14-0651 (RPL)81418 Amundson Ave
14-0651
4
II IIIIIIIIIIII 48/ " " ►►
P.O. BOX 1504 IE J
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Application Number:
14-00000651
Property Address:
81418 AMUNDSEN AVE
APN:
767-200-998-21 -330762-
Application description:
POOL - RESIDENTIAL
Property Zoning:
LOW DENSITY RESIDENTIAL
Application valuation:
90000
Applican Archit or Engineer:
/z N
--------------------------------------------------
LIC SED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I InssseFdder provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business des Code, and my License is in full force and effect.
LicenseCla/ss: C27-053 icense No.: 964474
Date , H Cont0or:A&_yOWNER-BUILDER DECLARATIONI hereby affirm under penaltI am exempt from the Contractor's State License Law for the
following reason (Sec. 7031Professions Code: Any city or county that requires a permit to
construct, alter, improve, de any structure, prior to its issuance, also requires the applicant for the
permit to file a signed statehe is licensed pursuant to the provisions of the Contractor's State
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:
(_) 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 and Professions Code: The
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
and who does the work himself or herself through his or her own employees, provided that the
improvements are not intended or offered for sale. If, however, the building or improvement is sold within
one year of completion, the owner -builder will have the burden of proving that he or she did not build or
improve for the purpose of sale.).
1 _ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.).
I—) I am exempt under Sec. , B.&P.C. for this reason
Date:
Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the
work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name: _
Lender's Address:
LQPERMIT
Owner:
HEUSER RESIDENCE
81418 AMUND
LA QUINTA, CA 92253
Contractor:
DESERT OUTDOORS INC
78065 MAIN ST STE 4205
LA QUINTA, CA,92253
(760)399-9600
LiC. No.: 964474
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 6/03/14
--------------------------------------- - - - - -
WORKER'S COMPENSATION DECLARATION
I hereby affum 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 and policy number are:
Carrier AMTRUST INS CO Policy Number WWC3072369
_ 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 ecome subject to the workers' compensation laws of California,
and agree that, if I should eco ject to the workers' compensation provisions of Section
// 3700 of the Labor Code, shall 'r with comply with those provisions.
/ Dat l.0' Applicant:
WARNING: FAILURE TO S URE WO EFTS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER O CRIMIN PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS ($100,000). IN ADDITION 10 THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
SECTION 3706 OF THE LURCINTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application ide to the Director of Building and Safety for a permit subject to the
conditions and restrictions set forth on this 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 application,
the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
of La Quinta, its officers, agents and employees for any act or omission related to the work being
performed under or following issuance of this permit.
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 per ' or cessation of work for 180 days will subject
permit to cancellation.
I certify that I have read this application and state that the abov inf r ti n is correct. I agree to comply with all
city and county ordinances and state laws relating to building ns ti , and hereby authorize representatives
of this ounty to enter upon the above-mentioned pr for in cti purposes.
/ Date r f I Signature (Applicant or gent):
Application Number . . . . . 14-00000651
Permit POOL 2013
Additional desc .
Permit Fee . . . . 178.75 Plan Check Fee .00
Issue Date . . . . Valuation . . . . 0
Expiration Date 11/30/14
Qty Unit Charge Per Extension
1.00 178.7500 EA MISC POOL/SPA 178.75
-------------------------------------------------------'---------------------
Permit . . . POOL 2013
Additional desc .
Permit Fee . . . . 178.75 Plan Check Fee .00'
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 11/30/14
Qty Unit Charge Per Extension
1.00 178.7500 EA MISC POOL/SPA 178.75
----------------------------------------------------------------------------
Permit . . . PLUMBING 2013
Additional desc . .
Permit Fee . . . . 11.92 Plan Check Fee 00
Issue Date Valuation . . . . 0
Expiration Date 11/30/14
Qty Unit Charge Per Extension
1.00 11.9200 LS PLBG GAS SYS, 1-4 OUTLETS 11.92
----------------------------------------------------------------------------
Permit . . . ELECTRICAL 2013
Additional desc .
Permit Fee . . . . 23.83 Plan Check Fee .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 11/30/14
Qty Unit Charge Per Extension
1.00 23.8300 LS ELEC DEVICES, FIRST 20 23.83
----------------------------------------------------------------------------
Special Notes and Comments
POOL, SPA, FIRE PIT,&WATER FEAUTURES,
AND EQUIPMENT SHALL BE INSTALLED IN
ACCORDANCE WITH MANUFACTURER
SPECIFICATIONS. ALARMS AND BARRIERS
REQUIRED TO BE INSTALLED AT PRE -PLASTER
INSPECTION. 2013 CA. BUILDING CODE.
------------------------------------- 7 ------------ _-------------------------
Other Fees . . . . . . . . . PLAN CHECK, POOL 97.24
LQPERMIT
Application Number . . . . . 14-00000651
Fee summary
Charged
--------------------
Paid
Credited
--------------------
Due
-----------------
Permit Fee Total
393.25
.00
.00
393.25
Plan Check Total
.00
.00
.00
.00
Other Fee Total
97.24
.00
.00
97.24
Grand Total
490.49
.00
.00
490.49,
LQPERMTT
ti& flyi vY4 &dTre4k
77725 Enfield Lane, #130
Palm Desert, CA 92211
(760) 772-4411 FAX (760) 772-4409
drpfly@aol.com
BY DR DATE
REVISED
Heism
61416 Amundson Avenue
La Ovinto
Madison Club
PROJECT: DESERT OUTDOORS
'19405 Highway 111, Suite q, #42'1
La Ouinta, GA 92253
(160) 2'15-T359, ('160) 399-9600
STRUCTURAL CALCULATIONS
EN6INEERIN6 SERVICES:
# 1+460
PAGE_
OF 5
2012 int'I Building Code
2013 California Building Code
I. Design 24 -inch deep Water Feature adjacent to Main Residence and Guest House.
2. DETAIL "A": Water Feature.
SOILS I NFORMATI ON
SOILS REPORT PREPARED BY 5LADDEN ENGINEERING ('75C
Report File No. 544-15166,15-01-551, DATED July 16, 2013E
Soil Classification 51IN Sand. (5P/5M/ML) .
Soil Bearing Pressure = 1500 P5F Continuous Footing + 5C
+ 250. PSF/ 0.5 -FT. of depth.
Maximum Soil Bearing Pressure = 2500 P5F
;}T5Y, LA Q U I NTA
11LDING & SAFETY DEPT.
Pt/ I.p►pita®
FOR CONSTRUCTION
EgUIV0lent Fluid Pressure = 35 PGF DATE
Sliding Coefficient = 0.40 (Dead Load Only)
Passive Pressure = 250 P5F/FT
Expansion Category: Very Low
Soluble Sulfates: 2100 PPM, "Severe" (Use Type V Cement)
WATER PRESSURE
DENSITY = 62.5 PGF (Sea Level)
CONCRETE (6UNITE) STRENGTH
f' c = 4500 PSI 26 -Day Compressive Strength
TYPE V CEMENT, 0.45 Max. Cement/Water Ratio
SPECIAL DEPUTY INSPECTION REGUIREDI
STEEL F y = 40 K51, brads 40, ASTM A615
137
EXp. 6-30-i to
5.1_7 of
C1
IT 15 THE FULL INTENTION OF THE ENGINEER THAT THESE CALCULATIONS CONFORM TO THE CALIF. BUILDING CODE,
2015 EDITION. THESE CALCULATIONS SHALL GOVERN THE STRUCTURAL PORTION OF THE WORKING DRAWINGS.
WHERE ANY DISCREPANCIES OCCUR BETWEEN THESE CALCULATIONS AND THE WORKING DRAWING5, THE ENGINEER
SHALL BE NOTIFIED IMMEDIATELY 50 PROPER ACTION MAY BE TAKEN. THE STRUCTURAL CALCULATIONS INCLUDED
ARE FOR THE ANALY515 AND DESIGN OF THE PRIMARY STRUCTURAL SYSTEM. THE ATTACHMENT OF VENEER AND
NON-STRUCTURAL ELEMENTS 15 THE RESPONSIBILITY OF THE ARCHITECT, UNLESS SPECIFICALLY SHOWN OTHERWISE.
THE ENGINEER ASSUMES NO RESPONSIBILITY FOR WORK NOT A PART OF THESE CALCULATIONS NOR FOR INSPECTION
TO ENSURE CON5TRUCTION 15 PERFORMED IN ACCORDANCE WITH THESE CALCULATIONS. STRUCTURAL OBSERVATION
OR FIELD INVESTIGATION SERVICES ARE.RETAINED UNDER A SEPARATE CONTRACT.
truxtt e -
77725 Enfield Lane, #130
Palm Desert, CA 92211
(760) 772-4411 FAX (760) 772-4409
drpfly@aol.com
Byw- DATE
REVISED
tELsER
51416 Amundson Avenue
La Giuinta
Madison Club
PROJECT: DESERT OUTDOORS
?x405 Highway III, Suite 9, #42'1
La Quinta, GA 92253
(760) 275-155Q, ( 760) 599-9600
BASIS OF DESIGN
CODE INTERNATIONAL BUILDING GORE (IBC), 2012 EDITION
CALIFORNIA BUILDING CODE (GBG), 2015 EDITION
INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS
A5CE 1-10 MINIMUM VE -516N LOADS FOR SUILDIN&S
# 14-160
PAGE --?--
OF In
AGEOFIn
STEEL MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN (AISC 541-10)
FOURTEENTH EDITION, AMERICAN INSTITUTE OF STEEL CONSTRUCTION .
CONCRETE BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (AGI), AGI 516 -II
AMERICAN CONCRETE INSTITUTE
WOOD NATIONAL DE516N OF SPECIFICATIONS. FOR WOOD CONSTRUCTION (NDS -2012)
AN51/NFoPA, 2012 EDITION, NATIONAL FOREST PRODUCTS ASSOCIATION
MASONRY TMS 402-1I, AGI 550-1i, ASCE 5 -II and ISG 2012
FACTORED LOAD COMBINATIONS FOR REQUIRED STRENGTH DE516N
AGI 518 -II, APPENDIX G - Alternate Load and Strength
Reduction Far -tore
(EQ. CA -4) U= 1.4D + 1.71- + 1.114 (or 1.4F)
(w. C.9-2) U= 0.'75 (1.4D + I.'IL) + I.OE (or I.OW)
WHERE E= EARTHQUAKE
D= DEAD LOAD
L= LIVE LOAD
H= LATERAL EARTH
W= WIND
F= FLUID