07-2333 (RC)T4'!t 4`
P.O. BOX 1504 VOICE (760) 777" 7012
78-495 CALLE TAMPICO FAX (760) 777-7011
LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT, INSPECTIONS (760).777-7153
BUILDING PERMIT
Date: 8/31/07
Application Number: 07-00002333 f, Owner:
PropertjAddress: 46630 WASHINGTON ST WASHINGTON 111 LTD
APN: 643-020-999-3 -30903 C/O JACK TARR
Application description: REMODEL - COMMERCIAL 30240 RANCHO VIEJO RD. STE_ B
Property Zoning: REGIONAL COMMERCIAL SAN JUAN CAPISTRANO•, CA 92675
Application valuation: 2500
Contractor: '
Applicant: Architect or Enginee A SPARKS, THOMAS K.
D43718 MARIGOLD-DRIVE
PALM DESERT, CA 92260
(760) 346-4.851
AUG�"
1 X07
Lic. No.: 364270
CITY OF LA QUINTA 7-
FINANCE DEPT. -�
LICENSED CONTRACTOR'S DECLARATION_ - WORKER'S COMPENSATION DECLARATION
I.hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with I hereby affirm under penalty of,perjury one of the following declarations: "
f Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force. and effect._ I have and will maintain a certificate of consent to self-insure for workers' compensation, as provided License No • 64270 for by Section 3700 of the Labor Code, for the performance of the work fo
License Class: B - r which this permit is -
��-- - - issued. s
DateContr or:y _ 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
_ "OW ER-BUILDER DECLARATION- insurance carrier and policy number are:
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License.Law for the + Carrier EXEMPT Policy Number EXEMPT
following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a,permit to_ I certify that,. in the performance of the work for which this permit is issued, I shall not employ any - a'
1 'construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires, the applicant for the person in any manner so as to become subject to the workers' compensation laws of California,
permit to file a. signed statement that he or she is licensed pursuant to the provisions of the Contractor's State_- and_agree that, if I should become subject to the workers' compensation provisions of Section -
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or 3700-of-the-Labor Giadaahall forthwith omply with t provisions. "
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7.031.5 by��.
.any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars (55001: - ^DateAPPlicant: " "
( F 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 WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
" 'Contractors' State License Law does not apply to an owner of property who builds or improves thereon, " SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND -
and who does the work himself or herself through his or her own employees, provided that the DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
• improvements are not intended or offered for sale. If, however, the building or improvement is sold within SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. _
.. ` 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.). APPLICANT ACKNOWLEDGEMENT
1 _ 1 1, as owner of the property, am exclusively contracting with licensed, contractors to construct the project (Sec. IMPORTANT Application is hereby made to the Director of Building and Safety for a'permit subject to the
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of \conditions and restrictions set forth on this application. -
property who builds or improves thereon, and who contracts for the-projects with a contractor(s) licensed 1. Each person upon whose behalf this application is made, each person at whose request and for
pursuant to the Contractors' State License Law.). whose benefit work is performed under or pursuant to any permit issued as a result of this application,
I—) I am exempt under Sec. B.&P.C.-for this reason 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.
Date: Owner: 2. Any permit issued as a result of this application becomes null and void if work is not commenced.
y within' 180 days from date of issuance of such permit, or cessation of work for 180 days will subject
CONSTRUCTION LENDING AGENCY permit to cancellation.
I. hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the I certify than) have read this application and state that the above information is correct. I agree to c - ply with all
work for which this permit isissued(Sec. 3097, Civ. C.). city and county ordinances and state laws relating to building construction, an ereby authorize esentatives
of this county to enter upon the above-mentioned pr as.
Lender's Name:. y
-_ -
1,.,D.-te / Sign-re-IAPPlicant orAgentl:
Lender's Address:
1
LQPEIL1kIIT
Application Number 07-00002333
------ Structure Information STORAGE RACKS
-----
Other struct.info . . . . . CODE EDITION
2001 CBC
FIRE SPRINKLERS
YES
MIXED-USE OCCUPANCY
NA
- OCCUPANT LOAD
.00
1ST FLOOR SQUARE FOOTAGE
------------------------------------------- ---------------------------------
.00
Permit . . . BUILDING PERMIT
Additional desc 12 FT HGT. STORAGE RACKS
Permit Fee 54.00 Plan Check
Fee
35.10
Issue Date . . Valuation
2500
Expiration Date 2/27/08
Qty Unit Charge Per,
Extension
BASE FEE
45.00
1.00. 9.0000 THOU' BLDG 2;001-25;00.0
9,."00
---------------------------------------------------- -------------------------
" Special Notes and Comments
12 FT. HGT. STORAGE RACKS TO LUMPY'S
RETAIL STORE. 2001 CBC.
'Other Fees HOURLY.PLAN CHECK
43.75 ,
STRONG MOTION (SMI)
- COM .52.
Fee summary Charged Paid Credited
Due
----------------- ------------------------------
Permit Fee Total 54.00" .00"
.00
----------
54.00•
Plan.Check Total 35.10 .00
.00
35.10
Other Fee Total, 44.27 00.
.00
44.27
Grand Total 133.37 .00'
.00
133.37
"W".
Bin #
City of La Quinta
Building 8T Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
ort. x-333
Project Address: 6 —� p S / 6 I
Owner's Name: C Oft 1
A. P. Number:
Address: 6 ;
Legal Description:
City, ST:Zip:
Contractor: To S S
Telephone: 760. 3,� 3�
s
Address:�J t-{��
Project Description:
//
City', ST, Zip: M�( 2 Se R / �oZo2(Od
S — L S
Telephone:
+' rb
State Lic. # : gj � 0
City Lic. #:
Arch., Engr., Designer:
Address: L1,1
City, ST, Zip:
Telephone: ��
Construction Type: Occupancy:
State Lic. #: C0 '�
Project type (circle one): New Add'n Alter Repair Demo
Name of Contact Person:
Sq. Ft.:
# Stories:
# Units:
Telephone # of Contact Per .O —
Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Ree'd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
-0/17
Item
Amount
ate-
Structural Calcs.
Reviewed, ready for rrectio
Plan Check Deposit
Truss Cates.
Called Contact Perso,11-4614 jueA3
Plan Check Balance
Energy Cales.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
J
Mechanical
Grading plan
k"I
2"" Review, ready for correctionis sue
t
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.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
3• �f t
!*. BY2......�:...OHANIAN ' RAdK DEOWN & ENOINEERINd d0.
DATE
$-16-07 412 WEOT BROADWAY OUM #204 SHEET, NO........... 1 .............
' RD -12470
- (�LENDAj.E. A. 91204 � •" JOB NO. .............................
SUBJECT ........................... TEL:(818)240-3810 FAX:(818)240-3813
STRUCTURAL CALCULATIONS OF STORAGE
RACKS FOR:
LUMPY'S GOLF
46-630 WASHINGTON STREET' `�• :- '
LA QUINTA, CA.- 92253
FESS/pN�
PER CBC 2001 -EDITION �'�Q`OHANi��y
w No.0063624', m
* EXP.:6/30/09
• �- , + `` h ; �� CIVIC-
STORAGE RACKS CAPACITY: }
500 # / LEVELCITY OF ,
f
LA QUINTA
CALCS. 1 THRU 4 BUILDING & SAFETY DEPT
FAPPROVED
_.
NsrRucT►oN
i DRAWINGS: RD -12470
DATE 3► p eY
3 .
FA�UG 2007
1 ,
G.: OHAN.IAN RAOK -DEOWN & ENOINEERINO d0.
2
DATE —16-07 412 " T BROADWAY, OME X6204
SHEET NO
............................... —12470
LENDALE, dA. 91204 , • JOB NO......R...D...............
' SUBJECT ............................ TEL:(818)240-3810. FAX:(818)240-3813
96" 48"
N '
y
� N
M
N
cq—
FRONT VIEW SIDE VIEW '
BEAM V500 #/ LEVEL+25% IMPACT
M_ 96%.3K=3.6"K✓ 60A6 300 #/ BEAM
8
} S R— 3
3.6
K= .1 1 <.48 4K=.78
. x x SK=.48
3 '
A= 5xWxL =.13"< 96 180 =.53' t=o.o�., Fy =55 KSI.
384xIK xE
2 3/4"
SEISMIC DESIGN
2.5xCaxl
V= x W// CBC 2001 SEC. .2222
RX1.4WORKING!
STRESS r
✓R=5.6 MOM. CONN. r
VR=4.4 BRACED '
VCa=.44
VW=D.L.+LL, LONGIT. SEISMIC
.06K,. 1 'K
LOAD PER COLUMN ',04 K 1'K 1.8'K
�_ 4x.5 K =1 K M
2 COL.03 K 1.8'K 2 -K
vW= 1D.L 1 LL., 1.1 K M
ti
✓V _ 2.5x.44x1.1 =.15 K b. 02 K 2.K 3 .K
LONCIT.. 5.6 x 1 .4 r�
3 'K 9. r
2.5x.44x1.1 =.19 K
TRANS. 4 4X 1 .4 R • _ ' .15
15 K 0
'G OHANiaN•••_ RAdK DEMON• & ENdINEERINO CO.
. BY:' ...........:........... .SHEET- NO....... . .
8 16-07 412 WET BROADWAY, ME #204 ....3...:.......
"DATE .........-......-............ ,
LENDALE, dA. 91204 JOB NO RD -12470
SUBJECT ........................... TEL:(818)240-3810 FAX:(818)240-3813
COLUMN ANALYSIS
1 5/8-
Fy=50 KSI KI _ 36x1.7=56 Fe= nr2xE —42
A=.43 rx 1.1 _ (KI) 2
ry
S,=.36 KI =-a-2-83 F
x —.—X ry .63 Fn -Fy (1— Y )= 37 KSI
t=.07" r,,=1.1 F=12 ..K 4F8
ry=.63 Max=Sx b Pn=Fn xA= 16 K
Pn
a 1.92 K
3
LAOMBINED STRESS RATIO ,
TP,+ M — 181 + 12 = .39<1.33
O ax
1.1 K
BASE PLATE
ANCH. TENSION = 0 I
Q 3,.x3"x l /8"
VNCHOR SHEAR= .15 K �O BASE PLATE_
(2)-3/8"0 ANCHORS HILTI KWIK BOLT -3 • .:.a
ESR -1385 OR APPROVED EQUAL. DESIGNED FOR°t`':. N `
:a
1/2 STRESS. (NO SPECIAL "INSPECTION REQ'D)
, 3"
ALLOW. TENSION=.9 K
ALLOW.- SHEAR=1.5 K
P 9/s V s/a 0 5/3 15 s/3
.✓(P) +(V) =(.9) +( .1.5) = .02<1.33 .
a a
RACK COLUMNS DESIGNED SUCH THAT IF THE FRONT COL. '
,IS DAMAGED THE REAR COL. HAS EXTRA CAPACITY TO SUPPORT ;
THE FULL LOAD OF THAT BAY, . (SEC. 2222-5)
umOMENT AT BEAM CONNECTION r 2 ^K
7/16"0 RIVET "
Fy = 79 KSI
Va=.1x79X.4= 3K 2.5"K I I 2.5"K
�ma = 3Kx4"x1.33 =16�K ✓ 2. PIN CONN. ® ®�
CONN.
.......c ...O.HAN.i.a.N..., RAdK MOWN ENOINEERINGI dO.
SHEET NO..... 4
41,,;' WEft BROADWAY, oUrrE #204
DATE . ..... �-1 6-07
........................
OLENDALE, dA. 91204 JOB NO...E�7.1.2.4.7.0...
SUBJECT .... ...................... TEL:(818)240-3810. FAX:(818)240-3813
OVERTURNING TOP LEVEL 'LOADING'
= _19
-v/MOT.K x2x144"x.5x1.1'5 =31 "K. MOT =.05Kx.2xl44"= 14."K
%./M R = 1.1K x48" = 53 "K toM R 40Kx48"= 19 "K.
NO UPLIFT
:r
LOAD - TO DIAGONAL
P 19 Kx2x .46 K
48 BOTH SIDES TYP. 1-/8 1.5"
Fy=55 KSI
A=.31 F, = 10.6 KSI
2
rx =.48 P, = 3..3 K
Q=.74 t=.07"
L= 58"
af 1)
p
1/8 .1.5"
CHECK WELDS
1/8" WELD 1.5" LONG EACH SIDE (3 TOTAL)
6,-,3x. I 25x.707x7Ox.3 = 5.7K, ,
CHECK SLAB llOO#
1100 0 V"5 CONCRETE SLAB
=1.1 I.lxl 44= 158 2500 PSI. CONC.
-1060- A -T 1000 PSF. SOIL
�15 8
=13"
M= 1
2 1.2 5 )2
x 1 006x 2 x 1 2= 260 1 4'
S= 'I 2x5 2 50 4" 2.5
6 6.51,
260
50 - 5 <1.6 2500 =80 13"