9709-136 (SFD)Certificate of Occupancy
City of La Quinta
Building and Safety Department
This Certificate issued pursuant to the requirements of Section 109 of the Uniform Building Code,
certifying that, at the time of issuance, this structure was in compliance with the various ordinances
of the City regulating building construction or use. For the following:
BUILDING ADDRESS:
51-805 AVENIDA HERRERA
Use Classification: SINGLE FAMILY DWELLING Bldg. Permit No.:
Occupancy Group: R-3 _ Type of Construction: VN Land Use Zone:
9709-136
RC
Owner of Building: BUILDING HORIZONS Address: 42-600 COOK ST STE 110
City: PALM DESERT, CA., 92211
Building Official
By: DANIEL P. CRAWFORD JR.
Date: 8/21/98
POST IN A CONSPICUOUS PLACE
DENNIS S: WISH PE & ASSOCIATES _ ' 760.564.0884 Phone/Fax
v • �� .STRUCTURAL ENGINEERING CONSULTANT 760.771.3606 Fax
54-625AVENIDABERMU6AS.LAOUINTACAL'IFORNIA92253 wlsH(a�cvBERcBT.coM ,
September 18, 1997
City of•La Quints
Department of Building and•Safety
78-495 Calle Tampico -
La Qumta, California 92253 '
Regarding; -Building Horizons Truss Calculations'
I have reviewed the truss calculation package from Spate's Fabricators for the projects located. at 73-378 and 73-386 Royal Palm Drive.
The trusses conform to the intentions of the architectural and structural design a. s noted' on the S2.1 drawing. The only discrepancy lies
with the indicated.plate height which is- specified on the truss package as 10'4".butis actually 8'-P".,This does not change the design
of the trusses nor does,it impact the project in any manner."
The.T-3 truss 'is correctly designed for the drag load of 5,200 pounds. This canbe verified on the structuralanalysis package.
The live load of 16 psf is consistent with a 4:12 .pitched roof and ism compliance with- table 46 - of the 1994 Uniform Building Code.
The.roof dead load 'including the ceiling.load�is'consisted with'mission' tile roofing. Cg. The structural analysis uses a 26 psf dead load
'but includes.a miscellaneous load The 19 psf load used by Spates is within the allowable range.for this roof material.
Please accept this lettef as -my authorization for acceptance of the miss calculations'submitted by. Spates Fabricators.
.. Since y, � � � .:. • . - _ .:
De s S. Wish E .
S ;lural Engineering Consultant- . : �pQ�GF L ,�
yYV
cy DENNIS S. WISH
NO. C•041250 n1
Lu m
cc %EXP Z
' - • - .: .: . , � • ' I • q�o� ti FOP
STRUCTURAL.ENGINEERING FOR! CUSTOM HOMES a REMODEL• COMMERCIAL • LIGHT INDUSTRIAL • BE
RETROFIT & REPAIR UNREINFORCED MASONRY RETAINING WALLS &FOUNDATION REPORTS' -
DAMAGE ASSESSMENT • NEW ROOF • INSURANCE CLAIM '• DENNIS S. WISH P. E. HAS BEEN A MEMBER OF THE STRUCTURAL ENGINEERS ASSOCIATION OPSOUTHERN CALIFORNIA SINCE 1983
WESTERN INSULATION, INC.
4211 Latham Street, Riverside, California 92501
(909) 686-8760
(909) 686-8786 Fax
f
INSULATION .CERTIFICATE
THIS IS TO CERTIFY THAT INSULATION HAS BEEN INSTALLED IN CONFORMANCE WITH THE
CURRENT ENERGY REGULATION, CALIFORNIA ADMINISTRATIVE CODE, TITLE 24, STATE OF
CALIFORNIA, IN THE BUILDING LOCATED AT:
TRACT/ PHASE: BOYS AND GIRLS CLUB OF TRACT #:
COACHELLA VALLEY
LOT#:
SITE ADDRESS: 51-805 AVENIDA HERRERA, LA QUINTA, CA
EXTERIOR WALLS:
MANUFACTURER: JOHNS -MANVILLE THICKNESS: 5 1/2" R -VALUE: R-21
CEILINGS : BATTS BLOW
MANUFACTURER: GREENSTONE IND. THICKNESS: 10.3" R -VALUE: R-38
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GENERAL CONTRACTOR: BUILDING HORIZONS
LICENSE NUMBER:
AN
TITLE: .
DATE
INSULATION CONTRACTOR: WESTERN INSULATION, INC.
LICENSE NUMBER: 481278
BY:
TITLE: Prod tion Ma er
DATE: JUNE12, 1998