BSOL2015-0025Bin #
Sign Permit App. 2015-00tity of La Quinta
Building &r Safety Division
Box 1504, 78-495 Calle Tampico
QC�'� La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #P.O.
Ij _
Project Address: Washington Park Retail Center.
Owner's Name:Washington-111, LTD
A. P. Number:
Address: 30240 Rancho Viejo Road, Suite B
Legal Description:
City, ST, zipSan Juan Capistrano, CA 92675
AD/S Sign Company
Contractor: 9 P Y �
Telephone: 760-485-5308
Address: 2950 Palisades Drive
Project Description:
city, sT, zip: Corona, CA 92880
Application to install 5 monument signs
Tele hone:800-862-3202
throughout the Washington Park Retail Center.
State Lic. # : City Lic. #;
Arch., Engr., Designer:
As approved by the Planning Department via
Sign Permit Application 2015-0032
Address:
City., ST, Zip:
Telephone:
State Lic. #:
Name of Contact Person: Bill Sanchez
Construction Type: Occupancy:
Projecta circle one): '
typ New ( ) e Add'n Alter Repair Demo
Sq. Ft.:#Stories: # Units:
Telephone # of Contact Person: 7607485-5308
Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Recd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance
Title 24 Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
god Review, ready for corrections/issue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
'"' Review, ready for corrections/issue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Tota Permit Fees
s`
2of4
10815 RANCHO BERNARDO RD., SUITE 260, SAN DIEGO, CA 92127
P ROJ ECTMANAG ER@SU LLAWAYENG.COM
ENGINEERING PHONE: 1-858-312-5150 FAX: 1-858-777-3534
PROJECT: WASHINGTON PARK RETAIL CENTER, 78-365 HWY.111. NO. 351, LA QUINTA, CA DATE: 07/06/2015
PROJECT #: 8843A-2 (REV. 10/22/2015) ENGINEER: AT
CLIENT: ARCHITECTURAL DESIGN & SIGN PAGES:
- 16'-0"
8'-6" O.C.
C?
O
6" STD. PIPE,
O.D. = 6.63„
t = 0.280"
o
o co
j
#3 @ 12" O.C.
EACH WAY, `D
TOP & BOTTOM MAT
2L -6"O
FRONT ELEVATION
(FOR SIGN TYPE A.1 & A.2 ONLY)
CITY OF LA QUINT,
BUILDING & SAFETY DEF'
APPROVED
FOR CONSTRUCTION
co
6'-0"
�,
lam. SPREAD FOOTING SIDE ELEVATION
(FOR SIGN TYPE A.1 &A.2 ONLY)
3of4
10815 Rancho Bernardo RD., SD, CA 92127
' projectmanager@sullawayeng.com
E.N 0:1 N;.E E R IaIN".G Phone: 858-312-5150 Fax: 858-777-3534
PROJECT: WASHINGTON PARK RETAIL CENTER DATE: 7/6/15
PROJ. NO.: 8843A ENGINEER: AT
CLIENT: ARCHITECTURAL DESIGN & SIGN
V2•7 building code; CBC 2013 units; pounds, feet unless noted otherwise
Applied Wind Loads; from ASCE 7-10
F=qZ*G*Cf*Af
structure
component
with qZ = 0.00256K,KnKdV2
(29.3.2 & 29.4)
Cf=
1.412
(Fig. 29.4-1)
. max. height= 9.0
Kzt=
1.0
(26.8.2) (=1.0 unless unusual landscape)
16.53
KZ from table 28.3-1
Exposure= , c
Kd=
0.85
for signs (table 26.6-1)
V=
110
mph
G=
0.85
(26.9)
weight= 1.425 kips
s/h=
1.000
H M„ (k -ft) Z req'd. (in)
Moi= 0.00 k -ft
B/s=
1.76
at grade 16.5 6.30
5 0.258
Pole
Loads
structure
component
height at
section c.g. K: qZ
pressure
qL*G*Ct
Wind
Ar shear Moment Mw
x 0.87
1
4.5 0.85 22.38
26.86
142.5 3828 17225
Footing Design footprint: round
co -1.3 (CBC 1605.3.2) CBC Table 1806.2, sections 1806.3.4, 1807.3.2
P=2.61 kip S1=Sxd/3 A=2.34xP/(S1xb) S=267
S1= 610 d =0.5xA (1+ (1+4.36x h/A) A.5) CBC 1807.3.2.1
A= 4.00
footing: 2' - 6" din.
6' - 10" deep
CITY OF LA QUINTA
BUILDING & SAFPT•
,APPROVED
FO .. CONSTRUCTI N
oAT� v" 2z• w r
sums: 142.5
3828
17.22 (MW) k -ft arm= 4.50
two pole distribution factor (asce fig. 29.4-1 ):
x 0.87
3340
15.03
for s/h=1, add 10% (asce fig. 29.4-1): _
x 1.10
16.53
Pu= 1.71 kip
M=
16.53 k -ft M=sgrt(MDLZ+MWS)
M�= sgrt(1.2MpL2+Mw2)= 16.53 k -ft
Pole Design section; pipe
M„ < OMA with Mn = fyZ fY 35 ksi
0= 0.9
H M„ (k -ft) Z req'd. (in)
Size(in) t (in)
Z
USE
at grade 16.5 6.30
5 0.258
6.8
6" Std. Pipe, �Mn=27.8 k -ft
Footing Design footprint: round
co -1.3 (CBC 1605.3.2) CBC Table 1806.2, sections 1806.3.4, 1807.3.2
P=2.61 kip S1=Sxd/3 A=2.34xP/(S1xb) S=267
S1= 610 d =0.5xA (1+ (1+4.36x h/A) A.5) CBC 1807.3.2.1
A= 4.00
footing: 2' - 6" din.
6' - 10" deep
CITY OF LA QUINTA
BUILDING & SAFPT•
,APPROVED
FO .. CONSTRUCTI N
oAT� v" 2z• w r