1"
NOTE5:
1.) VERIFY MOUNTING CONDITION.
2.) OWNER 5UPFLIEP POWER TO 13E WITHIN
5'— 0" OF AGI TRAN51FORMER DOXE5.
MOUNTING HARDWARE
CHART
114'ZJNC ]PLATED STEEL
THFEAPEP ROD THFU WALL
1/4" LAGS WITH 5HIELPS
114w"'TOGGLIE DOLT57
NOTE:
1) THREADED FOP WILL 15E PROVIDED STANDARD
- ALL OTHER HARDWARE 15 TO BE PROVIDED BY
THE INSTALLER AS REO.
2) DESIGN INTENDED FOR NOT GREATER THAN
3RD STORY MOUNTING - HIGHER ELEVATION5
REQUIRE REVIEW
RECEIVED
JUN 18 2019
BUILDING
2655 International Pkwy.
Virginia Beach, VA 23452
AGI
Project Title
MAZDA
I Date 04.04.19 1
AGI EoR N. CARRELL
Lead Drafter NJC
Drawn By TLW
Project Mgr. M. TIPTON
General Sign Specifications
interior Exterior
single Faced Double Faced
Mon -illuminated
Illuminated
--Volts _Amps(+/-)
Location EDMONDS, INA
Windload
r
Ti
This document is the sole property of AGI, and .11
design, ra nufact-ing. repnoduction,use and sale
rights regarding the same .- expressly forbidden.
It Is submitted under . confidential relationship,
fo r -a special purpose, and the recipient, by accepting
this document assumes custody and agrees that
this document will not be copied or reprodu, d
In whole or In part, nor its contents revealed In any
manner or to any purpose for which it was tendered,
n a de
b:r any sp clal features peculiar to this sign
incorporated In other projects.
Code Type
35683 1 C
Sign Type PG #:
RE-DN-21 12
C11
rT"� MAZDA LETTERS, PLAN VIEW
\'� V = 1. - 01.
61-10 9/161, 5 3/4"
LOGO
FOFMED CLEAR FOLYCARE50NATE FACE
W1 SECOND 5UPFACE CHROME METALLIZED FINISH
FADRICATED ALUM. CHANNEL LOGO
- RETURNS W1 CLEAR ANODIZE FIN15H
PHOTOCELL SWITCH
FOFMED CLEAR FOLYCAPE30NATE FACE
W1 SECOND SURFACE CHROME METALLIZED FINISH
r
FAE3PICATEP ALUM. CHANNEL LOGO
4 - RETURNS W1 CLEAR ANODIZE FIN15H
L 1 11— " -
FRONT ELEVATION
1/2'. = 1, - On
FABFICATEP ALUM. FETUFN5 W1
CLEAR ANODIZED FINISH
POLYCAPDONATE FACE
FA13RICATED ALUM. RETURNS W1
CLEAR ANODIZED FINISH
FOLYCAP13ONATE FACE
TRIM & INSTALL FACES
50 THE OYEFALL
WOFDMAPK 19 DOMED
Architectural
)KG-11 Graphics
Incorporated
2655 International Parkway
P.O. Box 9175
Virginia Beach, VA 23450
(757)427-1900
Project Title
MAZDA
Date 03.23.16
AGI EoR M. ALAMELDIN
Lead Drafter NJC
Drawn By NJC/DDS
Project Mgr. A. ISBELL
General Sign Specifications
interior Exterior
Single Faced Double Faced
El
Non -illuminated
Illuminated
Volts -Amps(+/-)
Location
Windload
'u 0
.0
C
0 0
<
This document is the sale property of Architectural
Graphics, Inc., and design, ring,
a a 5:11
repred-11 n. . and 1. right. re O'h. a..
:., ,p,ssly forbidden. It is submitted under a
tridential relationship, for a special purpose, and
me
SIDE VIEW the ,Ipl,,t4 :y —pting this document assumes
fill 112" = 1' - 0" ua'od, and , rc:. that thIs document will net be
copied or reproduced in its
contents re ... led In an, =%iintop'n n*.rs.n
: .. pl far the pu,p... far which it we. tendered, nor
Pz�) r.— fl 11 ny sp features peculiar to this design be
Uincopoe.et.adl in otherpmi.cl..
Code T,;e
JUL 0 9 2019 15340 C
BUILDING DEPARTIL TsigiNlype P
CITY OF EDMON: SMS66/ML15.3
[Loki
.040" ALUMINUM
RETURN
e2
Al
F--:7
3MM WHITE'ACM E5ACKER PANEL
L_ — — — — —
1/2"0 X.058" ALUM.
TU13E 5FACER
ZINC COATED
STEEL RIVET NUT
- SEE CHART
.150" METALIZED
POLYCAP13ONATE FACE
EXISTING 13LOG. WALL STRUCTURE
(TO 13E FIELD DETERMINED)
1/2" LIQUID TIGHT CONDUIT TO FROM OWNER
FROYIDED POWER SUPPLY TO PHOTOCELL
I)— — — — — — — —
9116" PAIGE ELECTRIC WALL DUSTER
I
PHOTOCELL 015CONNECT SWITCH AND J-DOX
MOUNTED TO SIPE OF CHANNEL LETTER
I — — — — — — — .
AGILIGHT LED POWER SOURCE
1/2" X ro'LONG FLEX113LE LIQUID TIGHT
CONDUIT WHIP TO OWNER PROVIDED
POWER SUPPLY
115" #7325 TRANSLUCENT
WHITE FOLYCARDONATE DIFFUSER
W1 SURFACE APPLIED DIGITAL
FRINTVINYL DIFFUSER
-ROUTEP TO SHAPE
MOUNTING HARDWARE
AS REQ!P.
(SEE CHART)
AGILIGHT PP0115 2G3
'WHITE'6500K LED
WOOD 13LOCKING AS REaP.
13Y INSTALLER
11470 WEEP HOLES
W1 LIGHT SHIELD
C71PE SECTION -LOGO
NOTES:
1.) VERIFY MOUNTING CONDITION.
2.) 51LICONE SEAL ALL PENETRATIONS.
MOUNTING HARPWARE
CHART
3/5" ZINC PLATED STEEL
097
THREADED FOP THRU WALL
318" LAGS WITH 5 H I E L CIS
0
3/5" TOGGLE BOLT5
0
NOTE:
1) THFEAPEP POP WILL DE PFOYIPEP STANDARD
- ALL OTHER HARDWARE 15 TO 13E PROVIDED 13Y
THE INSTALLER AS REQ.
2) DESIGN INTENDED FOR NOT GREATER THAN
3FD STORY MOUNTING - HIGHER ELEYATION5
REQUIRE REVIEW
2" X 3/16" SPACER 13LOCK ADHERED TO
TRAN5FOPMER f5OX W/ VH13 TAPE & MOUNTED
TO WALL AS FE(TV. (PER MOUNTING CHAPT)
P15CONNECT SWITCH
TRANSFORMER 13OX TO HOUSE
LED POWER SUPPLY
.150" METALIZED
POLYCAPDONATE FACE
13LOW-UP DETAIL
3/4" = V
#5 X 11/2"9.5. FAN H EA P
SHEET METAL SCP EW5 CID
Oita O.C.
1" JEWELITE 5FU5HEP 5ILVEF
TRIM CAP
.040" ALUMINUM
PETUFN
SURFACE APPLIED DIGITAL
PPINTYINYL DIFFUSER
If&"#2447TPAN5LUCENT
WHITE POLYCAPE30NATE
DIFFUSER POUTED TO SHAPE
RECEIVED
JUN 18 2019
BUILDING
Architectural
[/6 jt'oj- Graphics
Incorporated
2655 International Parkway
P.O. Box 9175
Virginia Beach, VA 23450
(757)42T-1 900
Project Title
MAZDA
Date 03.23.16
AGI EoR M. ALAMELDON
I
Lead Drafter NJC
JC1
rDrawn By NJC/DDS
Project mgr. A. ISBELL
General Sign Specifications
interior 0 Exterior
Single Faced r-1 Double Faced
r] Non -illuminated
Milluminated
Volts _A-ps(+/-)
Location
Windload
'o
.J
lu 0
0 W
0
0
z
CL LU
a >
W 0
In C3 U
'This document Is the sole property of Architecture
Graphics, Inc., and all design, manufacturing,
=md—i'n, a, and sole rights regarding the some
eu�pms,ly forbidden. It Is submitted under a
confidential ral,ti ... hip, for a special purpose, and
the recipient by accepting this document assumes
custody and agrees 'hat this document will net be
c.pi.d or reproduced. I" =,*,, innipart, "or its
content, =,led in ny r any person
mcept to purpose far which it was tendered, nor
any special features peculiar to this design be
incorporated in other projects.
Code Type
15340 C
Sign Type PG III:
MS66/ML15.3 &
I ot.
i1v
51.
.040" ALUMINUM
RETURN
z% - - - - - -
L 3MM'WHITE'AGM BACKER PANEL
1/2"0 X.055" ALUM.
TU13E SPACER
ZINC COATED
STEEL RIVET NUT
- SEE CHART
150" CLEAR POLYCAR13ONATE FACE
TRANSFORMER 13OX TO HOUSE
LED POWER SUPPLY
2" X 3/16" SPACER 13LOCK ADHERED TO
TRANSFORMER 13OX W/ VHS TAPE & MOUNTED
TO WALL AS FEaD. (REF MOUNTING CHART)
EX15TING 13LOG. WALL STRUCTURE
(TO BE FIELD DETERMINED)
DISCONNECT SWITCH
AJ
9/16" PAIGE ELECTFIC WALL BUSTER
60WAGILIGHT LED POWER SUPPLY
112"X6 LONG FLEX113LE LIQUID TIGHT
CONDUIT WHIP TO OWNER PROVIDE[)
POWER SUPPLY
#732a TRANSLUCENT
WHITE FOLYCAR13ONATE DIFFUSER
-FOUTED TO SHAPE
MOUNTING HAFPWARE AS REQ'P.
(SEE CHART)
AGILIGHT PRO115 2G3
'WHITE'6500 LED
WOOD 13LOCKING AS REQ'V.
BY INSTALLER
1/4"0 WEEP HOLES
W1 LIGHT SHIELD
071PE5ECTION (LETTERF7)
114" = 1"
MOUNTING HARPWARE
CHART
a
0
15
LU
3.
-1
1/4" 7JNC PLATED STEEL
74PI
THREADED ROD THFU WALL
1
114!'LAG5 WITH 5HIELP5
0
CJ1LXrLAGP0-L1�5-- - ---- --- I ---
1/41, TOGGLE DOLT5
-T-F9
NOTE:
1) THREADED ROD WILL BE PROVIDED STANDARD
- ALL OTHER HARDWARE 15 TO BE PROVIDED 13Y
THE INSTALLER AS REQ.
2) DE51GN INTENDED FOR NOT GREATER THAN
3RP STORY MOUNTING - HIGHER ELEYATION5
REQUIRE REVIEW
LETTER5 24" & SMALLER
RECEIVED
jUN 18 20
BUILDING
Architectural
Graphics
Incorporated
2655 International Parkway
P.O. Box 9175
Virginia Beach, VA 23450
(757)427-1900
Proi ct Title
MAZDA
Date 03.23.16
AGI EOR M. ALAMELDIIIN
Lead Drafter NJC
Drawn By NJC/DDS
Project Mgr. A. ISBELL
General Sign Specifications
Interior Exterior
single Faced Double Faced
El
M Non -Illuminated
illuminated
Volts _Arirl
Location
Windload
'4
r r
7- z
This d—u"mt 1. the W. property of A.hIt,,.t..l
Graphics, (no., and all design, manufacturing,
reproduction, use and sale right. .q.,dirq the a..
am expressly forbidden' it 1, submitted under a
—tid-ti.1 .1.6 ... hip, for . papist purpose, and
the recphmt, "'y —pti"S this dol—rit -
'ody and agra:. that ti, do .... mt .111 not be
c,pi,d or reproduced In hole or In part, nor Ita
::nt,nt,=al.d in any manner or to any person
..pt to purpose for hich it was tendered, nor
any special features peculiar to this design be
inco'p.rat,d in other projects.
Code Type
15340 C
Sign Type PG III:
MS6;6/ML15.3 WV
�1
1) UNLESS OTHERWISE SPECIFIED: All layouts are for a single face sign or a single set of letters and the depth of the application considered for the layout is 5 inches.
2) LED module placement is approximate. AgiLight recommends the sign manufacturer verify the LED placement and quantity to ensure even illumination and brightness expectations are achieved.
3) Estimations are based off the quality of art work and information provided by the customer, this includes: font style, letter height, depth, face material, and any special instructions.
Missing information may cause delays in the delivery of estimates, as well as effect product selection, accurate quantities, and brightness.
4) For installation instructions of AgiLight LED systems please refer to www.AgiLight.com under the TOOLS & DOWNLOADS section or contact AgiLight's Inside Sales Team at: +1 .866.482.0203
ease sasea seses, asser sees.
Nile
ea,
ask 000 .00 000
'"4110 'Nses "N'b 000" 000,
5f 6"
"as asses cease Isess
— —
T-
100
1'- 3 5/16
1'C_
14
1
Notes:
Layout based off a 5" depth.
Modules SDaced on 4" centers.
92 feet LS-PROI 15-65K-2G3 - 183 Module
3 - PS I 2-60WS L- 100-2 77V
35
PWR# 3
15.3" Mazda
April 12,2016
14
120 — PWR#s J&2
FRECEIVED
juN 118 20`19
BUILDING
1074 Arion Circle Suite 116, San Antonio, TX 78216
Mp PH: +1 (866) 482-0203 - Fax: +1 (210) 360-1454
www.AgiLight.com
Architectural
Graphics
Incorporated
2655 International Parkway
Ro. Box 9175
Virginia Beach, VA 23450
(757)427-1900
Project Title
MAZDA
I Date 03.23.16 1
AGI EOR M. ALAMELDIN
Lead Drafter NJC
Drawn By NJC/DIDS
Project mgr. A. ISBELL
General Sign Specifications
E] interior N Exterior
E Single Faced E] Double Faced
El
E] Mon -illuminated
Illuminated
Volts -Amps(+/-)
Location
Windload
M a
0 _U11 H11
lb
ch 10
<
This document Is the sole property of Amhit-tural
Graphics, Inc., and all design, manufacturing,
reproduction, use and sole rights regarding the some
-presal, ftrialdtill. It 1. submitted under a
... Ild-tial relationship, or . special purpose, and
the recipient ' by .... pting this document .......
custody and g... that this document .111 not be
copied ad In whole or in part, nor I�
con :r reprodue, a r , to p.rs.
ten revealed y ...n. r any
pt for the purpose for which it we, t—d-ed, nor
a I '
any special features peculiar to the design be
incorporated in other projects.
Code Type
15�340 1 C
Sign Type
MSWML115.31PQ� V
FAW
ME
120 VOLT CONDUIT TO PHOTOCELL
120 VOLT CONDUIT TO POWER SUPPLY
PLY
(3) 60w POWER SUP
12 VOLT WIRE TO LETTERS
ELECTRICAL LAYOUT
1/0. = 1.
RECEIVED
JUN 18 2019
BUILDING
Architectural
[/GG- I I Graphics
Incorporated
2655 International Parkway
P.O. Box 9175
Virginia Beach, VA 23450
(757)427-1900
Project Title
MAZDA
I Date 03.23.16 0
AGI E.R M. ALAMELOUN
Lead Drafter NJC
Drawn By NJC/DDS
Project mgr. A. ISBELL
General Sign Speciflcations
Ej interior E Exterior
0 Single Faced 0 Double Faced
E]
E] Mon -illuminated
Illuminated
Volts -Amps(+/-)
Location
Windload
uJ
z
.J 0
—1 Lu
4 z
z _J
0 0
I— _J
3: q
in 9
0)
01
r
0 0
0 M
2 2
0 0
This document Is the sale pmp rty of Arohit—tuml
Graphics, In.., and .11 d.,I;a, rit—ft.t.,ing,
rcpmdtI-,, use and sale rights regarding the sarr,
am expressly forbidden' It Is submitted under a
confidential relationship, for a special purpose, and
,he by 90 9 this document s.u..s
.u.t.d; and Iirea. that"this document will not b,
—pied or reproduced in whole or In part, nor its
_ntcm, m—aled In any manner or t any person
--pt for lh, pufp,,e far which it was tendered, n,r
,ry , P"i-I fraturas peculiar to this design b,
in—, .. Icd in othoe projects.
1 Code Type
15340 1 C
Sign Type
G #:
MS66/ML15.31P4
1" JEWELITE TRIM MECHANICALLY
FASTENED TO CHANNEL LETTER
W1 #6 X 1/2" LONG 5.5.F.H. SHEET
METAL SCF EW5 @ 15" O.C.
- MIN 4 PER LETTER
.040" ALUM. RETU P N
STAPLED TO 13ACK
AGILIGHT ULTRA 450 6500K WHITE LEPS-
KEF L.E.D. LAYOUT PAGE
FOR EXACT SPECS
TRANSFORMER 13OX TO HOUSE
LED POWER SUPPLY
2" X 3/16" 5FACEF BLOCK ADHERED TO
TRANSFORMER 5OXWfVH5TAFE & MOUNTED
TO WALL AS REaD. (FEF, MOUNTING CHAFT)
DISCONNECT SWITCH
110'X &LONG FLEXIBLE LIQUID TITE
CONDUITWHIP TO OWNER PROVIDED
POWER SUPPLY
AGILIGHT 6OW LED POWER SUPPLY
9116" PAIGE ELECTRIC WALL 15U5TEF
- FOR LOW -VOLTAGE WIFE FA55-THRU
1/8" WHITE ACRYLIC FACE #2447
3MM ACM BACKER
'PRE -FINISHED -WHITE.
WOOD 13LOCKING AS FEQ'O.
BY INSTALLER
114!'-20 ZINC COATEP
STEEL FIYET NUT
. MOUNTING HARDWARE
AS FEQ'P. ( SEE CHART)
ALUM. TU13E 5FACEIR AS FEQ'I) PER
EX15TING WALL CONPITION5
- PROVIDED 13Y INSTALLER
1"'0 WEEP HOLES
W1 LIGHT SHIELD
I v 5"
(]:) SIDE SECTION
2..J 1/4" = 1"
NOTE5:
1.) VERIFY MOUNTING CONDITION.
2.) OWNER 5UPPLIEP POWER TO 13E WITHIN
5'- 0" OF AGI TRAN5FORMER 13OXE5.
MOUNTING HARDWARE
CHART
114!'ZINC PLATED STEEL
THREADED POP THRU WALL
1W LAGS WITH SHIELDS
114�'TOGGLE BOLTS
NOTE:
1) THREADED ROD WILL BE PROVIDED STANDARD
- ALL OTHER HARDWARE 15 TO DE PROVIDED BY
THE INSTALLER AS REQ.
2) DESIGN INTENDED FOR NOT GREATER THAN
3RI) STORY MOUNTING - HIGHER ELEVATIONS
REQUIRE REVIEW
AGLI *
Project Title
MAZDA
Date 04.04.19
AGI EoR N. CARRELL
Lead Drafter NJC
Drawn By TLW
Project Mgr. M. TIPTON
General Sign Specifications
E] interior N Exterior
E Single Faced F] Double Faced
El
0 Non4lluminated
Illuminated
-Volts _ArrI
Location EDMONDS, WA
Windload
.0
0
.4
>
al
RECEIVED
r
This document Is the sole property of AGI, and all
design, manufacturing, reproduction,— and sale
18 2019
JUN
rights regarding the same am expressly forbidden.
It 1. submitted under a confidential relationship,
to' a special purpose, and the mciplent, by accepting
and agrees I a
'h:: d-c .. a,s=, h
BUILDING
c,"t
.. at b:ust,dy
Ih do will copied or reproduced
1, whole or In part, nor its contents revealed in any
..nner or to any purpose for which It was tendered,
n:r any special features peculiar to this design
b incorporated in other projects.
Type
35583
C
Sign Type
PGi #:
International PkwY.
'2�655
V 'i
irginia Beach, VA 23452
RE-DN-18-7
13
Proposed Signage
ARX
A
91
41
I<)
V-0 15/1 (53" 11/2"
cri
81-47/811
6-1115/16" 11/2"
4'-10 11/16"
"MAZDA"
NOTES:
N04 - AGI to install new custom BP-30 Monument
@ 14' OAH, Chrome Illuminated. Dealer to provide
electrical within 5'
V-0 15/16"
6 5/8"
mc/57�— 6C /00,
DEALER IDENTIFICATION PROGRAM
Site: Doug's Lynnwood Mazda
Address:
Doug's Lynnwood Mazda
22130 WA-99
Edmonds, WA 98026
File Name: Doug's Lynnwood Mazda Brandbook_122117
Page: 12ol`14
Drawn By: GLH
Creation Date: 12J21117
Rev. 1: 03/08/19 g1h Rev. 6:
Rev. 2:03/14/19 glh Rev. 7:
Rev. 3: Rev. 8:
Rev. 4: Rev. 9:
Rev. 5: Rev. 10:
IMPORTANT APPROVAL NOTIFICATION
ONCE APPROVAL HAS BEEN RECEIVED, YOU WILL
BE HELD FINANCIALLY RESPONSIBLE FOR ANY
ADDITIONAL CHANGES OR ADJUSTMENTS TO THE
RECOMMENDED SIGNAGE.
Authorized Signature:
Print Name:
Date:
El Approved As Shown
[--] Approved with Changes Noted
This Brand Book represents the Mazda North American Operations
approved location placement for proposed signs.
No variation vvill be permitted.
Drawings are the exclusive property of AGI.
Any unauthorized use or duplication is not permitted.
I A
!R 11
RECEjvm=r%
IF Ift.1100
JUN 18 2019
6Uj.q
. LDING
2655 International Pkwy., Virginia Beach, VA 23452
PHONE: (757) 427-1900 - Fax (757) 430-1297
www.AGISign.com
a -�6
Proposed Signage
C)
— a
qt
zt
-Allowable sq ft for freestanding sign:
526' of lineal street frontage allows 160 sq ft of total sign area
-Total sq ft of face excluding structural elements = 28.46 sq ft
V-0 15/16" 11/2"
11/2" --4— V-0 15/16"
81-47/511
51-11115/1611
4'-10 11116"
"MAZDA"
NOTES:
N04 - AGI to install new custom BP-30 Monument
@ 14' OAH, Chrome Illuminated. Dealer to provide
electrical within 5'
65/611
00, a
DEALER IDENTIFICATION PROGRAM
Site: Doug's Lynnwood Mazda
Address:
Doug's Lynnwood Mazda
22130 WA-99
Edmonds, WA 98026
File Name: Doug's Lynnwood Mazda Brandbook 122117
Page: 12 of 14
Drawn By: GLH
Creation Date: 12/21117
Rev. 1: 03/08/19 glh
Rev. 6:
Rev. 2: 03/14/19 glh
Rev. 7:
Rev. 3:
Rev. 8:
Rev. 4:
Rev. 9:
Rev. 5:
Rev.10:
IMPORTANT APPROVAL NOTIFICATION
ONCE APPROVAL HAS BEEN RECEIVED, YOU WILL
BE HELD FINANCIALLY RESPONSIBLE FOR ANY
ADDITIONAL CHANGES OR ADJUSTMENTS TO THE
RECOMMENDED SIGNAGE.
Authorized Signature:
Print Name:
Date:
F-1 Approved As Shown
[� Approved with Changes Noted
This Brand Book represents the Mazda North American Operations
approved location placement for proposed signs.
No variation will be permitted.
Drawings are the exclusive property of AGI.
Any unauthorized use or duplication is not permitted.
2655 International Pkwy., Virginia Beach, VA 23452
PHONE: (757) 427-1900 - Fax (757) 430-1297
www.AGISign.com
LZ
JUL 0 9 20ig
Q i Y 01 - L-01,J60ii�[JS
GENERAL
I . ALL MATERIALS AND WORK SHALL CONFORM TO THE REQUIREMENTS
OF THE! 201 G CALIFORNIA BUILDING CODE (CEIC).
2. CONSTRUCTION METHODS AND PROJECT SAFETY: DRAWING5 AND
5PECIFICATiON5 REPRESENT THE FINISHED STRUCTURE AND DO NOT
IND,CATE METHODS, PROCEDURES, OR SEQUENCE OF
CONSTRUCTION. TAKE NECE55ARY PRECAUT-01,15 TO MAINTAIN AND
ENSURE THE INTEGRITY OF The STRUCTURE DURNG CONSTRUCTION.
THE EOR WIL-_ NOT ENFORCE SAFETY MEASURES OR REGULATIONS.
THE CONTRACTOR 511ALL DESIGN, CONSTRUCT, AND MAINTAIN ALL
SAFETY DEVICES AND SMALL BE 50LELY RESPONSIBLE FOP
CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND
HEALTM STANDARDS. LAWS, AND REGULATIONS.
3. VEPIF1 ALL DIMENSIONS, E,-EVATION5 AND SITE CONDITIONS PRJOR
TO THE START OF CONSTRUCTION AND NOTIFY THe ENGINEER
IMMEDIATELY OF ANY DISCREPANCIES OR,NCON515TENCIES THAT
APE FOUND. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED
DIMENSIONS. 00 NOT SCALE DROkWINGS.
4. ALL OMISSIONS AND/O? CONFLICTS BETWEEN THE VARIOUS
ELEMENTS OF THE WORKING DRAWINGS AND SPECIFICATIONS 5'IALL
BE BROUGHT TO THE ATTENTION OF The ENGINEER AND FIELD
INSPECTOR. THE ENGINEER SHALL PROVIDF A SOLUTION MOR TO
PROCEEDING W,Th ANY WORK AFFECTED BY THE CONFLICT OR
OMi5SION.
5. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOP
ANY PART Or THE WORK, USE THOSE FOR OTHER 51MILAF WORK.
G. WHEN A OCTAL 15 IDENTIPiED AS TYPICAL. APPLY IN ESTIMATING AND
CONSTRUCTION TO EVERY UrE CONDITION WHETI-EP OR NOT THE
REFERENCE 15 REPEATED IN EVERY INSTANCE,
7. CHANGES TO THE DRAWINGS: OBTAIN PRIOR WRITTEN APPROVAL.
8. WORr, PERPORMED IN CONFLICT WITH THE DRAWINGS OR
APPLICABLE BUILDING CODE REO(AREMENT5 SHALL BE CORRECTED
AT THE EXPENSE OF THE CONTRACTOR.
DE51GN CRITERJA
I . STRUCTURE 15 DESIGNED IN ACCORDANCE WITH ASCE 7.1 Oi
MiNIMUM DESIGN LOAD5 FOR BUILDINGS AND OTHER STRUCTURES.
2. WIND LOAM
BA51C W-NO SPEED, Vu-- - 129 MPH
R15K CATEGORY, It U705URZ: C
3. SNOW LOAD;
IMPORTANCE FACTOR. Izs = 1.0
SURFACE ROUG-11NE55: - EXPOSURE: -
GROUND 0 p5F
ROOF P5F
4. ROOF LIVE LOAD: P5F
S. SEISMIC CRITERJA:
51TE CLASS: D R15K CAT: It SOC: D
5S - 1.74G FA = 1.000
5 = 0.749 Fv = 1.500
IMPORTANCE FACTOR. 1, = 1.0
RESPONSE MODIFICATION FACTOR, = 3.0
AMPLIFICATION FACTOR, A, = 2.5
OVER5TRENGTH FACTOR, Ob = 2.5
STEEL
I . STEEL 5"IAPE5 SHALL CONFORM TO THE FOLLOWING (U.N.O.).
RND. H55 A_5TM A500. GP B Fy=42 K51 MIN.
5Q./RfCT. 1155 ASTM A500, GR B Fy=46 K51 MIN,
ThREADED ROD A5TM A3G Fy=3G K51 MIN.
5TEEL PLATE ASTM A3G Fy=36 R51 MIN.
ANGLE * CHANNEL A5TM A3G Fy=3G KSI MIN.
5TD. PIPE A5TM A53, GR B Fy=35 K51 MIN.
STPUCT. P1PE A5TM A500. GR B Fy=4G K51 MIN-
2. MACIIINE 5OLT5 SPECIFIED A5A307'54ALL CONFORM TO ASTM
A307 w/ N UT5 PER ASTM A5G3A ii WASHERS PER ASTM F844
(U.N.O.). THRfADED PARTS, NUTS, AND WASHERS SHALL BE HOG OR
ZPA5 DEHNeD MEREIN.
3. STRUCTURAL BOLTS SHALL CONFORM TO A5TM F3125 GRADES
A325 CR A490 AS SPECIFIED ("A325'ORA49O`) / NUTS PER
A5TM A563DH 4 WA5HFR5 PER A5TM F43G.
A. WHERE DESIGNATED AS %X". CARE MUST BE TAKEN TO EN5UR_'
THREAD5 APE EXCLUDED FROM TtlE SHEAR PLANE(S).
5. WHERE DESIGNATED AS %N'OP IF NO DE51GNATION 15 NOTED,
THREAD5 MAY BE INCLUDED IN THE 5HFAR PLANF(S).
C. WHERE 5PECIF,ED, 'A325"MAY BE HOG OR ZP AS DEFINED
MEREIN.
0, GRADE "A490" SMALL NOT Be HOG OR ZP AS DEFINED HEREIN.
4. ANCHORS CAST IN CONCRETE SHALL CONFORM TO A5TM F 1554
GR. 3G (U,N.O.) wl NUTS TO ASTM A563 AND WA5flER5 TO ASTM
F,43G. PARTS SMALL BE MOT -DIP GALVANIZED (MDG) OR ZINC
(MFChANtCAL) PLATED (Zf'). PARTS EMBEDDED ENTIRELY IN
CONCRETE MAY BE PLA,N STEEL.
5. WHERE SPECIFIED FOR STEEL THREADED PARTS, NUTS, AND
WASHERS, HOT -DIP GALVANIZING (MDG) SMALL CONFORM TO A5TM
1`2329 AND ZINC (MECHANICAL) PLATING (ZP) TO CLA55 55 PER
ASTM BG95.
G. PLAIN STEEL FASTENERS ARE NOT TO BE USED UNLF55 SPECIFIED.
7. ZINC ELECTRO-PLATTO FASTENERS PER A5TM F 1941 MAY BE
SUBSTITUTED FOR INTERJOR APPIUCATION5, BUT ARE OTHERWISE
NOT TO BE USED UNLESS SPECIFIED.
8. NUTS AND WASHERS SMALL HAVE THE SAME COATING AS THE
CORRC5POND,NG ThR!ADED PART.
9, WHERE SPECIFIED, IRON AND STEEL HARDWARE SHALL BE -,IOT-DI?
GALVANIZED PEP A5TM A 153.
10, STAINLESS STEEL (55) BOLTS. STUDS, AND THREADED ROD 5HALL
CONFORM TO A5TM F593 AND 51 ALLOY 304 OP 3 19 w/ NUT5 TO
A5TM F594. NUTS AND WASHERS SHALL MATCH THE ALLOY OF The
THREADED PART,
11� WELDINGi
A. WELD 5TRUCTURA-_ STEEL IN COMPLIANCE WITH AN5VAW5 D 1. 1
AND AISC SPECIFICATION. CHAPTER J. WELDERS SMALL BE
CEPTIPIED AS REQUIRED BY THE LOCAL BUILDING AUTHORI�Y.
WELDING SMALL BE DONE BY ELECTRIC ARC PROCE55 USING
LOW-HYDROCEN ELECTRODES WIT1.1 SPECIFIED TEN511-E STRENGTH
NOT _155 THAN 70 KSI UNLESS NOTED OTHERWISE.
B, UNLE55 A LARGER WELD 512C 15 INDICATED, PROVIDE MINIMUM
51ZE WELD PER A-5C SPECIFICATION, SECTION J2, TABLE J2.4,
ALUMINUM
1. FABPICATE AND ERECT ALUMINUM IN COMPLIANCE WTH THE 2010
ALUMINUM DE51GN MANUAL (ADM 1), T'.1E SPECIFICATIONS FOR
ALUMINUM SHEET METAL WORK (A5M35), AND CHAPTER 20 OF THE
BUILDING CODE.
2. ALUMINUM 5MAPE5 SMALL CONFORM TO THE FOLLOWING:
PIPE 4 TU13E GOG I -TG A5TM B429 Fy=35 KS1 MIN.
5TRUCT. PROP.LeS GOG I -TG A5TM B308 Fy=35 K5t MIN.
SHEET 4 PLATE GOG I -TG A5TM 13209 Fy=35 KSi MIN.
STAPLE TUBE COG3-T5 A5TM B22) Fy= I G K51 MIN,
3. ALL SHOP AND FIE0 WELD5 SMALL BE PERFORMED BY AN AISC
QUALITY CEPTFIED FABRICATOR.
4. UNLE55 A LARGER WELD SIZE 15 INDICATED, PROVIDE MIN,MUM 512E
WELD PEP ADM 1.
5. SMALL Be 5556 ALLOY REGARDLESS OF MEMBER THICKNESS.
NO OTHER FI-_-_ER ALLOY SHALL BE USED UNLESS NOTED
OTHERWISE.
CONCRUE * REINFORCEMENT
I . MINIMUM 28-OAY COMPRESSIVE NTR NGTH ft) SMALL BE 2,500
P51.
2. REINFORCEMENT TO BE A5TM At. 15 GP GO, Fy=GO K51 UNO�
3, CALCIUM CHLORIDE OR ADDED CPLOPJDE 15 NOT PERMITTED.
4. ALL REINFORCED CONCRETE SMALL BE CONSOLIDATED WiT�l
MEChANICAL VIBRATORS.
5. MINIMUM CONCRETE COVEP-'
CAST AGAINST 4 EXPOSED TO EARTH S*
EXPOSED TO EARTH OR WEATHER 21
G. CHAIRS AND SPACERS: AS REQUIRED TO MAINTAIN COVER.
7. SIGN MAY Be INSTALLED ON FOUNDATION AFTER A MINIMUM
CURING T!MF OF (14) DAYS PROVIDED CUR-NG PROCE55 15
PROFFPLY MAINTAINED PER ACI 3 18.
8. GROUT SHALL BE NON-SMRNK AND NON-METALUC WIT11 A MINIMUM
COMPRE551VE STRENGTH OF 5,000 P51 AT (1) DAY. Mtx AND PLACE
IN ACCORDANCE WITH MANUFACTURER INSTRUCTIONS.
FOUNDATION5
1. OeSCN BEARING PRESSURES ARE PER CEIC CLA55 5 PRESUMPTIVE
VAWE5 (NO SPECIAL INSPECTION REQUIRM:
LATERAL BEAR N G � 100 PSFIFT
VERTICAL BEARING: 1,500 PSI`
EX15TING CONDITION5
I . ENGINEER WILL NOT BE PERFORMING ON -SITE INSPECTIONS OR
VERIFICATIONS. IT 15 THE RESPONSIBILITY OF Tilt INSTALLER AND
OWINER(5) TO IDENTIFY EXISTING CONDI1110145 AND CONTACT
ENGINEER WIT' .1 ANY D15CREPANCIES OR CONCERNS.
2. FX15TING INFORMATION HAS BEEN fUPNI54ED BY THE ENTITY WHOM
THIS DOCUMENT WAS PREPARED POR- ENGINEER IN NO WAY
CERTIFE55 THIS INFORMATION A5A5-BUILP.
3� FEATURES OF WOFKANNOTATED AS *VfRrY` (OR SIMILAR) MUST &E
INSPECTED, VERIFIED AS SUCH, AND DOCUMENTED PROR TO
FABRICATION AND INSTALLATION.
4. if THERE 15 ANY REA50N TO BELIEVE T11E FX15TING CON04TIONS
DETAI,-D hEREIN ARE NOT ACCURATE, CONTRACTOR SHALL CEA5F
WORK AND NOTI1Y ENGINEER -IMMEDIATELY.
CONTRACTOR 5hA---- INSPECT AND CONFIRM THE QUALITY OF
EXL' TING STRUCTURE AS 'IN GOOD REPAJW. STRUCTURE SHALL BE
FREE OF CORROSION. DECAY. AND ANY OTHER MATERIAL,
FABRICATION. ASSEMBLY. OR INSTALLATION EXPECT. IF THERE ARE
A14Y INDICATIONS THAT TH15 15 NOT THE CASE, CONTRACTOR SHALL
CEASE WORK IMMEDIATELY AND NOTIFY ENGINEER.
PRODUCT EVALUATION REPOKT 5CHEE)ULE
WHERE APPLICABLE, ANChOR5 SHALL CONFORM TO AND BE INSTALLED
PER THEIR RESPECTIVE EVALUATION REPORT(5) AS FOLLOWS:
ANCHOR TYPE (REPORT NAME) ICC_E5R # LARK #
HILT] K13TZ MASONRY ANCNOK5 3785
2GO57
HILTi K53 MA50NRY ANCHIOR5 1385
25577
HILT, K53 CONCRETE ANCHOR5 2302
25901
HILTI KBTZ ANCHOR5 IN CONCRETE 19)7
25701
HILT[ HIT-t1Y 200 ADHESIVE ANCHOR5 IN CONCRETE 3187
255r-4
HILTI MIT-hy 200 ADHESIVE ANCHORS IN MA5ONW. 39G3
2GO77
TAPCON ANCHORS (IN MASONRY] 1671
TAPGON% ANCIMOR5 [IN CONCRETtl 2202
TAPCON + SCREW ANCHOR5 AND 5AMMY'5 THREADED
ROD ANCHOR5 [IN CONCRETE] 3699
ITW BUILDEX TEK5 SIDE, 1975
2591
54MP50N TITEN ID SCREW ANC'1OR5 [MA50NFM 1056
255GO
SIMPSON TITEN 40 SCREW ANCHOP5 (CONCRETEI 2713
25741
SIMP50N 5TRONG-50LT 2 WEDGE ANCMOR5 [CONC.) 3037
25705
ABBREVIATION5
ABV.
ABOVE
HOG.
HOT DIP GALVANIZED
ADVIL.
ADDTIONAL
NO?.
HORIZONTAL
AFF
A50VE FIN15hED F-_OOP
OC,
ON CENTER
ALT.
ALTERNATE
LOC.
LOCATION
ALUM.
ALUMINUM
MAX.
MAXIMUM
AOIP_
ARCHITECT Or RECORD
MIN.
MINIMUM
ARCH.
ARCHITECTURAL
(N)
New
BTM.
BOTTOM
NTE
NOT TO EXCEED
"G.
BLOCKING
0/
OVER
CIRC.
CIRCLE/CIRCLAR
OD.
OUT54DE DIAMETER
CONIC.
CONCRETf
OPT.
OPTIONAL
CONN.
CONNECT�ON
PENE,
PENETRATION
CONT.
CONTINUOUS
RJENF.
REINFORCEMENT
CrR.
CONTRACTOR,
PND.
ROUND
DiA.
DIAMETER
SIM.
5tMILAP
DET.
DETAftiER
59.
5TAINLE55 STEEL
(E)
CASTING
5TD.
STANDARD
EXIST.
CASTING
SUPP.
SUPPLEMENTAL
EA.
EACH
50.
SQUARE
E.W.
eAC't WAY
T/O
TOP OF
EUEV.
ELEVAT-ON
TYP.
TYPICAL
EMBED.
EMBEDMENT
Thr,
T*CKNe55
EOK.
ENGINEER Of RECORD
UNO.
UNLESS N011D OTHERWISE
FA5.
PABpjCATOFrAMCATiON VERT.
VERTICAL
FDN.
FOUNDATION
Vff.
VERJPY IN FIELD
FRM'G�
FRAMING
Yd
WT4
FTG.
FOOTING
W/o
WITHOUT
GC.
GENERAL CONTRACTOR
2F.
ZINC (MECHANICAL) PLATED
___j
The cie5ie3n5. details and specifications contained in this drawinq are confidential. The recipient5 of this drawinq hereby acknowledcje and aejree that it is the sole property of Reverence
P ------- F.- n- ;,,- �k A-.".- �1,111 -1- k- _.A� -th-& R F.. 1. bptwp-pn Arawina�. sverifications. and details
TH15 AREA INTENTIONALLY LEIFT BLANK
orf N, Cory
RECEIVED
jUN 18 20ig
BUILDING
1&LDM%Rw013&
incj and that they shall neither use nor reveal any of the desi�jris, details and 5pecAcations contained in this drawing, outside of the contractual a�
in contract iocument5. Reverence Enaineerinq shall decide which indicabon must be followed and their decision shall be final. Copynellit Reverence
RE
REVERENCE
ENGINEERING
www.reverenceen,3incerin,3.com
(G 19) 354-1 152
GOO E3 5TREET, 5TE 300
SIAN DIEGO, CA 52 1 Of
PREPARED POP:
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PROJECT #;
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SHEET:
51ZE�
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expressed written permi5sion
n&j. AJI ri,3ht5 re5erved.
AX, BOUNDARY
AAXIMUM DESIGN SURFACE
MOWN; ACTUAL CABINET
MAY VARY.
REINf. PER ELEV,
BASE PLATE A5V.
PER PLATE DETAIL
R. yd EMBED. PL,
R PEP FLFV.
C11t.
---- ------
4
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MAX' OUTLINE OF
GROUT PAD A5V.
(T,
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AS REQ`D,)
SECTION A -A
(NOT TO 5CALE)
G,
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AX. GROUT PAD
GRADE
'URAL 501L
D15TURSED)
:)N PABG-30 ANCHOR RODS
v0 ALT. PER SUB. 5CHED-) w/
�AVY HEX NUTS QIHEAVY HS<
IG NUTS
-) #5 BARS EVENLY SPACED
4) #4 BARS (0 2- TOP 4 BTM.
@ 12'MAX. 0 . C.
NOTE:
MO—NCRETE PIER 15 TO BE POURED
TIGHT AGAINST UNDISTURBED 50IL.
BACKFILL 15 NOT ACCEPTABLE.
�If
5PECIFtED A�TES�ATI�E APEMEILY
5IMP50N M5t[).
R5 50
.?A5-2 DIA. IMA51-11!F, 5IZE 3
L
PAB4(h)-YY /F 112" 50- - -ye
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PAB5(h)-YX V�, I zy�, so. X&
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17le
?A[39(H)-)O( Iya, �w SQ. x V
2'
PAB I 0N)-)0( I/V V2' 5 Q. x %
NOTES;
1. WHERE DETAILED AS HIGH STRENGTH
�h`). USE wl GR. 105; OTHERVASF,
USE GF. 36 MIN.
2. 'YX 15 THE TOTAL POD LENGTH
3. WASHER SIZES ARE MINIMUMS.
4. WA5HER5 AND BASE PLATES TO HAVE
5TD. HOLES.
0�g � D�,— +,fd'
DBL. HEAVY HEX NUTS
STD. WASHER U.N.O.
5-- IWA5' HER U.N.O.
"EAVY HEX LEVEljNG NUT
HEAVY HEX NUT
EMBED. WASHER
BY MFF. OR ?fR
SUB. 5CHED.
3 HEAVY HEX NUT
ANCNOR5
PEP E�Ev.
TUBE PER
I--- ELEV,
'7
I'PL, RECEIVED
PLATE DETAIL
(NOT TO 5CALE)
JUN 18 2019
BUILDING
II -4-SKIRT ILIVATION
The de5i6jn5, details and specifications contained in this drawing are confidential. The recipients of this drawincj hereby acknowled,3e and aqree that it is the sole property of Reverence Encjineerinq and that they shall neither use nor reveal any of the desiqns, details and specifications contained in this drawing, outside of the contractual a,
Reverence En,:j:ineerjn4j. Deviations from this drawinq shall not be made without consultinq Reverence Enqmeenncj. In case of mconqruitie5 between drawinej5, specifications, and details included in contract documents, Reverence Enjineerinq shall decide which indication must be followed ara their decision shall be final. Copyright Reverence
RE
REVERENCE
E N G I N E E R I N G
www.revercnceen�incerinci.com
(G 19) 354-1 152
GOO 13 5TREET, 5TE 300
5AN DIEGO, CA 92 101
PREPARED rOP:
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Dat�:
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ENGINEER: [3,15
DWG TITLE:
5TKUCTUP,AL
5hffT:
5tZE:
5.2
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�e55ed written permission
All nqht5 reserved.
5,MP50N PABG-30 ANCHOR ROD5
--,,
1
111
Ll
PLATE PER DETAIL w/
(OR 3/4V ALT. PER SUB. 5CHED.) .4
08L. HEAVYMEY NUTS 0/ HEAVY HEX
1- 1/2' MAX. GROUT PAC)
LEVELING NUTS
GRADE
'z
A.
4
ci U
AV
NATURAL SOIL
. . . . . .
4 ..
4
(UNDISTURBED)
. . . .
V 4
4
W
4
#G BAR5 12 D.C.
'A
EA. WAY TOP t 5TM.
7
4
3� CLR,
9'-O"x 5'-C"PERP.
pt
SIM15ON PABG-30 ANCHOR RODS
(OR 3/410 ALT. PER 5U5. SCHEID.) w
HEAVY HEX NUTS HEAVY HEX
P,-ATE PE 2
R DETAIL W/ D
I - 1 /2" MAX. GROUT PA
51 MP50N PABG-30 ANCHOR RODS
(OR 3/4-0 ALT. PER SUB. SCHED.) a
DEE. t1ffAVY HEX NUT5 a HEAVY HEX
PLATE PER DET A-L %Y
1- 112" MAX. GROUT PA D
K2
DBL. a/
LEVELING NUTS
LEVELING NUTS
GRADE
GRADE
4
4
4
NATURAL 501--
NATURAL SOIL
(UND15TUPBID)
(UNDISTURBED)
4
4
#G -IOPIZ. @ 8" O.C.
is (EA. fACE)
4 #r. HO-JZ. @ & O.C.
#G VERT. @ 12' O.C. 15� (ZA. PACE)
(EA. FACE) :4
#r. veRT, @ 12. O,C.
4 (eA. FACE)
4
4
4
F —Cp
OL 3'CLR. 3" CUR, 3'CLR. 3' ILI.
U U
2,-r JUN
BUILDING
RE
REVERENCE
E N G I N E E R I N G
www.reverenceeric3incerin6j.com
(G 19) 354-1 152
GOO 13 5TREfT, 5TE 300
5AN 01fG0, CA 92 1 Of
PREPARFE) FOR:
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MG TITLE: 5TRUCTUPAL
SHEET:
SIZE:
5.3
15
15
In
2�
Z,
In
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zi
The designs, details and specifications contained in this drawing are confidential. The recipients of this drawing hereby acknowledge and agree that it is the sole property of Reverence Engineering and that they Shall neither use nor reveal any ofthe desi.]n5, details and specifications contained in this drawing, outside of the contractual agreement expre55ed written permi55ion
C-- �6- —11 — "- —A- -&6-.& 12--- F--- I� — f A"."— and details nclud&d ri —rift,rt dnnumpnt�- R—p—P, F—np.pmn. shall Aeciae wh,rh m6r�fion m.qt be followed arid theirdecision shall be final. Coovriaht Reverence Enaineerina. All naht5 reserved.
T
43
- J.