HomeMy WebLinkAbout1925 CALLE BARCELONA; 166; CB031358; Permit12-1 6-2003
City of Carlsbad
1635 Faraday Av Carlsbad, CA 92008
Building Inspection Request Line (760) 602-2725
Commercial/lndustrial Permit Permit No: CB031358
Job Address:
Permit Type: TI Sub Type: COMM
Parcel No: Lot #: 0 Status: ISSUED
Valuation: $181 ,I 10.00 Construction Type: NEW Applied: 05/08/2003
Occupancy Group: Reference #: Entered By: SB
Project Title: TALBOTS 6037 SF TI Plan Approved: 12/16/2003
SHELL TO RETAIL Issued: 12/16/2003
1925 CALLE BARCELONA CBAD St: 166
Inspect Area:
Plan Check#:
Applicant: Owner:
HEATHERKENNEDY
ONE TALBOTS DRIVE 02043 781 -741 -7583
Building Permit
Add'l Building Permit Fee
Plan Check
Add'l Plan Check Fee
Plan Check Discount Strong Motion Fee
Park Fee
LFM Fee
Bridge Fee BTD #2 Fee
BTD #3 Fee
Renewal Fee
Add'l Renewal Fee
Other Building Fee
Pot. Water Con. Fee
Meter Size Add'l Pot. Water Con. Fee
Recl. Water Con. Fee
$799.12 $0.00
$51 9.43
$0.00
$0.00
$38.03
$0.00 $0.00
$0.00
$0.00 $0.00 $0.00 $0.00
$0.00
$0.00
$0.00 $0.00
Meter Size
Add'l Recl. Water Con. Fee
Meter Fee
SDCWA Fee
CFD Payoff Fee
PFF
PFF (CFD Fund)
License Tax
License Tax (CFD Fund)
Traffic Impact Fee
Traffic Impact (CFD Fund) PLUMBING TOTAL ELECTRICAL TOTAL
MECHANICAL TOTAL
Master Drainage Fee
Sewer Fee
Redev Parking Fee Additional Fees
TOTAL PERMIT FEES
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00 $0.00
$0.00
$77.00
$210.00
$55.00
$0.00
$0.00
$0.00
$0.00
$4,994.78
$3,296.20
Total Fees: $4,994.78 Total Payments To Date: $699.91 Balance Due: $4,294.87
'3;"
rotest them, you must
You are hereby FURTHER NOTIFIED that your right to protest the specified feeslexactions DOES NOT APPLY to water and sewer connection fees and capacity
cessing or service fees in connection with this project. NOR DOES IT APPLY to any
4 1
PERMIT APPLICATION
CITY OF CARLSBAD BUILDING DEPARTMENT
1635 Faraday Ave., Carlsbad, CA 92008
FOR OFFICE USE ONLY
PLAN CHECK NO.Ci3D3 135%
EST. VAL. pI/v~
Plan Ck. Deposit 6 ? 9 3l-
Validated y 3k
Date-&!& /a
Business Name (at this address) 1 Address (include BldglSuite #)
Legal Description
Assessor's Parcel #
Total # of units Phase No.
72-08 s5
Lot No. Subdivision NamelNurnber Unit No.
TAI % #4
*. -a=/. 2-6 -3s SHEL L m . EarAl L- %rnInL.
2 #of Stories # of &drooms # of Bathrooms SO. FT.
Y- (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law
[Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he 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 [$5001).
Name Address City
State License # 7 9 (0 7q License Class 0
Designer Name Address City Statelzip Telephone
5WY r (9 271 'I (7 4 -7% Statelzip Telehone ik goC145CLL- r/? *LYE no f LI7S4 5 G4540M
City Business License # /2(&g 1
State License # I ti. WORKERS' COMPENSATION
Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations:
0 of the work for which this permit is issued.
0 issued. My worker's compensation insurance carrier and policy number are:
Insurance Compaiy
(THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS I$1001 OR LESS)
0 to become subject to the Workers' Compensation Laws of California.
I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance
I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit IS
Policy No. / 75 -+-6G; 4 -03
CERTIFICATE OF EXEMPTION: 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
Expiration Date I 2 - / - 7
shall subject an employer to criminal penalties and civil fines up to one hundred
provided for in Section 3706 of the Labor code, interest and attorney's fees.
DATE
7. OWNER-BUILDER DECLARATION
I hereby affirm that I am exempt from the Contractor's License Law for the following reason:
0 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 Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such 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 did not build or improve for the purpose of sale).
0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The
Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law).
0
1.
2.
3.
I am exempt under Section
I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES
I (have I have not) signed an application for a building permit for the proposed work
I have contracted with the following person (firm) to provide the proposed construction (include name I address I phone number l contractors license number):
Business and Professions Code for this reason:
ON0
4. number I contractors license number):
5.
I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name I address I phone
I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name I address I phone number I type
of work):
PROPERTY OWNER SIGNATURE DATE
COMPLER THIS SECTION FOR NON-RES/DlWTlAL BUILDING PERMITS ONLY
Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention
program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES 0 NO
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district?
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site?
0 YES 0 NO
0 YES 0 NO
IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT.
CC"TRUCR0N LENDING AGENCY
by affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code).
LENDER'S NAME LENDER'S ADDRESS
APPLICANT CERTIFICATION
I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned
property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES,
JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.
OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height.
EXPIRATION. Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work
authorized by such permit IS not commenced within 180 days from the date of such permit or if the buildinq or work authorized by such permit is suspended or abandoned
at any time after the work is
APPLICANT'S SIGNATUR DATE
106.4.4 Uniform Building Code).
YELLOW: Applicant PINK: Finance
1 -
PERMIT APPLICATION
CITY OF CARLSBAD BUILDING DEPARTMENT
1635 Faraday Ave., Carlsbad, CA 92008
Assessor's Parcel # Existing Use Proposed Use
FOR OFFICE USE ONLY
PLAN CHECK NO.
EST. VAL.
Plan Ck. Deposit
Validated By
Date
Description of Work sa. FT. #of Stories # of Bedrooms # of Bathrooms
Name Address City Statelzip Telephone #
exemption. Any violation of Section 7031.5 by any applicant for e permit subjects the applicant to a civil penalty of not more than five hundred dollars I55001).
Name Address City StateKip Telephone #
State License # License Class City Business License #
Designer Name Address City StateJZip Telephone
State License #
0 of the work for which this permit is issued.
c] issued. My worker's compensation insurance carrier and policy number are:
Insurance Company Policy No. Expiration Date
0 CERTIFICATE OF EXEMPTION: 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 es
to become subject to the Workers' Compensation Laws of California.
WARNINQ: F.lm to secure workm' cornpansation cowraga Is unlawful. and Jldl Haject m etnpbyef to crimind pendtiea and civil fines up to one hundrad thwd d0Y.n ($100.000). In addition to the coat of compe~atiOn. damanen aa prodded for In Section 3708 of the Labor code. interest and attomefa fees.
SIGNATURE DATE
I hereby effirm that I am exempt from the Contractor's License Law for the following reason:
0 1, 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 Contractor's License Law does not apply to an owner of property who builds or improves theraon, and who does
such work himself or through his own employees, provided that such 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 did not build or improve for the purpose of sale).
0 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The
Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Lew).
0
1.
2.
3.
I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance
I have end will maintein workers' compensation, as required by Section 3700 of the Labor Coda, for the performance of the work for which this permit is
(THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$1001 OR LESS)
I am exempt under Section
I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ON0
I (have I have not) signed an application for a building permit for the proposed work.
I have contracted with the following person (firm) to provide the proposed construction (include name I address / phone number / contractors license number):
Business and Professions Code fw this reason:
~~
4. number I contractors license number):
5. of work):
PROPERTY OWNER SIGNATURE DATE
I plan to provide portions of the work, but I have hired the following person to coordinate, supervise end provide the major work (include name I address I phone
I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name I address I phone number I type
program under Sections 26606, 25633 or 26534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES 0 NO
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district?
Is the facility to be constructed within 1.000 feat of the aurar boundary of a school site? 0 YES 0 NO
IF ANY OF THE ANSWERS ARE YES. A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT.
0 YES 0 NO
I certify that I have read the application and state that the above information is correct and that the information on the plans IS accurate. I agree to comply with all
City ordinances and State laws relating to building construction. I hereby authorize representatives of the Cit) of Carlsbad to enter upon the above mentioned
propefty for inspection purposes. 1 ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES,
JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.
OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height.
EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work
authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned
at any time after the work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code).
APPLICA iT'S SIGNATURE DATE
WHITE: File YELLOW: Applicant PINK: Finance
Inspection List
~
Permit#: CB031358 Type: TI COMM TALBOTS 6037 SF TI
SHELL TO RETAIL
Date Inspection Item Inspector Act Comments
0311 812004 29
0311 812004 29
0311 812004 39
0311 812004 39
0311 812004 49
0311 812004 49
0311 712004 19
0311 712004 89
0311 612004 89
0311 612004 89
03/08/2004 39
03/08/2004 39
03/05/2004 39
03/05/2004 39
03/03/2004 29
02/23/2004 84
02/20/2004 84
02/18/2004 24
02/18/2004 29
02/13/2004 14
0211 312004 16
0211 1 I2004 16
02/04/2004 17
01 /30/2004 34
01 /29/2004 17
01/29/2004 44
01 /28/2004 14
0 1 /28/2004 1 7
01/28/2004 44
01/21/2004 14
01/21/2004 16
01 12 1 I2004 24
01/21/2004 34
01/21/2004 44
01 I1 612004 14
01 I1 612004 34
0111 512004 11
01 /09/2004 14
01/09/2004 21
0 1 /07/2004 1 7
Final Plumbing
Final Plumbing
Final Electrical
Final Electrical
Final Mechanical
Final Mechanical
Final Structural
Final Combo
Final Combo
Final Combo
Final Electrical
Final Electrical
Final Electrical
Final Electrical
Final Plumbing
Rough Combo
Rough Combo
Roughmopout
Final Plumbing
FramelSteeVBoltingMIeldin
Insulation
Insulation
Interior LathIDrywall
Rough Electric
Interior Lath/Drywall
Roug h/Ducts/Dampers
FramelSteeVBoltingMIeldin
Interior LathIDrywall
RoughIDuctslDampers
Frame/SteeVBoltingNVeldin
Insulation
Rough/Topout
Rough Electric
Roug h/Ducts/Dampers
FramelSteeVBoltingMIeldin
Rough Electric
FtgIFoundationlPiers
FramelSteeVBoltingNVeldin
UndergroundIUnder Floor
Interior Lath/Drywall
PY
PY
PY
PY
PY
PS
PS
PS
PS
TP
PS
PS
PS
PS
PS
PS
PS
PS
PS
PS
PS
PS
PS
PS
PS
PS
PS
PS
PS
PS
PS
PS
PS
AP
RI
RI
AP
AP
RI
PA
RI
RI
NR
RI
CA
RI
CA
NR
AP
CA
NR
NR
NR
AP
CA
AP
PA
AP
co
PA
PA
PA
AP
wc
AP
AP
AP
NR
AP
AP
PA
AP
PA
NO SUITE NUMBER
T-BAR
T-BAR
BY GLEN
CEILING
WALLS
WALLS
WALLS
EMR
PATCH BACK
PERM WALLS
D.W. BEHIND FUR WALL
Friday, March 19, 2004 Page 1 of 1
City of Carlsbad Bldg Inspection Request
For: 03/18/2004
Permit# CB031358
Title: TALBOTS 6037 SF TI
Description: SHELL TO RETAIL
Type: TI Sub Type: COMM
Job Address: 1925 CALLE BARCELONA
Suite: 166 Lot 0
Location:
APPLICANT HEATHER KENNEDY
Owner:
Remarks:
Total Time:
Inspector Assignment: PS
Phone: 6024183727
Inspector:
Requested By: GLEN
Entered By: CHRISTINE
CD DescriDtion Act Comment
29 Final Plumbing
39 Final Electrical
49 Final Mechanical I
+ Associated PCRsKVs
InsDection Historv
Date Description Act lnsp Comments
0311 6/2004 89 Final Combo NR PY NO SUITE NUMBER
03/08/2004 39 Final Electrical CA PS
03/05/2004 39 Final Electrical CA PS
03/03/2004 29 Final Plumbing NR PS
02/20/2004 84 Rough Combo CA TP
02/18/2004 24 RougNTopout NR PS
02/18/2004 29 Final Plumbing NR PS
02/13/2004 14 Frame/SteeVBoltinq/Welding NR PS T-BAR
02/13/2004 16 Insulation AP PS
02/11/2004 16 Insulation CA PS BYGLEN
02/04/2004 17 Interior LathlDlywall AP PS
01/30/2004 34 Rough Electric PA PS CEILING
01/29/2004 17 Interior LatNDrywall AP PS
01/28/2004 14 Frame/Steel/BoltingiWelding PA PS
01/28/2004 17 Interior LatNDrywall PA PS
01/28/2004 44 Rough/Ducts/Dampers PA PS
01/21/2004 14 Frame/SteeVBoltingNelding AP PS WALLS
02/23/2004 84 Rough Combo AP PS T-BAR
01/29/2004 44 RoughlDuctdDampers co PS
I .
City of Carlsbad Bldg Inspection Request
For: 01/16/2004
Permit# CB031358
Title: TALBOTS 6037 SF TI
Description: SHELL TO RETAIL
Type: TI Sub Type: COMM
Job Address: 1925 CALLE BARCELONA
Suite: 166 Lot 0
Location:
APPLICANT HEATHER KENNEDY
Owner:
Remarks:
Inspector Assignment: PS
Phone: 60241 83727
Inspector: w
Total Time: Requested By: GLEN
CD Description
Entered By: CHRISTINE
Act Comment
14 Frame/SteeVBoltinglWelding ~ &a
34 Rough Electric
Associated PCRs/CVs
Inspection History
Date Description Act lnsp Comments
01/09/2004 14 Frame/Steel/BoltingNVelding PA PS PERM WALLS
01/09/2004 21 Underground/Under Floor AP PS
01/07/2004 17 Interior Lath/Drywall PA PS D.W. BEHIND FUR WALL
City of Carlsbad Bldg Inspection Request
For: 0 1 /07/2004
Permit# CB031358 Inspector Assignment:
Title: TALBOTS 6037 SF TI
Description: SHELL TO RETAIL
Type: TI Sub Type: COMM
Job Address: 1925 CALLE BARCELONA
Suite: 166 Lot 0
Location:
APPLICANT HEATHER KENNEDY
Owner:
Remarks:
Phone: 60241 83727
Inspector: 75
Total Time: Requested By: GLEN
CD Description
Entered By: CHRISTINE
Act Comment - 17 Interior Lath/Drywall
Associated PCRs/CVs
Date
Inspection History
Act lnsp Commen s' I' Description
CITY OF CARLSBAD NOTICE (760) 602-2700
BUILDING DEPARTMENT 1635 FARADAY AVENUE
ECTION CALL (760) 602-2725. RE-INSPECTION FEE DUE? 0 YES
PHONE
@ CODE ENFORCEMENT OFFICER
EsGil Corporation
In partnership with Government for @uiraing Safety
DATE: 12/2/03 0 APPLICANT
JURISDICTION: City of Carlsbad
PLAN CHECK NO.: 03-1358 SET: 111
PROJECT ADDRESS: 1925 Calle Barcelona Suite 166
PROJECT NAME: Talbot’s - TI
a
0 PLAN REVIEWER
0 FILE
w
0
I7
0
0
w
w
The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction’s building codes.
The plans transmitted herewith will substantially comply with the jurisdiction’s building codes
when minor deficiencies identified below are resolved and checked by building department staff.
The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
The applicant’s copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
The applicant’s copy of the check list has been sent to:
Esgil Corporation staff did not advise the applicant that the plan check has been completed.
Esgil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted: Telephone #:
Date contacted: (by: 1
Mail Telephone Fax In Person
Fax #:
@ (0
REMARKS: Applicant to slip sheet the revised sheets M2.1, El .I and El .3 to the City
held set II.
By: Doug Moody Enclosures:
Esgil Corporation
GA MB EJ PC 11/21/03 trnsrntl.dot
9320 Chesapeake Drive, Suite 208 San Diego, California 92123 (858) 560-1468 Fax (858) 560-1576
.
EsGil Corporation
In Partnersfiip witfi Government for Building Safety
DATE: 11/19/03
JURISDICTION: City of Carlsbad
PLAN CHECK NO.: 03-1358 SET: I1
PROJECT ADDRESS: 1925 Calle Barcelona Suite 166
0 PLAN REVIEWER
0 FILE
,
PROJECT NAME: Talbot’s - TI
0 The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction’s building codes.
0 The plans transmitted herewith will substantially comply with the jurisdiction’s building codes
when minor deficiencies identified below are resolved and checked by building department staff.
0 The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
(7 The applicant’s copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
The applicant’s copy of the check list has been sent to:
Heather Kennedy
One Talbots Drive, Hingham, MA 02043
0 Esgil Corporation staff did not advise the applicant that the plan check has been completed.
Esgil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted: Heather Kennedy
Date contacted: I ( I I 9 /b3 (by: @fl
Mail Jelephone Fax‘ In Person
Telephone #: 781 -741 -7583
Fax #: 781-741-7171
REMARKS:
By: Doug Moody Enclosures:
Esgil Corporation 0 GA 0 MB EJ 0 PC 11/10/03 tmsmtl.dot
9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 Fax (858) 560-1576
City of Carlsbad 03-1358
111 19/03
RECHECK PLAN CORRECTION LIST
JURISDICTION: City of Carlsbad PLAN CHECK NO.: 03-1358
PROJECT ADDRESS: 1925 Calle Barcelona Suite 166 SET: I1
DATE PLAN RECEIVED BY
ESGIL CORPORATION: 11/10/03 11/19/03
REVIEWED BY: Doug Moody
DATE RECHECK COMPLETED:
FOREWORD (PLEASE READ):
This plan review is limited to the technical requirements contained in the Uniform Building Code,
Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws
regulating energy conservation, noise attenuation and disabled access. This plan review is
based on regulations enforced by the Building Department. You may have other corrections
based on laws and ordinances enforced by the Planning Department, Engineering Department
or other departments.
The following items listed need clarification, modification or change. All items must be satisfied
before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3,
1997 Uniform Building Code, the approval of the plans does not permit the violation of any
state, county or city law.
A. Please make all corrections on the original tracings and submit three new sets of prints to:
ESGIL CORPORATION.
B. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon
which each correction on this sheet has been made and return this sheet with the
revised plans.
C. The following items have not been resolved from the previous plan reviews. The original
correction number has been given for your reference. In case you did not keep a copy of
the prior correction list, we have enclosed those pages containing the outstanding
corrections. Please contact me if you have any questions regarding these items.
D. Please indicate here if any changes have been made to the plans that are not a result of
corrections from this list. If there are other changes, please briefly describe them and where
they are located on the plans. Have changes been made not resulting from this list?
OYes ONo
c
City of Carlsbad 03-1358
11/ 19/03
Please make all corrections on the original tracings, as requested in the correction
list. Submit three sets of plans for commercial/industriaI projects (two sets of plans
for residential projects). For expeditious processing, corrected sets can be
submitted in one of two ways:
I. Deliver all corrected sets of plans and calculations/reports directly to the City of
Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760)
602-2700. The City will route the plans to EsGil Corporation and the Carlsbad
Planning, Engineering and Fire Departments.
2. Bring one corrected set of plans and calculations/reports to EsGil Corporation,
9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468.
Deliver all remaining sets of plans and calculations/reports directly to the City of
Carlsbad Building Department for routing to their Planning, Engineering and Fire
Departments.
2.
3.
4.
8.
NOTE: Plans that are submitted directly to EsGil Corporation only will not be
reviewed by the City Planning, Engineering and Fire Departments until review by
EsGil Corporation is complete.
Please provide plans and calculations signed by the California State ken-sed
engineer or architect for the structural support of the 2450# rooftop air handler
unit. Include all calculations and finding on the plans. Please include the
California license number, seal, date of license expiration and date plans are
signed. Business and Professions Code. Please provide the permit number of
the permit for the installation of the HVAC equipment. Please provide copy
of the structural design showing the roof adequate for the equipment.
_. - -
Indicate the location on the plans of the approved fixture to receive the main
condensate discharge from air conditioning units. (UMC Section 309). The floor
drain is not an approved receptor, please revise the plans.
Please clarify the gas line diagram to show the total developed length, service
pressure, if medium pressure please detail the location of the approved pressure
regulators preceded by an approved valve with the regulator vented to the
exterior. Please provide the total developed length the gas line sizes appear
undersized.
Please revise the single line diagram to show the electrical panel to comply with
section 384-1 5 of the I999 NEC. Please provide panel schedules for both
sections, showing compliance with the maximum 42 circuits per section.
EsGil Corporation
In Partnership with Government for @uil&ng Safety
DATE: 5/22/03
JURISDICTION: City of Carlsbad
PLAN CHECK NO.: 03-1358 SET: I
PROJECT ADDRESS: 1925 Calle Barcelona Suite 166
PROJECT NAME: Talbot’s - TI
0 APPLGANT
OP WEVIEWER
0 FILE
u The plans transmitted herewith have been corrected where necessary and substantially comply
0 The plans transmitted herewith will substantially comply with the jurisdiction’s building codes
with the jurisdiction’s building codes.
when minor deficiencies identified below are resolved and checked by building department staff.
0 The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
0 The applicant‘s copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
@ The applicant’s copy of the check list has been sent to:
Heather Kennedy
One Talbots Drive, Hingham, MA 02043
0 Esgil Corporation staff did not advise the applicant that the plan check has been completed.
Esgil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted: Heather Kennedy Telephone #: 781-749-7600
Date contacted: r/G-+(by: I=- ) Fax #: 781-741-7171
Mail /Telephone- Fax In Person u REMARKS:
By: Doug Moody Enclosures:
Esgil Corporation
GA 0 MB 0 EJ 0 PC 5/12/03 tmsmtl.dot
9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576
City of Carlsbad 03-1358
5/22/03
PLAN REVIEW CORRECTION LIST
TENANT IMPROVEMENTS
PLAN CHECK NO.: 03-1358
OCCUPANCY: M USE: Retail
TYPE OF CONSTRUCTION: VN ACTUAL AREA: 5842 sf
ALLOWABLE FLOOR AREA: STORIES: 1
JURISDICTION: City of Carlsbad
HEIGHT:
SPRINKLERS?: YES OCCUPANT LOAD: 162
REMARKS:
DATE PLANS RECEIVED BY
J U RI SD I CTI ON: 5/8/03 ESGIL CORPORATION: 5/12/03
DATE PLANS RECEIVED BY
DATE INITIAL PLAN REVIEW
COMPLETED: 5/22/03
PLAN REVIEWER: Doug Moody
FOREWORD (PLEASE READ):
This plan review is limited to the technical requirements contained in the Uniform Building Code,
Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws
regulating energy conservation, noise attenuation and access for the disabled. This plan review
is based on regulations enforced by the Building Department. You may have other corrections
based on laws and ordinances enforced by the Planning Department, Engineering Department,
Fire Department or other departments. Clearance from those departments may be required
prior to the issuance of a building permit.
Code sections cited are based on the 1997 UBC.
The following items listed need clarification, modification or change. All items must be satisfied
before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3,
1997 Uniform Building Code, the approval of the plans does not permit the violation of any
state, county or city law.
To speed up the recheck process, please note on this list (or a COPY) where each
correction item has been addressed, Le., plan sheet number, specification section, etc.
Be sure to enclose the marked up list when you submit the revised plans.
TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1997UBC) tiforw.dot
,
City of Carlsbad 03-1358
5/22/03
Please make all corrections on the original tracings, as requested in the correction
list. Submit three sets of plans for commercial/industrial projects (two sets of plans
for residential projects). For expeditious processing, corrected sets can be
submitted in one of two ways:
1. Deliver all corrected sets of plans and calculations/reports directly to the City of
Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760)
602-2700. The City will route the plans to EsGil Corporation and the Carlsbad
Planning, Engineering and Fire Departments.
2. Bring one corrected set of plans and calculations/reports to EsGil Corporation,
9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468.
Deliver all remaining sets of plans and calculations/reports directly to the City of
Carlsbad Building Department for routing to their Planning, Engineering and Fire
Departments.
NOTE: Plans that are submitted directly to EsGil Corporation only will not be
reviewed by the City Planning, Engineering and Fire Departments until review by
EsGil Corporation is complete.
1. Provide a statement on the Title Sheet of the plans stating that this project shall
comply with the 2001 edition of the California Building Code (Title 24), which
adopts the 1997 UBC, 2000 UMC, 2000 UPC and the 1999 NEC.
2. Please provide plans and calculations signed by the California State licensed
engineer or architect for the structural support of the 2450# rooftop air handler
unit. Include all calculations and finding on the plans. Please include the
California license number, seal, date of license expiration and date plans are
signed. Business and Professions Code.
3. Indicate the location on the plans of the approved fixture to receive the main
condensate discharge from air conditioning units. (UMC Section 309)
4. Please clarify the gas line diagram to show the total developed length, service
pressure, if medium pressure please detail the location of the approved pressure
regulators preceded by an approved valve with the regulator vented to the
exterior.
5. Please attach the City of Carlsbad Policies and Procedures for Roof Mounted
Equipment to the plans.
6. Please indicate the location of the ladder access to roof mounted HVAC
equipment.
7. Please note on the plans “AC Cable is not allowed in A, 8, E, H, and I
occupancies. NM cable is restricted (without City approval) to one and two
family dwellings. Note on plans that an equipment ground conductor is to be
installed in all flexible conduits”.
City of Carlsbad 03-1358
5/22/03
8. Please revise the single line diagram to show the electrical panel to comply with
section 384-15 of the I999 NEC.
To speed up the review process, note on this list (or a copy) where each
correction item has been addressed, i.e., plan sheet, note or detail number,
calculation page, etc.
Please indicate here if any changes have been made to the plans that are not a
result of corrections from this list. If there are other changes, please briefly
describe them and where they are located in the plans.
Have changes been made to the plans not resulting from this correction list?
Please indicate:
Yes 0 No 0
The jurisdiction has contracted with Esgil Corporation located at 9320
Chesapeake Drive, Suite 208, San Diego, California 921 23; telephone number of
8581560-1468, to perform the plan review for your project. If you have any
questions regarding these plan review items, please contact Doug Moody at
Esgil Corporation. Thank you.
City of Carlsbad 03-1358
5/ 22 / 03
VALUATION AND PLAN CHECK FEE
JURISDICTION: City of Carlsbad PLAN CHECK NO.: 03-1358
PREPARED BY: Doug Moody DATE: 5/22/03
BUILDING ADDRESS: 1925 Calle Barcelona Suite 166
BUILDING OCCUPANCY: M TYPE OF CONSTRUCTION: VN
Jurisdiction Code lcb By Ordinance
~ . ~~~ .-. $799.121
- . . ... .. 1994 UBC Building Permit Fee
$519.43 1994 UBC Plan Check Fee
3 -~-q . . .~ ~~ .. .
... .~_~ ~
Type of Review: Complete Review Structural Only
-- - Repetitive Fee il Repeats
0 Other
Hourly I 1 Hour *
Esgil Plan Review Fee 0
Comments:
Sheet 1 of 1
rnacvalue.doc
,
PLANNINGlENGlNEERING APPROVALS
PERMIT NUMBER CB 03/3?7. DATE
.% CARLSBAD COMPANY STORES
VILLAGE FAIRE
3
3% COMPLETE OFFICE BUILDING’
PLANNER DAW
DoQIMlsformYPlannlng Engfneering A~provals
PLANNING DEPARTMENT
BUILDING PLAN CHECK REVIEW CHECKLIST
Plan Check No. CB Address
Planner __ Grea Fisher Phone (760) 602-4629
Type of Pry;s-'p Use: Project Density: DU AC
Zoning: Facilities Management Zone: $>
CFD (in/out) #-Date of participation:
APN: cT"-(3/2 yJ--
Remaining net dev acres:
Circle One (For non-residential development: Type of land used created by thrs
permit: !
Leaend: Item Complete 0 Item Incomplete - Needs your action
TYPE Environmental Review Required:
DATE OF COMPLETION:
Compliance with conditions of approval? If not, state conditions which require action.
Conditions of Approval:
Discretionary Action Required: YES -
APPROVAL/RESO. NO. DATE
PROJECT NO.
OTHER RELATED CASES:
Compliance with conditions or approval? If not, state conditions which require action.
Conditions of Approval:
YES - NO -
TYPE NO -
Coastal Zone AssessmentlCompliance
Project site located in Coastal Zone? YESK NO-
CA Coastal Commission Authority? YES - NO2
If California Coastal Commission Authority: Contact them at - 7575 Metrgpolitan Drive, Suite
103, San Diego CA 92108-4402; (61 9)
Determine status (Coastal Permit Required
Coastal Permit Determination Form already cweted? Y ESL NO -
If NO, complete Coastal Permit Determination Form now
Coastal Permit Determination Log #:
Follow-Up Actions:
1)
2)
lnclusionary Housing Fee required:
Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans).
Complete Coastal Permit Determination Log as needed.
(Effective date of lnclusionary
Data Entry Completed? YES - NO - (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing
Y/N, Enter Fee, UPDATE!)
H:\ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01
000
OD0
000
ODD
cloo
OOD
unu
OOCI
Site Plan:
1. Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines,
easements, existing and proposed structures, streets, existing street improvements, right-
of-way width, dimensional setbacks and existing topographical lines (including all side and
rear yard slopes).
2. Provide legal description of property and assessor's parcel number.
4
Policy 44 - Neighborhood Architectural Design Guidelines
1. Applicability: YES NO
2. Project complies YES NO
Zoning:
1. Setbacks: .
Front
Interior Side:
Required Shown
Required Shown
Street Side: Required Shown
Rear: Required Shown
Top of slope: Required Shown
2. Accessory structure setbacks:
Front: Required Shown
Interior Side:
Street Side:
Required Shown
Required Shown
Rear: Required Shown
Structure separation: Required Shown
3. Lot Coverage: Required Shown ,
4. Height: Required Shown
5. Parking: Spaces Required Shown.
Residential Guest Spaces Required Shown
(breakdown by uses for commercial and industrial projects required)
OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER
H:\ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01
031 358 Carlsbad Fire Department
1635 Faraday Ave.
Carlsbad, CA 92008
Fire Prevention
(760) 602-4660
Plan Review Requirements Category: Building Plan
Date of Report: 12/09/2003 Reviewed by:
I Name: Heather Kennedy
Address: One Talbots Dr.
City, State: Hingham MA 02043
Job #: 031358 Plan Checker:
Job Name: Talbots Bldg #: CB031358
Job Address: 1925 Calle Barcelona Ste. or Bldg. No. 166
Approved The item you have submitted for review has been approved. The approval is
based on plans, information and / or specifications provided in your submittal;
therefore any changes to these items after this date, including field
modifications, must be reviewed by this office to insure continued conformance
with applicable codes and standards. Please review carefully all comments
attached as failure to comply with instructions in this report can result in
suspension of permit to construct or install improvements.
0 Approved
Subject to
The item you have submitted for review has been approved subject to the
attached conditions. The approval is based on plans, information and/or
specifications provided in your submittal. Please review carefully all comments
attached, as failure to comply with instructions in this report can result in
suspension of permit to construct or install improvements. Please resubmit to
this office the necessary plans and / or specifications required to indicate
compliance with applicable codes and standards.
0 Incomplete The item you have submitted for review is incomplete. At this time, this office
cannot adequately conduct a review to determine compliance with the
applicable codes and / or standards. Please review carefully all comments
attached. Please resubmit the necessary plans and / or specifications to this
office for review and approval.
Review 1 st 2nd 3 rd Other Agency ID
FD Job # 031358 .FD File #
Garlsbad Fire Department 031 358
1635 Faraday Ave. Fire Prevention
Carlsbad, CA 92008 (760) 602-4660
Plan Review Requirements Category: Building Plan
Date of Report: 12/01/2003 Reviewed by:
Name: Heather Kennedy
Plan Checker:
Address: One Talbots Dr.
City, State: Hingham MA 02043
Job #: 031 358
Job Name: Talbots Bldg #: CB031358
Job Address: 1925 Calle Barcelona Ste. or Bldg. No. 166
Approved The item you have submitted for review has been approved. The approval is
based on plans, information and / or specifications provided in your submittal;
therefore any changes to these items after this date, including field
modifications, must be reviewed by this office to insure continued conformance
with applicable codes and standards. Please review carefully all comments
attached as failure to comply with instructions in this report can result in
suspension of permit to construct or install improvements.
0 Approved
Subject to
The item you have submitted for review has been approved subject to the
attached conditions. The approval is based on plans, information and/or
specifications provided in your submittal. Please review carefully all comments
attached, as failure to comply with instructions in this report can result in
suspension of permit to construct or install improvements. Please resubmit to
this office the necessary plans and / or specifications required to indicate
compliance with applicable codes and standards.
Incomplete The item you have submitted for review is incomplete. At this time, this office
cannot adequately conduct a review to determine compliance with the
applicable codes and / or standards. Please review carefully all comments
attached. Please resubmit the necessary plans and / or specifications to this
office for review and approval.
Review 1 st 2nd 3rd Other Agency ID
FD Job # 031358 FD File #
Requirevents Category: Building Plan
I Requirement: Pending 05.1 1 Knox Box
Knox Box required when access to or within a structure or an area is unduly difficult because of
secured openings or where immediate access is necessary for life saving or fire-fighting purposes.
The Fire Department will determine the location for the key box and provide an authorized order
form.
KNOX BOX SHALL BE RELOCATED TO AN AREA EITHER LEFT OR RIGHT (PREFRRED) OF
MISSES ENTRY DOORS.
~
Requirement: Pending 05.16 A/S Design
Sprinkler system design shall be in accordance with standards set forth by the National Fire
Protection Association and UBC Standards 38-1 and 38-2. Permits are required prior to installation.
Plans, specifications and calculations shall be certified by a licensed fire protection engineer or other
person deemed competent by the Chief, and submitted in the name of a licensed sprinkler
contractor.
Warehouse buildings for which no specific use, occupant, product, activity or storage array has been
identified, shall be protected by sprinkler system designed to deliver water at the rate of .45 gallons
per square foot, throughout a 3000 square foot design area.
AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE SUBMITTED UNDER SEPERATE COVER.
Requirement: Pending 05.22 Exit Door Hardware
Exit doors shall be openable from the inside without the use of a key or any special knowledge or
effort.
Exception: In group B occupancies, key locking hardware may be used on the Main Exit when the
main exit consists of a single door or pair of doors if there is a readily visible, durable sign on or
adjacent to the door stating, "This door to remain unlocked during business hours."
For State Fire Marshal, sign shall read, "This door to remain unlocked whenever the building is
occupied ."
See item 32 for additional exit door hardware requirements.
FOR DOORS 1 AND 2, FLUSH BOLTS ON LEAFS SHALL NOT BE PERMITTED
Page 1 1 210 1 I03
RFquirements Category: Building Plan
Requirement: Pending 05.25 Exit Signs
Section 101 3.1 Where Required. When two or more exits from a story are required by Section
1013.4, exit signs shall be installed at stair enclosure doors, horizontal exits and other required exits
from the story. When two or more exits are required from a room or area, exit signs shall be
installed at the required exits from the room or area and where otherwise necessary to clearly
indicate the direction of egress.
need not be signed when approved by the building official.
EXCEPTIONS: 1. Main exterior exit doors which obviously and clearly are identifiable as exits
2. Group R, Division 3, and individual units of Group R, Division 1 Occupancies.
3. Exits from rooms or areas with an occupant load of less than 50 when located within a Group
I, Division 1.1, 1.2 or 2 occupancy or a Group E, Division 3 Day-care occupancy.
Illumination: Signs shall be internally or externally illuminated by two electric lamps or shall be of an
approved self-luminous type.
Power Supply: Current supply to one of the lamps for exit signs shall be provided by the premises'
wiring system. Power to the other lamp shall be from storage batteries or an on-site generator set.
EXITS SIGNS SHALL BE REQUIRED TO BE PLACED WITHIN THE FITTING ROOM AREA
DIRECTING PERSONS TO THE EXITS.
ADD EXIT LIGHT OUTSIDE OF FITTING ROOM NEAR TRANISTION SIGN ARROWED
TOWARDS BOTH EXITS.
I Requirement: Pending 05.29 High Piled Combustible Storage
Storage in closely packed piles shall not exceed 15 feet in height, 12 feet on pallets or in racks and 6
feet for tires, plastics and some flammable liquids. If high piled stock piling is to be done, submit a
complete storage plan and description of the commodoties to be stored. Show compliance with
Article 81 of the Uniform Fire Code.
STORAGE SHELVlNG/RACK PLANS SHALL BE SUBMITTED UNDER SEPERATE COVER WITH
SEISMIC CALCULATIONS BY A REGISTERED PROFESSIONAL ENGINEER AND INCLUDE
DETAILS WITH ELEVATIONS. THESE PLANS SHALL BE SUBJECT TO THE REQUIREMENTS
OF CA FIRE CODE ARTICLE 81, AND UPON APPROVAL SHALL BE SUBJECT TO RENEWABLE
PERMITTING BY THIS OFFICE.
Requirement: Pending 05.32 Additional Requirements or Comments
The sheet referred to as FP 1.1 'Sprinkler Plan' itself shall not be considered a formal submittal for
Automatic Fire Sprinkler System. As a reference for architectural purposes only and conflict
avoidance CFD shall allow this sheet to remain. This however is not an approval of any proposed
Automatic Fire Sprinkler system.
Requirement: Pending 05.34 Smoke Fire Damper requirements
Provide information on the plans as to how the smoke fire dampers are to be activated. If they are to
be activated by single station smoke detectors provide the locations of the detectors on the electrical
plans. Also provide the state fire marshals listing sheet and the manufacturers cut sheets on the
detector.
I
Page 2 12/01/03
Carlsbad Fire Department 031 358
, 1635 Faraday Ave.
Plan Review Requirements Category: Building Plan
Date of Report: 05/16/2003 Reviewed by:
Fire Prevention
Carlsbad, CA 92008 (760) 602-4660
Name: Heather Kennedy
Address: One Talbots Dr.
City, State: Hingham MA 02043
Job #: 031358 Plan Checker:
Job Name: Talbots Bldg #: CB031358
Job Address: 1925 Calle Barcelona Ste. or Bldg. No. 166
0 Approved The item you have submitted for review has been approved. The approval is
based on plans, information and / or specifications provided in your submittal;
therefore any changes to these items after this date, including field
modifications, must be reviewed by this office to insure continued conformance
with applicable codes and standards. Please review carefully all comments
attached as failure to comply with instructions in this report can result in
suspension of permit to construct or install improvements.
0 Approved
Subject to
The item you have submitted for review has been approved subject to the
attached conditions. The approval is based on plans, information and/or
specifications provided in your submittal. Please review carefully all comments
attached, as failure to comply with instructions in this report can result in
suspension of permit to construct or install improvements. Please resubmit to
this office the necessary plans and / or specifications required to indicate
compliance with applicable codes and standards.
Incomplete The item you have submitted for review is incomplete. At this time, this office
cannot adequately conduct a review to determine compliance with the
applicable codes and / or standards. Please review carefully all comments
attached. Please resubmit the necessary plans and / or specifications to this
office for review and approval.
Review 1 st 2nd 3rd Other Agency ID
FD Job # 031358 FD File #
Requirements Category: Building Plan
I Requirement: Pending 05.1 1 Knox Box
Knox Box required when access to or within a structure or an area is unduly difficult because of
secured openings or where immediate access is necessary for life saving or fire-fighting purposes.
The Fire Department will determine the location for the key box and provide an authorized order
form.
Order form for this required item may be obtained from CFD - Fire Prevention Bureau at
760.602.4666.
Requirement: Pending 05.32 Additional Requirements or Comments
The sheet referred to as FP 1.1 'Sprinkler Plan' itself shall not be considered a formal submittal for
Automatic Fire Sprinkler System. As a reference for architectural purposes only and conflict
avoidance CFD shall allow this sheet to remain. This however is not an approval of any proposed
Automatic Fire Sprinkler system.
Requirement: Pending 05.34 Smoke Fire Damper requirements
Provide information on the plans as to how the smoke fire dampers are to be activated. If they are to
be activated by single station smoke detectors provide the locations of the detectors on the electrical
plans. Also provide the state fire marshals listing sheet and the manufacturers cut sheets on the
detector.
Page 1 05/16/03
Carlsbad Fire Department 03 1358
1635 Faraday Ave. Fire Prevention
a Carlsbad, CA 92008 (760) 602-4660
Plan Review Requirements Category: High Piled Combustible Stopgg
Date of Report: 12/16/2003 Reviewed by:
Name: Heather Kennedy I
Address: One Talbots Dr.
City, State: Hingham MA 02043
Job#: 031358 Plan Checker:
Job Name: Tal bots Bldq #: CB031358
Job Address: 1925 Calle Barcelona Ste. or Bldg. No. 166
Approved The item you have submitted for review has been approved. The approval is
based on plans, information and / or specifications provided in your submittal;
therefore any changes to these items after this date, including field
modifications, must be reviewed by this office to insure continued conformance
with applicable codes and standards. Please review carefully all comments
attached as failure to comply with instructions in this report can result in
suspension of permit to construct or install improvements.
Approved
Subject to
The item you have submitted for review has been approved subject to the
attached conditions. The approval is based on plans, information and/or
specifications provided in your submittal. Please review carefully all comments
attached, as failure to comply with instructions in this report can result in
suspension of permit to construct or install improvements. Please resubmit to
this office the necessary plans and / or specifications required to indicate
compliance with applicable codes and standards.
Incomplete The item you have submitted for review is incomplete. At this time, this office
cannot adequately conduct a review to determine compliance with the
applicable codes and / or standards. Please review carefully all comments
attached. Please resubmit the necessary plans and / or specifications to this
office for review and approval.
Review 1 st 2nd 3rd Other Agency ID
FD Job # 031358 FD File #
Requirements Category: High Piled Combustible Storage .'
Requirement: Pending 15.03 Provide the design criteria of sprinkler system
APPLICANT SHALL ENSURE THAT THE AUTOMATIC FIRE SPRINKLER SYSTEM WITHIN THIS
AREA IS MINIMALLY DESIGNED FOR ORDINARY HAZARD OCCUPANCY v. LIGHT HAZARD
FOUND IN OTHER AREAS.
Requiremen f: Pending 15.06 Dimension and location of transverse and longitudinal flue spaces
A MINIMAL LONGITUDINAL FLUE SPACE OF SIX (6) INCHES SHALL BE MAINTAINED
BETWEEN INDIVIDUAL RACKS.
PLEASE REVISE PLANS TO REFLECT THESE CHANGES.
Requirement: Pending 15.08 Obtain use permit from Fire Prevention
A RENEWABLE SPECIAL USE PERMIT SHALL BE REQUIRED TO BE OBTAINED FROM THIS
OFFICE PRIOR TO FINAL INSPECTION UPON APPROVAL OR DEMONSTRATED COMPLIANCE
WITH ADDITIONAL REQUIREMENTS.
Requirement: Pending 15.09 Usable storage height
Provide the usable storage height for each storage arrangement.
THERE SHALL BE NO PERMISSABLE STORAGE SHELVING OR RACKING WITHIN 18 INCHES
OF THE BOTTOM OF ANY FIRE SPRINKLER DEFLECTOR.
PLEASE REVISE PLANS TO REFLECT THIS CHANGE. I
Page 1 1211 6/03
.
GREG RILEY PROFESSIONAL ENGINEER
STRUCTURAL ENGINEERING CONSULTANTS, INC.
27200 TOURNEY ROAD SUITE 390 SANTA CLARITA CA 91355
T E L E : 6 6 1 .2 8 7.5 8 0 0 FAX : 6 6 1 .2 8 7.5 8 5 5 E -MAIL: grilevpe@,aol.com
WWW.STRUCTURALCONSULTI”.COM
Structural Engineering Calculations Prepared For:
Talbots
One Talbots Drive
Hingham, MA 02043
Project:
Talbots
The Forum at Carlsbad
1925 Calle Barcelona
Suite 166
Carlsbad, CA 92009
Engineer of Record:
Greg Riley P.E.
P.E. #C56052 (Exp 12.31.04)
Project Engineer:
Alex Chavarry
GR Job Number: 02-051
October 23,2003
4 k 5
n
.--.
b 'I
1
AwninP Analvsis
Wind Load:
Per 1620 P = Ce C, qs I,
Ce 0.62 C, =2.8
(70 mph, EXP. B)
qs =12.6psf I, =1.0
P = 22psf
Aluminum Tube Check
From the attached computer analysis
Check aluminum tube supports
Member #I (Compression)
Axial = 55 #
KL Check - r
Try 1 " square tube
A = 0.5 in2, r = 0.34 in, L = 36 in
Fa = 12.2 ksi (MSC Table)
Fa = 0.055kip = 0.11 hi 12.2 hi -----member is 0.k. 0.5inz
Member # 7 (Compression)
Axial = 73 #
Check r
Try I " square tube
A = 0.5 in2, r = 0.34 in, L = 42 in
>,.. ....._. C..l_ . . ,. . . . . .. . . ,. . . . . ..-- "___,,".. .. . ,. . , . . . . . .
. . -.
.L
Fa = 9.77 ksi (RSC Table)
F, = 0’073kip = 0. I5 ksi 9.77 hi -----member is o.k. 0Sin’
Member #I (Bending stress)
For 1 ” square tube, S = 0. I7 in3
L = 3.03
Load = (22psj(3ft) = 66 # /Ji
M= (0.066h~/ PWP)’ = 0.74 kp-, I = ,
8
Fb = - ‘’ (UBC Table 20-I-C)
FTy = 28 ksi, n,, = 1.65
Fb = 17 ksi
Fable 20-1-0)
2
kip-in
0.89kip. in
176i s, = = 0.0524 in3 0.17 in3 ---0. k.
. ..
..
w
I
-18.7
Loads LC 1, Wind Cars #I
ReaUh for LC 1. Wnd Cars fl
Reactton unm a; Ib and IbR I
The Structural Engineering .I.
Greg Riley
I
March 27,2002
Aming.Rd i
-57.5
Greg Riley
Loads: LC 2. Wmd Csa *2 Rnub tor LC 2, Wind tow *2
Reaction units are Ib and IM
3:42 PM
Awning.Rd
The Structural Engineering . . I March 27,2002
Company Designer : Greg Riley Job Number : Checked By:
: The Structural Engineering Consultants
Member Data
Shape/ Material Phys End Reieases EndOffsea Inactive
Member Label I Joint J Joint Rotate Section Set Memb I-End J-End I-End J-End Code Length
Joint Coordinates
Joint Label X Coordinate Y Coordinate Joint Temperature
N3 I 1 I 3 I 0 I
N5 I [I I 3 I 0 I
Boundary Conditions
Joint Label X Translabon Y Translabon Rotabon
Basic Load Case Data
Member Direct Distributed Loads, Category : WL, BLC f .- Wnd Case #I
Member Label Daecbon Start Magnitude End Magnitude Start Locatton End Locabon
RISA-2D Version 5.5 (\\Filesetver\shared\AutoCAD\Cad FilesE002 CAD\02-051\Awning.r2d] Page 1
Company Designer : Greg Riley Job Number :
: The Structural Engineering Consultants
Checked By:
Member Direct Distributed Loads, Category : WL, BLC 2 : Wind Case #2
Member Label Directton Start MagnRude End Magnrtude start LocatJon End Locabon
Load Combinations
Reactions, By Combination
LC Joint Label X Force Y Force Moment
Joint Displacements, By Combination
LC Joint Label X Translation Y Translation Rotation
Member Section Forces, By Combination
LC Member Label Secbon Axial Shear Moment
RISA-2D Version 5.5 [\\Fileserver\shared\AutoCAD\Cad FilesP002 CAD\02-051 \Awning.Rdj Page 2
Company Designer : Greg Riley Job Number :
: The Structural Engineering Consultants
Checked By:
Member Section Forces, By Combination, (continued)
LC Member Label Secbon Axial Shear Moment
,
Company Designer : Greg Riley Job Number : Checked By:
: The Structural Engineering Consultants
Member Section Forces, By Combination, (continued)
LC Member Label Section Axial Shear Moment
'2 72.869 ! .84 .23 '
131 72M9 I ,My -r-.- , . .-I
RISA-2D Version 5.5 [\\Fileserver\shared\AutoCAD\Cad FilesF002 CAD\02-051\Awning.Rd] Page 4
1
Storage Deck Design
Loads:
Dead Load = 10 psf
Live Load = 125 psf 16-A #I 8 “light ”
Total Load = 135 psf x - = 180 #/ft 16i%
121n
Joist Design:
Joist spaced @ 16 in. O.C.
For Lm= Sft
M-= =I 7,280 #-in
w= 180 #/ft
(180$/,)(8ft)’(12in)
8
Per attached CEMCO table for max. moment
6” deep x 16GA joist = 29,079 #-in > 17,280 #-in -----0.k.
For L = loft
(1 80 ;/,)(lOft>’ (12in)
8 M-= = 2 7,000 #-in
6” deep x 16GA joist = 29,079 #-in > 27,000 #-in -----0.k.
Check Studs Capacity:
H = 7 ft 4 in unbraced -----use 8 ft
Interior condition, use 5 psf lateral load
PmM per stud = (I 80 #/ft)(4 ft) = 71 8 #
Per CEMCO stud chart (see attached)
3- in x 20GA @ 8ft tall with 5 psf lateral load = 231 7 # > 718 # -----0.k. 5
8
2
CONC. DECK- 743%
Check Punching Shear on Conc. Pan Deck or Slab on Grade:
-k 'iL
P=718#
fc =2000 psi
Loads PDL = 1.4 (lopsf( -) 83 = 56# 2
Pu = 1.7 (125psf3(4ft) = 850 #
PULT = 906 # -----use I kip
5
8 PuLT = I kip, d = 4 in, d/2 = 2 in, bo = (4 sides)(3-in + 2 in) = 22.5 in
vc- -[ 2+- 4p0d Pc=I
PC
.. Vc = 4Kb,d = 4,/mx 22.5in x4in = 16.1 kip
@(O.5)Vc = (0.85)(0.5)(16.1 kips) = 6.8 kip > 1.0 kip ----- 0.k.
3
Fitting Room Check
Loads:
Dead Load = 10 psf
Live Load = 10 psf
Total Load = 20psf x - = 30 #/ft 161%
12in
Interior Partition Lateral load = 5 psf
Height = Sft
Ptnaxperstud = (30#@)(8') = 24w
Per CEMCO stud chart (see attached)
35in x 20GA @ Sft tall with 5psf lateral load = 231 7 # > 240 # -----0.k. 8
Structural Steel Framing
25OCS14
35OCS20
3SOCS18
, .. .
3,468’ 3,468’ 2,740’ 2.740’ 2,161’ 2,161’ 1,990’ 1,722’ 1,600’ 1,380’ 1,280’ 1,160’ 950” 960’ 84010 650” 72010 62Oho 440
2,265’ 2,265’ 2,092’ 1,950’ 1,856’ 1,690’ 1,390’ 1,370’ I,2QO’. 900’ 990’ 820’ 530’O 710’ 550’O 270’O 50O1O 350’O I50
3,082’ 3,082’ 2,845’ 2,845’ 2.521’ 2,490’ 2.150’ 2,030’ 1,830“ 1,480’ 1,500’ 1,310’ 980’ 1,100’ 920’ 610” 800’ 640’O 3501°
..
35OCS16 4,605’ 14,605’
35OCS14 5,887’k,887’
362CS20 2,317’\2,317’
362CS18 3,159’ ‘3,159’
362CS16 4,815’ 4,815’
362CS14 6.246’ 6,246’
400CS20 2,435’ 7,435’
400CS18 3,345’ 3,345’
.. TABLE 4
3,940’ 3.940’ 3,245’ 3,245’ 3,245’ 2,653’ 2,653’ 2,410’ 2,177’ 2,040’ 1,740’ 1,690‘ 1,530’ 1,25010 1,310’ 1,160’ 9OO1O
4,946’ 4,946’ 4,044’ 4,044’ 4.044’ 3,290’ 3,290’ 3,190’ 2,692’ 2,670’ 2,350’ 2,210’ 2,030’ 1,730’ 1,730’ 1,560’ 1,27Oip
2,160’ 2,060’ 1,943’ 1,810’ 1,510’ 1,490’ 1,310’ 1,000’ 1,090’ 910’ 610” 780’ 620’O 330‘O 560‘O 400!O 210
2,943’ 2,943’ 2,645’ 2,645’ 2,320’ 2,200’ 1,990’ 1,640’ 1,650’ 1.440’ 1,100’ 1,220‘ 1,030’ 7101° 900’ 72010 4201°
4,178’ 4,178’ 3,508’ 3,508’ 3,508’ 2,881’2,881’ 2,660’ 2,368’ 2,250’ 1,930’ 1,870’ 1,700’ 1,40Oio 1,450’ 1,290’ I,OIO’p
5,331’ 5.331’ 4,380’ 4,380’ 4.380’ 3,574’ 3.574’ 3,510’ 2,928’ 2,928’ 2.600’ 2.422’ 2,250’ 1,920’ 1,910’ 1,730’ l,i30=
2,324’ 2,324’ 2,154’ 2,130’ 1,830’ 1.840’ 1.650’ 1,310’ 1,390’ 1.200’ 860’ 1,030’ 840’ 520” 750’ 570” 270”
3,181’ 3.181’ 2,948’ 2,948’ 2,770’ 2,642’ 2,4801 2,090’ 2.090’ 1,870’ 1.480’ 1,590’ 1.370’ 1,000’ 1,200’] 1,000’ 6SO’q
4OOCS16
4OOCS14
550CS20
5,318’ 5,318’ 4,827’ 4,827’ 4,154’ 4.154’ 4,154’ 3,505’ 3,505’ 3.390’ 2.951’ 2.910’ 2,550’ 2.450’ 2,250‘ 1,900’ 1,910’ 1,720’ 1,4OOL0
7,028’ 7,028’ 6,366’ 6,366’ 5,449’ 5,449’ 5,449’ 4,505’4,505’ 4;505’ 3.711’ 3,711’ 3,430’ 3,078’ 2,960’ 2.570’ 2.510’ 2,300’ 1.940’
2,654’ 2,654’ 2.619’ 2,619’ 2,565’ 2.565’ 2.565’ 2.483’ 2.483’ 2.310’ 2,363’ 2,250’ 1,880’ 2,080’ 1,850’ 1,450’ 1,710’ 1,470’ 1,1350’
55OCS18
55OCS16
55OCS14
600CS20
6OOCS111
6OOCS16
3
3,718’ 3,718’ 3,661’ 3.661’ 3,572’ 3.572‘ 3,572’ 3,440’ 3,440’ 3,440’ 3,261’ 3,261’ 2,930’ 3.036’ 2,830’ 2,360’ 2.590’ 2.310‘ 1,8%
6,314’ 6,314’ 6,149’ 6,149’ 5,885’ 5,885’ 5.885’ 5.493’ 5,493) 5,493’ 4,959’ 4,959’ 4.959’ 4,316’ 4,316’ 4,110’ 3.741’ 3.720’ 3,250’
8,365’ 8,365’ 8,209’ 8,209’ 7,855’ 7,855’ 7,855’ 7,327’ 7,321i 1,327’ 6,609’ 6,609’ 6,609’ 5,747’ 5,747’ 5,720’ 4,980’’ 4,980’ 4,580’
2.674’ 2,674’ 2,663’ 2,663’ 2,624’ 2.624’ 2,624’ 2.564’ 2,564’ 2,530’ 2,417’ 2,477’ 2.140’ 2,352’ 2,140’ 1.730’ 2,010’ 1,760’ 1.330’
3.743’ 3.743’ 3,736’ 3,736’ 3.673’ 3.673’ 3,673’ 3.574’ 3.574’ 3,574’ 3.433’ 3.433’ 3.290’ 3,251’ 3,220’. 2.760’ 3,000’ 2,730’ 2,230’
6,318’ 6,318’ 6,318’ 6,318’ 6,163’ 6.163’ 6.163’ 5,871’ 5,871’ 5.871’ 5.454’ 5.454’ 5,454’ 4,912’ 4,912’ 4,910’ 4.292’ 4.292’ 3.960’
boOCS14
800CSIB
8OOCS16
8OOCS14
IO00CS18
8.;47’ 8,347’ 8,347’ 8.347’ 8.239’ 8,239’ 8.239’ 7.847’ 7,847’ 7,847’ 7,288’ 7,288l 7,288’ 6,559’ 6,559’ 6,559’ 5,731’ 5,731’ 5,560’
3,b7g5 3,679’ 3,679’ 3.679’ 3,679’ 3,679’ 3,679’ 3.679’ 3.679’ 3,679’ 3,679’ 3,679’ 3,679’ 3,679’ 3,679’ 3,679’ 3,603’ 3,603’ 3,470’
6,106’ 6,106’ 6,106’ 6,106’ 6.106’ 6,106’ 6.106’ 6.106’ 6,106’ 6,106’ 6,106’ 6.106’ 6,106’ 6,106’ 6,106’ 6,106’ 5,929’ 5,929’ 5,929’
8,084’ 8.084’ 8.084’ 8,084’ 8.084’ 8.084’ 8,084’ 8.084’ 8#084 8,084’ 8,084’ 8,084’ 8,084’ 8,084’ 8,084’ 8,084’ 7,935’ 7,935’ 7,935’
3,613’ 3.613’ 3.613’ 3,613’ 3.613’ 3,613’ 3.613’ 3.613’ 3.613’ 3,613’13.613’ 3.613’ 3.613’ 3.613’ 3.613’ 3.613’ 3.613’ 3.613’ 3 613’
IOOOCS16
IOOOCS14
12OOCS16
See page 32 for footnotes.
~~
5,881’ 5,881’ 5,881’ 5.881’ 5,881’ 5,881’ 5,881’ 5,881’ 5.88;’ 5,881” 5.881’ 5,881’ 5,881’ S,881’ 5,881’ 5.881’ 5,881’ 5,SiI’ 5,881’
7,806’ 7,806’ 7,806’ 7.806’ 7,806’ 7,806’ 7.806’ 7,806’ 7,806’ 7,806’ 7,806’ 7,806’ 7,806’ 7.806’ 7,806’ 7,806’ 7,806’ 7.806’ 7,806’
5,621’ 5,621’ 5,621’ 5,621’ 5,621’15,621’ 5.621’ 5,621’ 5,621’ j,621’ 5,621’ 5,621’ 5,621’ 5,621’ 5.621’ 5,621’ 5.621’ 5,621’ 5.621’
..
23
_. Structural Steel Framinp
362CS18
362CS16
362CS14
400CS20
z
- ~ ~
0.0451 1.176 0.346 0.72.1 1,444 0.134 0.621 0.7.21. 0.398 0.267 7,865 -1.364 0.000235 0.4094 2.081 0.570
0.0566 1.462 0.430, 0.888' . i.431, 0.163 0.615 '0.888. 9.490 0.345 14.,668 .-1.355.. .0:000459 0.4965 2.06.9 0.571
0.0713 1.819 0.535 1.091 1.428 0.197 0.607 1.091 0.602 0.428 18,018 -1.344 0.000906 0.5984 2.053 0.571
0.0346 0.952 0.280 0.705 1.586 0.108 0.622 0.705 0:337 0.196 6,665 . .-1.327. O.OOOt12 0.3928 2.180 0.622
.... _. . .. .... ....... ..
'4 5 -!, ' ..r TABLE 1
4OOCS14
550CS20
SSOCS18
5SOCS16
SECTION PROPERTIES
0.0713 1.911 0.562 1.374 1.564 0.204 0.603 1,.374- 0.687 0.453 20.574 . -1.296. 0.000952 0.7291 '2.119 0.626
0.0346 1.129 0.332 '1.486 -2.1 15 0.120 0.601 ' 1.486. 0.520 0.193 10;270,, -1.170 0:~000133 0.7605 2.491 0.779
0.0451 1.465 0.431 1.916 2.110 0.153 0.596 1.916 0.697 0.269 13,770 -1.160 0.000292 0.9659 2.480 0.781
0.0566 1.822 0.536 2.368 2.101 0.186 0.590 2.368 .0.861 0.344 25,777 .-1.151 .0.000573 1.1762 2.467 ,.0.793
350CS20 0.0346 1' 0.894 10.263 I0:517 1...1.403'1 0.104 I 0.627 10.517 I 0.282 10.196 I 5.580 I -1.391 I 0.000105 10.3022 12.073 I 0.5SO I I 35OCS18 1 0.0451 I 1.156 10.340 10.665 I 1.398 10.132 10.623 10.66s I 0.380 10.266 I 7.509 1-1.381 1 0.000231 10.3824 12.061 I 0.551 1 I 35OCS16 I 0 0566 I 1.438 10.423 10.818 I 1.391 10.161 10.617 10.818 I 0.468 10.338 I 14,000 ).-1.372 I 0.000452 10.4635 1'2.049 1 0.552 1
35OCS14 I 0.0713
362CS20 I 0 0346
1 1.788 10.526 I 1.005 I 1.382 IO.195 10.609 I I.OOS'( 0.574 10.419 I 1 -1.361 I 0.000891 I0.5584 12.033 IO.552 I 0 908 I 0.267 I 0.561 I 1.449 I0.105 1 0.626 10.561 I 0.296 10.196 1 .5,846 , 1-1.375 [ 0.000.107 10.3234.1 2.093 I 0.569
17.'189
1 4OOCS18 I 0 0451 I 1.234 1 0.363 10.907 I '1.581 10.138 I 0.617 10.9.07 I 0.453 10.268 1 8,961 I -1.317'1 0.006246 10.4976 12.148 1 0 624 I
I 4OOCS16 I 0.0566 1 1.533 10.451 I 1.117 I 1.574 10.168 10.611 11.117 10.559 10.347 I 16.728 1-1.308 I0:000482 10.6042 12.135 10.625 I
I /!3OOCSl6 I 0 OS66 I 2.305 I 0.678 I 5.839 I 2.935 10.206 I 0.552 1.5.839 1 1.460 10.347 1 43,708 .1.-0.965 I 0.000724 I 2.6819 1.3.139 I 0.906 I
\See page IO for footnotes.
5
....
. , .I..
...... ....
...
... ..
........ .... ..._..-.. . ...-... . ...... .... ..
, ..
STRUCTURAL CALCULATIONS
FOR
IO’ X 4’ X 18’’ DOUBLE MOBILE SHELVING UNITS
IO’ X 4’ X 18” SINGLE SHELVING UNITS
..................... \
PROJECT
TALBOT’S
STORE #509
CARLSBAD, CA
.....................
LUNDIA
600 CAPITOL WAY
JACKSONVILLE, IL 62650
.....................
JHA PROJECT NO. 02-103-10
JOHN H. HAIGH 8~ ASSOCIATES, INC.
Structural Engineers
479 S Marengo Ave., Suite A I Pasadena, CA 91 101
Phone: (626) 395-7451 Fax. (626) 395-7454
~ &ii3 ~~~~ /3e?
JOHN H. HAIGH & ASSOCIATES. INC.
Structural Engineers
479 S. Marengo Ave., Suite A
Pasadena, CA 9 1 10 1
Calculation Index
(626) 395-745 1 (626) 395-7454 (PROJECT NAME & LOCATION)
CALCULATION INDEX
Title Sheet
Calculation Index 2
Shelving Configurations 3
Shelving Component Section Properties A
Design Loads:
10’-0” X 4’-0” X 18’’ Single Unit B
Computer Analysis of Shelving Frames:
10’-0” X 4’-0” X 18” Double Mobile Unit C
Check Overturning of Mobile Units D
I
JOHN H. HAIGH & ASSOC., INC JOB NO.
BY STRUCTURAL ENGINEERS LUNDIA SHELVING
479 S. MARMGO AM. SUITE A p- PASADENA. CA. 91101 DATE
(878) 395-7451 SH. - OF
.-
MSOfficd Winword/Client/Lundia/CALCS_I A.DOC
I It I it
c2
c
JOHN H. HMGH &i ASSOCIATES. INC. SHELVING JHA #:
Strucrural Engineers BY: I 479 S. Marengo Ave.. Suite A DATE:
DO .1875 .25 .046875 .62393 38929 .07299 .00391
1.7226 1 SO5491 .21679 -09918
- Pasadena, CA 9 1 10 1
(626) 395-7451 (626) 395-7454
1 ofA SHEET:
(PROJECT NAME & LOCATION) (CLIENT: 2
P B Note: Primary Lateral Load cases are set up for Seismic Zone 4; adjustments for other zones are made in me
analysis load combinations.
SHELVING COMPONENT SECTION PROPERTIES
LEG PROPERTIES
about X Axis
CROSS RAIL W/ TONGUE
- y = 1.505494 = 0.873936
1.72266
Sxl = .31488 = 0.3603
.873 93 6
SX~ = .31488 ~0.45723
.688564
TONGUE SECT.
A = 1.6875 x .375 = 0.6325
CROSS RAIL
A = 1.6875 x 1.25 = 2.1094
S = .375 x = 1.68752 = 0.178 S = 1.25 x 1.68752 = 0.5932
__ 6 6
Ix = .375 x 1.68753 = 0.150
12
Ix = 1.25 x 1.68753 = 0.5006
12
L .21679
C 0.31488
MSOFnCUWINWORD/CLIENTnUNDIA/CALCS_2kDOC
JOHN H. UGH & ASSOCIATES. TNC. SHELVING m #: I
Structurai Enpineem BY: II ----- - ~
479 S. Marengo Ave., Suite A
Pasadena, CA 9 1 10 1
DATE: 11
SHEET: 2 of A 11
(626) 39517451 (626) 395-7454 (PROJECT NAME & LOCATION) (CLIENT: 2
e Note: Primary Lateral Load cases are set up for Seismic Zone 4; adjustments for other zones are made in he
analysis load combinations.
SHELVING COMPONENT SECTION PROPERTLES m
LEG PROPERTlES
ABOUT Y AXlS
CROSS RAIL W/ TONGUE
Part I AREA I x Ix2 IAx21 Io
A 1.230469 0 0 0 0.176639
B .05859 .421875 .17798 .01043 .00107
B .05859 .421875 .17798 .01043 .00107
CI .1875 t.375 .140625 .026367 ‘ .00220
c 1.72266 .07399 .1821
c2 .1875 -.375 -140625 -026367 .00220
1 .07359
C 0.25569
- CHEXKTONGUE
I, = nx 1.6875’ = 0.15017
12
Iy = 0.007416
A = .375 x 1.6875 = 0.6328
E’ = 1.6~ lo3
CHECK CROSS RAIL
x 1.6875’ = 0.50056 Ix = 12
Iy = .27465
A = 2.10875
S = 0.29663
DENSITY = 35 = 2.025E-5
1728 x 1000
1 JOEEN H. HAIGH & ASSOCIATES. INC. SHELVING JHA #:
Struculrai En pineem BY: Y 479 S. Marengo Ave., Suite A
Pasadena, CA 9 1 10 1
(626) 395-7451 (626) 395-7454
< \/ A /
DATE: n
P-2
c
(PROJECT NAME & LOCATION) (CLIENT:
1.72266 .68854 .47408 .81669 -31488
3.44532 1.6334 .62776
Note: Primary Lateral Load cases are set up for Seismic Zone 4; adjustments for other zones are made in frame
analysis load combinations.
SHELVING COMPONENT SECTION PROPERTIES
CHECK SECTION PROPERTIES
DOUBLE BACK TO BACK LEG
B
LEG PROPERTIES
B
1.6334
C 2.2631
2.263 1 I s=- C 1.5625 = 1.4484 - -
JOHN H. HAIGH & ASSOCIATES. INC. SHELVING JHA #:
Structural Engineers BY:
Pasadena, CA 91101 SHEET:
479 S. Marengo Ave., Suite A DATE:
(626) 395-7451 (626) 395-7454 (PROJECT NAME & LOCATION) (CLIENT. 1
Note: primary lateral load cases are set up for seismic zone 4; adjustments for other seismic zones
are made in frame analysis load combinations.
L'
TYPICAL SHELF LOADING CRITERIA
10'-0" x 4'-0" x 18" SHELVING
STILE SELF WEIGHT PICKED UP BY COMPUTER
VERTICAL LOADS-
SHELVES 9 shelves - 8 loaded
4 x 1.5 x 3/4/12 x 35 = 13.125 x 9 ea. = 118.20#
Misc. @ 10% = 11.8
130 #
Load/Leg = 13012 = 65#/ Leq
10 = 6.5 #I Ft
STORED PRODUCTS :
1.5 x 4 = 6.0 Sq. Ft x 5 PSF = 30#1 Shelf x 8 Shelves = 240 #
Light = 5 PSF/SHELF
24012 = 120 #/Leq = 12.0 #I Ft
10
LATERAL LOADS
Seismic Zone: 1 2A 2B 3 4
0 0 ( 1. 0 (XI
Level of Shelving: - at grade - above grade
Code sect. UBC 1630.2.1 V = ((2.5 x .44) / 4) R W = (0.55 / 1.4)W = 0.393 W
NOTE: 1 .) CH. 22 Div. X Requires the CG of load to be 15% above actual
center of mass. For this to happen Wb = 2.63 Wa
2.) Lat. Load acts against 1 Leg Only
EMPTY SHELVES
Wa + 2.63 Wa 1012 = 0.393 x 130 = 51.09 #
4.58110 = 0.458 #/Ft
Wa = 2.815
Wb = 7.403
STORED PRODUCTS (All Shelves)
Wa + 2.63 Wa/ 1012 = 0.393 x 240 = 94.32 #Et.
Wa = 5.196
Wb = 13.66
8.4711 10 = 0.847 #lFt.
STORED PRODUCTS (TOP 113 1
jWa + 2.63 Wa)/ 1013 (1/2)= 0.393 x 24013 = 31.44
Wa = 5.196
Wb = 13.66
8.471 13.333 = 2.539 #/Ft
Winword/Client/Lundia/l 0-FT-LD.DOC
Page 8
PAGE NO. 1
.................................................. * * * S-/Pro sTAAD-111 * * Revision 3.1 * * Proprietary Program of * * RESEARCH ENGINEERS, Inc. *
Date= MAY 14, 2002 * * Time= 13:41:17 *
* USER II): Gateway 2000 * * *
..................................................
1. STAAD PLANE
2. START JOB INFORMATION
3. ENGINEER DATE 14-MAY-02
4. END JOB INFORMATION
5. * PROJECT:
6. * ADDRESS
7. * PROJECT NO:
8. * SHELVING CONFIGURATION:
9. *
10. *
11. *
12. * SEISMIC ZONE:
13. * LEVEL OF INSTALLATION:
14. * DESIGN CRITERIA:
15. * CRITERIA THIS PROJECT
16. * SHELF LOADING:
17. *
18. *
19. *
20. *
21. *
22. * THIS PROJECT
23. UNIT FEET KIP
24. JOINT COORDINATES
TALBOT'S # 509
CARSBAD, CA.
02-103-10
LLJNDIA 10' X 4' X 18" DBL. E'RAME
WITH OUT LAT SUPPORT @ TOP
WITH SHEAR PANELS
AND LOAD FROM 0 ADJ. DBL. UNITS
N.A.
UBC CHAPTER 16 - 22 DIV X RMI SPEC. JUNE 1990
1997 UBC CHAP 1630.2
LIGHT CLOTHING/ LINENS 3.75 PSF. / SHELF
LIGHT 5 PSF. f SHELF
LIGHT MEDIUM 7.5 PSF. / SHELF
MEDIUM 10 PSF. / SHELF
MEDIUM HEAVY 12.5 PSF. / SHELF
HEAVY 20 PSF. / SHELF
LIGHT 5 PSF/SHELF
(X)4; ( )3 ; ( )2B; ( )2A; ( 11; ( )RML
25. 1 0 0 0; 2 0 0.1927 0; 3 0 3.3594 0; 4 0 6.6927 0; 5 0 9.8594 0
26. 6 0 10 0; 7 1.4426 0 0; 8 1.4426 0.1927 0; 9 1.4426 3.3594 0
27. 10 1.4426 6.6927 0; 11 1.4426 9.8594 0; 12 1.4426 10 0; 13 2.8852 0 0
28. 14 2.8852 0.1927 0; 15 2.8852 3.3594 0; 16 2.8852,6.6927 0
29. 17 2.8852 9.8594 0; 18 2.8852 10 0; 19 0.0728 0.1927 0
30. 20 1.3124 0.1927 0; 21 0.0728 3.3594 0; 22 1.3124 3.3594 0
31. 23 0.0728 6.6927 0; 24 1.3124 6.6927 0; 25 0.0728 9.8594 0
32. 26 1.3124 9.8594 0; 27 1.5728 0.1927 0; 28 2.8124 0.1927 0
33. 29 1.5728 3.3594 0; 30 2.8124 3.3594 0; 31 1.5728 6.6927 0
34. 32 2.8124 6.6927 0; 33 1.5728 9.8594 0; 34 2.8124 9.8594 0
35. MEMBER INCIDENCES
36. 1 1 2; 2 2 3; 3 3 4; 4 4 5; 5 5 6; 6 7 8; 7 8 9; 8 9 10; 9 10 11
37. 10 11 12; 11 13 14; 12 14 15; 13 15 16; 14 16 17; 15 17 18; 16 19 20
38. 17 21 22; 18 23 24; 19 25 26; 20 27 28; 21 29 30; 22 31 32; 23 33 34
39. 24 2 19; 25 8 20; 26 8 27; 27 14 28; 28 3 21; 29 9 22; 30 9 29
40. 31 15 30; 32 4 23; 33 10 24; 34 10 31; 35 16 32; 36 5 25; 37 11 26
41. 38 11 33; 39 17 34; 40 6 12; 41 12 18
I
STAAD PLANE -- PAGE NO. 2
42. ELEMENT INCIDENCES SHELL
43. 42 2 3 9 8; 43 8 9 15 14; 44 3 4 10 9; 45 9 10 16 15; 46 4 5 11 10
44. 47 10 11 17 16
45. UNIT INCHES KIP
46. MEMBER PROPERTY AMERICAN
47. * EXTERIOR LEGS
48. 1 TO 5 11 TO 15 PRIS AX 1.723 IY 0.2557 IZ 0.3149
49. * INTERIOR LEG
50. 6 TO 10 PRIS AX 3.445 IY 0.5114 IZ 2.2631
51. * X-ARMS
52. 16 TO 23 PRIS AX 2.1088 IY 0.2747 IZ 0.5006
53. * TONGUES
54. 24 TO 39 PRIS AX 0.6328 IY 0.0074 IZ 0.1502
55. * TOP STRUT
56. 40 41 PRIS AX 2.25 IY 0.4219 IZ 0.4219
57. MEMBER TRUSS
58. 40 41
59. ELEMENT PROPERTY
60. 42 TO 47 THICKNESS 0.375
61. ELEMENT RELEASE
62. 42 TO 47 J1 MX MY
63. 42 TO 47 52 MX MY
64. 42 TO 47 53 MX MY
65. 42 TO 47 J4 MX MY
66. MEMBER OFFSET
67. 25 26 29 30 33 34 37 38 START 0.0574 0 0
68. CONSTANTS
69. E 1600 MEMB 1 TO 41
70. E 1800 MEMB 42 TO 47
71. DENSITY 2.0253-005 ALL
72. UNIT FEET KIP
73. SUPPORTS
74. 1 13 PINNED
75. 7 FIXED BUT FX MY MZ
76. *12 FIXED BUT FY MY MZ
77. LOAD 1 DEAD LOAD STYLES ONLY
WARNING : IT IS ADVISABLE TO ANALYZE THIS STRUCTURE
USING THE COMMAND STAAD SPACE INSTEAD OF STAAD PLANE.
78. SELFWEIGHT Y -1
79. LOAD 2 DEAD LOAD 18 EMPTY SHELVES
80. MEMBER LOAD
81. 1 TO 5 11 TO 15 UNI GY -0.0065
82. 6 TO 10 UNI GY -0.013
83. LOAD 3 VERTICAL LIVE LOAD 16 SHELVES LOADED
84. MEMBER LOAD
85. 1 TO 5 11 TO 15 UNI GY -0.012
86. 6 TO 10 UNI GY -0.024
87. LOAD 4 VERTICAL LIVE LOAD TOP 1/3 SHELVES ONLY
88. MEMBER LOAD
89. 4 14 UNI GY -0.012
90. 5 15 UNI GY -0.012
91. 9 UNI GY -0.024
92. 10 UNI GY -0.024
93. * LATERAL LOADS FOR PRIMARY LOAD CASES ARE BASED ON SEISMIC ZONE 4
STAAD PLANE -- PAGE NO. 3
94. * ADJUSTMENTS FOR OTHER ZONES ARE MADE IN COMBINATION LOADS
95. LOAD 5 LAT LOAD LEFT, STILE ONLY
96. SELFWEIGHT X -0.393
97. LOAD 6 LAT LOAD LEFT SELF WEIGHT ALL 18 SHELVES EMPTY
98. MEMBER LOAD
99. 1 TO 10 UNI GX -0.00281
100. 1 6 TRAP GX 0 -.00008
101. 2 7 TRAP GX -.00008 -.00154
102. 3 8 TRAP GX -.00154 -.00307
103. 4 9 TRAP GX -.00307 -.00452
104. 5 10 TRAP GX -.00452 -.00459
105. * LOADS FROM 0 ADJ. DBL. UNITS
106. JOINT LOAD
107. *12 FX -0.03
108. LOAD 7 LAT LOAD LEFT 16 SHELVES LOADED
109. MEMBER LOAD
110. 1 TO 10 UNI GX -.0052
111. 1 6 TRAP GX 0 -.00016
112. 2 7 TRAP GX -.00016 -.00284
113. 3 8 TRAP GX -.00284 -.00567
114, 4 9 TRAP GX -.00567 -.00836
115. 5 10 TRAP GX -.00836 -.00848
116. * LOADS FROM 0 ADJ. DBL. UNITS
117. JOINT LOAD
118. *12 EX -0.09
119. LOAD 8 LATERAL FROM LIVE LOAD TOP 1/3 SHELVES FULL
120. MEMBER LOAD
121. 4 9 (JNI GX -0.0052
122. 5 10 UNI GX -0.0052
123. 4 9 TRAP GX 0 -0.00831
124. 5 10 TRAP GX -.00831 -.00848
125. * LOADS FROM 0 ADJ. DBL. UNITS
126. JOINT LOAD
127. *12 FX -0.06
128. LOAD COMB 9 DEAD LOAD RACK + SHELVES
129. 1 1.0 2 1.0 3 1.0
130. * FOR SEISMIC ZONE 4
131. LOAD COMB 10 DEAD + LIVE + LAT LEFT (ALL SHELVES EWLL)
132. 1 0.9 2 0.9 3 0.75 5 0.75 6 0.75 7 0.75
133. * FOR SEISMIC ZONE 3
134. * 1 0.9 2 0.9 3 0.75 5 0.563 6 0.563 7 0.563
135. * FOR SEISMIC ZONE ZB
136. * 1 0.9 2 0.9 3 0.75 5 0.375 6 0.375 7 0.375
137. * FOR SEISMIC ZONE 2A
138. * 1 0.9 2 0.9 3 0.75 5 0.281 6 0.281 7 0.281
139. * FOR SEISMIC ZONE 1
140. * 10.9 2 0.9 3 0.75 5 0.141 6 0.141 7 0.141
141. * FOR SEISMIC ZONE 4
142. LOAD COMB 11 DEAD + (LIVE & IAT TOP 1/3 ONLY)
143. 1 0.9 2 0.9 4 0.75 5 0.75 6 0.75 8 0.75
144. * FOR SEISMIC ZONE 3
145. * 10.9 2 0.9 4 0.75 5 0.563 6 0.563 8 0.563
146. * FOR SEISMIC ZONE 2B
147. * 1 0.9 2 0.9 4 0.75 5 0.375 6 0.375 8 0.375
148. * FOR SEISMIC ZONE 2A
149. * 1 0.9 2 0.9 4 0.75 5 0.281 6 0.281 8 0.281
STAAD PLANE -- PAGE NO. 4
150. * FOR SEISMIC ZONE 1
151. * 1 0.9 2 0.9 4 0.75 5 0.141 6 0.141 8 0.141
152. * NEXT 2 LOAD CASES ARE FOR SUPPORT ANCHORAGE DESIGN ONLY
153. * FOR SEISMIC ZONE 4
154. LOAD COMB 12 (DEAD + FULL LIVE + LAT LEFT) X 1.5
155. 10.9 2 0.9 3 0.75 5 1.125 6 1.125 7 1.125
156. * FOR SEISMIC ZONE 3
157. * 1 0.9 2 0.9 3 0.75 5 0.845 6 0.845 7 0.845
158. * FOR SEISMIC ZONE 2B
159. * 1 0.9 2 0.9 3 0.75 5 0.563 6 0.563 7 0.563
160. * FOR SEISMIC ZONE 2A
161. * 10.9 2 0.9 3 0.75 5 0.422 6 0.422 7 0.422
162. * FOR SEISMIC ZONE 1
163. * 1 0.9 2 0.9 3 0.75 5 0.212 6 0.212 7 0.212
164. * FOR SEISMIC ZONE 4
165. LOAD COMB 13 (DEAD + LIVE AND LAT TOP 1/3 ONLY) X 1.5
166. 1 0.9 2 0.9 4 0.75 5 1.125 6 1.125 8 1.125
167. * FOR SEISMIC ZONE 3
168. * 1 0.9 2 0.9 4 0.75 5 0.845 6 0.845 8 0.845
169. * FOR SEISMIC ZONE 2B
170. * 1 0.9 2 0.9 4 0.75 5 0.563 6 0.563 8 0.563
171. * FOR SEISMIC ZONE 2A
172. * 1 0.9 2 0.9 4 0.75 5 0.422 6 0.422 8 0.422
173. * FOR SEISMIC ZONE 1
174. * 1 0.9 2 0.9 4 0.75 5 0.212 6 0.212 8 0.212
175. PERFORM ANALYSIS
NUMBER OF JoINTS/MEDlBER+ELeMENTS/SUPPORTS = 34/ 47/ 3
TOTAL PRIMARY LOAD CASES = 8, TOTAL DEGREES OF FREEDOM = 97
SIZE OF STIFFNESS MATRIX = 3589 DOUBLE P.REC. WORDS
FEQRD/AVAIL. DISK SPACE = 12.13/ 5.4 €48, EXMEM = 7.0 MB
ORIGI~~~AL/FINAL BAND-~TH 5 22/ 12
** WARNING - INSUFFICIENT DISK SPACE. PROGRAM MAY BE TERMINATED. ++ Processing Element Stiffness Matrix. 13: 41 :20 ++ Processing Global Stiffness Matrix. 13 :41:20
++ Processing Triangular Factorization. 13:41:21 ++ Calculating Joint Displacements. 13 : 41 : 21 ++ Calculating Member Forces. 13 : 41:21
176. LOAD LIST 9 TO 12
117. PRINT MEMBER FORCES
-- PAGE NO. S
19
10
11
12
29
LO
11
12
39
10
11
12
49
10
11
12
59
10
11
12
m
1
2
1
2
1
2
1
2
2
3
2
3
2
3
2
3
3
4
3
4
3
4
3
4
4
5
4
5
4
5
4
5
5
6
5
6
5
6
5
6
AXIAL
0.19
-0.19
0.62
-0.62
0.42
-0.42
0.85
-0.85
0.0%
-0.02
0.20
-0.15
0.14
-0.12
0.27
-0.22
0.06
0.00
0.11
-0.06
0.08
-0.06
0.14
-0.09
0.04
0.02
0.04
0.01
0.04
0.01
0.05
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
SHEAR-Y
-0.02
0.02
-0.13
0.13
-0.08
0.08
-0.19
0.19
0.00
0.00
-0.01
-0.01
0.00
0.00
-0.02
-0.02
0.00
0.00
-0.02
-0.02
-0.01
-0.01
-0.03
-0.03
0.00
0.00
-0.02
-0.02
-0.02
-0.02
-0.03
-0.04
0.00
0.00
0.01
-0.01
0.00
-0.01
0.01
-0.01
SHEAR-2
0.00
0.00
0.00
0.00
0 .oo
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
TORSION
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
MOM-Y
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0 .oo
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
MCXM-2
0.00
0.00
0.00
-0.03
0.00
-0.02
0.00
-0.04
0.00
0.00
-0.01
0.01
0.00
0.00
-0.01
0.01
0.00
0.00
-0.01
0.01
0.00
0.00
-0.01
0.02
0.00
0.00
-0.01
0.01
-0.01
0.01
-0.02
0.02
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
I
-- PAGE NO. 6 STAAD PLANE
LOAD JT AXIAL SBEAR-Y SEIEAR-Z MRSION MOM-Y MOM-z
69 7
10 7
8
11 7
8
12 7
a
a
0.41
-0.40
0.33
-0.32
0.20
-0.20
0.33
-0.32
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
79 8
9
10 8
9
11 8
9
12 8
9
0.16
-0.05
0.13
-0.04
0.08
-0.04
0.13
-0.04
0.00
0.00
-0.01
-0.02
0.00
-0.01
-0.01
-0.02
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.01
0.00
0.01
0.00
0.02
0.13
0.00
0.10
0.00
0.06
-0.02
0.10
0.00
0.00
0.00
-0.02
-0.02
-0.01
-0.01
-0.02
-0.03
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-0.01
0.01
0.00
0.01
-0.01
0.02
89 9
10
10 9
10
11 9
10
12 9
10
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-0.01
0.01
-0.01
0.01
-0.01
0.02
9 9 10
11
10 10
11
11 10
11
12 10
11
0.08
0.04
0.07
0.03
0.07
0.03
0.07
0.03
0.00
0.00
-0.02
-0.03
-0.02
-0.02
-0.03
-0.04
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
10 9 11
12
10 11
12
11 11
12
12 11
12
0.01
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-0.01
0.01
-0.01
0.01
-0.01
0.01
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00 11 9 13
14
0.19
-0.19
0.02
-0.02
0.00
0.00
0.00
0.00
0.00
0.00
. .. _____ .- .-
". !
STAAD PLANE -- PAGE NO. 7
MEMBER LOAD JT
12
13
14
15
16
10
11
12
9
10
11
12
9
10
11
12
9
10
11
12
9
10
11
12
9
10
13
14
13
14
13
14
14
15
14
15
14
15
14
15
15
16
15
16
15
16
15
16
16
17
16
17
16
17
16
17
17
18
17
18
17
18
17
18
19
20
19
20
Axm
-0.30
0.31
-0.22
0.22
-0.54
0.54
0.08
-0.02
-0.07
0.12
-0.06
0.08
-0.14
0.18
0.06
0.00
-0.01
0.06
-0.02
0.04
-0.03
0.08
0.04
0.02
0.02
0.02
0.02
0.02
0.02
0.03
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-0.01
0.01
-0.01
0.01
SHEAR-Y
-0.10
0.10
-0.06
0.06
-0.16
0.16
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
SHEAR-Z
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
TORSION
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
MOM-Y
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
MOM- z
0.00
-0.02
0.00
-0.01
0.00
-0.03
0.00
0.00
0.00
0.00
0 .oo
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0 .oo
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
MEMBER
17
18
19
20
21
LOAD JT
11
12
9
10
11
12
9
10
11
12
9
10
11
12
9
10
11
12
9
10
11
19
20
19
20
21
22
21
22
21
22
21
22
23
24
23
24
23
24
23
24
25
26
2s
26
25
26
25
26
21
28
21
28
21
28
21
28
29
30
29
30
29
30
AxlAL
-0.01
0.01
-0.02
0.02
-0.02
0.02
-0.04
0.04
-0.03
0.03
-0.05
0.05
-0.01
0.01
-0.01
0.01
-0.01
0.01
-0.02
0.02
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-0.01
0.01
-0.01
0.01
0.00
0.00
-0.01
0.01
-0.02
0.02
0.01
-0.01
0.01
-0.01
SHEAR-Y
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
SHEAR-z
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
TORSION
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-- PAGE NO. 8
MaM-P
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0. 00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
MCM-2
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
STAAD PLANE -- PAGE NO. 9
MEMBER FIND FORCES STRUCTURE TYPE = PLANE
ALL UNITS ARE -- KIP FEET
-----------------
l.mmER
22
23
24
25
26
12
9
10
11
12
9
10
11
12
9
10
11
12
9
10
11
12
9
10
11
12
29
30
31
32
31
32
31
32
31
32
33
34
33
34
33
34
33
34
2
19
2
19
2
19
2
19
8
20
8
20
8
20
8
20
8
27
8
27
8
27
8
27
AXIAL
0.02
-0.02
-0.01
0.01
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-0.01
0.01
-0.01
0.01
-0.01
0.01
-0.01
0.01
-0.02
0.02
-0.01
0.01
-0.01
0.01
-0.01
0.01
-0.02
0.02
-0.01
0.01
-0.01
0.01
0.00
0.00
-0.01
0.01
SHEAR-Y
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
SHEAR-z
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
TORSION
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0,OO
MOM-Y
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0 .oo
0.00
0.00
0.00
0.00
0.00
0.00
MCW-2
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-- PAGE NO. 10
..
I. ~
STAAD PLANE
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-2 TORSION MOM-Y MOM-Z
21 9 14
10 14
11 14
28
12 14
28
28
28
-0.01
0.01
-0.01
0.01
0.00
0.00
-0.01
0.01
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
28 9 3
21
10 3
21
11 3
21
12 3
21
-0.02
0.02
-0.04
0.04
-0.03
0.03
-0.05
0.05
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
29 9 9
22
10 9
22
11 9
22
12 9
22
-0.02
0.02
-0.04
0.04
0.03
0.05
-0.03
-0.05
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
30 9 9
29
10 9
29
11 9
29
12 9
29
-0.02
0.02
0.01
-0.01
0.01
-0.01
0.02
-0.02
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
31 9 15
30
10 15
30
11 15
30
12 15
30
-0.02
0.02
0.01
-0.01
0.01
-0.01
0.02
-0.02
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-0.01
0.01
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00 32 9 4
23
STAAD PLANE
MEMBER END FORCES STRUCTURE TPPE = PLANE ___________--_-_-
ALL UNITS ARE -- KIP FEET
10
11
12
33 9
10
11
12
34 9
10
11
12
35 9
10
11
12
36 9
10
11
12
37 9
10
4
23
4
23
4
23
10
24
10
24
10
24
10
24
10
31
10
31
10
31
10
31
16
32
16
32
16
32
16
32
5
25
5
25
5
25
5
25
11
26
11
26
AXIAL
-0.01
0.01
-0.01
0.01
-0.02
0.02
-0,Ol
0.01
-0.01
0.01
-0.01
0.01
-0.02
0.02
-0.01
0.01
0.00
0.00
0.00
0.00
0.00
0.00
-0.01
0.01
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
SHEAR-Y
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0 .oo
0.00
0.00
0.00
0.00
0.00
SHEAR-Z
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
TORSION
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-- PAGE NO. 11
MOM-P
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
MOM-z
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.. 00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
STAAD PLANE -- PAGE NO. 12
MEMBER END FORCES SmVCToRE TYPE = PLANE
MEMBW
38
39
40
41
LOAD JT AXIAL
11
12
9
10
11
12
9
10
11
12
9
10
11
12
9
10
11
12
11 0.00
26 0.00
11 0.00
26 0.00
11 0.00
33 0.00
11 0.00
33 0.00
11 0.00
33 0.00
11 -0.01
33 0.01
17 0.00
34 0.00
17 0.00
34 0.00
17 0.00
34 0.00
17 -0.01
34 0.01
6 0.00
12 0.00
6 -0.01
12 0.01
6 -0.01
12 0.01
6 -0.01
12 0.01
12 0.00
18 0.00
12 0.00
18 0.00
12 0.00
18 0.00
12 0.00
18 0.00
SHEAR-Y
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
SHEAR-z
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
TORSION
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
MOM-Y
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
m0m-2
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
STAAD PLANE .- PAGE NO. 13
178. *PRINT ANALYSIS RESULTS
179. LOAD LIST ALL
180. PRINT SUPPORT REACTION
*b2W
STAAD PLANE -- PAGE NO. 14
SUPPORT REACTIONS -UNIT KIP FEET STRuC!RJRE TPPE f PLANE
JOINT LOAD
1 1
2
3
4
5
6
7
8
9
10
11
12
13
13 1
2
3
4
5
6
I
8
9
10
11
12
13
7 1
2
3
4
5
6
I
8
9
10
11
12
13
FORCE-X
0.00
0.01
0.01
0.00
0.01
0.05
0.09
0.03
0.02
0.13
0.08
0.19
0.11
0.00
-0.01
-0.01
0.00
0.01
0.05
0.09
0.03
-0.02
0.10
0.06
0.16
0.09
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
E'ORCZ-Y
0.01
0.06
0.12
0.04
0.04
0.20
0.38
0.19
0.19
0.62
0.42
0.85
0.58
0.01
0.06
0.12
0.04
-0.04
-0.20
-0.19
0.19
-0.30
-0.22
-0.54
-0.38
-0.38
0.03
0.13
0.24
0.00
0.00
0.00
0.00
0.41
0.33
0.20
0.33
0.20
0.08
FDRCE-2
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
MM-X
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
MOM-Y
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
181. FINISH
*****t*********t*******t*********************************
* FOR QUESTIONS REGARDING THIS VERSION OF PROGRAM * RESEARCH ENGINEERS, Inc at *
* West Coast: Ph- (714) 974-2500 Fax- (714) 921-2543 *
* East Coast: Ph- (978) 688-3636 Fax- (978) 685-7230 *
.........................................................
t
m0m2
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0 .oo
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
JOB NO.
bJ/t
I D
JOHN H. HAIGH & ASSOC , INC.
479 S MARENGO AVE SUITE A
PASADENA, CA 91 101
STRUCTURAL ENGINEERS BY
LWOI4 DATE 05-5-/4 (k-z
(626) 395-7451 SH.-, OF
December 29,2003
To: City of Carlsbad .
RE: Talbot’s Misses & Petites, #509
The Forum at Carlsbad
1925 Calle Barcelona, Space #I@ Carlsbad, CA 92009
To Whom It May Concern:
Russell-Crane Builders; Inc. understands that the
located at the above mentioned address will unde
Certificate of Occupancy is obtained.
Should you have any questions, please feel free to
Very truly yours,
RUSSELL-CRANE BUILDERS, INC. n
/ Shelly D. Russell
President
Ijdc
1
!r
C
RUSSELL-CRAl
BUIL
-etail store Tal bot’s
’ no circumstances
:ontact me.
i Misses ,&
open until
DERS, IP
Petites, #509
the
IT’S A CLASSIC
January 5,2004
City of Carlsbad
Building Department
Carlsbad, CA
To Whom It May Concern:
Talbots has a national policy of not opening a new store until final inspections have been
performed by the local Building Departmen! md a Certificate of Occupanc37 granted.
This is our policy for the Talbots store at The Forum at Carlsbad.
If you have any questions, please feel fkee to contact me.
Daniel Elson
Talbots, Construction Project Manager
(480) 816-1549
One Talbots Drive, Hingham, MA 02043 phone 781.749.7600
,113 12:23PM STATE COMPENSATION F e NO, 272 P. 3
.* ....-
STATE
Fu N D CERTIFICATE OF WORKERS' COMPENSATION INSURANCE
P-0- BOX 420807, SAN FRANCISCO, CA 94142-0807 GO WI PENS AT1 0 N INSURANCE
DECEIlSER 3, 2003 1755664 - 09
12-1-04 POLICY NUMBER:
CERTIFICATE EXPIRES:
r TALBOT'S tlISSES & PETfTES#SBS THE FORUM AT CARISBAD
1925 CALU BARCELWlA SPACES166
CARISBAD CA 92009
L
This is to certify that we have issued a valid Workers' Compensation insurance policy in a form approved by the California Insurance commissioner to the employer named below for the policy period indicated.
This policy is not subject to cancellation by the Fund except upon ten days' advance written notice to the employer.
-
We will also give you TEN days' aavance notice should this policy be cancelled prior to its normal expiration.
This csrtificate of insurance is not an insurance policy and does not amend, extend or after the coverage afforded by the policies listed herein. Notwithstanding any requirement, term, or conditlon of any contract or other document with
respect to which this certificate of insurance may be issued of may pertain, the insurance afforded by the policies described herein is subject to all the terms, exclusions and conditions of such pollcies.
AUTHORIZE0 REPRESENTATIVE PRESIDENT
EMPLOYER
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