2015-0056 (SIGN)October 27, 2015
Mr. Bill Sigurdsen
Sign -A -Rama
41-945 Boardwalk, Suite L
Palm Desert, CA 92211
SUBJECT: SIGN PERMIT APPLICATION 2015-0056
VILLAGGIO APARTMENTS MONUMENT SIGN
Dear Mr. Sigurdsen:
The Community Development Department has reviewed and approved your request for
one (1) permanent freestanding non -illuminated monument sign, to be located on the
southwest corner of the east access drive of the Villaggio Apartments at 80175 Avenue
52. The approval is subject to the following Conditions of Approval:
1. This approval allows one (1) permanent freestanding non -illuminated monument
sign, not to exceed 24 s.f. of sign area. .
_k 2. Design, installation and materials for the sign shall be per the approved plans on
file with the Community Development Department for SA 2015-0056.
3. A building permit shall be obtained prior to any installation work on the sign being
started.
Should you have any questions, please feel free to contact me at (760) 777-7069.
Sincerely,
Wallace Nesbit
Principal Planner -
c: Building Division ,
78495 Calle Tampico I La Quinta I California 92253 1 760.777.7
Qg-
CITY OF LA QUINTA
BUILDING & SAFETY DEPT -
APPROVED
FOR CONSTRUCTION RECEIVED
DA �-Var
OCT 2 2 2015
QTY OF LA QUINTA
COMMUNITY DEVELOPMENT
I
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-0c)
102'
15" DIAMETER �
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14.
A
3
Customer: Telephone: 760-xxx-xxxx
Jobsite: Customer Approval:
Villaggio at La Quinta F2x:760-xxx-)o=
Same
Address:
Landlord Approval:
.
80175 Avenue S2
La Quinta, CA 92253 ELEVATION
Signarama
Contractor's Lic # 830131 C45,C61/D42
Dwg- No.: 74208 Rev": 2
YOUR SIGNATURE ACKNOWLEDGES FULL APPROVAL OFDESIGN CONTENT
AND LAYOUT, RELEASING SIGN"A-RAMA FROM RESPONSIBILITY IN REGARD
The way to grow your business.
Date: 10-22-15
TO INCORRECT DESIGN AND INFORMATION. THE COLORS SHOWN ARF ONLY
41945 BOARDWALK, SUITE L
Workers Com #1938807
P'REPRESENTATIVE
Designer: JT
OFACTUAL PMS COLOR CALL OUTS FINAL COLOR WILL
PALM DESERT, CA 92211
BE MATCHED AS CLOSE AS POSSIBLE. COMMENSURATE WITH MATERIALS USED
PH 760.776.9907 FX 760.776.9844
City Lic. #97005491
Salesperson: BS
THIS MAY N07 BE USED WITHOUT
/
CONSRY ENT SIGN A*RA
THE EXPRESSED WRITTEN CONSENT OF SIGN'A'RAMA
EXPREESIGNSSED
ED WRITTEN
A
3
)NUMENT
)N
Sig arama
The way to grow your business.
41945 BOARDWALK, SUITE L
PALM DESERT, CA 92211
PH 760.776.9907 / FX 760.776.9844
Contractor's Lic # 830131 C45, C61/D42
Workers Comp. #1938607
City Lic. #97005491
Customer:
Villaggio at La Quinta
Address:
80175 Avenue 52
La Quinta, CA 92253
DWg. No.: 74208
Date: 10-16-15
Designer: JT
Salesperson: BS
Telephone: 760-x xx-xxxx
Fax: 760-xxx-xxxx
ELEVATION
Rev.. 2
Jobsite: Customer Approval:
Same
Landlord Approval:
YOUR SIGNATURE ACKNOWLEDGES FULL APPROVAL OF DESIGN CONTENT
AND LAYOUT, RELEASING SIGN'A*RAMA FROM RESPONSIBILITY IN REGARD
TO INCORRECT DESIGN AND INFORMATION. THE COLORS SHOWN ARE ONLY
REPRESENTATIVE OF ACTUAL PMS COLOR CALL OUTS. FINAL COLOR WILL
BE MATCHED AS CLOSE AS POSSIBLE, COMMENSURATE VVITH MATERIALS USED
THIS DESIGN IS PROPRIETARY PROPERTY AND MAY NOT BE USED WITHOUT
THE EXPRESSED WRITTEN CONSENT OF SIGN'A•RAMA.
I
11
e
24"
DIA.
TYP..
ELEVATION
N.T.S.
-x www.y)Inc.00m SHEET TITLE:
3 .Ge 25379 WAYNE MILLS PL. SUITE 272
00 `,c%l VALENCIA, CA. 91355
TEL. (661)259-0700 FAX. (661)259-0900
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
DATE BY
(� 2-1/2" DIA„ t=0.203
I ST'D. ST'L. PIPE
r _ _
CONNECTION
A (4 PLACES) N.T.S.
1/2" GALV. ST'L,
THRU-BOLT, TYP.
FRAME
TYP.
R E C R VE D
t
OCT 132015
i
CITY 0i-= 1-A QUINTA
COMMUNITY DEVELOPMENT
Sign Design Based on 2013 CBC
_-
+
CONCRETE:
Job# JTS 131615
!Project Villa99io At La Quinta-Monument
�. j._.._. ......._.._._..-.._E.
'Job Location 80175 Avenue 521
DESIGN AND FABRICATION ACCORDING TO 2013 CBC
La Qu inta, CA
�,
DESIGN AND CONSTRUCTION ACCORDING TO ACI 318-11
SIGN DESIGN IS BASED ON ADEQUATE EXISTING SUPPORT ELEMENTS.
�'Exposure category (B,Co� _ �r �. _ _
RiskCategory�{
C
I }�
mph 1
it
Basic wind sed (3 sec. gust wind) K V
pemph—i---!---
;,Topographic factor `=. _ i Ke! =
120
1
lHeightof the sign !� t.__ `r hi =
tiVertical dimension (for wall, s = h) } E s i =
?Horiwntaldimension �� BI _
5.12
ii
It _ )
tt i I
5.12
9.50
IDimension of return cornerf L,I =
jt 1
1 :•--.....-....__..
ANALYSIS
2.42
R �+
{
PROVIDE ISOLATION OF DISSIMILAR MATERIALS.
Veloclty pressure
F7X-EXXX ELECTODES FOR SAW PROCESS.
qh = 0.00256i(hK2+KdV2 26.63 )psf
where
ER7 XX ROD FOR GTAW PROCESS.
EARTH. ,
'qh= velocity pressureatheighlh_ll J)(Eq.29.3-1;page307)
1Kh= velocity pressure exposurecoefficient (
_. ,__._ ..._.___.._...
_ .( 0.85
..:...
'evaluated at heightaboHe ground level, h (Tab. 29.3-1, page 310) ( _w
iKd= wind direc8o_nalityfactor. -i j(Tab.26.6-1, page 250) ;
i ( j
- ;j 0.85
(»~;
WELDS THAT HAVE A MINIMUM CHARPY V -NOTCH TOUGHNESS OF
Wind Force Case A: resultant force though the geometric center (Sec. 29.4,1
& Fig.29.A 1)
+ = 31.86
psf
= ` ' Max horiwntal wind pressure = p31.86 G Elf t
where:, G = gust effect factor; — I Seo 26 9, page 254)
JCr=netforcecoefficient. 1 (Fig, 29.4-1, page 311)!
tN=Bs=the gross area
y
_ 1 37.9
S� i
DESIGN SUMMARY.-�!_ t
'
t
._. _-tor
Allowable Stress Design Wind Fac = 0.6
Design Wind Pressure = 0.6 x p =
�( Design Windforce. F 19.12 x As =
Moment Arm = E
Design Moment = F x momenta rm = j
-,-......_. _ .._. _. _ _ _.
-
_-
19.12 psf
0.724 kips 1
1 2.819 1 f
`2042 kip -ft
_I _. .
(�{
I
IFooting Design 'lonconstrained)
IDiameter= 1
"Soil Pressure =
ISI = {
EMBED -=—i
2.00`FT-.
100, PSF/F..T
, 23(".67' SF
3.17 FT.. y, j._._......._...
t 24 lin. Dia.i I Depth =1 T-6"
^�
'Pole Desiqn STD. STL PIPE
Sec. Mod. Req'd. USE^ A53 Grade B {
S= 10.58 2-1/2" DID":, t=0.203 S=11.01���
NOTES:: - -
PROVIDE FULLY WELDED END CAPS AT OPEN ENDS OF STEELIALUM• ALUMINUM: 20FT-LB AT ZERO WAS DETERMINED BY THE APPROPRIATE AWS AS
TUBES, MATCH THICKNESS LIKE FOR LIKE. 1 CLASSIFICATION TEST METHOD OR MFG'S. CERTIFICATION.
DESIGN AND FABRICATION ACCORDING TO 2010 ALUM, DESIGN MANUAL
PLATES, ANGLES, CHANNELS, TEE, AND SQUARE TUBING: ALUMINUM ALUMINUM
ALLOY 6061 - T6 WITH 0,098 LBS PER CUBIC INCH. ALL WELDING IN ACCORDANCE WITH THE LATEST EDITION OF THE AWS A.5.10.
HEX CAP SCREWS AND STUDS: ASTM F468, NUTS: ASTM F467 FILLER ALLOYS PER TABLES M,9.1 & M.9,2 OF 2010 ALUMINUM DESIGN MANUAL.
DRN BY: J.E.M, DATE START DATE: Oct 07, 2015 PROJECT JOB #: JTS_ 131615-Villaggio at La Quinta Monument_Avenue 52 La Quinta CA.dwg
t10 Z&Fe b QUXLV TJA'CHK BY: C.M. SCALE: AS SHOWN PROJECT LOCATION: VILLAGGIO AT LA QUINTA SHEET #
80175 AVENUE 52
RFV RY• Y .1 LA QUINTA, CA 1 OF 1 .
STEEL:
WELDING::
CONCRETE:
GENERAL!
DESIGN AND FABRICATION ACCORDING TO 2013 CBC
STEEL
DESIGN AND CONSTRUCTION ACCORDING TO ACI 318-11
SIGN DESIGN IS BASED ON ADEQUATE EXISTING SUPPORT ELEMENTS.
PLATE, ANGLE, CHANNEL TEE, AND WIDE FLANGE: ASTM A36
DESIGN AND FABRICATION ACCORDING TO AWS 01.1.
COMPRESSIVE STRENGTH AT 28 DAYS, f'c=2,500 PSI
ROUND PIPE: ASTM A53 GRADE B OR EQUIVALENT.
AWS CERTIFICATION REQUIRED FOR ALL STRUCTURAL WELDERS.
MINIMUM.
ALL WELDING TO BE PERFORMED IN FABRICATION SHOP, BY CERTIFIED
HSS ROUND, SQUARE, AND RECTANGULAR TUBE: ASTM A500 GRADE B
WELDING PER AISC 341-10
CEMENT TYP II OR IV. W/C RATIO 0.45 BY WEIGHT FOR
WELDER. NO FIELD WELDING UNLESS SPECIFIED ON PLANS.
OR EQUIVALENT
E70 XX ELECTRODES FOR SMAW PROCESS.
PIER AND CAISSON FOOTINGS
PROVIDE ISOLATION OF DISSIMILAR MATERIALS.
ALL ANCHORS BOLTS SHOULD BE: ASTM F1554
F7X-EXXX ELECTODES FOR SAW PROCESS.
CONCRETE MUST BE POURED AGAINST UNDISTURBED
ALL MACHINED BOLTS SHOULD BE: ASTM A325/A307,
ER7 XX ROD FOR GTAW PROCESS.
EARTH. ,
COAT ALUMINUM IN CONTACT WITH CONCRETE WITH ZINC RICH PAINT.
BEARING TYPE CONNECTION REINFORCING REBAR: ASTM A615 GRADE
ALL WELDS SHALL BE MADE WITH A FILLER METAL THAT CAN PRODUCE
MAINTAIN A MINIMUM 3" CONCRETE COVER OVER ALL
THERE IS NO PROTECTION ZONE AS DEFINED IN AISC 341-10.
60 DEFORMED BARS
WELDS THAT HAVE A MINIMUM CHARPY V -NOTCH TOUGHNESS OF
EMBEDDED STEEL.
PROVIDE FULLY WELDED END CAPS AT OPEN ENDS OF STEELIALUM• ALUMINUM: 20FT-LB AT ZERO WAS DETERMINED BY THE APPROPRIATE AWS AS
TUBES, MATCH THICKNESS LIKE FOR LIKE. 1 CLASSIFICATION TEST METHOD OR MFG'S. CERTIFICATION.
DESIGN AND FABRICATION ACCORDING TO 2010 ALUM, DESIGN MANUAL
PLATES, ANGLES, CHANNELS, TEE, AND SQUARE TUBING: ALUMINUM ALUMINUM
ALLOY 6061 - T6 WITH 0,098 LBS PER CUBIC INCH. ALL WELDING IN ACCORDANCE WITH THE LATEST EDITION OF THE AWS A.5.10.
HEX CAP SCREWS AND STUDS: ASTM F468, NUTS: ASTM F467 FILLER ALLOYS PER TABLES M,9.1 & M.9,2 OF 2010 ALUMINUM DESIGN MANUAL.
DRN BY: J.E.M, DATE START DATE: Oct 07, 2015 PROJECT JOB #: JTS_ 131615-Villaggio at La Quinta Monument_Avenue 52 La Quinta CA.dwg
t10 Z&Fe b QUXLV TJA'CHK BY: C.M. SCALE: AS SHOWN PROJECT LOCATION: VILLAGGIO AT LA QUINTA SHEET #
80175 AVENUE 52
RFV RY• Y .1 LA QUINTA, CA 1 OF 1 .