09-0896 (RER)P.O. BOX 1504•
78-495 CALLE TAMPICO
LA QUINTA; CALIFORNIA 92253
Application Number: 59-4000089.6_,'
Property Address: 81620 TIBURON DR
APN: 767-531-005- - -
Application description: REMODEL - RESIDENTIAL.
Property Zoning: LOW DENSITY RESIDENTIAL
Application valuation: 8000
Applic nt: Architect or Engineer:
-----------------
LICENSED CONTRACTOR'S DECLARATION
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT.
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 Class: B LicenseNo.: 863749
Date: Contractor: /f/ 1
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the
followingreason(Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
permit to file a. signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
License Law (Chapter 9 (commencing with Section 70001 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 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 ISec. 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 offeredforsale. 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 _ j 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.).
1 I I am exempt under Sec. , BAP.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.I.
Lender's Name: _
Lender's Address:
LQPERMIT
Owner:
ANZURES
816,20 TIBURON
LA QUINTA, CA 92253
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 9/21/09
Contractor:
GRAYSTONE CONSTRCTION COM
LA405 HIGHWAY 111, QUINTA, CA 92253 SEP
(760) 564-6934 .,
Lic. No.: 863749
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 and policy number are: --
Carrier STATE FUND Policy Number 1828934
_ 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 Vall forthwith c--la
hose provisions.
Date: W1110. Applicants
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS 19100,0001. IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN,
SECTION 3706 OF THE LABOR.CODE, INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made 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 Ouinta, 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 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 all
city and county ordinances and state laws relating to building construction, and hereby authorize representatives
ofthis',cryo/unty/to enter upon the above-mentioned property ffor�i0nslpection purposes.
Date: % �` C7 Signature (Applicant or Agent): L-
. Application Number . . . . . 09-00000896
------ Structure Information GARAGE REMODEL (2+1 CAR REVISION)
[ENG] -----
Other'struct info . . . . . CODE EDITION 2007CBC
--------------=---------------------.----------------------------------------
_ _Permit . . . BUILDING PERMIT INV.FEE
Additional desc .
Permit Fee 198.00 Plan Check Fee..
64.35
Issue Date. Valuation . . . .
8000
Expiration Date 3/20/10
Qty Unit Charge Per
Extension
BASE FEE
90.00
6.00 18.0000'THOU BLDG 2,001-25,000
108.00
-------------------------------------------=-------=------------------------
Special Notes and Comments
GARAGE REMODEL 7"2+1 VEHICLE ENTRY
REVISION [ENGINEERED] 2007 CALIFORNIA
BUILDING CODE. ***INVESTIGATION FEE
ASSESSED PER 2007 CALIFORNIA BUILDING
CODE APPENDIX CHAPTER 1 §108.4 FOR WORK
COMMENCING BEFORE PERMIT ISSUANCE***
September 21, 2009 3:24:39 PM AORTEGA
----------------------------------------------------------------------------
Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473)
1.00
STRONG MOTION (SMI) -RES
.80 '
Fee summary Charged Paid Credited,
Due
Permit Fee Total 198.00 .00 .00
198.00
Plan Check Total 64.35 .00 00
64.35
Other Fee Total 1.80 .00 .00
1.80
Grand Total 264.15 .00 .00
264.15
LQPERMIT
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City of La Quinta
Building & Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
Q` 7/
Project Address: 1 6z o --1 (3 (/,°Zo nj
='Owner's Name:
A. P. Number:
Address: b Z0 -7—,, Ott 0 N Ate.
Legal Description:
-City, ST, Zip:
Contractor: �� S'TU r -e C o n S T G
w•.,;:
:+•�
Telephone + "" s'r` f ?cu y�
...� o'r`s >R5?e:
Address: .-7 c
Project Description:
City, ST, Zip: !1— cf Z Z 3
�,.
N.. inti • 'b+� \.
Telephone: � � `�'`��^'• s-;.,: s �,p,• <�� {�:.;:.._
:�:•. .: �.!d:'<+..::<:. J.: +ikx +:):.�. •:
n��.- z - 1 CvL GAM ,L--
D(ia �S A T-,, C_ LO/✓Y.y M i nS �/i
c
State Lic. # : �j 3 % C(y City Lic. #:
Arch., Engr., Designer: u.v�CC
Address:
City., ST, Zip:
Telephone:,
State Lic. #:
'.4` J+.
�..::.. y v
:>ti5..>> , f>ts:;::r•;.:^..�+
Construction Type: Occupancy:
a air Demo tYPecircle one). New Add'n er
Name of Contact Person: ZIC- se -.H nic'It E-�
Sq. FL: # Stories: #Units:
Telephone # of Contact Person: 76o, Z3 S, D
Estimated Value of Project: 000 -r—
APPLICANT: DO NOT WRITE. BELOW THIS LINE
#
Submittal
Plan Sets
Req'd
Recd
TRACKING PERMIT FEES
. Plan Check submitted Item Amount
Structural Cafes.
Reviewed, ready for corrections 9 Plan Check Deposit t—
Truss Cafes.
Called Contact Person '� S Plan Check Balance.
Title 24 Cafes.
Plans picked up Construction .�
Flood plain plan
Plans resubmitted _ I Mechanical
Grading plan
21' Review, ready for correcti e� Electrical
Subcontactor List
Called Contact Person Plumbing
Grant Deed
Plans picked up. S.M.I.
H.O.A. Approval
Plans resubmitted Grading
IN HOUSE:-
Review,.ready for corrections/issue Developer Impact Fee
Planning Approval
Called Contact Person A.I.P.P. .r
Pub. Wks. Appr
Date of permit issue i"
,.—
School Fees
Total Permit Fees
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AUG/07/2009/F R I 04---V PM The. Monarch Croup i~ All No. I bU !/b 5 t 1 I, r. uu i i uu i
PGAVR=, I
'FAIRWAYS ASSOCIATION
August 6, 2009
David Anzures, Sr..
i
11533 Bradley Ave. i
SanTenmando, CA 91340
Re: Architectural Application Approval for 81-620 Tiburon Dr. )[:a Qainta, CA.92253
�
Dear Mr. Anzures: I
The Architectural Committee reviewed your plans for converting your double garage door into a
single garage door. , t pleased, to inform you the Architectural Committee has approved your
application with the following condition:
• Receipt of $1,000 Construction Deposit beforevem mencement of the project
Please forward `that check payable to PGA WEST Fairways Association to the address below
within ten days. E64osed is Exhibit C, Compliance Review Requsest foim- Please complete that
form after the construction project is completed, and mail or fax to the address below.
3
If you have any, questions, please contact Joe Gibbs, Operations Manager at 760-776-51.00 East.
345. i
Sincerely,. I
For the Architectural Committee
PGA WEST Fairways Association
OWD ala, PCAM'AUG 24 2009
Manager g
�Y _
Encl. Compliance Review Request Form
cc: Lot File !
Mark Schneider, Greystone Construction Co., via fax 760-775-8833
!
Post Office Box 1690 - La Quinnta, Califomia 92247. • Phone' (760) 776-5100 - Fax (760) 776-5111
i
41-865 BOARDWALK, SUITE 208
PALM DESERT, CA 92211
` P: (760) 836-1000
F. (760) 836-0856
WWW.G02LEI.COM
LITECKY ENGINEERING INC.
September 15, 2009
' GC -
Ray Rooker Architect
49852 Rancho San Francisquito QTY OF LA QUANTA.
La Quinta, CA. 92253. BUILDING & SAFETY DEPT..
APPROVED
Re.: The-Anzures Residence FOR CONSTRU ON
Garage Remodel
81620 Tiburon Avenue DA 8
La Quinta, Ca. 92253
Job No. 0906;1 _ 01W&K W1Uz j
Dear Ray
In regards to the`above mentioned project; and per our conversation on August. l7; 2009 and
September 15, 2009, we submit the following:
Please see the attached paitiaopening
l framing and foundation plan showing the.revised at the'
garage door (including the added shear panel at the garage'to account for the lateral load along
this line. of the structure). Please note that existing Hardy Frame Panels along this line are' to be
removed and replaced with the plywood shear panel, as shown on the partial framing.and
foundation plan. Also, please tefer.to details VSD -1 through 5/SD-1 for the required
connections as well as the attached calculations.
Please note that because the `existing footing in the garage is 12" wide x.18" deep, the pad
-verification at the beam #1 supports is no longer required due to.the increased point load capacity
of the existing footing:.
Verify the. above information, with the building department prior to construction.
If you have any questions, please do not hesitate to contact our office.
OQROFESS��
. F
C 71171 m
*
EXP. 06-30-11
Anthony Litecky, P.E. 4P CIVIL
o
Attachments (13) CCAUFe
Copy: File .
1- PLYWOOD SHT'G
4 3 2 1
2- TRUSS BY MFR.
3- 8d's ® 6" O.C.
4- 2X BLK'G
6
5- DB.L TOP PLATE OR BM
& SIMPSON A35,SEE TABLE.
•
FOR SPACING
• 7- SHEAR PANEL TYPE 12
TYP. (U.N.O. ON PLANS)
12 8- SEE PLAN FOR TYPE AND
LOCATION
9- ALT.' LOCATIONS OF
SHEAR PANEL INSIDE
SEE PLAN
10- 2x FREEZE BLOCK
11 -EDGE NAILING
12-SIMPSON H1 RFOUIRFD
8:.
�js�,
A35
A
48'
B
40'
C
32''
D
24'
E
16'
f
8'
�js�,
v 1.4x4 POST, U.N.O. SEE PLAN.
_2: SEE TABLE. LL D,
3. EMBEDMENT IS FROM TOP OF SLAB`AT
2 MONO -POUR FOUNDATION SYSTEM.
4. OPTIONAL COLD JOINT AT 2 -POUR SYSTEMS.
2 4 5. EMBEDMENT IS FROM COLD JOINT AT
2 -POUR SYSTEM.
NOTES:
(3 )mayA USE SIMPSON "SET -XP" EPDXY
(DO NOT SUBSTITUTE) .
APPROVALS :ICC ESR -2508
5 ° REFER TO ICC AND MANUFACTURER's
a SPECS. FOR INSTALLATION PROCEDURES.
1 3/4" a SPECIAL INSPECTION IS REQUIRED, DURING
MIN : d. ° ALL INSTALLATIONS.
MIN. CONCRETE STRENGTH f c= 2500 psi
ADEQUATE SIZE WASHER REQUIRED WHEN
ANCHOR BOLT SIZE IS SMALLER THAN
MISSING
REPLACE W/
RODU
EMBEDMENT
HOLDOWN
STRAP*
HDU5
SO
apo
AND HD2A,
HD5A
.HOLE IN HOLDOWN.
CONTRACTOR SHALL SPECIFY OVERALL
LENGTH OF ANCHOR.
1- 5/8" WEDGE' ANCHOR USE (1) WEDGE
ANCHOR TO REPLACE EACH MISSING
INT. WALL ANCHOR BOLT AND USE (2)
WEDGE ANCHORS TO REPLACE EACH
MISSING A.B. ® EXTERIOR SHEAR WALL
& SHEAR WALL BWTN. HOUSE AND GARAGE.
2- 2 1/2" MIN. ® EDGE OF FTG. CONDITION &
CENTERED ® INTERIOR WALL CONDITION.
3- 4 1/2" MIN. ® WEDGE ANCHORS & 5"
.0 EPDXY.
NOTES:
WEDGEANCHORS CAN BE SIMP. WEDGE ALL
(ICC ESR -1396) OR ITW/RAMSET RED HEAD
WEDGE ANCHOR
NO SPECIAL INSPECTION IS REQUIRED FOR
WEDGE ANCHORS. FOLLOW MFR.
RECOMMENDATION FOR INSTALLATION.
MIN. SPACING BTWN. ANCHORS:TO BE 9"
IF SPACING IS LESS THAN.9", USE THREADED
RODS.EMBEDDED 5" INTO CONCRETE W/
SIMPSON "SET -XP" EPDXY (ICC ESR -2508)
SPECIAL INSPECTION IS REQ'D FOR THIS
SYSTEM.
O
DESIGN CRITERIA (GENERAL
DESIGN CRITERIA SEISMIC LOADING
LOCATION: LA QUINTA, CA (ZIPCODE: 92253)
Ss =1.515 Si =0.600 SDs =1.010. Sm = 0.600
SEISMIC DESIGN CATEGORY D
(IBC. SECTION 1613.5:6)
SITE CLASS D (ASSUMED)
(IBC SECTION 1613.5.2)
OCCUPANCY CATEGORY II
(IBC TABLE 1604.5)
SEISMIC IMPORTANCE FACTOR I=1:00
(ASCE 7-05, TABLE 11.5-1)
RESPONSE MODIFICATION COEFFICIENT R = 6.5
'(ASCE 7-05, TABLE 12.2-1)
AT HARDYFRAME PANEL R = 6.5
(BF CATALOG 6-08)
AT CANTILEVER STEEL COL UMNR 1.5.
(ASCE 7-05, TABLE 12.2-1)
REDUNDANCY FACTOR p =1.30
i (ASCE 7-05, SECT. 12.3.4:2)
BASE SHEAR V.= p x [SmI/(L4 x R)] x W (ASCE 7-05; EQU. 12.8-1 & 12.8-2)
BASE SHEAR V =-1.30'x [1.010 x 1.0/(1.4 x 6.5)] = 0.145W
.
DESIGN CRITERIA -WIND LOADING
ASSUMED MOST CONSERVATIVE ROOF ANGLE = 20° `
ps30 =17.8 PSF
(ASCE 7-05, FIGURE 6-2)
WIND EXPOSURE CATEGORY C -
(ASCE 7-05, SECT. 6.5.6.3)
WIND IMPORTANCE FACTOR I =1.00
(ASCE 7-05, TABLE 6-1)
. BASIC. WIND SPEED 90 MPH
(ASCE 7-05, FIGURE 6-1)
TOPOGRAPHIC FACTOR Kz =1.00
(ASCE 7705, SECT. 6.5.7.2)
WIND FACTOR ps = 7L x KzT. x I x ps30
(ASCE 7-05, EQU. 6-1)
MAXWUM HEIGHT 15 ft (7, = 1.21) WIND FACTOR ps =
21.54`psf
MA3UMUM HEIGHT 20 ft O; = 1.29) WIND FACTOR ps =
22.97 psf
MAXPAUM HEIGHT 25 ft (7C = 1.35) WIND FACTOR ps.=
24.03 psf .
MAXGMUM HEIGHT 30 ft (7L = 1.40) WIND FACTOR ps =
24.92 psf
COMPANY PROJECT
Ultecky Engineering, Inc.
jj� 4186 5 BoardwalK Sure 208
1Noo WVrks . Pagn Desert, CA 9221,
.. .. SORWAUrm WOOD DFUrN ' .
Aug. 19,2D09 1*12
Beam #1 - Drop BM at Garage.wwb
Design Check Calculation Sheet
Sizer 2004a
LOADS ( lbs, psf, or pIt 1
Load
Type
Distribution
Magnitude
Location (ftj
2at-
Shear
2864
Total
Start End
Start End
tern
Loadl
Dead
Full Area
20.00(14.50)*
2
No
Load2
Live
Full Area
20.00(14.50)*
No
Load3
sm..: �...«.. _..
Dead
Full Area
15.00 (1.00)*
L/360
No
MAXIMUM REACTIONS (Ibs) and. BEARING LENGTHS (in) :
LOA
19-9" I
3160
Dead
3160
Design
Live
2864
Shear
2864
Total
6024
190.
6024
Bearing:'
fb =
1857
Fb' =
2
fb/Fb' = 0.79
2
LC number
Length .'
2.35
2.35
Glulam-Unbal., West Species, 24F-1.TE WS, 5-1/8x15" �iI 5"7/�iNO��
Self Weight of 14.99 plf automatically inducted in loads;
m
Lateral support top= full, botto= at supports; Load combinations: ICC -IBC;
ng
Analysis vs. Allowable Striess (psi) and Deflection lin) usinos 2001
Criterion
Anal sis.Value
Design
Value
Analysis/Design
Shear
fy =
'103
Fv' =
190.
fv/Fv' = 0.54
Bending(+)
fb =
1857
Fb' =
2361
fb/Fb' = 0.79
Dead Defl'n
0.45-
L/530
Live Defl'n
0:41 =
'L/584
0.66 =
L/360
0.62
Total Deflln
0.85
L/278
0.99 =
L/240
.0.86
ADDITIONAL DATA:
FACTORS: F CD CM Ct CL CV Cfu Cr Cfrt Notes Cn LCA
Fb'.+ 2400 1.00' 1.00 '1.00 .1.000' 0.984 1.00' 1.00 1.00 1.00 - 2
£v' 190 1:00' 1.00 1.00 - - - 1.00 1.00 1.00 2
Fcp' 500 - 1.00 1.00. -. - - 1.00 - -
E' 1.7 million 1.00 1.00 - - - - 1.00 - 2
Custom duration factor for Wind load = 1.33
Bending(+):• LC@ 2 = D+L, M = 29742 lbs -ft
11+L,Shea. : LCN 2 = +L, V = 6024, V design = 5261 Lbs
Deflection: LC#4 2 = D+L EI= 2450eO6 lb-in2
Total Deflection = 1.00(Dead Load Deflection) +.Live Load Deflection.
.(D=dead L --live S=snow' W=wind I=impact C=construction CLd=concentrated).
(All LC's are listed in.the'Analysis output)
DESIGN NOTES: "
1. Please verify that the default deflection limits are appropriate for your application.
2. Glulam design values are for materials conforming to AITC 117-2001 and manufactured in accordance with ANSUAITC A190.1-1992
3. GLULAM: bond = actual breadth. x actual depth.
4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3.
5. GLULAK bearing length based on smaller of Fcp(tension), Fcp(cmWn).
LATERAL ANALYSIS
SECTION # 1 LONGITUDINAL
PLATE HEIGHT = 9.00 FT
ROOF AVERAGE HEIGHT =13.00 FT
WIND FORCE (90 MPH) = 21.54 PSF
WIND LOAD = 21.54 psf x (13.00 ft-9.00ft/2) 184 PLF
SEISMIC LOAD= 0.145 x ((20.00 x 45.0.0)+(15.00 x 2 x 4.50}10.00 x l x 4.50)
SEISMIC LOAD= 157 PLF