9907-221 (RC)LICENSED CONTRACTOR DECLARATION
1 hereby affirm under penalty of perjury that I am licensed under provisions of
HChapter 9 (commencing with Section 7000) of Division 3 of the Business and
N W Professionals Code, and my License is in full force and effect.
Cy M License # Lic. Class Exp. Date
52.1238 is � � 01/31/24t
oZ r- Date �1%9 Signature of Contractor.#
�O1'1�
J U CC:) o OWNER -BUILDER DECLARATION
W W I hereby affirm under penalty of perjury that I am exempt from the Contractor's
~ a
rn License Law for the following reason:
Z_ ( ) 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).
cY) () I am exempt under Section , B&P.C. for this reason
LO
N Date Signature of Owner
ON
rn
Z WORKER'S COMPENSATION DECLARATION
C:) Z I hereby affirm under penalty of perjury one of the following declarations:
ul O () 1 have and will maintain a certificate of consent to self insure for workers'
X W L= compensation, as provided for by Section 3700 of the Labor Code, for the
O J Q performance of the work for which this permit is issued.
IM Q C)SectiI have and will maintain workers' compensation insurance, as required by
O 0 Q on 3700 of the Labor Code, for the performance of the work for which this
li 0)f— permit is issued. My workers' compensation insurance carrier & policy no. are:
19t z Carrier Policy No.
°co O CAL COMP W.M 190104
J (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
3 subject to the workers' compensation�p ovisions of Section 3700 of the Labor
Code,,I shall f [thwith comply with those provisior�P.
Date: /VII I Applicant J
Warning: Failure to secure Workers' Compensation coverage is unlawful and
shall subject an employer to criminal penalties and civil fines up to $100,000, in
addition to the cost of compensation, damages as provided for in Section 3706
of the Labor Code, interest and attorney's fees.
IMPORTANT Application is hereby made to the Director of Building and Safety
for a permit subject to the conditions and restrictions set forth on his
application.
1. Each person upon whose behalf this application is made & each person at
whose request and for whose benefit work is performed under or pursuant to
any permit issued as a result of this applicaton agrees to, & shall, indemnify
& hold harmless the City of La Quinta, its officers, agents and employees.
2. Any permit issued as a result of this application *becomes null and void if
work is not commenced within 180 days from date of issuance of such
permit, or cessation of work for 180 days will subject permit to cancellation.
I certify that I have read this application and,state that the above information is
correct. I agree to comply with al/ll'�bty�'and State laws relating to the building
construction, and hereby authopi2e #presentatives of this City to ente a up n
the above-mentioned property fbr inspection purposes. ,r
Signature (Owner/Agent) Date
BUILDING PERMIT PERMITk
"!9U'i-3xt
DATE rr VALUATION 4`19R()900D LOT TRACT
JOB SITE
ADDRESS 7;�I�}it{ �}
APN
-
OWNER
CONTRACTOR / DESIGNER / ENGINEER
II11.1. Rt:Ci♦A`#t "$R0JR1D1:tr\'P.S
1ND EY ('01N.S I'gr Cn NAPAIN1lr
1721. W IMPERIA1, HWY G
�".2o.$21 I.AIFMtIRT 4"'I'., Si f'f?. 4V)
LA 14ABRA CA
LIKJ. 6'CIR-}:'S'T' f_'A, IMS -M
(7147684"10 CK0 4574
USE OF PERMIT
i:Oh1A�i3li.4:It1fr. R.>� j114.1L)E!.
V.,UXAT ION
t<''ST."I:.1AT 1) CM O C'1.�1Ra'�'�'�#.UXI ON
.. �s,{1l1iI,Q1f
3 7 ,�l �tpAl�$
■ ERMI !t 7� YI A: L�711Ut'�'1t i77tk1t Ar
PERMIT
PI.ArN CI(LCK FEE t0! -WO -41 -.118 $I' T.70
Cn1JSTRIT411,10MFf"IE 101-(00-4I9-0(►) iI"' .C10
0.E.(7MAC AL FIX- 0110 $1100)
PLMf%WO tT.Iz #fit-O(h► .�i9-Qui sls:ou
�r('i tf:rPte.s lig J1171011 FEE - CK)MM 100 -WI(# -241-000 3 3
Silts -`tis I1 (" :iN `tLJC`t1C'1� iYD1Ii?(jrr
W-;
U'S'S R.E-PXD FEES
�S45's
W
RECEIPT
DATE
BY "''
DATE FINALED
INSPECTOR
INSPECTION RECORD
OPERATION
DATE
INSPECTOR
OPERATION
DATE
T INSPECTOR
BUILDING APPROVALS
MECHANICAL APPROVALS
Set Backs
Underground Ducts
Forms & Footings
Ducts
Slab Grade
Return Air
Steel
Combustion Air
Roof Deck
Exhaust Fans
O.K to Wrap
F.A.U.
Framing
Compressor
Insulation
Vents
Fireplace P.L.
Grills
Fireplace T.O.
Fans & Controls
Party Wall Insulation
Condensate Lines
Party Wall Firewall
Exterior Lath
Drywall - Int. Lath
Final
Final
POOLS - SPAS
BLOCKWALL APPROVALS
steel
Set Backs
Electric Bond
Footings
Main Drain
Bond Beam
Approval to Cover
Equipment Location
Underground Electric
Underground Plbg. Test
Final
Gas Piping
PLUMBING APPROVALS
Gas Test
Electric Final
Waste Lines
Heater Final
Water Piping
Plumbing Final
Plumbing Top Out
Equipment Enclosure
Shower Pans
O.K. for Finish Plaster
Sewer Lateral
Pool Cover
Sewer Connection
Encapsulation
Gas Piping
Gas Test
Appliances
Final
COMMENTS:
Final
Utility Notice (Gas)
ELECTRICAL APPROVALS
Temp. Power Pole
Underground Conduit
Rough Wiring
Low Voltage Wiring
Fixtures
Main Service
Sub Panels
Exterior Receptacles
G.F.I.
Smoke Detectors
Temp. Use of Power
Final
Utility Notice (Perm)
July 26, 1999
Daniel Crawford — Plan Review Technician
Department of Building and Safety
78-495 Calle Tampico
La Quinta, California 92253
Regarding: Plaza La Quinta Rug Gallery — Lindsley Construction
Dear Danny:
STRUCTURAL ENGINEERING CONSULTANT
54-625 AVENIDA BERMUDAS. LA QUINTA CALIFORNIA 92253
760.564.0884 PHONE s 760.771.3606 FAX i
SECONSLTNT@AOL.COM
I was hired by Lindsley Construction to provide verification as to the adequacy of the roof framing on the store being remodeled for
the Rug Gallery at the La Quinta Plaza. I am including an analysis of the sub-purlin, a sketch of the location of the A/C unit in
relation to the existing roof framing and an a summary analysis.
The A/C -unit combined with the concrete curb and plywood platform is estimated by the manufacturer to weigh 1,000 -pounds. The
platform will distribute this load over 42 square feet (representing the platform and curb). The net live load contributed by the total
system is 23.8 pounds -per -square -foot. This exceeds the code allowable live load for a flat roof by 3.8 pounds per square foot,
however, the difference is less than a total of 80 pounds carried by each Purlin (42 x 3.8 / 2 = 79.8 pounds).
The most critical member becomes the 2x4 sub -purlins, which are checked for capacity. The sub -purlins were well within their
allowable capacity and are therefore adequate to carry the distributed load as indicated on the plan.
The Purlins and Girders do not need to be verified as the additional live load contributed by the 3.8-psf is insignificant when compared
to the total live load applied to the length of each girder (6 (ft) x 20 (psf) x 16 (ft) = 1,920 pounds). The additional weight contributed
by the A/C unit is less than 5% of the total load to the Purlin.
It is my professional opinion that the roof framing can safely support the additional A/C Unit, Curb and Platform as shown on the
manufacturers or HVAC drawings. The location of the A/C unit shall be restricted to the area noted on the attached sketches and my
office shall be notified of any changes in location. Additional Analysis may be required.
s S. Wish PE
Engineering Consultant
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
DATE I "L211 BY
DENNIS S. WISH
NO.C•041250
EXP
��I —31
STRUCTURAL ENGINEERING FOR • CUSTOM HOMES • REMODEL • COMMERCIAL • LIGHT INDUSTRIAL • SEISMIC RETROFIT & REPAIR • UNREINFORCED MASONRY • RETAINING WALLS & FOUNDATION • REPORTS:
:--r!
54-625 Avenida Bermudas
La Quinta, California 92253
760.564.0884 Phone 760.771.3606 Fax
Structural Engineering Consultant
Email: wish@cMa.com
CLIENT Lindsley Construction
Job No 9929
PROJECT Plaza La Quinta - Rug Gallery - A/C Installation
SHEET OF
CALCULATION DESCRIPTION: Verify Existing Roof Framing for Installation of new Air Conditioning Unit
Refer to attached drawing of new A/C unit installation.
Specifications for Design:
W airconditioner '= 800•lb W curb := 200 -lb
r•
A platform .42•ftz
5
W total '= W airconditioner+ W curb I W total = 1 '10 3 •lb
W total
W liveload ' = A platform w liveload = 23.81 'psf
Check Sub-Purlin (2x4 @ 24" o.c. - 5'-9" long) Refer to attached Enercalc Analysis
Summary: The A/C unit represents a Live Load weight applied to the roof. The weight of
the A/C unit and the curb is distributed to the roof through the unit's platform
i (42 square feet). The resulting distributed live load exceeds the code allowable
limit of 20 psf by 3.81 psf. Therefore, it was necessary to verify that the 2x4
sub -purlins contain sufficent capacity to safely carry the additional load of the
platform.
There is sufficient capacity in the 2x4's to safely distribute the weight from the
A/C unit and Curb.
- The purlins will be unaffected by the additional live load of 3.81 or less than or
160 pounds added to the two Purlins that the Sub -Purlins connect to. This
represents a total load of 80 pounds added to each Purlin which is insignificant
compared to the total capacity of the member. Therefore, the Purlin and
Girders are not affected by the additional load of the A/C unit and Curb.
7/26/99 1
i
'Dennis S. Wish,'P.E. Title: Job#
54-025 Avenida Bermudas Dsgnr: Date: 5:55PM, 26 JUL 99
La Quinta, California 92253 Description
(760) 564-0884 1 Scope:
SEConsitnt@aol.com
W-06 Page 1
:9.,='�'•� Timber Beam Joist
(q 190s9 +nuc c:\ec\9929 lindslex mnstrutbon.ecw:Calculat
Description Simple Span Verification of Panel roof construction
Timber Member Information calculations are designed to 1997 NDS and 1997 UBC Requirements
Sub-Purlin . -
Timber Section zxa
Beam Width in 1.500
Beam Depth in 3.500
Le: Unbraced Length ft 0.00
Timber Grade W 91a9 rP-ted,
Fb - Basic Allow psi 875.0
Fv - Basic Allow psi 85.0
Elastic Modulus ksi 1,300.0
Load Duration Factor 1.250
Member Type Sawn
Repetitive Status Repetitive
Center Span Data
Span ft 6.00
Dead Load #/ft 30.00
Live Load #/ft 46.00
Results Ratio = 0.7103
Mmax @ Center in-k 4.10
@ X = ft 3.00
lb: Actual psi 1;340.1,
Fb :Allowable psi 1,886.7
Bending OR
tv : Actual psi 58.9
Fv: Allowable psi 106.3
Sheat OK
Reactions
@ Left End DL lbs 90.00
LL lbs 138.00
Max. DL+U- lbs 228.00 .
@ Right End DLlbs 90.00
LL lbs 138.00
Max. DL+LL. lbs 228.00
Deflections
Center DL Defl in 0 126
L/Defl Ratio 573.4
Center LL Defl in -0.193
LIDO Ratio 374.0
Center Total Defl in -0.318
Location ft 3.000
L/Defl Ratio 226.4
Calculations are designed to 1997 NDS and 1997 UBC Guidelines
Section databases have been updated as of 2-Apr-1999
Allowable stress databases have been updated to 1997 NDS & 1997 UBS values on 2-Apr-1999
To determine Cf values for sawn sections, the program looks for the identifying words in the "Stress" entry.
"Select", "No. 1", "Standard" and similar typical words are used to determine Cf category
"Unbraced length" is multiplied by the following values to calculate "Le"
When beam depth <= 7", Le = 2.06' Lu
When 7" < beam depth — 14.3" Le = 1.62Lu + 3d
When beam depth > 14.3" Le = 1.84 ' Lu
4 .
(71 a) 768'- 8983
LAKE FOREST, CA 92630
22642 LAMBERT ST.
LINDSLEY CONSTRUCTION
LA QUINTA , CA 92253
48-305 HIGHWAY 111
PLAZA LA QUINTA
Marcel de Claremont RUG
s.