0307-393 (CSCS)LICENSED CONTRACTOR DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of
Chapter 9 (commencing with Section 7000) of Division 3 of the Business and
Professionals Code, and my License is in full force and effect.
License # Lic. Class Exp. Date
,626242 ( 33 CP Coq
Signature of
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from tyle Contractor's
License Law for the following reason: Pk
( ) I, as owner of the property, or my employees with wages as their sole
compensation, will do the work, and the structure is not intended or offered for
sale (Sec. 7044, Business & Professionals Code).
( ) I, as owner -of the property, am exclusively contracting with licensed
contractors to construct the project (Sec. 7044, Business & Professionals''
Code).
( ) I am exempt under Section B&P.C. for this reason
Date Signature of Owner
WORKER'S COMPENSATION DECLARATION
I hereby affirm under. penalty of perjury one of the following declarations:
( ) I have and will maintain a certificate of consent to self-insure.for workers'.
compensation, as provided for by Section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
( ) I have and will maintain workers' compensation insurance, as required by
Section 3700 of the Labor Code, for the performance of the work for which this
permit is issued. My workers' compensation insurance carrier & policy no. are:
Carrier gTATy yVT LN ' Policy No. 15013616.01
(This section need not be completed if the permit valuation is for $100.00 or less).
( ) I certify that in the performance of the work for which this permit is issued,
I shall not employ any person in any manner so as to become subject to the
workers' compensation laws of California, and agree that if I should become
subject to the workers' compensation provisions of Section 3700 of the Labor
Code, I shall forthwith' comply with those provisions.
,,,.,Date: m Applicant -��' �'Z
Warning: Failure to secure Workers' Compensation overage is unlawful and
shall "subject an employer to criminal penalties and III fines up to $100,000, in
addition to the cost of•compekation, damages as p ovided for in Section 3706
of. the Labor Code, inte-res�and attorney's fees.
IMPORTANT Application is hereby made to the D rector of Building and Safety
fob a permits subject' t6 -'the, conditions and rAirictions set forth on his
application-' �,
1. Each person upon whose behalf.':this application is made & each person at
whose request and for whose benefit'work is performed under or pursuant to
any permit issued as a result of this applicaton agrees to, & shall, indemnify
& hold harmless.the City of La Quinta, its officers, agents and employees.
2. Any permit issued" s a result of this application becomes null and void if
work is not commenced within 180 days from date of issuance of such
permit, or cessation of work for 180 days will subject permit to cancellation.
I c,,Kif that I have read this application and state that the above information is
correct: I agree to comply with all City, and State laws relating to the building
construction, and hereby authorize representatives of this City to enter upon
the above mentioned property for inspection purposes.
>
rrc
atT�•-fsCSignature. (OwneAent)
N A
"
BUILDING PERMIT PERMIT#W07-391
-
DATE / / / VALUATION LOT f1 TRACT 1 tfiA�j G C
.i.rJ i 4f t� c�`4•.R, Y,'94:�A .r U j' P;s
JOB SITEi py
ADDRESS `'K nL1' i 9. �
APN
64'3 " 7
OWNER
CONTRACTOR / DESIGNER / EN (NEER
71 -OS4 TA1;12.I=X,..A1,%✓'
78.600 RfYt31"MAY I I I
RtiAi'010 lt(IRAGE CA 92270
I.A, Qi$1 ;r .k CA 92253
(BOJ i l w3:345 i:At /? 7108
S
.
USE OF PERMIT
CC3MNERC,IAL
COMMERCIAL SHELL, IMI OCCUPANCY, TYPii`iP'AI SPIZIN SLED (10,Sn►3
SZ) 2001 CDC
00R,4',t3IF':4` IO '�. 63,0'J SFS
ST+1II�Ki.I�It. it�,3ti13.�0 Sl<
AIR: -- COMMERCIAL OF
CONTRA�`P It,It4OUNT SX�,Pi1°7.60 L.-
='MAIIIND C110s"'l' 0111 COI+I•S'l'A UC1'.1off
4$,X,461_50
CONSTRUCTION TION W 101.000.418 000 $1lo1,S
PE.6A4 CHECK. Iris 101-.000449-3. A 91,519X"..:
YET DEPOSIT 101-000439-318 •31,600,00
McCI IANIC.d•AL, PER � 101,000-421-000 $245.50
ELEC IUCALFLIi 001.60
I'I�f. MBI'NO E'f:P 101-000-419-000 I:ti.50
;
STROkdtY lt+l•ClT1014 RE'. ':OMIM 100-000-24 1? -000 $86,41
GRA.PINO FEE 10i-000-423-000
DEVELOPER IMPACT FEF
ART IN PUBLIC �'oe.CI:S < CC7.IhF 270-0004,45 -000 $40".51
3tTB-`r%'YrAT COI-IMUMTON AND PI -00 CHECK
o`= 13S.0 PRE-PAIDIMS
41 600.00
i
-_�-- — Y .PEWI ft!,Q,T FR95 DUE NOW
2004
:A„�IS9s
APR 0 5
1
J
QU,@% CA
ITY
RECEIP DATEBY
t
DAT I
INSP
r✓" V
-
w
on
INSPECTION RECORD
OPERATION DATE INSPECTOR
BUILDING APPROVALS
Set Backs
Forms & Footings
Slab Grade
Steel
Roof Deck
O.K. to Wrap Q
Framing
Insulation
Fireplace P.L.
Fireplace T.O.
Party Wall Insulation
Party Wall Firewall
Exterior Lath
Drvwaii - Int. Lath 471
OPERATION DATE INSPECTOR
MECHANICAL APPROVALS
lerground Ducts
:ts _
um Air
nbustion Air
aust Fans
.U.
npressor
its
Is
is & Controls , s
idensate Lines
Final a '' POOL_ S - SPAS
BLOCKWA!LL APPROVAL6' st6el
Set Backs 1 Electric Bond
Footings Main Drain,*".
Bond Beam 49pwa4, 11W Approval to Cover
9'Q4_M A. -;j T6- - • O Equipment, Location .
Underground Electric
• Underground Pibg.Test•
Final Gas Piping
PLUMBING APPROVALS Gas Test
Electric Final ., .
Waste Lines C4AI Heater Final `
Water Piping Plumbing Final
Plumbing Top Out Equipment Enclosure
Shower Pans O,K. for Finish Plaster
Sewer Lateral S Pool Cover :
Sewer Connection Encapsulation,
Gas Piping
Gas Test
Appliances
Final' `
COMMENTS:
Final
Utility Notice (Gas) p
ELECTRICAL APPROVA 5
Temp. Power Pole
Underground Conduit
Rough Wiring
Low Voltage Wiring
Fbdures
Main Service
Sub Panels
Exterior Receptacles71
G.F.I.
Smoke Detectors
Tema. Use of Power [
Final
Utility Notice
CERTIFICATE OF COMPLIANCE
Desert Sands Unified School District �4-coo
47950 Dune Palms Road
Q BERMUDA DUNES
Date 2/9/04 La Quinta, CA 92253 rn RANCHO MIRAGE d
No. 25490 (760) 771-8515 NJ INDIMDESERT
WELLS
PALM DESERT y�
L NDIO A
I
Q0 1�3
Owner
One Eleven La Quinta
APN #
643-080-045
Address 71-084 Tamarisk Lane
Jurisdiction
La Quinta
City
Rancho Zip
Permit #
0307-393
Tract #
Pm25865
Study Area
Type
Commercial
No. of Units
1
Lot # No. Street
S.F.
Lot # No.
Street S.F.
Unit 1
1 P9 78982 Highway 111
10580 Unit 6
Unit 2
Unit 7
Unit 3
Unit 8
Unit 4
Unit 9
Unit 5
Unit 10
Comments
At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patiostwalkways, residential additions under
500 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking, eating or sanitation) or replacement mobile
homes. It has been determined that the above-named owner is exempt from paying school fees at this time due to the following reason:
EXEMPTION NOT APPLICABLE
This certifies that school facility fees imposed pursuant to
Education Code Section 17620 and Government Code 65995 Et Seq.
in the amount of $0.34X 10,580 S.F. or $3,597.20 have.been paid for the property listed above and that
building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued.
Fees Paid By OCMells Fargo - Dave Smoley Check No. 0737704084
Name on the check Telephone
Funding Commercial
By Dr. Doris Wilson
Superintendent
Fee collected /exempted b hero MC ilvrey,, Payment Recd $O.00
Q( „ $3,597.20 Over/Under
Signature
NOTICE: Pursuant to Government Code Sech 66020(d)(1), this wi I serve to notify you that the 90 -day approval period in which you may protest the fees or
other payment identified above will begin to run from the date on which the building or installation permit for this project is issued, or from the date on which
those amounts are paid to the District(s) or to another public entity authorized to collect them on the District('s) behalf, whichever is earlier.
NOTICE: This Document NOT VALID if Duplicated
Embossed Original - Building Department/Applicant Copy - ApplicanVReceipt Copy -Accounting
CALIFOANIq Y
QVlt RP Tfalk RIVERSIDE COUNTY FIRE DEPARTMENT
a�dE1PE PROIECTlpN
DIn cooperation with the
F California Department of Forestry and Fire Protection
• Eag10E g'gU,
210 West San Jacinto Avenue - Perris, California 92570 - (909) 940-6900 - Fax (909) 940-6910
Tom Tisdale
Fire Chief
Proudly serving the
Unincorporated
Areas of Riverside
County and the
Cities of
Banning .
Beaumont
Calimesa
4.
Canyon Lake ,
Coachella
Desert Hot Springs
4.
Indian Wells
Indio
..
Lake Elsinore
.;.
La Quinta
.y
Moreno Valley
4.
Palm Desert
Penis
Rancho Mirage
4.
San Jacinto
Temecula
Board of Supervisors
Bob Buster,
District 1
John Tavaglione,
District 2
Jim Venable,
District 3
Roy Wilson,
District 4
Marion Ashley,
District 5
March 3, 2004
To: City of La Quinta
. Building Department
Re: ' -Release for Permit _ __
LAQ-03-TI-050178-982 Hwy III, Retail shops'
The Riverside County Fire Department hereby releases the above referenced project for
issuance of a permit for construction, at the discretion of the Building Department.
Res fully,
Dale A. Evenson
Fire Safety Specialist
H%QF=ENERALWORAASMUdg Permh Release - LOA=
EMERGENCY SERVICES DMSION - PLANNING SECTION - INDIO OFFICE
82-6675 Highway 111, 2ne Fl., Indio, CA 92201 - (760) 863-8886 - Fax (760) 863-7072
•
TAlf °F �WQ�t�tw
Building & Safety Department
Public Works Release to Issue
Building Permit
To: John Freeland, Senior Engineer Date to PWD: 3-25-2004
From:'Greg Butler, Building & Safety Manager Permit #:0307-393
A release from Public Works Department is required prior to building permit
issuance for the following project:
Description: 10580 SF SHELL BLDG
Address or general location: 78-982 Hwy 111(NW Corner A4ams�i i l�
L.O+ 2 oP LLA 95-19-7 sb? Q0031770
APN and/or legal description:
Applicant contact and telephone number: DAVE SMOLEY 771-3345
Please do not return this form to Building & Safety Department until released for
building permit issuance. For issues delaying or preventing release, please
contact applicant directly at the number above.
Note: Action required (reply to Building Department or contact Applicant) within
five (5) working days from date received by Public Works Department.
To: Greg Butler, Building & Safety Manager
From: John Freeland, Senior Engineer
The Public Works Department has reviewed the above project and finds that:
❑ ... issuance of this Building Permit does not require Public Works
Department approval.
issuance of this Building Permit is approved by the Public Works
Department.
John. Freeland, Senior Engi
GoodyearMgreen — 4/18/03
0I
Date
9
JHA ENGINEERING, INCORPORATED
C O N S U LTJ N G C I V 11: 1 N G I N E G R S • S U R V E Y I N G
April 1, 2004
City of La Quinta
78495 Calle Tampico
La Quinta, Ca 92253
ATTN: Building & Safety Department
SDP No.: 2003-770
Re: Retail Buildings — Consolidated Contracting, Inc. — (Desert Cities Development)
Address: 78982 Highway 111, La Quinta,
Legal: Lot 1 — Lot Line Adjustment No. 95-197
Gentlemen,
This letter shall serve as a certification stating that the grading of said lot has been done in
accordance with the approved grading plan.
Our office conducted a field inspection.of this site and found that the pad elevation was constructed
to an elevation of 76.4 and the approved elevation for the pad was 76.4. This falls within the
tolerance of standard grading practice.
Sincerely,
OQROFEft
(fJohn H. Hacker R.C.E. 14614 wA90. 14614m
Exp 3/31/05 UP. 3-31-05
N
�9TF CIVIC. OQ�\
JHH /wa p OF C A 1
Yc/file 032147c.001 Pad Cert
41921 BEACON HILL - SUITE A - PALM DESERT, CA. 92211
(760) 779-0657 FAX (760) 779-5143
To: Greg Butler, Building & Safety Manager To CDD: 10/17/2003
From: Oscar Orci, Planning Manager Due date: 10/24/2003
Status:2n-d review
Building Plans Approval
(This is an approval to issue a Building Permit)
a
The Community Development Department has reviewed the Building Plans for
the following project:
Description: 10,580 Commercial Shell
Address or general location: 78-982 hwy 111
Applicant Contact: Desert Cities Dev. (760) 771-3345
The Community Development Department finds that:
❑ ...these Building Plans do not require Community Development
Department approval.
these Building Plans are approved by the Community Development
Department.
0
...these Building Plans require corrections. Please forward a copy of the
attached corrections to the applicant. When the corrections are made
please return them to the Community Development Department for
review.,
-r
.r
ate
a -g w as •�'�`
e.1
yv.
' :MR
Oscar Orci, Planning Manager
W I ►! � v�Ux•ty Olhl� V-'e'JVU W
I
Ti4f 4 �w4"
P.O. BOX 1504 BUILDING & SAFETY DEPARTMENT
78-495 CALLE TAMPICO (760).777-7012
LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011
To: Greg Butler, Building & Safety Manager To CDD: 4-23-2004
From: Oscar Orci, Planning Manager Due date: 5-6-2004
Status: I" Review
.Building Plans Approval
(This is an approval to issue a Building Permit)
The Community Development Department has reviewed the Building Plans for the
following project:
Description: One Eleven La Quinta g
Address or general location: 78-982 Highway 111
Applicant Contact: Dave Smoley 760-771-3345
The Community Development Department finds that:
❑ ...these Building Plans do not requite Community Development Department
approval.
'NJ ...these Building Plans are approved by the Community Development
Department.
❑ ...these Building Plans require corrections. Please forward a copy of the attached
corrections to the applicant. When the corrections are made please return them to
the Community Development Department for review.
Oscar Orci, Planning Manager Date
R F STRUCTURAL CONSULTANTS, INC.
75-153 MERLE DRIVE, STE. B, PALM DESERT, CA 92211
PHONE (760) 836-1000 FAX (760) 836-0856
E- MAIL R. FRANGIE@VERIZON.NET
OCTOBER 4, 2004
CONSOLIDATE CONTRACTING INC. 4'
46-753 ADAMS STREET
LA QUINTA, CA. 92253
Attn.: MR. PHIL MANCINI
Re.: THE RETAIL BUILDING
�78=982::HIGHWAY�T:Iaa
LA QUINTA,, CA, 92253
FOLLOW-UP TO WALK THROUGH
JOB NO.: 4110
DEAR PHIL
THIS LETTER ADVISES THAT WE HAVE OBSERVED THE STRUCTURAL
REQUIREMENTS THAT ARE VISIBLE DURING CONSTRUCTION AT THE TIME OF
OUR SITE VISIT.
WE BELIEVE THAT THE AS -BUILT CONSTRUCTION AT THE TIME OF OUR VISIT IS
IN GENERAL, CONFORMANCE WITH OUR. STRUCTURAL PLANS AND RELEVANT
CORRESPONDENCE ISSUED BY OUR OFFICE.
WE OBSERVED THE BUILDING IN ITS FRAMED CONDITION PRIOR TO
INSTALLATION OF DRYWALL AND STUCCO. WE OBSERVED THE VISUAL AND
ACCESSIBLE STRUCTURAL REQLm—EMENTS_ (FXCLUSILONS APRE ITEMS SUCH AS:
FOOTING SIDE. AND<REINTORC v : T, TOR SLATE SPLs S, F�OOF ffrt�AT"G,
AND A'� �' STR.� S :� Y O u Hi ROOF SlIE AT C=.).
RESPETFlU.- ' S`BNUTT D
Cl
Q� p / c
NICNOCAS F. �9
ASOU_
NO 50
EL
EXP, ' �
NICHOLAS ABOU FADEL, PEca`IFo NSP
HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY
PROJECT NAME DATE
Retail Buildings 7/25/2003
SYSTEM NAME FLOOR AREA
HP-1a,1b,1c,1d,1e,1f 6,080
ENGINEERING CHECKS SYSTEM LOAD
Number of Systems
6
Heating System
Output per System
57,000
Total Output (Btuh)
342,000
Output (Btuh/sqft)
56.2
Cooling System
Output per System
60,000
Total Output (Btuh)
360,000
Total Output (Tons)
30.0
Total Output (Btuh/sgft)
59.2
Total Output (sgft/Ton)
202.7
Air System
CFM per System
2,000
Airflow (cfm)
12,000
Airflow (cfm/sgft)
1.97
Airflow (cfmrron)
400.0
Outside Air (%)
25.3
Outside Air (cfm/sgft)
0.50
Note: values above given at ARI conditions
26.0 of
Outside Air
3040 cfm
69.6 of
112.0/77.90F
�117
Outside Air
3040 cfm
74.9/67.7 of
PSYCHROMETRICS
58.6 of 58.60F
Total Room Loads
Return Vented Lighting
Return Air Ducts
Return Fan
Ventilation
Supply Fan
Supply Air Ducts
TOTAL SYSTEM LOAD
COIL COOLING PEAK
COIL HTG. PEAK
CFM
I Sensiblel
Latent
CFM
I Sensible
359,994 39,223
249,004
CARRIER 50JX0605 251,587 98,478 224,924
Total Adjusted System Output 251,587 98,478 224,924
(Adjusted for Peak Design Conditions)
TIME OF SYSTEM PEAK Jul 3 F Jan 12 am
ream Temperatures at Time of Heating Peak)
76.2 of
S I A' D t
Supply Fan Heating Coil
12000 cfm
k Return Air Ducts 4
84.3/70.4OF 84.3/70.4OF M 64.6/63.4OF
Supply Fan Cooling Coil
12000 cfm
3.1 By EnergySoft User Number: 5354
Return Air Ducts
Job Number: 03-181
upp y Ir uc s
75.8 of
ROOMS
70.0 of
Supply Air Ducts
65.4 / 63.7 of
71.8% R.H. ROOMS
74.0/67.4OF
18 of 18
Earth Systems
1Z7, Southwest
June 18, 2003
Desert Cities Development
46-755 Adams Street
La Quinta, California 92253
Attention: Mr. Dave Smoley
Subject: Soil Engineering Report Update
with Supplemental Recommendations
Project: Proposed Retail Shops; Pad M3
One Eleven La Quinta Centre
La Quinta, California
79-811 B Country Club Drive
Bermuda Dunes, CA 92201
(760)345-1588
(800)924-7015
FAX (760) 345-7315
File No.: 09224-01
03-06-770
References: 1. Buena Engineers, Inc., Geotechnical Engineering Report, One Eleven La
Quinta Center, La Quinta, California, File No.: B7 -2083-P1, Report No.: 90-
04-724, dated April 5, 1990.
2. Buena Engineers, Inc., Report of Testing and Observations During Grading,
I 11, La Quinta Center, La Quinta, California, File No.: B7 -2083-P3, Report
No.: 92-04-737, dated April 13, 1992.
In accordance with your request, we have reviewed previously prepared documents associated
with the previously completed rough grading and obtained one sample to be tested for pH,
resistivity, soluble chloride, and soluble sulfate. The subject lot was originally mass graded as
part of the existing shopping center development.
Site Grading
Based upon our review of the soil testing at the subject site, performed through April 14, 1998, it
.is our opinion that the grading has been performed in general accordance with the original
project plans and above referenced geotechnical engineering report. The subject building pad
area was prepared and compacted as part of the overall mass grading. The existing pad grade of
this lot was moisture conditioned, processed and compacted at the original grade. The intent of
the grading was to densify the soil within the footprint of the proposed building to a depth of 3 to
4 feet below finish pad elevation. Based on our review of the available information it is our
opinion that the subject pad was graded adequately for the proposed use. However, there is
uncertainty that the limits of the previously completed grading completed on a previous building
configuration with respect to the limits of the proposed building. The pad has remained dormant
for over three years since the finish grading therefore some remedial effort is recommended prior
to precise grading and building construction. The surface fill soils have dried out since the time
of the original grading and compaction has likely decreased. Therefore, supplemental testing
and probing of the soils around the perimeter of the proposed restaurant should be performed. If
isolated soft areas are encountered supplemental compaction will be required to densify the soil
JUN 2 3 2003
June 17, 2003 - 2 - File No.: 09225-01
03-06-770
to' a depth of at least 2 feet below the bottom of the footing bottoms as outlined below.
Compaction of the bottom of the footing excavations should be verified by testing.
If initial testing indicates that regarding of the site is necessary then the pad should be prepared
by removing organic growth from the pad surface. The pad should then be over -excavated to a
depth of 2 feet below the bottom of the deepest footing, scarified an additional 12 -inches,
moisture conditioned and recompacted to a minimum of 90% relative compaction. Due to
granular nature of the site soils it may be possible to moisture condition the upper 3 feet of soil
and obtain compaction by using heavy equipment and compacting from the surface. If this
method of compaction is used, test holes should be excavated to verify moisture penetration and
the effects of the compactive effort. If it is found that either the desired moisture penetration or
compaction cannot be achieved by this method, the soils will require over excavation and
recompaction. If the current pad elevation is to be altered from its current elevation, fills should
be compacted as recommended in the referenced soil engineering report. If the pad is to be
lowered in elevation, the depth of moisture conditioning may need to be increased. Additionally,
depending upon the depth of cut (if any), additional over -excavation and compaction may be
required.
Mitigation of Soil Corrosivity
One sample of the upper 12 inches of existing fill soil from each lot was obtained and tested for
pH, resistivity, soluble chloride, and soluble sulfate (results attached). This type of testing serves
as an indicator as to the potential adverse effects of reinforcing steel, concrete, and buried pipes.
The existing fill soils were found to have severe sulfate ion concentration (1,035 ppm) and
moderate chloride ion concentrations (897 ppm). Sulfate ions can attack the cementitious
material in concrete, causing weakening of the cement matrix and eventual deterioration by
raveling. Chloride ions can cause corrosion of reinforcing steel. The Uniform Building Code
requires for moderate sulfate conditions that Type II or V Portland Cement be used with a
maximum water cement ratio of 0.45 using 4,500 psi concrete mix (UBC Table 19-A-4).
A minimum concrete cover of 3 inches should be provided around steel reinforcing or embedded
components exposed to native soil or landscape water (to 18 inches above grade). Additionally,
the concrete should be thoroughly vibrated during placement.
Electrical resistivity testing (195 ohm -cm) of the soil suggests that the site soils may present a
very severe corrosion potential for metal loss from electrochemical corrosion processes.
Corrosion protection of steel can be achieved by using epoxy corrosion inhibitors; asphalt
coatings; cathodic protection; or encapsulating with densely consolidated concrete. We
understand that there will not be any buried metal pipes in direct contact with the soil. We
further understand that buried pipes will consist of plastic PVC or will be bituminous dipped,
wrapped, or encased in PVC sleeves. Therefore, for the above stated conditions, it is our opinion
that a specific corrosion analysis is not warranted since buried metal pipes will not be in direct
contact with the soil. The contractor should exercise care during installation so not to nick the
protective coating around any metal pipes.
EARTH SYSTEMS SOUTHWEST JUN 2 3 2003
June 17, 2003 - 3 - File No.: 09225-01
03-06-770
Concrete Slabs -on -Grade
Sub rg ade: Concrete slabs -on -grade and flatwork should be supported by compacted soil as
discussed above and in the referenced geotechnical engineering report.
Vapor Retarder: In areas of moisture sensitive floor coverings, an appropriate vapor retarder
should be installed in order to reduce the potential for moisture transmission from the subgrade
soil to the slab. The effectiveness of the moisture retarder is dependent upon the quality of the
product, methodology/quality of the overlaps, protection of the retarder during construction, and
the successful sealing off of the barrier around utility lines. We recommend that an impermeable
membrane (6 -mil plastic) underlie the floor slabs. The membrane should be covered with 2
inches of sand to help protect it during construction and to aide in concrete curing. The 2 inches
of sand is not intended to increase the thickness specified by the project architect or structural
engineer. Rather the moisture retarder may be placed such that about 2 inches of sand is
provided above and 2 inches of sand below the moisture retarder. The sand should be lightly
moistened just prior to placing the concrete. Low -slump concrete should be used to help
minimize shrinkage.
Slab 'thickness and reinforcement: Slab thickness and reinforcement of slab -on -grade are
contingent upon the structural engineer or architect's recommendations and the expansion index
of the supporting soil. Based upon our findings, a modulus of subgrade reaction of
approximately 200 pounds per cubic inch can be used in concrete slab design.
Concrete slabs and flatwork should be a minimum of 4 inches thick (actual, not nominal).
Concrete floor slabs may either be monolithically placed with the foundations or doweled after
footing placement. However, the design engineer/architect should consider the potential adverse
effects of temperature changes when providing recommendations for concrete slabs as well as
the effects of a free floating slab versus slabs tied to the adjacent footings. The project architect
or geotechnical engineer should continually observe all reinforcing steel in slabs during
placement of concrete to check for proper location within the slabs and/or footings.
Control Joints: Control joints should be provided in all concrete slabs -on -grade at a maximum
spacing of 36 times the slab thickness (12 feet maximum on -center, each way) as recommended
by American Concrete Institute (ACI) guidelines. All joints should form approximately square
patterns to reduce randomly oriented contraction cracks. Contraction joints in the slabs should
be tooled at the time of the pour or saw cut (1/4 of slab depth) within 8 hours of concrete
placement. Construction (cold) joints should either be thickened butt joints with one-half inch
dowels at 24 -inches on center or a thickened keyed joint to resist vertical deflection at the joint.
All construction joints in exterior flatwork should be sealed to prevent moisture or foreign
material intrusion. Precautions should be taken to prevent curling of slabs in this and desert
region during the curing process. The contractor should take precautionary measures to ensure
proper batching of the concrete, proper placement (without effecting the maximum water/cement
ratio), proper finishing, and proper curing. These procedures will reduce the potential for
randomly oriented cracks, however, may not eliminate them from occurring.
JUN 2. 3 2003
EARTH SYSTEMS SOUTHWEST
f
June 17, 2003 - 4 - File No.: 09225-01
03-06-770
Seismic Design
At a minimum, design of onsite structures should conform to the latest editions of the Uniform
Building Code, or City/County codes, whichever is most restrictive. It should be noted that
building codes are generally intended to protect human safety and prevent structural collapse.
They are not necessarily intended to prevent structural damage or preserve functionality after a
large earthquake. Therefore, more stringent seismic design should be considered if a particular
level of structural performance is desirable after a large earthquake. That design_ should be based
on a site and project specific seismicity analysis.
The following are updated 1997 UBC seismic design values.
Reference
Seismic Zone:
4
Seismic Zone Factor, Z:
0.4
Soil Profile Type:
Sp
Seismic Source Type:
A
Closest Distance Known to Seismic Source:
Andreas Fault -Southern)
Near Source Factor Na:
1.04
Near Source Factor, Nv:
1.28
Figure 16-2
Table 16-I
Table 16-S
Table 16-U
9.0 km= 5.6 miles (San
Seismic Coefficient, Ca: 0.46=0.44Na
Seismic Coefficient, Cv: 0.82=0.64Nv
Table 16-S
Table 16-T
Table 16-Q
Table 16-R
Except as mentioned above, it is our opinion that the referenced documents are applicable to the
proposed development. We make no representation as to the accuracy of the dimensions,
measurements, calculations, or any portion of the design.
Should you have any questions concerning our addendum report please give us a call and we will
be pleased to assist you.
Sincerely,
EARTH SY WEST
A �.
CE 38234 m
EXP. 03/31/05 v
Craig
CE 38234
�TEOF Cgt�E�P
Distribution: 4 Mies Development
1/RC File
2/BD File
JUN 2 3 2003
EARTH SYSTEMS SOUTHWEST
File No.: 09224-01 June 4, 2003
SOIL CHEMICAL ANALYSES
Job Name: Retail Shops Pad M3
Job No.: 09224-01
Sample ID: Pad 3
Sample Depth, feet: 0-1'
pH: 7.9
Resistivity (ohm -cm): 1.95
(saturated soil )
Chloride (Cl), ppm: 897
Sulfate (SO4), ppm: 1,035
Note: Tests performed by Subcontract Laboratory:
Surabian Ag Laboratory and Consultants, Inc.
79-607 Country Club Drive.
Bermuda Dunes, CA 92201 Tel: (760) 772-7995
General Guidelines for Soil Corrosivity
Chemical Agent
Amount in Soil
Degree of Corrosivity
Soluble
0 -1000 ppm
Low
Sulfates
1000 - 2000 ppm
Moderate
2000 - 5000 ppm
Severe
> 5000 ppm
Very Severe
Resistivity ,
1-1000 ohm -cm
Very Severe
1000-2000 ohm -cm
Severe
2000-10,000 ohm -cm
Moderate
10,000+ ohm -cm
Low
EARTH SYSTEMS SOUTHWEST JUN 2 3 2003
TANDY'S
INSPECTION INC.
PO BOX 13766
PALM DESERT, CA 92255
SPECIAL INSPECTION DAILY REPORT OFFICE/FAX 909.769.9717
PAGER 760.776.3339
TYPE OF INSPECTION PERFORMED
SAMPLE INFORMATION
fREE
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TICKET NUMBER
04
PHYSICAL ADDRESS
PERMIT NUMBER
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JOB NAME
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1 HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK,
UNLESS OTHERWISE NOTED, AND TO THE BEST OF MY ABILITY I HAVE FOUND THIS
WORK TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS & APPLICABLE
BUILDING LAWS.
CC:
TORS SIGNATURE
INSPECTORS CERTIFICATION AGENCY AND NUMBER
SAMPLE INFORMATION
SUPPLIER
TICKET NUMBER
MIX NUMBER
SAMPLED
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SAMPLE
TEMP
SLUMP TIME IN MIXER
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CERTIFYING AGENCY AND CERTIFICATION NUMBER
1 HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK,
UNLESS OTHERWISE NOTED, AND TO THE BEST OF MY ABILITY I HAVE FOUND THIS
WORK TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS & APPLICABLE
BUILDING LAWS.
CC:
TORS SIGNATURE
INSPECTORS CERTIFICATION AGENCY AND NUMBER
TANDY'S
INSPECTION INC.
PO BOX 13766
PALM DESERT, CA 92255
SPECIAL INSPECTION DAILY REPORT OFFICE/FAX 909.769.9717
PAGER 760.776.3339
TYPE OF INSPECTION PERFORME•D�
SAMPLE INFORMATION
DATE
PHYSICAL ADDRESS
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UNLESS OTHERWISE NOTED, AND TO THE BEST OF MY ABILITY I HAVE FOUND THIS
WORK TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS 8 APPLICABLE
BUILDING LAWS.
CC:
INSPECTORS Sr.NATqtf
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SAMPLE INFORMATION
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TICKET NUMBER MIX NUMBER —"""E E - I AIR TEMP SAMPLE
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UNLESS OTHERWISE NOTED, AND TO THE BEST OF MY ABILITY I HAVE FOUND THIS
WORK TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS 8 APPLICABLE
BUILDING LAWS.
CC:
INSPECTORS Sr.NATqtf
l �L r tlC3Z(o�
INSPECTORS CERTIFICATION AGENCY AND NUMBER
SAMPLE INFORMATION
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TICKET NUMBER MIX NUMBER —"""E E - I AIR TEMP SAMPLE
AMPLED SLUMP TIME IN MIXER
STEMP
LOCATION
WELDING INFORMATION
PROCESS
WELDERS NAME
CERTIFYING AGENCY AND CERTIFICATION NUMBER
I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK,
UNLESS OTHERWISE NOTED, AND TO THE BEST OF MY ABILITY I HAVE FOUND THIS
WORK TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS 8 APPLICABLE
BUILDING LAWS.
CC:
INSPECTORS Sr.NATqtf
l �L r tlC3Z(o�
INSPECTORS CERTIFICATION AGENCY AND NUMBER
TANDY'S
INSPECTION SERVICES, INC.
PO BOX 13766
PALM DESERT, CA 92255-3766
SPECIAL INSPECTION REPORT OFFICE / FAX 909.769.9717
PAGER 760.776.3339
TYPE OF INSPECTION PERFORMED
DATE
CONCRETE
I 16 -Jul -04
PHYSICAL ADDRESS
PERMIT NUMBER
178.982'_17iI_GHWAY_-Ll-1- _-LA QUINTA- - &
PUBLIC WORKS #4116
JOB NAME
TYPE OF STRUCTURE
RETAIL BUILDING @ ONE ELEVEN LA QUINTA CENTER
COMMERCIAL
ARCHITECT
ENGINEER
GENERAL CONTRACTOR
SUBCONTRACTOR
DESERT CITIES / CONSOLIDATED CONTR.
M.C.0
DESCRIPTION OF WORK•INSPECTED
7/16 - CONSTRUCTED ONE SET OF 3 EA. CONCRETE TEST CYLINDERS FROM 1 ST AND ONLY LOAD OF A-1 REDI-
MIX 4500 PSI CONCRETE. CONCRETE PLACED AT CATCH BASIN LOCATED IN NORTHWEST CORNER OF
PROPERTY BY TRASH ENCLOSURE. REF. DET. 16 ON SHEET 1 OF PRECISE GRADING & PAVING PLAN.
SAMPLE INFORMATION
LOCATION I CATCH BASIN @ NORTHWEST CORNER OF PROPERTY
SUPPLIER TICKET NUMBER MIX NUMBER TIME AIR TEMP SAMPLE SLUMP TIME IN WATER
SAMPLED I I TEMP I MIXER ADDED
A-1 6:00 AM 1 86° 1 80° 1 4" 1 , 0
I HEREBY CERTIFY THAT 1 HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS
OTHERWISE NOTED, AND TO THE BEST OF MY ABILITY 1 HAVE FOUND THIS WORK TO
COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS & APPLICABLE BUILDING LAWS.
CC:
Lo. ---Ri -L�ti
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INSPECTORS CERTIFICATION AGENCY AND NUMBER
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TANDY'S
�- INSPECTION INC.
PO BOX 13766
PALM DESERT, CA 92255
SPECIAL INSPECTION DAILY REPORT OFFICE/FAX 909.769.9717
PAGER 760.776.3339
TYPE OF INSPECTION PERFORMED
DESCRIPTION OF WORK INSPECTED
SUPPLIER
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I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK,
UNLESS OTHERWISE NOTED, AND TO THE BEST OF MY ABILITY I HAVE FOUND THIS
WORK TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS & APPLICABLE
BUILDING LAWS.
CC:
i
/ I CTORS SIGNATURES 1
INSPECTORS CERTIFICATION AGENCY AND NUMBER
DESCRIPTION OF WORK INSPECTED
SUPPLIER
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,-PSS
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SAMPLE SLUMP
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WELDERS NAME
CERTIFYING AGENCY AND CERTIFICATION NUMBER
I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK,
UNLESS OTHERWISE NOTED, AND TO THE BEST OF MY ABILITY I HAVE FOUND THIS
WORK TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS & APPLICABLE
BUILDING LAWS.
CC:
i
/ I CTORS SIGNATURES 1
INSPECTORS CERTIFICATION AGENCY AND NUMBER
SAMPLE INFORMATION
SUPPLIER
TICKET NUMBER
MIX NUMBER
AIR TEMP
SAMPI ED
SAMPLE SLUMP
TEMP
TIME IN MIXER
LOCATION
WELDING INFORMATION
PROCESS
WELDERS NAME
CERTIFYING AGENCY AND CERTIFICATION NUMBER
I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK,
UNLESS OTHERWISE NOTED, AND TO THE BEST OF MY ABILITY I HAVE FOUND THIS
WORK TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS & APPLICABLE
BUILDING LAWS.
CC:
i
/ I CTORS SIGNATURES 1
INSPECTORS CERTIFICATION AGENCY AND NUMBER
R F STRUCTURAL CoNmSUL.TANT.S:., INC.
------------------------------------------------------------
44-100 MONTEREY AVE., SUITE 2.01C, PAU- 1 DESERT, CA. 92260
PHONE (760) 836-1000 FAX (760) 836-0856
E-MAIL R.FRANGIE@VER12QN.NET
JUNE 3 0, 2004
CONSOLIDATED CONTRACTING, INC.
46=7-53 ADAMS STREET
LA QUINTA, CA. 92253
Attn.: Mr.DAVE. SMOLEY
Re.: THE RETAIL SHOPS, PAD M-3,
LA QUINTA, CA.
REVISION.
JOB NO.: 4110
DEAR Mr. SMOLEY
73��'Z fel
In regard of the. above_ mentioned ,project; and as per our phone.on. June 9, 2004, wesubmit the
following:
Follow the attached partial framing and foundation plans for the relocation of the ladder room at
the fear of unit 1B.
Verify the above information with the building department prior to application.
If you have any questions please do not hesitate to call our office at the above listed phone
number.
Nasrallah Nicholas aboufadel
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----------------------- - ------ ----------DO
- --------------
11 11 11
17
3'-6"
PAD
EACF
LATERAL ANALYSIS
SHEAR WALL # 1 AT LEFT SHOP # 1
TOTAL LOAD = 394.25 x 76.00/2 = 14981.50 LBS.
SHEAR WALL LENGTH = 43.00 FT.
SHEAR WALL = 14981.50 / 43.00 = 348.41 PLF
USE SHEAR WALL TYPE 11 WITH 5/8" x 12" A. B. AT 32" O/C.
MAX DRAG LOAD = 3370.84 LBS. USE (24) 16D'S PER TOP PLATE SPLICE
MAX. UPLIFT LOAD = 1732.89 LBS. USE SIMPSON HPAHD22 HOLDOWN EACH END.
SHEAR WALL # 2 BTWN SHOP # 1 AND # 2
TOTAL LOAD = 394.25 x 151.00/2 = 29765.88 LBS.
SHEAR WALL LENGTH = 48.00 FT.
SHEAR WALL = 29765.88 / 48.00 = 620.12 PLF
USE SHEAR WALL TYPE 13 WITH 5/8" x 12" A. B. AT 8" O/C WITH 2x SILL PLATE.
MAX DRAG LOAD =3599.10 LBS. USE (26) 16D'S PER TOP PLATE SPLICE.
MAX. UPLIFT LOAD = 6110.95LBS. USE SIMPSON HDBA HOLDOWN EACH END,
WITH (2) # 5 BARS TOP AND BOTTOM 8'-0" PAST HOLDOWN EACH WAY.
SHEAR WALL # 3 AT RIGHT OF SHOP # 4
TOTAL LOAD = 394.25 x 75.00/2 = 14784.38 LBS.
SHEAR WALL LENGTH = 46.00 FT.
SHEAR WALL = 14784.38 / 46.00 i 321.40 PLF
USE SHEAR WALL TYPE 11 WITH 5/8" x 12" A..B. AT 32" O/C.
MAX DRAG LOAD = 3203.28 LBS. USE (24) 16D'S PER TOP PLATE SPLICE
MAX. UPLIFT LOAD = 1188.04 LBS. USE SIMPSON HPAHD22 HOLDOWN EACH END.
SHEAR WALL # 4 AT REAR ELEVATION
TOTAL LOAD = 651.70 x 70.00/2 = 26068.00 LBS. g,fl t i �q".t �- b
SHEAR WALL LENGTH = 13.00 + 16.00 + 16.00 Y3-00 FT.
SHEAR WALL = 26068.00 / 77.96 Mr'�A PLF 33Q.µ W. ZS
USE SHEAR WALL TYPE 11 WITH 5/8" x 12" A. B. AT 32" O/C. d IL
MAX DRAG LOAD = 310744 LBS. USE (22) 16D'S PER TOP PLATE SPLICE. &e'
MAX. UPLIFT LOAD = 2497.14 LBS. USE SIMPSON BPAHD22 HOLDOWN EACH END,
EACH PANEL