09-0283 (SOTB)- 'i;
P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
c&ty/ 4 4 Q"
Applicant:
CK/ -x/^-
'AArtorcchitec�tor Engineer-
`V� / /w///
qL3�z/2
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
--------------------------------------------------
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed nder provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Busi and Profess' als Code, and my License is in full force and effect.
License Class: B icense No.: 843378
V Date: w'-Aq- oontractor'.
M
Ca- I OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the
following reason (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 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.).
(_) 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 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:
LQPERDIIT
Owner:
REGENCY MARINITA LP
36 EXECUTIVE PARK
IRVINE, CA 92614
(949)726-6028
Contractor:
SPEARS CONSTRUCTION
6005 HIDDEN VALLEY
CARLSBAD, CA 92011
(760)631-3450
Lic. No.: 843378
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
------------------
WORKER'S COMPENSATION DECLARATION
4/10/09
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 1806390-2009
_ 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 su 'ect to the workers' compensation laws of California,
and agree that, if I s d becgrne subje to the workers' compensation provisions of Section
�% 3700 of the Labor , I sFj,, f rth i ply with those provisions.
ate: { pplica
WARNING: FAILURE TO SECURE ORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRI INAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS ($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.
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 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 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 ve informatCh.rreby
I agree to comply with all
city and county ordinances and state laws relating to bui in const ctiouthorize representatives
oft �7co�u(nty to ente on the above-mentioned prop ty or ins
ate: !
—1 - Signature (Applicant or Agent
I Application Number:
09-00000283
Property Address:
44075 JEFFERSON ST
APN:
604-521-005- - -
Application description:
STRUCTURES OTHER THAN BUILDINGS
Property Zoning:
NEIGHBORHOOD COMMERCIAL
Application valuation:
10000
Applicant:
CK/ -x/^-
'AArtorcchitec�tor Engineer-
`V� / /w///
qL3�z/2
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
--------------------------------------------------
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed nder provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Busi and Profess' als Code, and my License is in full force and effect.
License Class: B icense No.: 843378
V Date: w'-Aq- oontractor'.
M
Ca- I OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the
following reason (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 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.).
(_) 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 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:
LQPERDIIT
Owner:
REGENCY MARINITA LP
36 EXECUTIVE PARK
IRVINE, CA 92614
(949)726-6028
Contractor:
SPEARS CONSTRUCTION
6005 HIDDEN VALLEY
CARLSBAD, CA 92011
(760)631-3450
Lic. No.: 843378
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
------------------
WORKER'S COMPENSATION DECLARATION
4/10/09
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 1806390-2009
_ 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 su 'ect to the workers' compensation laws of California,
and agree that, if I s d becgrne subje to the workers' compensation provisions of Section
�% 3700 of the Labor , I sFj,, f rth i ply with those provisions.
ate: { pplica
WARNING: FAILURE TO SECURE ORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRI INAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS ($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.
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 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 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 ve informatCh.rreby
I agree to comply with all
city and county ordinances and state laws relating to bui in const ctiouthorize representatives
oft �7co�u(nty to ente on the above-mentioned prop ty or ins
ate: !
—1 - Signature (Applicant or Agent
Application Number
09-00000283
Permit . .
. BUILDING PERMIT
Additional desc .
. METAL SHELVING - 8 FT MAX
Permit Fee . . .
. 117.00 Plan Check Fee
76.05 -
Issue Date . . .
. Valuation . . .
. 10000
Expiration Date
10/07/09
Qty Unit Charge
Per
Extension
BASE FEE
45.00
8.00 9.0000
THOU BLDG 2,001-25,000
72.00
-----------------------_-----------------------------------------------------
Special Notes and
Comments
METAL SHELVING - 8
-FOOT MAX. HGT. FOR
CVS PHARMACY. 2007
CODES. SPECIAL
INSPECTION REQUIRED
PER CBC 1705.3
----------------------------------------------------------------------------
Other Fees . . .
. . . . ACCESSIBILITY PLAN REVIEW
7.61
BLDG STDS ADMIN (SB1473)
1.00
HOURLY PLAN CHECK
140.00
STRONG MOTION (SMI) - COM
2.10 ,
Fee summary
Charged ''Paid Credited
Due
----------------
Permit Fee Total
117.00 .00 .00
117.00
Plan Check Total
76.05 .00 .00
76.05
` Other Fee Total
150.71 .00 .00
150.71
Grand Total
343.76 .00 .00
343.76
LQPERMIT
MAY 18 2009 111 i
/!V �J)
161 ATLANTIC STREET ° POMONA " CA 91768 • TEL: (909) 869-0989 * FAX: (909) 869-0981
SEIZMIC
MATERIAL
HANDLING ENGINEERING
EST. 1985
STORAGE RACKS
STEEL SHELVING
SEISMIC ANALYSIS
ALASKA
KENTUCKY
NORTH CAROLINA
DRIVE-IN RACKS
MOVABLE SHELVING
STRUCTURAL DESIGN
ARIZONA
MARYLAND
OHIO
CANTILEVER RACKS
STORAGE RACKS
CITY APPROVALS
CALIFORNIA
MASSACHUSETTS
OKLAHOMA
MEZZANINES
MODULAR OFFICES
STATE APPROVALS
COLORADO
MICHIGAN
OREGON
CONVEYORS
GONDOLAS
PRODUCT TESTING
CONNECTICUT
MINNESOTA
PENNSYLVANIA
CAROUSELS
BOOKSTACKS
FIELD INSPECTION
FLORIDA
MISSOURI
TENNESSEE
PUSHBACK RACKS
FLOW RACKS
SPECIAL FABRICATION
GEORGIA
MONTANA
TEXAS
RACK BUILDINGS
FOOTINGS,
PERMITTING SERVICES
IDAHO
NEBRASKA
UTAH
ILLINOIS
NEVADA
VIRGINIA
INDIANA
NEW JERSEY
WASHINGTON
KANSAS
NEW MEXICO
WISCONSIN
MAY 18 2009 111 i
/!V �J)
161 ATLANTIC STREET ° POMONA " CA 91768 • TEL: (909) 869-0989 * FAX: (909) 869-0981
SEIZMIC
INC. PROJECT CVS #3341
FOR UNIVWEB SYSTEMS
MATERIAL HANDLING ENGINEERING SHEET NO. 3
TEL: (909) 869-0989 a FAX: (909) 869-0981 CALCULATED BY TC
161 ATLANTIC AVENUE • POMONA, CA 91768 DATE 3/16/3009
UNIWEB OVERTURNING GONDOLA ANALYSIS
PROJECT SCOPE:
PROVIDE SEISMIC ANALYSIS OF LIGHT DUTY STORAGE RACK TO CONFORM TO THE REGULATIONS SET BY THE
2007 CBC UTILIZING SECTION 1613 AND SECTION 13.3 OF THE ASCE 7-05.
PARAMETERS:
THE LIGHT DUTY STORAGE FIXTURE UNITS USED IN THIS PROJECT ARE FOR LIGHT DUTY PURPOSES AND ARE
ALL UNDER 8FT IN HEIGHT. THE STABILITY OF THE SHELVING DEPENDS ON THE MOMENT RESISTING FRAMES
IN THE TRANSVERSE DIRECTION AND ON THE HORIZONTAL BRACES AND METAL PANELS IN THE LONGITUDINAL
DIRECTION. NOTE THAT THE ANALYSIS HAS BEEN PREFORMED FOR THE MOST CRITICAL CONFIGURATION WITH
THE MAXIMUM LOAD. NOTE THAT ALL OTHER CONFIGURATIONS ARE OK BY INSPECTION SINCE ALL COMPONENTS
ARE IDENTICAL AND.ONLY LOAD CHANGES.
SPECIFICATIONS:
- SEISMIC Fp = [ 0.4 * ap * SDS *Ip/Rp) ] ` VVp
EXCEPT WHERE:
Fp shall not be taken as less than 0.3*SDS*lp*Wp
and Fp is not required to be taken as greater than 1.6*SDS*lp*Wp
- MAIN'STEEL Fy = 33,000 PSI
-ANCHOR - 3/8"0 x 2" MIN. EMBED. HILTI KWIK BOLT TZ ([CC ESR -1917)
- SPECIAL INSPECTION IS REQUIRED FOR ANCHOR BOLT INSTALLATION
- SLAB CONCRETE STRENGTH: 2500 PSI (minimum required)
e
eo
SEIZMIC
1NC.
MATERIAL HANDLING ENGINEERING
TEL: (909) 869-0989• FAX:'(909) 869-0981
161 ATLANTIC AVENUE • POMONA, CA 91768
PROJECT CVS #3311
FOR UNIWEB SYSTEMS
SHEET NO. 3
CALCULATED BY TC
DATE 3/16/2009
LOADS AND DISTRIBUTION (SINGLE SIDED)
ANALYSIS BASED ON SECTION 1613 OF THE 2007 CBC AND SECTION 13.3 OF THE ASCE 7-05:
SITE CLASS = D
Sms = 1.500 WHERE Sms = Fa*Ss AND Ss = 1.5, Fa = 1
Ip = 1.00
Rp = 2.5
ap = 1
WORKING STRESS REDUCTION = 1.4
Fp = [ 0.4 * ap * (2/3*Fa*Ss) *Ip/(Rp*1.4) ] * Wp = 0.114 Wp
EXCEPT WHERE:
Fp shall not be taken as less than 0.3*(2/3*Fa*Ss)*Ip*Wp/1.4 = 0.214'Wp
AND
not required to be taken as greater than 1.6*(2/3*Fa*Ss)*Ip*Wp/1.4 = 1.143 Wp
Fp (GOVERNS) = 0.214 Wp
Wp = DEAD LOAD + LIVE LOAD
LIVE LOAD = 200 LB/LEVEL
DEAD LOAD = 5 LB/LEVEL
LEVELS= 4
Fp = 0.214 x (200 LB/LEVEL + 5 LB/LEVEL)
= 44 LB/LEVEL
Fp(total) = Fp x NO'. OF LEVELS
= 44 LB/LEVEL x 4
= 176 LB
Pcol = (Wp x NO. OF LEVELS)
= (200 LB/LEVEL + 5) x 4 LEVELS
= 820 LB
Movt = �FpH
= 44 LB/LVL x 72 IN
3,163 IN -LB
13
.01N
.01N
.01N
.01N
GENERIC VIEW
SHELF HGT. TTL = 72.01N
SEIZMIC
INC.
MATERIAL HANDLING ENGINEERING
TEL: (909) 869-0989 • FAX: (909) 869-0981
161 ATLANTIC AVENUE • POMONA, CA 91768
OVERTURNING ANALYSIS
FULLY LOADED:
Puplift = (Movt - Mst) / d
= [31.63 - 12300] IN -LB / 30 IN
= -305 LB
ALLOWABLE TENSION = 1,006 LB
ALLOWABLE SHEAR = 999 LB
# OF ANCHORS/ B.P. = 1
d = 30.0 IN
INTERACTION EQN.: rPs/Ptl + fVs/Vtl <_ 1.00
[0 LB/(1006 LB)] + [176 LB/(999 LB)] _
TOP LOADED:
Puplift = (Movt Mst) / d
= [849 IN -LB - 3300 IN -LB] / 30 IN
= -82 LB
INTERACTION EQN.: [Ps/Ptl + IVs/Vtl 5 1.00
[0 LB/(1006 LB)] + El 19 LB/(999 LB)]=
PROJECT CVS 43341
FOR UNIWEB SYSTEMS
SHEET NO. 4
CALCULATED BY TC
DATE 3i 16/2009
0.18 < 1.0 THEREFORE OK
0.12 < 1.0 THEREFORE OK
ANCHORS TO BE PROVIDED (2) PER BASE @ EVERY OTHER BASE
ANCHORS ARE 3/8"0 x 2" MIN. EMBED. HILTI KWIK BOLT TZ (ICC ESR -1917)
SPECIAL INSPECTION IS REQUIRED FOR ANCHOR BOLT INSTALLATION
SEIZMIC
INC.
MATERIAL HANDLING ENGINEERING
TEL: (909) 869-0989 * FAX: (909) 869-0981
161 ATLANTIC AVENUE • POMONA, CA 91768
PROJECT CVS 4'3341
FOR UNIWEB SYSTEMS
SHEET NO.
CALCULATED BY TC
DATE 3/16/3009
LOADS AND DISTRIBUTION (DOUBLE SIDED)
ANALYSIS BASED ON SECTION 1613 OF THE 2007 CBC AND SECTION 13.3 OF THE ASCE 7-05:
SITE CLASS = D
Sms = 1.500 WHERE Sms = Fa*Ss AND Ss = 1.5, Fa = 1
Ip = 1.00
Rp = 2.5
ap = 1
WORKING STRESS REDUCTION = 1.4
Fp = [ 0.4 * ap * (2/3*Fa*Ss) *Ip/(Rp*1.4) I * Wp = 0.114 Wp
EXCEPT WHERE:
Fp shall not be taken as less than 0.3*(2/3*Fa*Ss)*Ip*Wp/1.4 = 0.214 Wp
AND
not required to be taken as greater than 1.6*(2/3*Fa*Ss)*Ip*Wp/1.4 = 1.143 Wp
Fp (GOVERNS) = 0.214 Wp
Wp = DEAD LOAD + LIVE LOAD
LIVE LOAD = 200 LB/LEVEL
DEAD LOAD= 10 LB/LEVEL
LEVELS= 4
Fp = 0.214 x (200 LB/LEVEL + 10 LB/LEVEL) x 2
= 90.00 LB/LEVEL
Fp(total) = Fp x NO. OF LEVELS
= 90 LB/LEVEL x 4
= 360 LB
Pcol = (Wp x NO. OF LEVELS)
= (200 LB/LEVEL + 10) x 4 LEVELS x 2
= 1,680 LB
TRANSVERSE ANALYSIS:
Movt= ZFpH
= 90 LB/LVL x 72 IN
= 6,4801N -LB
GENERIC VIEW
3.01 N
3.01N
3.01N
3.01N
SHELF HGT. TTL = 72.01N
,7
SEIZMIC .
PROJECT CVS '3341
FOR UNIWEBSYSTEMS
MATERIAL HANDLING ENGINEERING SHEET NO. 6
TEL: (909) 869-0989 • FAX: (909) 869-0981 CALCULATED BY TC
161 ATLANTIC AVENUE • POMONA, CA 91768 DATE 3/16/2009
OVERTURNING ANALYSIS
FULLY LOADED:
Puplift = (Movt - Mst) / d
= [6480 - 50400] IN -LB / 60 IN
-732 LB
ALLOWABLE TENSION = 1,006 LB
ALLOWABLE SHEAR = 999 LB
# OF ANCHORS/ B.P. = 1
d = 60,01N
INTERACTION EQN.: IPs/Ptl + IVsNtl S 1.00
[0 LB/(l 006 LB)] + [360 LB/(999 LB)] = 0.36 < 1.0 THEREFORE OK
TOP LOADED:
Puplift = (Movt - Mst) / d
= [1697 IN -LB - 7200 IN -LB] / 60 IN
=.-105 LB
INTERACTION EQN.: IPs/Ptl + NsNtl 51:00
[0 LB/(1006 LB)] + [127 LB/(999 LB)] = 0.13 < 1.0 THEREFORE OK
ANCHORS TO BE PROVIDED (2) PER BASE @ EVERY OTHER BASE
ANCHORS ARE 3/8" O x 2" MIN. EMBED. HILTI KWIK BOLT TZ (ICC ESR -1917)
SPECIAL INSPECTION IS REQUIRED FOR ANCHOR BOLT INSTALLATION
i