HomeMy WebLinkAbout2350 CAMINO VIDA ROBLE; ; CB962196; PermitBUILDING PERMIT
12/26/96 15:08
Page 1 of 1
Job Address: 2350 CAMINO VIDA ROBLE Suite:
Permit Type: INDUSTRIAL TENANT IMPROVEMENT
Parcel No: 213-050-09-00 Lot#:
Valuation: 20,000
Occupancy Group: Reference*:
Description: RACK SYSTEM-NELLCOR
Permit No: CB962196
Project No: A9603113
Development No:
1672 12/26/96 0001 01
C-PRHT
Construction Type: NEW
Status
02
211.00
Appl/Ownr W.T. BILLARD INC
12255 KIRKHAM RD
POWAY CA 92064
Fees :
Adjustments:
Total Fees:
*** Fees Required ***
346.
3
Fee description
Building Permit
Plan Check
Strong Motion Fee
* BUILDING TOTAL
Applied
Apr/Issue
ISSUED
11/13/96
12/26/96
619 679-1800
Entered By: RMA
ected & Credits * **
. 00
135 . 00
211.00
Ext fee Data
207.00
135.00
4. 00
346.00
FINAL APPROVAL
INSP_,ZDATE.
CLEARANCE.
CITY OF CARLSBAD
2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161
PERMIT APPUCATION
City of Carlsbad Building Departnent
2075 Las Raines Dr., Carlsbad, CA 92009 (619) 438-1161
1. PERMIT
From List 1 (see back) give code of Permit-Type:
For Residential Projects Only: From List 2 (see back) give
Code of Structure-Type:
Net Loss/Gain of Dwelling Units
PLAN CHECK NO.
EST.VAL
PLAN CK DEPOSIT
VALID. BY ~
DATE 4+f
±22*-
2. PROJECT INFORMATION FOR OFFICE USE ONLY
Address Midi
LEGAL DESCRIPTION Lot No.SubdivisioriNa me/Number Unit No.Phase No.
CHECK BELOW IF SUbMl^JLU:
D 2 Energy Gales ET2Structural Calcs D 2 Soils Report D 1 Addressed Envelope
ASSESSOR'S PARCEL EXISTING USE PROPOSED USE
DESCRIPTION OF
SQ. FT.STORIE # OF BEDROOMS # OF BATHROOMS
3. UJNTAKJT FhRSONuTonierejit trom applicant)
NAME (last name first) I/ "
CITY c/&Y\ VitMf) STATE
^ ADDRESS
, ZIP CODE
M?r&
DAY TELEPHONE
4. APPLICAN1' ""D CONTRACTOR U AGENT FOR CONTRACTOR U OWNER ttTAGENT FOR OWNER
NAME (last name first) g)^^)^ ^J-^ ^7 ADDRESS
CITY STATE ZIP CODE DAY TELEPHONE
5. PROPERTY OWNER
NAME (last name first)
CITY
ADDRESS
STATE ZIP CODE DAY TELEPHONE
6. UUNTKAfJIUK
NAME (last name first) //.X. fc?
CITY fv(jJ<^tA STATE
* STATE UC. #
ADDRESS
ZIP CODE $ 2^7(04- DAY TELEPHONE
LICENSE CLASS CITY BUSINESS LIC. #
DESIGNER NAME {.last name first)
CITY STATE ZIP CODE
ADDRESS
DAY TELEPHONE STATE UC. #
7. WORKERS' COMPENSATION
Workers Compensation Declaration: I hereby affirm that I have a certificate of consent to self-insure issued by the Director of Industrial
Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified
by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C).
INSURANCE COMPANY POLICY NO.EXPIRATION DATE
Certificate otExemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner
so as to become subject to the Workers' Compensation Laws of California.
SIGNATURE DATE
8. OWNER-BUILDER DECLARATION
Uwner^Himder Declaration: I hereby attirm that I am exempt trom the Contractors License Law lor the following reason:
D 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.).
D 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).
D I am exempt under Section Business and Professions Code for this reason:
(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, commencing 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 [$500]).
SIGNATURE DATE
COMPLETE THIS SECTION FOR NON-RESIDENTIAL 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?
D YES D NO
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district?
D YES D NO
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site?
D YES D NO
IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT
HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT.
9. ODNSlltuCltoN LENDING AGENCY
1 hereby affirm that there is a construction lending agency tor the performance of the work tor which this permit is issued (Sec 30970J Civil (jodej.
LENDER'S NAME LENDER'S ADDRESS
1O. AFPL1CANI CliKTU-lCAnON
I certify that I have read the application and state that the aoove information is correct. 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 AGAmST AIJ, IIABIIITIES, JUDGMENTS, COSTS
AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SATO OTY IN CONSEQUENCE OF THE GRANTING OF TIDS 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 365 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 303(d) Uniform
APPLICANTS SIGNATURE A^ A* A/^l f'/fQ 7 DATE:
/ WHITE: File BELLOW: Applicant PINK: Finance
PERMIT APPLICATION
City of Carlsbad Building Department
2075 Las Palms Dr., Carlsbad, CA 92009 (619) 438-1161
1. FSKMlTrYPIi
From list 1 (see back) give code of Permit-Type:
ForJlesidential Projects Only: From List 2 (see back) give
Code of Structure-Type:
Net Loss/Gain of Dwelling Units
PLAN CHECK NO.
EST.VAL
PLAN CK DEPOSIT,
VAUD. BY
DATE
2. PROJECT INFORMATION FOR OFFICE USE ONLY
Address
Nearest Cross Street
Building or Suite No.
LEGAL DESCRIPTION No.Subdivision Name/Number Unit No.Phase No.
CHECK BELOW IF SUBMITTED:
Q 2 Energy Calcs D 2 Structural Gales D 2 Soils Report Q1 Addressed Envelope
ASSESSOR'S PARCEL EXISTING USE PROPOSED USE
DESCRIPTION OF WORK
SQ.FT.# OF STORIES # OF BEDROOMS # OF BATHROOMS
3. tJTJNTATjr PERSON [it ditierem trom applicant;
NAME (last name first)
CITY STATE
ADDRESS
ZIP CODE DAY TELEPHONE
4. APPLICANT fjUJNTKAClUK
NAME (last name first)
CITY
UAGhNI frUR CONIKACrCJR
ADDRESS
STATE ZIP CODE
U OWNtH U AGENT FOR OWNER
DAY TELEPHONE
5. PROPERTY OWNER
NAME (last name first)
CITY
ADDRESS
STATE ZIP CODE DAY TELEPHONE
0. CONTRACTOR
NAME (last name first)
CITY f M
ADDRESS
STATE C»A ZIP CODE c(~LO<.<f\ DAY TELEPHONE
STATE LIC. # "fc.cn ^g> 7 LICENSE CLASS CITY BUSINESS LIC. #
DESIGNER NAME (.last name IirstJ
CITY STATE
ADDRESS
ZIP CODE DAY TELEPHONE STATE LIC.
7. WORKERS COMPENSATION
Workers Compensation Declaration: I hereby affirm that I have a certificate or consent to sell-insure issued by the Director or Industrial
Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified
by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C).
INSURANCE COMPANY POLICY NO.EXPIRATION DATE
Certificate of Exemption: I certify that in the performance ot the work for which this permit is issued, I sTiaH not employ any person in any manner
so as to become subject to the Workers' Compensation Laws of California.
SIGNATURE DATE
8. OWNER-BUILDER DECLARATION
Owner-Builder Declaration: I hereby atnrm that I am exempt trom the Contractors ucense law lor the following reason:
D 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.).
D 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).
D I am exempt under Section _ Business and Professions Code for this reason:
(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 die Contractor's License Law (Chapter 9, commencing 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 [$500]).
SIGNATURE DATE
COMPLETE THIS SLL'i lUN NO-E flUILDlNG 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?
D YES D NO
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district?
D YES D NO
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site?
D YES D NO
IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT
HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT.
9. CUNSIKUC'IIOIM LEHDLNG AGENtJf
I hereby atnrm that thertfis a construcuon lending agency tor the pertormance ot the work lor which this permit is issued (Sec 3097(1) Civil Code).
LENDER'S NAME LENDER'S ADDRESS
1O. APPL1LAN1 L±KllrICAn(JN
1 certify that 1 have read the application and state that the above information is correct. I agree to comply witn all Uty 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 Ali UABOJITES, JUDGMENTS, COSTS
AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SATO CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.
OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construcuon 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 365 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 303(d) Uniform Building Code).
APPLICANTS SIGNATURE DATE:
WHITE: File YELLOW: Applicant PINK; Finance
EsGil Corporation
frofessional yfan gteview 'Engineers
DATE: 12/11/96 Q APPLICANT
JRJS.P a FIRE
JURISDICTION: Carlsbad a PLAN REVIEWER
a FILE
PLAN CHECK NO.: 96-2196 SET: II
PROJECT ADDRESS: 2350 Camino Vida Robles
PROJECT NAME: NELLCOR Racks
The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's *********** codes.
X] 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:
Date contacted: (by: ) Telephone #:
><] REMARKS: 1. Note on the plan that this project shall comply with Title 24 and 1994UBC. 2.
Note on the plan that no hazardous materials will be stored and/or used within the building
which exceed the quantities listed in UBC tables 3-D and 3-E. 3. Fire Department approval is
required 4. Note on the plan the minimum clearance between the racks and the existing building
columns, walls are 6".
By: David Yao Enclosures:
Esgil Corporation
n GA p CM D EJ D pc log tmsmtl.dot
9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576
EsGM Corporation
ProfessionatT Can Review 'Engineers
DATE: 11/25/96 a APPLICANT
JURIS. ZT> Q FIRE
JURISDICTION: Carlsbad Q PLAN REVIEWER
Q FILE
PLAN CHECK NO.: 96-2196 SET: I
PROJECT ADDRESS: 2350 Camino Vida Robles
PROJECT NAME: NELLCOR Rack
The plans transmitted herewith'have been corrected where necessary and substantially comply
with the jurisdiction's *********** codes.
The plans transmitted herewith will substantially comply with the jurisdiction's ********** 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.
X] 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:
Scott Cairns 5355 Mira Sorrento Place Suite 750 San Diego CA 92121
X 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:
Date contacted: (by: ) Telephone #:
REMARKS:
By: David Yao Enclosures:
Esgil Corporation
n GA Q CM D EJ D PC 11/15 trnsmtl.dot
9320 Chesapeake Drive, Suite 208 *• San Diego, California 92123 4- (619) 560-1468 4 Fax (619) 560-1576
Carlsbad 96-2196
11/25/96
GENERAL PLAN CORRECTION LIST
JURISDICTION: Carlsbad
PROJECT ADDRESS; 2350 Camino Vida Robles
DATE PLAN RECEIVED BY
ESGIL CORPORATION: 11/15
REVIEWED BY: David Yao
PLAN CHECK NO.: 96-2196
DATE REVIEW COMPLETED:
11/25/96
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,
1994 Uniform Building Code, the approval of the plans does not permit the violation of any
state, county or city law.
1. Please make all corrections on the original tracings and submit two new sets of prints to:
ESGIL CORPORATION.
2. 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.
t
3. 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?
Q Yes Q No
4. Only the storage racks are included in this plan review
5. Provide a statement on the Title Sheet of the plans that this project shall comply with
Title 24 and 1994UBC.
Carlsbad 96-2196
11/25/96
6. UBC Section 107.2 requires the Building Official to determine the total value of all
construction work proposed under this permit. Please provide a signed copy of the
designer's or contractor's construction cost estimate of all work proposed.
7. Provide a note on the plans indicating if any hazardous materials will be stored and/or
used within the building which exceed the quantities listed in UBC Tables 3-D and 3-E.
8. Obtain Fire Department approval for groups F, M and S occupancy storage per UBC
Sections 306.8, 309.8 and 311,8.
9. Provide a rack layout plan showing the location of all racks.
10. Indicate the clearance from the new racks to the existing building walls and building
columns per Section 1631.2.11. The clearance must be at least 3RJ8 times the
deflections of both the rack and the building.
11. Provide forklift protection per Section 2231.5.
12. Include the 25% increase in vertical loading for impact per Section 2237.2. Or noted on
the plan "hand stack"
13. Recheck all connections on sheet 1 and 2 as follows:
a) Provide calculations for all beam to bracket weld capacities per Section 2330
(allowable weld stress is the member thickness times 26 ksi times 1.33, or the
weld stress, whichever is lower).
b) Check the bracket maximum weak axis moment. The bracket moment at the
bottom of the beam is M = 2.25"C - 1.5"P3, where C = P} + P2 + P3.
c) Increase the moments by the PA effects, or provide a complete frame analysis for
combined vertical load fixed-end moments plus seismic.
14. Recheck the base plate with the higher loading from comment 17 above. Include
calculations for the base plate thickness due to the longitudinal base plate moment.
i
15. Indicate the safety pin size and verify it is adequate for the 1000#load. Section 2236.1.
16. Recheck the base plate anchors as follows:
a) Check the transverse seismic for overturning with only the top shelf loaded with
the force acting through the center of gravity of the top load per Section 2237.7.
b) It appears special inspection may be required for the expansion anchors based on
the tension values in the bolts.
17. Provide calculations for the column weak axis bending plus axial for transverse seismic
loading. The axial load is the maximum compression load at the base from vertical plus
seismic overturning. The column moment will probably be maximum for the lateral load
from the base plate to the first diagonal brace (not only to the first horizontal member).
Carlsbad 96-2196
11/25/96
18. Check the slab stress for the maximum transverse overturning axial load. Show the slab
thickness on the plans per the calculations. Check the maximum slab stress under the
base plate per Section 1915.4.2.
19. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake
Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to
perform the plan review for your project. If you have any questions regarding these plan
review items, please contact David Yao at Esgil Corporation. Thank you.
Carlsbad 96-2196
11/25/96
VALUATION AND PLAN CHECK FEE
JURISDICTION: Carlsbad PLAN CHECK NO.: 96-2196
PREPARED BY: David Yao DATE: 11/25/96
BUILDING ADDRESS: 2350 Camino Vida Robles
BUILDING OCCUPANCY: S-l TYPE OF CONSTRUCTION: IIMhr
BUILDING PORTION
rack
Air Conditioning
Fire Sprinklers
TOTAL VALUE
BUILDING AREA
• (ft.2)
VALUATION
MULTIPLIER
VALUE
.. ($)
20,000.00
(per city)
Eg| 1991 UBC Building Permit Fee G Bldg. Permit Fee by ordinance: $ 216.00
1^1991 UBC Plan Check Fee G Plan Check Fee by ordinance: $ 140.40
iType of Review: G Complete Review G Structural Only G Hourly
G Repetitive Fee Applicable G Other:
Esgil Plan Review Fee: $ 112.32
Comments:
Fire Services Review:
G Fire Alarm
G Complete Review
G Other:
G Suppression System
Esgil Fire Services Review Fee:
Comments:
$
Sheet 1 of 1
macvalue.doc 5196
City of Carlsbad
Engineering Department
DATE:
BUILDING PLANCHECK CHECKLIST
PLANCHECK NO.:CB
BUILDING ADDRESS: JJ,
PROJECT DESCRIPTION:
ASSESSOR'S PARCEL NUMBER:
ENGINEERING DEPARTMENT
APPROVAL
EST VALUE:
DENIAL
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. Please review
carefully att comments attached, as failure to comply
with instructions in this report can result in
suspension of permit to build.
D A Right-of-Way permit is required prior to
construction of the following improvements:
Please see the attached report of deficiencies
marked with D. Make necessary corrections to plans
or specifications for compliance with applicable
codes and standards. Submit corrected plans and/or
specifications to this office for review.
By:
By:
By:
Date:
Date:
Date:
;FOR OFFICIALESE !QNU¥;
ENGINEERING:AUTHORIZATION:TO!]SSUEBUILDING;PERMIT::
ATTACHMENTS
D Dedication Application
D Dedication Checklist
U Improvement Application
D Improvement Checklist
D Future Improvement Agreement
D Grading Permit Application
D Grading Submittal Checklist
D Right-of-Way Permit Application
rj Right-of-Way Permit Submittal Checklist
and Information Sheet
D Sewer Fee Information Sheet
\\LASPAUMS\SYSVLIBf^Y\ENGWORDkDOCShCHKLSTOi4dng Ptadwck CWrt BP0001 Fom hM.dOC
ENGINEERING DEPT. CONTACT PERSON
Name: Michele Masterson
Address:
Phone:
City of Carlsbad
2075 Las Palmas Dr., Carlsbad, CA 92009
(619)438-1161. ext. 4315 _
A-4
2O75 Las Palmas Dr. • Carlsbad, CA 92OO9-1576 • (619) 438-1161 • FAX (619) 438-O894
BUILDING PLANCHECK CHECKLIST
SITE PLAN
rj Q 1 . Provide a fully dimensioned site plan drawn to scale. Show:
A. North Arrow D. Property Lines Easements
B. Existing & Proposed Structures E. Easements
C. Existing Street Improvements F. Right-of-Way Width & Adjacent Streets
Q Q 2. Show on site plan:
A. Drainage Patterns
B. Existing & Proposed Slopes
C. Existing Topography
Q Q 3. Include note: "Surface water to be directed away from the building foundation at
a 2% gradient for no less than 5' or 2/3 the distance to the property line
(whichever is less)." [Per 1985 UBC 2907(d)5]
On graded sites, the top of any exterior foundation shall extend above the
elevation of the street gutter at point of discharge or the inlet of an approved
drainage device a minimum of 12 inches plus two percent." [Per 1990 UBC
2907(d)5]
Q Q 4. Include on title sheet:
A. Site address
B. Assessor's Parcel Number
C. Legal Description
For commercial/industrial buildings and tenant improvement projects, include:
total building square footage with the square footage for each different use,
existing sewer permits showing square footage of different uses (manufacturing,
warehouse, office, etc.) previously approved.
EXISTING PERMIT NUMBER DESCRIPTION
Page 1 of 4
Q:\LIBRARY\eNQ\WORD\DOCS\CHKLST\BUUne PUnchKk CUtt BPQ001 Farm M*.doc
BUILDING PLANCHECK CHECKLIST
DISCRETIONARY APPROVAL COMPLIANCE
5. Project does not comply with the following Engineering Conditions of approval
for Project No.
Conditions were complied with by:
DEDICATION REQUIREMENTS
Date:
6. Dedication for all street Rights-of-Way adjacent to the building site and any
storm drain or utility easements on the building site is required for all new
buildings and for remodels with a value at or exceeding $ ,
pursuant to Code Section 18.40.030.
Dedication required as follows:
Dedication required. Please have a registered Civil Engineer or Land Surveyor
prepare the appropriate legal description together with an 8 Y*" x 11" plat map
and submit with a title report. All easement documents must be approved and
signed by owner(s) prior to issuance of Building Permit. Attached please find an
application form and submittal checklist for the dedication process. Provide the
completed application form and the requirements on the checklist at the time of
resubmittal.
Dedication completed by:Date:
IMPROVEMENT REQUIREMENTS
7a. All needed public improvements upon and adjacent to the building site must be
constructed at time of building construction whenever the value of the
construction exceeds $ ; , pursuant to Code Section 18.40.040.
Public improvements required as follows:
Please have a registered Civil Engineer prepare appropriate improvement plans
and submit them together with the requirements on the attached checklist for a
separate plancheck process through the Engineering Department. Improvement
plans must be approved, appropriate securities posted and fees paid prior to
issuance of permit.
Attached please find an application form and submittal checklist for the public
improvement requirements. Provide the completed application form and the
requirements on the checklist at the time of resubmittal.
Improvement Plans signed by:Date:
Page 2 of 4
G:\LIBRARY\ENetWORO\OOCS\CHKLST\BuildlnB Pttncheck CMM BPD001 Form hM.doc
BUILDING PLANCHECK CHECKLIST
j«t/ o"^ 3"^
Q Q Q 7b. Construction of the public improvements may be deferred pursuant to Code
Section 18.40. Please submit a recent property title report or current grant deed
on the property and processing fee of $ _ so we may prepare
the necessary Future Improvement Agreement. This agreement must be signed,
notarized and approved by the City prior to issuance of a Building permit.
Future public improvements required as follows: _
Improvement Plans signed by: Date:
Q Q Q 7c. Enclosed please find your Future Improvement Agreement. Please return
agreement signed and notarized to the Engineering Department.
Future Improvement Agreement completed by:
Date:
Q 7d. No Public Improvements required. SPECIAL NOTE: Damaged or defective
improvements found adjacent to building site must be repaired to the satisfaction
of the City Inspector prior to occupancy.
GRADING PERMIT REQUIREMENTS
The conditions that invoke the need for a grading permit are found in Section
11.06.030 of the Municipal Code.
Q Q Q 8a. Inadequate information available on Site Plan to make a determination on
grading requirements. Include accurate grading quantities (cut, fill import,
export).
Q Q Q 8b. Grading Permit required. A separate grading plan prepared by a registered Civil
Engineer must be submitted together with the completed application form
attached. NOTE: The Grading Permit must be issued and rough grading
approval obtained prior to issuance of a Building Permit.
Grading Inspector sign off by: Date:
Q 8c. No Grading Permit required.
Page 3 of 4
aUJBRARY\ENQtVKKDUX>CSlCHKLSTOuil<fna PtonchM* CMM BP0001 Fom MM.doc
BUILDING PLANCHECK CHECKLIST
MISCELLANEOUS PERMITS
Q Q
Q Q
Q G
9.A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or
private work adjacent to the public Right-of-Way. Types of work include, but are
not limited to: street improvements, trees, driveways, tieing into public storm
drain, sewer and water utilities.
Right-of-Way permit required for
A separate Right-of-Way permit issued by the Engineering Department is
required for the following:
10. A SEWER PERMIT is required concurrent with the building permit issuance. The
fee is noted in the fees section on the following page.
11. INDUSTRIAL WASTE PERMIT is required. Applicant must complete Industrial
Waste Permit Application Form and submit for City approval prior to issuance of
a Permit.
Industrial Waste permit accepted by:
Date:
12. NPDES PERMIT
Complies with the City's requirements of the National Pollutant Discharge
Elimination System (NPDES) permit. The applicant shall provide best
management practices to reduce surface pollutants to an acceptable level prior
to discharge to sensitive areas. Plans for such improvements shall be approved
by the City Engineer prior to issuance of grading or building permit, whichever
occurs first.
Page 4 of 4
O:\LIBRARY\ENO\WORD\DOCaCHKLSnBdU>« PkncMck CUtl SP0001 FonnMM.doc
D D
D D
PLANNING DEPARTMENT
BUILDING PLAN CHECK REVIEW CHECKLIST
Plan Check No. GB
Planner OftJ
APN: _
?2J\f\Address -Z3SD
Phone (61 91 438-1161, extension
Type of Project and Use: _e j"t { I S"""
"PM Facilities Management Zone: S
(If property in, complete SPECIAL TAX CALCULATION WORKSHEET provided by Building
Department.)
Leoend
x Item Complete
Item Incomplete - Needs your action
Environmental Review Required: YES
DATE OF COMPLETION:
Compliance with conditions of approval? If not, state conditions which require action.
Conditions of Approval
Discretionary Action Required:
APPROVAL/RESO. NO.
PROJECT NO.
YES NO
_ DATE
OTHER RELATED CASES:
Compliance with conditions or approval? If not, state conditions which require action.
Conditions of Approval
F] F] . Coastal Zone Assessment/Compliance
Project site located in Coastal Zone? YES
If NO, proceed with checklist; if YES, proceed below.
Determine status (Exempt or Coastal Permit Required):
H Exempt, proceed with checklist; if Coastal Permit required, hold building permit until Coastal
Permit issued.
Coastal Permit Determination Form already completed? YES NO
tf NO, complete Coastal Permit Determination Form now.
Coastal Permit Determination Log #:
Follow-Up Actions:
1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum
Floor Plans).
2) Complete Coastal Permit Determination Log as needed.
Q Q Inclusionary Housing Fee required: YES NO
(Effective date of Inclusionary Housing Ordinance - May 21, 1993.)
Site Plan:
Q 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.
dl O 2. Provide legal description of property and assessor's parcel number.
I
Zoning:
Q 1. Setbacks: ,/A
Front:
Int. Side:
Street Side:
Rear:
QO 2. Lot Coverage:
3. Height:
4. Parking:
DkD [Q] Additional Comments
Required
Required
Required
Required
Required ^
Required
aces Required
aces Required
^— \ ^^
f\AaJ»<L_ ^U
^/n Shown
7J Shown
I Shown
1 Shown
*r Shown
N/fy- Shown
//P/A> Shown
_J — Shown
J>1J> *T p\UtJcr ^TTO^fVd ^
&
OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER oKQ DATE
City of Carlsbad 96350
Fire Department • Bureau of Prevention
Plan Review: Requirements Category: High Piled Combustible Storage
Date of Report: Wednesday, November 27, 1996 Reviewed by: ^
0 |6^ a
Contact Name Scott Cairns
Address 5355 Mira Sorrento PI Ste 750
City, State San Diego CA 92121
Bldg. Dept. No. CB96-2196 Planning No.
Job Name Nellcor Phil Rack
Job Address 2350 Gamino Vida Robte Ste. or Bldg. No.
E3 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 modifica-
tions, must be reviewed by this office to insure continued conformance with
applicable codes. 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.
CD Disapproved - Please see the attached report of deficiencies. Please make corrections to
plans or specifications necessary to indicate compliance with applicable
codes and standards. Submit corrected plans and/or specifications to this
office for review.
For Fire Department Use Only
Review 1st 2nd 3rd
Other Agency ID
CFD Job# 96350 File*
2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121
BY G. OHANIAN
"DATE n-*-96
SUBJECT
RACK DESIGN & ENGINEERING CO
3786 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(818)957-2980 FAX:(818)957-8603
SHEET NO. 1
JOB NO. RD-2177
STRUCTURAL CALCULATIONS OF
STORAGE RACKS FOR:
NELLCOR
23 5O CAMINO VI DA ROBLES
CARLSBAD, CA.
PER BC 1 994 EDITION
SEISMIC DESIGN OF RACKS BASED ON
3000 # / LEVEL 9 PALLET RACKS
500 # / PALLET & FLOW RACKS
REF: CALCS. 1 THRU 1 1
DRAWINGS: RD-2177
' SH. r & '1
BY .G. OHANIAN
DATE 11-4-96
SUBJECT
RACK DESIGN & ENGINEERING CO.
3786 LA CRESCENTA AVE.( SUITE 204
GLENDALE, CA. 91208
TEL:(818)957~2980 FAX:(818)957-8603
SHEET NO. 2
JOB HO. RD-2177
TYPICAL FRONT VIEW SIDE VIEW SINGLE SIDE VIEW BACK/BACK
LH 551 BEAM
1 3/4",,
x-t-0.07"
2 3/4'
- x
CHECK FOR 3000 # / LEVEL
1500 #/ BEAM
lx=3.36
Fv =50KSI>
M=9£VL5 = 18.0*
8
Q - 18.0 - finS~ - -bo
BY G. OHANIAN
DATE " 11-^-96
SUBJECT
RACK DESIGN Sc ENGINEERING CO
3786 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(818)957-2980 FAX:(818)957-8603
SHEET NO.
JOB NO. RD-2177
SEISMIC DESIGN
Rw Z=.4
1=1
C=2.75
Rw=8
Rw=6
W=D.L
ZONE 4
LONGIT. DIR. (MOM. CONN.)
TRANSV. DIR. (BRACED)
LOAD PER COLUMN
P= 1x3,0 =3i0K
2
W=.1 +3.0 =3.1*
D.L LL.
V= .4x1x2.75x5.1 -
8
V= .4x1x2.75x5.1 _
6
V= 2x.57 = 1.14K
.57
BASE SHEAR PER COLUMN LONGITUDANAL DIRECTION
BASE SHEAR PER COLUMN TRANSVERSE DIRECTION
BASE SHEAR PER FRAME TRANSVERSE DIRECTION
LONGIT. SEISMIC
5.7
5.7
11.3
.42'11.3
BY G. OHANIAN
DATE ' 11-4-96
SUBJECT
RACK DESIGN & ENGINEERING CO.
3786 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(81B)957-2980 FAX:(B18)957-8603
SHEET NO.
JOB NO. RD-2177
.COLUMN ANALYSIS
(LU75 COLUMN)
X ••«
A=.785
lx = 1.192
Sx=.795
rx=1.22
KSI
FY=50
ly = .917
Sy=.585
r =1.08
_ 54 _
= 123.7
C KSI
= 44'95
•"n ~'e
Max=Sx.li=:23.8 Pn=FnxA = 35.P =-QKQ 1.92 = 18 3
DEFLECTION @ 1st LEVEL .5"
PA = 3.1X.50 = 1.5 "'
PA + M = 1 1.3 + 1.5 = 12.8
COMBINED' STRE:SS_RATIO
. -Li ,_~12.8 _
Pa Mox 18.3 23.8
BASE PLATE
ANCH. TENSION =-12.8 -(3.1x3")
ANCHOR SHEAR =.42
6"
= .21
= .58
USE (2)-1/2"0 ANCHOR BOLTS
PER BASE PLATE, 3" EMB.
3.1
12.8
0 0
,00!
10 91
0 0
0 0
7 3/4"
BASE PLATE
BY G. OHANIAN
DATE 11-4-96
SUBJECT
RACK DESIGN & ENGINEERING CO
3786 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA, 91208
TEL:(81B)957-2980 FAX:(818)957-8603
SHEET NO. 5
JOB NO. RD-2177
MOMENT AT BEAM CONNECTION
M =-11'5+5-7 = 8.5+1.5=10.0
i 2
USE 2 PIN CONNECTOR
ALL LEVELS TYP.
BEARING CAPACITY OF COL. HOLE
.43x.09x1.0x65 = 2.5
ia = SoX26X1.33 =1.3X.07X5.252/6X26X1.33=14.5 K
weld weld
8.5
5.7
8.5
11.3
7/1 6"0 RIVET A = .095 Fy = 79
Va= .095x79x.4 = 3.0 K
7/16"* RIVET _/
A5TM A354-79
Ma = 2.5x4"x1.33 = 13.3
BY G. OHANIAN
DATE 11-4-96
SUBJECT
RACK DESIGN & ENGINEERING CO
3786 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91200
TEL:(818)957-2980 FAX:(818)957-8603
SHEET NO. 6
JOB NO. RD-2177
TRANSVERSE SEISMIC
MOT= 1.14x108"x.6X1. 15=85.
"= 130.2
NO UPLIFT
(2) 1/2*0 ANCHOR BOLTs PER BASE PLATE OK.
LOAD TO DIAGONAL
= 1.14x18.= 1.57
42
FY=5Q
A = .31 '
rx=.4B
Q = ,74
L= 58"
KSI
Fa ~ 12.04
KS!
BOTH SIDES TYP
_CHECK WELDS
1/8" WELD 1" LONG EACH SIDE (2" TOTAL)
2"x.125x.707x70x.3 = 3.6K
SEC. B-B
BY .G. OHANIAN
DATE 11-4-96
SUBJECT
RACK DESIGN & ENGINEERING CO
3786 LA CRESCENTA AVE.. SUITE 204
GLENDALE, CA. 91208
TEL:(818)957-2980 FAX:(818)957-8603
SHEET NO. 7
JOB NO. RD-2177
102*60' „ 60"60" 60"
TYPICAL FRONT VIEW SIDE VIEW
C4x5.4 BEAM
X~- X
CHECK FOR 1000 #/ BEAM
lx —3.85
Ow ™"" I » J v
Fy —50
II ' I
30 = .43
BY G. OHAN1AN
DATE H-4-96
SUBJECT
RACK DESIGN & ENGINEERING CO.
3786 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(818)957-2980 FAX:(818)957-8603
SHEET NO. 8
JOB NO. RD-2177
SEISMIC DESIGN
Rw Z=.4
1=1
C = 2.75
Rw=8
Rw=6
W=D.L+LL
ZONE 4
LONGIT. DIR. (MOM. CONN.)
TRANSV. DIR. (BRACED)
LOAD PER COLUMN
= 2x1.0 = 2.0
W=.1 +2.0 =2.1
D.L LL
V= .4x1x2.75x2.1 -
8
v= .4x1x2.75x2.1 -
6
V= 2x.38= .76K
.29
,38
BASE SHEAR PER COLUMN LONGITUDANAL DIRECTION
BASE SHEAR PER COLUMN TRANSVERSE DIRECTION
BASE SHEAR PER FRAME TRANSVERSE DIRECTION
LQNG1T. SEISMIC
.15
14'7.0
7.0
.90
.29 ,90
BY pG. OHANIAN
DATE I' -4'-96
SUBJECT
RACK DESIGN & ENGINEERING CO
•'-.• 3786 LA CKESCENTA AVE., SUITE 204
GLENDALE. CA. 91208
TEL:(618)957-2980 FAX:(818)957-8603
SHEET NO.
JOB"NO." RD-2177
COLUMN ANALYSIS
(C3X4.1 COLUMN)
A=1.0
lx=1.56
Sx=1.04
rx=1.25
FY=50
ly=.16
Sy =.18
ry=.41
KSI
KJ- _93__443
rx " 1..25 "f4--.Fa=19.4 KSI
= 19.4
DEFLECTION @ 2nd LEVEL 1.0'
PA = 1.1X1.0 = 1.1 "K
PA + M = 7.0 + 1.1 '= 8.1
COMBINED STRESS RATIO
P . M . 1.1 .8.1
Pa+ Max" 19.4 +31.2
BASE PLATE
ANCH. TENSION = 0
ANCHOR SHEAR =
2,1
.29 = .15
USE (2)-1/2"0 ANCHOR BOLTS
PER BASE PLATE, 3" EMB.,
lo o
o o
o o
5 1/2"
7"
7"x5"x3/8"
BASE PLATE
BY , G. OHANIAN
DATE 11-4-96
SUBJECT
RACK DESIGN & ENGINEERING CO
3786 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(818}957-2980 FAX:(818)957-8603
SHEET NO.10
JOB NO. RD-2177
MOMENT AT BEAM CONNECTION
M = - , = 4.0+1.0=5.0
1 2
USE 2 BOLT CONNECTOR
ALL LEVELS TYP.
1/2"0 GR 5 BOLT
Va = 4.0 K
2. EtOLT CQNNECTQB
Ma = 4.0x4"x1.33 = 21.3
CONN.
TH'K-V16"
BY G. OHANIAN
DATE 11-A-96
SUBJECT
'RACK DESIGN & ENGINEERING CO.
3786 LA CRESCENTA AVE., SUITE 204
GLENDALE, CA. 91208
TEL:(818)957~2980 FAX:(B18)957-8603
SHEET NO. 1 1
JOB NO. RD-2177
LOAD TO DIAGONAL
P=,76x £5.= .82
60
KSIFY=50
A=.285
rx =.46
L= 65"
Fn = 7.51
Pa = 2.14
KSI
3 SIDES TYP
-r
CHECK WELDS
1/8" WELD 3" LONG EACH END
3x.l25x.707x70x.3 = 5.5K