HomeMy WebLinkAbout2283 COSMOS CT; ; CB004760; Permit01/30/2001
City of Carlsbad
1635 Faraday Av Carlsbad, CA 92008
Commercial/Industrial Permit Permit No
Building Inspection Request Line (760) 602-2725
CB004760
Job Address
Permit Type
Parcel No
Valuation
Occupancy Group
Project Title
01/30/2001
2283 COSMOS CT CBAD
Tl Sub Type
2130504300 Lot#
$54,71200 Construction Type
Reference #
NEXT PROTEINS COMMERCIAL Tl
COMM
0
NEW
OFFICE-494SF/WAREHOUSE-OFFICE1954SF
Applicant
STEVE HAWKINS
1025 F STREET
SAN DIEGO CA 92101
619-232-7700
Status
Applied
Entered By
Issued
Inspect Area
ISSUED
12/15/2000
CB
Plan Approved
01/30/2001
Owner
GERRY REVOCABLE LIVING TRUST 08-06-96
2033 SHIPWAY LN
NEWPORT BEACH CA 92666213 01/30/01 0002 03
CGP
Total Fees $2,685 47 Total Payments To Date $275 75 Balance Due $2,409 72
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
Reel Water Con Fee
$424 23 Meter Size
$0 00 Add'l Reel Water Con Fee
$275 75 Meter Fee
$0 00 SDCWA Fee
$0 00 CFD Payoff Fee
$1149 PFF
$0 00 PFF (CFD Fund)
$0 00 License Tax
$0 00 License Tax (CFD Fund)
$0 00 Traffic Impact Fee
$0 00 Traffic Impact (CFD Fund)
$0 00 LFMZ Transportation Fee
$0 00 PLUMBING TOTAL
$0 00 ELECTRICAL TOTAL
$0 00 MECHANICAL TOTAL
Master Drainage Fee
$0 00 Sewer Fee
$0 00 Redev Parking Fee
TOTAL PERMIT FEES
$000
$000
$000
$000
$995 80
$91920
$000
$000
$000
$000
$000
$000
$3500
$2400
$000
$000
$000
$2,68547
Inspector
FINAL APPROVAL
Date Clearance
NOTICE Please take NOTICE that approval of your project includes the Imposition" of fees, dedications reservations or other exactions hereafter collectively
referred to as "fees/exactions" You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them, you must
follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for
processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack,
review, set aside, void, or annul their imposition
You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy
changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any
fees/exactions of which you have previously been given a NOTICE similar to this or as to which the statute of limitations has previously otherwise expired
PERMIT APPLICATION
»
CITY OF CARLSBAD BUILDING DEPARTMENT
1635 Faraday Ave , Carlsbad, CA 92008
FOR OFFICE USE ONLY
PLAN CHECK
EST VAL <
Plan Ck Deposit
Validated By (" l
Date / ? // <T 70-t)
"2-1 ST . "7 j
.
&&?,
Address (include Bldg/Suite Business Name (at this address)
Legal Description Lot No Subdivision' Name/Ntfmber Unit N Phase No Total # of units
Assessor's Parcel #
1BJAMT
Existing Use Proposed Use_ALfA-/V/A-
Description of Work
jp CONTACT PERSON'
SO FT #of Stories
Name Address City State/Zip
13 ^APPLiCANT Q Contractor."- Q Agent for Contractor <[3 Owner i^JAgent:for Owner
'^~" H&flfaltfi. A/A. HAWUah&WM/kJMS J&U/T&3S, /£>&>
Telephone Fax #
Name '
PROPERTYJJW'NER •
Address City
Address
,5 , tlCONTRAClOilV:: COMPANY NAME
(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 Li&gpl)
S^rf^/^f) & CLf~^t23~tt~T<. ll)/1 ^7*2-r-7/~l /VM tel'Tt'A/1 X**7" / //Cr"7~A " ""tJDOJx <tf rTLJlrx&L I? ItJUi £s*7/.L) m\Jy l-cs^U L*>l~,- Uli/J\\
Name
State License # .J
Address
License Class
City ' State/Zip
City Business License # //if •
J/
Telephone!?
Designer Name
State License # OY\ ,
Address City Telephone
6~\ ,:::rWORKERS|;cbMPENSATION ii JSC" A>- . ... ':..'".'i': ";...,..:. J" ... "" " :'":5" :'"7
Workers' Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations
0^ 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
of the work for which this permit is issued
n 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
issued My worker's compensation insurance carrier and policy number are . ___ I
Policy No 333-3*fS-QQ Expiration Date /<3///2Insurance Company
(THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) '
l~) CERTIFICATE OF EXEMPTION I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as
to become subject to the Workers Compensation Laws of California
WARNING Failure to secy^workers compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to one hundred
thousand dollars($lp0J£tf0) irCadditinn.tg the^p^t of compensation damages as provided for in Section 3706 of the Labor code interest and attorney s fees
SIGNATURE ~^^J\J^^^^Z~- • K^ _ DATE I
'7 :N ~^ ' ~ ' ' '
I hereby affirm that I arn exempt from the Contractor's License Law for the following reason
(__1 \II 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)
l~l 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)
l~l I am exempt under Section _ Business and Professions Code for this reason
1 I personally plan to provide the major labor and materials for construction of the proposed property improvement fJD YES F~lNO
2 I (have / have not) signed an application for a building permit for the proposed work
3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number)
4 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 / address / phone
number / contractors license number) __ __^ _ ____ _
5 I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type
of work) __ __
PROPERTY OWNER SIGNATURE DATE
iCOMPLEtE THIS SECTION FOR WdW-fl£SO>eV7Mi BUILDING PJRMITS ONtW " ;:£ '' ^"''SMK^^l '"."'•".: ..- ' vj::": "=" ' ' •(
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? Q YES "S NO
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district' [TJ YES 'p^ NO
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? d YES TjQ» 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
I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(0 Civil Code)
LENDER S ADDRESSLENDER'S NAME
9 :f APPLICANT CERTIFJCATiONBL * ""'*IN'a : ....... ~S. """" "" ". ~ " " ........ • ' '""'" """"""• ...... .""'" '
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 fdr 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 noU59mmeji(ced mnhm WiO days frmn 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 c/mijjie^gd/fo/ a/penop of 180 d//s (Section 106 4 4 Uniform Building Code)
APPLICANT'S SIGNATURE DATE
WHITE File YELLOW Applicant PINK Finance
City of Carlsbad
Final Building Inspection
Dept: Building Engineering Planning CMWD St Lite Eire
Plan Check #
Permit #
Project Name
Address
Contact Person
Sewer Dist
Inspected
Bv 7#t .
Inspected
Bv
Inspected
Bv
Comments
CB004760
NEXT PROTEINS COMMERCIAL Tl
OFFICE-494SF/WAREHOUSE-OFFICE1954SF
2283 COSMOS CT
RYAN Phone 6195204927
CA Water Dist CA
^) Date -/ /
Date
Inspected
Date
Inspected
Date
Permit Type
Sub Type
Lot 0
Approved
Approved
Approved
03/26/2001
Tl
COMM
— -"
Disapproved
Disapproved
Disapproved
City of Carlsbad Bldg Inspection Request
For 03/26/2001
Permit# CB004760
Title NEXT PROTEINS COMMERCIAL Tl
Description OFFICE-494SF/WAREHOUSE-OFFICE1954SF
Inspector Assignment TP
Type Tl Sub Type COMM
Job Address 2283 COSMOS CT
Suite Lot 0
Location
APPLICANT STEVE HAWKINS
Owner PISARIKCETAL
Remarks
Phone 6195204927
Inspector
Total Time Requested By RYAN
Entered By CHRISTINE
CD Description Act Comments
19 Final Structural /)r
29 Final Plumbing
39 Final Electrical
49 Final Mechanical
Associated PCRs
PCR01048 ISSUED
Inspection History
Date
02/16/2001
02/15/2001
02/07/2001
02/07/2001
02/07/2001
02/02/2001
01/31/2001
01/31/2001
01/31/2001
Description
89 Final Combo
14 Frame/Steel/Boltmg/Weldmg
14 Frame/Steel/Bolting/Weldmg
34 Rough Electric
44 Rough/Ducts/Dampers
17 Interior Lath/Drywall
14 Frame/Steel/Bolting/Welding
16 Insulation
34 Rough Electric
Act
CO
NR
CO
AP
AP
AP
AP
AP
AP
Insp
TP
TP
TP
TP
TP
TP
TP
TP
TP
Comments
NOT COMP
T-CEIL PHS 1 (TERM
CEIL LITES PHS 1
RE-LOC DUCTS PHS
PHS I
END WIRES)
1
EsGii Corporation
In Partnership >Mth Government for Building Safet>
DATE 1/11/01 a AEEUCANT
JURISDICTION City of Carlsbad a PLAN REVIEWER
a FILE
PLAN CHECK NO OO-4760 SET II
PROJECT ADDRESS 2283 Cosmos Court
PROJECT NAME Next Proteins - TI
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 in the remarks 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
XI The items transmitted in the reemarks herewith are 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
XI The applicant's copy of the check list has been sent to
Steve Hawkins AIA
1025 F Street, San Diego, Ca 92101
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 Steve Hawkins AIA Telephone # 619-232-7700
Date contacted /)>L,/O, (by fa*) Fax # 619-232-7770
Mail -Telephone Fax ^/ In Person
[XI REMARKS The revised sheet A1 1 shows the addition of a double sink at what was the door to
the wash room, please provide plumbing plans This cabinet does not allow the required 18" at
the strike side of the door Please have the electrical engineer complete and sign the LTG forms
By Doug Moody Enclosures
Esgil Corporation
D GA D MB D EJ D PC 1/5/01 trnsmtldot
9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 * (858)560-1468 * Fax (858) 560-1576
. EsGil Corporation
In Partnership with Government for Building Safety
DATE 1/26/01 a APPLICANT
JURISDICTION City of Carlsbad a PLAN REVIEWERa FILE
PLAN CHECK NO 00-4760 SET III
PROJECT ADDRESS 2283 Cosmos Court
PROJECT NAME Next Proteins - TI
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 in the remarks 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 ) Fax #
Mail Telephone Fax In Person
!X] REMARKS Applicant to remove and replace the revise sheet A1 1 to the City held sets
By Doug Moody Enclosures
Esgil Corporation
D GA D MB D EJ D PC 1/18/01 trnsmtldot
9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576
I
I
EsGil Corporation
In Partnership with Government for Building Safety
DATE 12/29/00 OAEEJJCANT
JURISDICTION City of Carlsbad LJ HLAN'REVIEWER
a FILE
PLAN CHECK NO 00-4760 SET I
PROJECT ADDRESS 2283 Cosmos Court
PROJECT NAME Next Proteins-TI
I I The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes
I I 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
[X] The applicant's copy of the check list has been sent to
Steve Hawkins AIA
1025 F Street, San Diego, Ca 92101
I I Esgil Corporation staff did not advise the applicant that the plan check has been completed
XI Esgil Corporation staff did advise the applicant that the plan check has been completed
Person contacted Steve Hawkins AIA (V-M.} Telephone # 619-232-7700
Date 8S&8SFhri<\re» (by &K) Fax # 619-232-7770
Mail -^ Telephone-^ Fax ~* In Person
REMARKS
By Doug Moody Enclosures
Esgil Corporation
D GA D MB D EJ D PC 12/20/00 trnsmtldot
9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 * (858)560-1468 + Fax (858) 560-1576
City of Carlsbad 00-4760
12/29/OO
PLAN REVIEW CORRECTION LIST
TENANT IMPROVEMENTS
PLAN CHECK NO OO-476O
OCCUPANCY B/ S-2
TYPE OF CONSTRUCTION VN
ALLOWABLE FLOOR AREA
SPRINKLERS'? YES
REMARKS
DATE PLANS RECEIVED BY
JURISDICTION 12/15/00
DATE INITIAL PLAN REVIEW
COMPLETED 12/29/00
JURISDICTION City of Carlsbad
USE Office/ Warehouse
ACTUAL AREA 1954
STORIES 2
HEIGHT
OCCUPANT LOAD 22
DATE PLANS RECEIVED BY
ESGIL CORPORATION 12/20/00
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, i.e.. 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 00-476O
12/29/OO
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 Please note on the plans "AC Cable is not allowed 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" Per City of
Carlsbad
2 Please provide construction details to show the new guardrail and handrail to
comply with sections 509 and 1003 3 3 6 of the UBC
3 Please provide construction details for the new soffits in the lobby
4 Please revise the detail for the full height partition wall to show the type, spacing
and ICBO # of the attachment to the concrete slab
5 Please revise the detail for the construction of the new hard-lid ceilings in the
rated and non-rated hallways and office # 132 to show the size, type spacing
and of the ICBO# of the ceiling joists
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 list9
Please indicate
Yes a No a
City of Carlsbad OO-476O
12/29/OO
The jurisdiction has contracted with Esgil Corporation located at 9320
Chesapeake Drive, Suite 208, San Diego, California 92123, telephone number of
858/560-1468, 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 00-4760
12/29/00
VALUATION AND PLAN CHECK FEE
JURISDICTION City of Carlsbad
PREPARED BY Doug Moody
BUILDING ADDRESS 2283 Cosmos Court
PLAN CHECK NO" OO-4760
DATE 12/29/00
BUILDING OCCUPANCY B/S-2 TYPE OF CONSTRUCTION VN
BUILDING
PORTION
Tl
Air Conditioning
Fire Sprinklers
TOTAL VALUE
Jurisdiction Code
AREA
(Sq Ft)
1954
cb
Valuation
Multiplier
2800
By Ordinance
1994 UBC Building Permit Fee ^
Reg
Mod
VALUE ($)
54,712
54,712
42420
1994 UBC Plan Check Fee
Type of Review
I I Repetitive Fee
' Repeats
0 Complete Review D Structural Only
Q Other
D Hourly
Esgil Plan Review Fee
Comments
27573
220 58
Sheet 1 of 1
macvalue doc
PLANNING/ENGINEERING APPROVALS
PERMIT NUMBER CB U-O DATE 12^-ZLg -Q CD
ADDRESS 2.2.%-z,CT
RESIDENTIAL
RESIDENTIAL ADDITION MINOR
« $10,000.00)
TENANT IMPROVEMENT
PLAZA CAMINO REAL
CARLSBAD COMPANY STORES
VILLAGE FAIRE
COMPLETE OFFICE BUILDING
OTHER
PLANNER DATE
ENGINEE DATE
Oocs/Mlsforms/Planmng Engineering Approvals
Carlsbad Fire Department 004760
1635 Faraday Ave
Carlsbad, CA 92008
Plan Review Requirements Category:
Date of Report
Fire Prevention
(760) 602-4660
Building Plan
Reviewed by
Name
Address
Hawkins & Hawkins
1 025 'F1 Street
City, State San Diego CA 92101
Plan Checker
Job Name Next Proteins
Job # 004760
Job Address 2283 Cosmos Court
Bldgfl CB004760
Ste orBldg No
D 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 The item you have submitted for review has been approved subject to the
Subject to 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
FDJob#
1st 9nr) 3rd
004760 FD File #
Other Agency ID
.
Requirements Category:Building Plan
Requirement Pending 0514 Provide Technical Report
To determine the acceptability of technologies, processes, products, facilities, materials and uses
attending the design, operation or use of a building or premises subject to the inspection of the
department, the Chief is authorized to require the owner or the person in possession or control of the
building or premises to provide, without charge to the jurisdiction, a technical opinion and report The
opinion and report shall be prepared by a qualified engineer, specialist, laboratory or fire-safety
specialty organization acceptable to the Chief and the owner and shall analyze the fire-safety
properties of the design, operation or use of the building or premises and the facilities and
appurtances situated thereon, to recommend necessary changes
Requirement Pending 0532 Additional Requirements or Comments
Is Next Proteins Interior Improvements an existing tentant if not provide details on warehouse use
and stroage racking system Provide comment on plan
If building is fire sprinkled add to Construction type information on first page
Remove Fire Sprinkler from deffered submnttals Plans to be submitted and approved before final on
building
Requirement 0533 Plan RevisionsPending
Please submit 3 sets of corrected plans directly to the Building Department for routing to the
appropriate departments
Page 1 01/16/01
Cansbad Fire Department 004760
1635 Faraday Ave
Carlsbad, CA 92008
Plan Review Requirements Category:
Date of Report 12/19/2000
Fire Prevention
(760) 602-4660
Building Plan
Reviewed by
Name
Address
Hawkins & Hawkins
1025 F Street
City, State San Diego CA 92101
Plan Checker
Job Name Next Proteins
Job # 004760
Job Address 2283 Cosmos Court
Bldg # CB004760
Ste or Bldg No
D 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
D 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
FDJob#
1st 2nd 3rd
004760 FD File #
Other Agenr.y ID
li.
Requirements Category:Building Plan
Requirement Pending 0525 Exit Signs
Section 1013 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
EXCEPTIONS 1 Mam exterior exit doors which obviously and clearly are identifiable as exits
need not be signed when approved by the building official
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
Show all existing exit signs on first floor if needed add signs
Requirement Pending 0532 Additional Requirements or Comments
Is Next Proteins Interior Improvements an existing tentant if not provide details on warehouse use
and stroage racking system Provide comment on plan
If building is fire sprinkled add to Construction type information on first page
Remove Fire Sprinkler from deffered submnttals Plans to be submitted and approved before final on
building
Requirement Pending 0533 Plan Revisions
Please submit 3 sets of corrected plans directly to the Building Department for routing to the
appropriate departments
Page 1 12/19/00
TffLE 24 REPORT
Title 24 Report for:
NEXT PROTEINS
COSMOS COURT'
CARLSBAD, CA
Project Designer:
Report Prepared By:
HADIMAHZARI
ENERGY CONSULTING GROUP
8015 BALBOA AVENUE
SAN DIEGO, CA 92111
(858) 268-0660
Job Number:
•• T-'-1" - ";.;:Vt
• S-^.;:-i,-'..-
Date:
12/12/00
The EnergyPro computer program has been used to perform the calculations summarized in this compliance report This program has approval and is
authorized by the California Energy Commission for use with both the Residential and Nonresidential 1998 Building Energy Efficiency Standards
This program developed by Gabel Dodd/EnergySoft LLC (415)883-5900
EnergyPro 21 'By EnergySoft Job Number User Number 2984
TABLE OF CONTENTS
Cover Page
Table of .Contents
Nonresidehtial Performance Title 24 Forms
Form MECH-MM Mechanical Mandatory Measures 11
m
EnergyPro 2 1 By EnergySoft Job Number User Number 2984
PERFORMANCE CERTIFiCAJE OF COMPLIANCE Part 1 of 3 PERF-1
PROJECT NAME
NEXT PROTEINS
PROJECT ADDRESS
2283 COSMOS COURT CARLSBAD
PRINCIPAL DESIGNER - ENVELOPE
DOCUMENTATION AUTHOR
ENERGY CONSULTING GROUP
TELEPHONE
TELEPHONE
(858) 268-0660
DATE
12/12/00
Building Permit* ' \*
Checked by/Date /:-j
Enforcement Agency Use '"*
IGENERAL INFORMATION
DATE OF PLANS
BUILDING TYPE
PHASE OF CONSTRUCTION
IS
D
BUILDING CONDITIONED
NONRESIDENTIAL
NEW CONSTRUCTION
*•
D
G
FLOOR AREA
861S
HIGH RISE RESIDENTIAL
ADDITION m ALTERATION
qFt
D
n
CLIMATE ZONE . ^,
HOTEL/MOTEL GUEST ROOM
EXISTING + ADDITION
STATEMENT OF COMPLIANCE
This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1
and 6, of the State Building Code This certificate applies only to a Building using the performance compliance approach
DOCUMENTATION AUTHOR
HADI MAHZARI
SIGNATURE DATE
The Pnncipal Designers hereby certify that the proposed building design represented "in the construction documents and - ' ;. •;- ;
modelled for this permit application are consistent with all other forms and worksheets, specifications, and other calculations
submitted with this permit application The proposed building as designed meets the energy efficiency requirements of the
State Building Code, Title 24, Part 6
ENV LTG MECH
j | l_J [ | 1 I hereby affirm that I am eligible under the provisions of Division 3 of the B
Code to sign this document as the person responsible for its preparation, an
engineer, mechanical engineer, electrical engineer or architect
I I FT' ^Xi 2 ' a^rm tnat ' am el|9|b|e under the exemption to Division 3 of the Business
' Section 5537 2 of the Business and Professions Code to sign this document
its preparation, and that I am a licensed contractor prepanng documents for
perform
I I ! | i 3 I affirm that I am eligible under the exemption to Division 3 of the Business
' — ' ' — ' L — ' Section of the Code to sian this doc
responsible for its preparation, and for the following reason
usmess and Professions
d that I am licensed as a civil
; and Professions Code by
as the person responsible for
work that I have contracted to
i and Professions Code by
:ument as the person
ENVELOPE COMPLIANCE
Indicate location on plans of Note Block for Mandatory Measures
- Required Forms ENV-1
PRINCIPAL ENVELOPE DESIGNER - NAME " SIGNATURE
LIGHTING COMPLIANCE
LIC NO DATE
I
Indicate location on plans of Note Block for Mandatory Measures Lighting Compliance Not In The Scope Of I
Required Forms Thls Subm'^'
PRINCIPAL LIGHTING DESIGNER - NAME SIGNATURE
MECHANICAL COMPLIANCE
Indicate location on plans of Note Block for Mandatory Measures
LIC NO DATE
i
Required Forms MECH-1, MECH-2, MECH-3
PRINCIPAL MECHANICAL DESIGNER - NAME i SIGNATURE .
DSD MECHANICAL LT^x-^t^HU
LIC NO ;DATE, ,
L Run Initiation Time 1.2/12/0014 18 18 Run Code 976659498-
I EnergyPro 2 1 By EnergySoft User Number 2984 Job Number Page 3 of 12
PERFORMANCE CERTIFICATE OF COMPLIANCE Part 2 of 3 PERF-l|
NEXT PROTEINS
JDATE
i 12/12/00
ANNUAL SOURCE ENERGY USE SUMMARY (kBtu/sqft-vr)
Standard
ENERGY COMPONENT Design
Spac
Spac
e Heating 28 57
e Cooling 33 so
Indoor Fans 27 53
Heat Rejection o ooi
Pumps oooi
Domestic Hot Water ^ o ooj
Lighting ! 35 19J
Receptacle 22 65
Process 1707J
TOTALS 16481
Proposed Compliance
DeSICjfl Margin Hpsl'SlandOTl^ '-•*-'•> ^ 4 -y^"^^""^"- ~* "^M "Proposed- i\'\ j-;A ;!l. v'r.:V' '-i*
•«H1 ->nq ^i««(«« ^gggJ^2SSS2ai2ii^4 %*-*.- :.i!-;i
ooo i o oo ' S'^s^i! '^f:^ M:'-^:' !'••«"-*" "•• •>'/"-' '• 'T^-rr'x;
000 000 . tj&SS&ait'a "ySV'3'.-a ..•'-""•'•?;"/.<" r.,'v-': ;;"" '-.-. *-fM-L .'.•; t
F °°° °°° filllS ?$<££"• '''•• -'^%v-"^ •
i . *>,?'••?££»-- JS«B8i*isS^^^;i^'*4?jV.r;f ''W^isSi^'W ;•'
2265 000 • S^^^-iiSiiSSiiBliiU / t"\:-.. : !
170? Qoo ' :-r:,ftsk->.-^i
14948 1533 '2^:'^^^ft:^:'>4!lffll
BUILDING COMPLIES
GENERAL INFORMATION
Building Orientation
Number of Stories
Number of Systems
Number of Zones
I
(North) Odeg Conditioned Floor Area 861 sqftI1 Unconditioned Floor Area 8,750|sqfti
1 Conditioned Footprint Area 86i|sqft
2
Front Elevation
Left Elevation
Rear Elevation
Right Elevation
Total
Roof
Lighting Power Density
Orientation Gross Area Glazing Area Glazing Ratio i
(North) 810 sqft 18' sqft i 22%;
(East) 0 sqft 0 sqft j 00%.
i • i :
(South) 0 sqft 0 sqft i 0 0%
I
(West) 864 sqft 36 sqft i 42%!
1,674 sqft 54: sqft I 32%:
i 861 sqft Oisqft • 00%:
Standard Proposedi ;
I 1200w/sqft 1 200!W/sqft
Prescriptive Env Heat Loss 1.313J 957;
Prescriptive Env Heat Gam j 36,284 21,262: \
Remarks
Standard Bui/ding (Compliance)
,
•
i
Run Initiation Time 12/12/00 14 18 18 .' Run Code 976659498
EnergyPro 2 1 By EnergySoft User Number 2984 Job Number Page 4 of 12
-4? 3%
PERFORMANCE CERTIFICATE OF COMPLIANCE Part 3 of 3 PERF-1
PROJECT NAME
NEXT PROTEINS
DATE
12/12/00
ZONE INFORMATION
System Name
HP-1
-
Zone Name
HP-1
HAREHOUSE
|
j
i *
:
I
Occupancy Type
Comp Bldg Office
Unconditioned
j ',
i
j
Floor
Area
(sqft)
861
8,750
Inst
LPD
(W/sf)1
*1 200
0000
Notes 1 See LTG-1 (items marked with asterisk see LTG-2 by others) 2 See LTG-3 3 See LTG-4
Ctrl
Credits
(W/sf)2
••
Tailored
LPD
(W/sf)3
_
Vent,(cfm/sf)
015
i"*-
ii
i
.,-
I |
j
Proc
Loads
(W/sf)
1 1000
j
I
II
Items above require special documentation
EXCEPTIONAL CONDITIONS COMPLIANCE CHECKLIST I
The local enforcement agency should pay special attention to the items specified in this checklist These items require special written
justification and documentation, and special verification to be used with the performance approach The local enforcement agency determines
the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the speciaijustifjcatior^
and documentation submitted i plan I Field I
i
i
j
\i
\ I
j
i
I
The exceptional features listed in this performance approach application have specifically been reviewed Adequate written justification and
documentation for their use have been provided by the applicant
Authorized Signature or Stamp.
L . Run Initiation Time J2/12/00 14 18 18 Run .Code 976659498
I EnergyPro 2 1 By EnergySoft User Number 2984 Job Number-Page 5 of 12
ENVELOPE COMPLIANCE SUMMARY Performance ENV-1
PROJECT NAMENEXT PROTEINS
OPAQUE SURFACES
#
1
2
3
4
5
6
7
Surface
Type
Wall
Wall
Wall
Wall
Wall
Wall
Framing
Type Area
Metal 210
None 294
Metal 162
None 126
Metal 240
None 336
Wall |Metal 84
8 Wall iNone 168
9 Demising Metal 500
AU-Val A3
0272
0709
0272
0709
0272 2
0709 2
0272 ,_3
0709 3
0194
10iRoof jWood 861 0056
;
I I
DATE
12/12/00
I
Solar
ct. Gams
:m Tilt Y/N Form 3 Reference Location / Comments
0 90
0 90
15 90
»5 90
70 90
70 90
X i 7" Concrete Wall/ R-1 1 ! HP-1
& 7" Cone Wall HP-1
X 7" Concrete Wall/ R-1 1 HP-1
XJ 7" Cone Wall HP-1
£1 7" Concrete Wall/ R-1 1 HP-1
XM 7" Cone Wall HP-1
15 90 X | 1 7" Concrete Wall/ R-11 HP-1
15 90 vj i 7" Cone Wall HP-1 I
0 90
0 0
- X\ R-1 1 Metal Stud Wall HP-1 (faces WAREHOUSE)
Xl R-1 9 Roof (R 192x8 16) HP-1s
I
! i
j j
I
~~
i
FENESTRATION SURFACES
#
1
2
Type
Window
Window
Area U-V
18 1 1S
36 1 1S
j -
i
Act.
al Azm.
)0 45
)0 315
SHGC Glazing Type Location / Comments
0 83 I Smale Mtl Uncoated Default hP-1
0 83 I Single Mtl Uncoated Default JHP-1
i
!
!
i
i
EXTERIOR SHADING
#
1
2
Exterior
None
None
I !Shade Type iSHGC
! 076
076
Window Overhang Left Fin Right Fm
Hgt Wd Len Hgt LExt RExt Dist Len Hgt Dist Len Hgt
: j
i i
j
|
i
I
i |
! :
j
I
I Run Initiation Time 12/12/0014.1818 Run Code 976659498 I
EnergyPro 2 1 By EnergySoft User Number 2984 Job Number Page 6 of 12
CERTIFICATE OF COMPLIANCE Performance MECH-1
PROJECT NAME
NEXT PROTEINS
DATE
12/12/00
ISYSTEM FEATURES
SYSTEM NAME
TIME CONTROL
SETBACK CONTROL
ISOLATION ZONES
HEAT PUMP THERMOSTAT?
ELECTRIC HEAT?
FAN CONTROL
VAV MINIMUM POSITION CONTROL?
SIMULTANEOUS HEAT/COOL?
HEATING SUPPLY RESET
COOLING SUPPLY RESET
VENTILATION
OUTDOOR DAMPER CONTROL
ECONOMIZER TYPE
DESIGN AIR CFM (MECH-3, COLUMN H)
HEATING EQUIPMENT TYPE
HEATING EQUIPMENT EFFICIENCY
COOLING EQUIPMENT TYPE
COOLING EQUIPMENT EFFICIENCY
MAKE AND MODEL NUMBER
HEATING DUCT LOCATION
COOLING DUCT LOCATION
DUCT TAPE ALLOWED?
R-VALUE
R-VALUE
I
MECHANICAL SYSTEMS
HP-1
Programmable Switch
No Setback Required
n/a
Yes
OQJjW
Constant Volume
No
No
Constant Temp
Constant Temp
Air Balance
Auto
No Economizer
129 cfm
Heat Pump
6 8 HSPF
Packaged DX
100 SEER /90EER
ICP PHF036HOOO
Ducts in Attic
Ducts in Attic
PIPE TYPE (SUPPLY, RETURN, ETC )
PIPE INSULATION REQUIRED?
42
42
Yes
Yes
-. - • --
i
!
NOTE TO
FIELD
' •>. ->
!
.
...
CODE TABLES Enter code from table below into columns above j
HEAT PUMP THERMOSTAT?
ELECTRIC HEAT?
VAV MINIMUM POSITION CONTROL?
i SIMULTANEOUS HEAT / COOL''
HEAT AND COOL SUPPLY RESET?
HIGH EFFICIENCY? !
DUCT TAPE ALLOWED?
PIPE INSULATION REQUIRED'
TIME CONTROL SETBACK CTRL
S Prog Switch H Heating
O Occupancy C Cooling
I Sensor B Both
Y Yes M Manual Timer
VENTILATION OUTDOOR DAMPER
B Air Balance A Auto
C Outside Air Cert G Gravity
M Out Air Measure
D Demand Control
N Natural
ISOLATION ZONES
Enter Number of
Isolation Zones
ECONOMIZER
A Air
W Water
N Not Required
FAN CONTROL
I Inlet Vanes
P Variable Pitch
V VFD
O Other C Curve |
OA CFM
Enter Outdoor Air
CFM i
Note This shall be no j
less than Col H on
MECH-3 j
INOTES TO FIELD - For Building Department Use Only
Run Initiation Time 12/12/0014 18 18 Run Code 976659498
EnergyPro 2 1 By EnergySoft User Number 2984 Job Number Page 7 of 12
MECHANICAL EQUIPMENT SUMMARY Parti of2 MECH-2
PROJECT NAME
NEXT PROTEINS DATE
12/12/00
CHILLER AND TOWER SUMMARY
Equipment Name Equipment Type Qty Efficiency Tons
PUMPS
Tot
Qty GPM BHP
Motor
Eff Drive
Eff
Pump
Control
DHW / BOILER SUMMARY
System Name System Type Distribution Type Qty
Rated
Input
Vol
(Gals )
Energy Factor
or Recovery
Efficiency
Standby
Loss or
Pilot
TANK INSUL.
Ext
R-Val
CENTRAL SYSTEM RATINGS
System Name
ICP PHF036HOOO
System Type
Packaged DX
Qtv
1
HEATING
Output
32,000
Aux
kW
00
Eff
COOLING
Output
6 8 HSPF 34 000
Sensible Efficiency Economizer Type
27,200nO 0 SEER /9 0 EER jNo Economizer
I
j
ICENTRAL SYSTEM FAN SUMMARY
System Name
I
Fan Type
ICP PHF036HOOO |Constant Volume
!i i
SUPPLY FAN RETURN FAN
Motor Location
Draw-Through
!
| I
i i
I ii i
i
i
CFM
1,200
Motor Drive • : Motor ! Drive
BHP Eff Eff CFM BHP I Eff i Eff
I i :• |
033i 770% 1000%,; none! j
1 i j i i!
! i I!
! |i i i
: i
i !:. ;
1 '; ! i
! -i ; i
1 ! !! • : 1
Run Initiation Time 12/12/0014 18 18 Run Code 976659498
EnergyPro 2 1 By EnergySoft User Number 2984 Job Number Page 8 of 12
MECHANICAL EQUIPMENT SUMMARY Part 2 of 2 MECH-2
PROJECT NAME
NEXT PROTEINS DATE 12/12/00
ZONE TERMINAL SUMMARY
Zone Name
..;-' ••. • -.
.,
1
I
VAV TERMINAL BOX
System Tvoe
•- ;••
EXHAUST FAN SUMMARY
Qty
Mm CFM
Ratio
—
Reheat Coil
Type iDeltaT
i
i
i
i
Flow
Ratio
TERMINAL FAN
CFM
!
i
!
: i
i EXHAUST FAN ;
Room Name Qty CFM
!
i
BHP
Motor
Eff
Drive
Eff
i
I
ii
BMP
Motor] Drive
Eff ! Eff
j
i
1
BASEBOARD
Type
,
j
i •
i
!
_J
Output
|!
II
i
ii
"" j|
: 1
! !i i ! ;
i
EXHAUST FAN
Room Name
I
Qty CFM BHP
Motor Drive
Eff : Eff
Run Initiation Time 12/12/00141818 Run Code 976659498
EnergyPro 2 1 By EnergySoft User Number 2984 Job Number Page 9 of 12
MECHANICAL VENTILATION MECH-3
PROJECT NAME
NEXT PROTEINS
DATE
12/12/00
1 MECHANICAL VENTILATION
Ej K
ZONE/SYSTEM
HP-1
HP-1
•-•
AREA BASIS
COND
AREA
(SF)
861
i
1
CFM
PERSF
015
MIN
CFM
(BxC)
129
OCCUPANCY BASIS
NO
OF
PEOPLE
86
CFM
PER
PERSON
150
i
i
!
I
MIN
CFM
(ExF)
129
Total
;
I
j
j
;• i
!
|
i ;
REQ'D
OA
(MAX OF
OORG)
129J
129
DESIGN
OUTDOOR
AIR .
CFM
VAV
MIN
RATIO
1291
129J
!
i
i !
i
I
—
-
i
! •: '
b
TRANS-
FER
AIR
—
i
i
I
I
I
i
i
| C Minimum Ventilation Rate per Section 121, Table 1-F
i E I Based on Expected Number of Occupants or at least 50% of Chapter 10 1997 UBC Occupant Density
i I | Must be greater than or equal to H, or use Transfer Air Design Outdoor Air includes ventilation from Supply Air System & Room Exhaust Fans
| K | Must be greater than or equal to (H minus I), and, for VAV, greater than or equal to (H-J)
EnergyPro 2 1 By EnergySoft User Number 2984 Job Number Page 10 of 12
MECHANICAL MANDATORY-MEASURES Parti of2 MECH-MM
PROJECT NAME
NEXT PROTEINS
DATE
12/12/00
DESCRIPTION Designer [Enforcement
Equipment and Systems Efficiencies
I §111
§115(a)
§123
§124
Any appliance for which there is a California standard established in the Appliance
Efficiency Regulations will comply with the applicable standard
Fan type central furnaces shall not have a pilot light
Piping, except that conveying fluids at temperatures between 60 and 105 degrees
Fahrenheit, or within HVAC equipment, shall be insulated in accordance with
Standards Section 123
Air handling duct systems shall be installed and insulated in compliance with
Sections 601, 603 and 604 of the Uniform Mechanical Code
Controls
§ 122(e) Each space conditioning system shall be installed with one of the following
| § 122(e)1A Each space conditioning system serving building types such as offices and
manufacturing facilities (and all others not explicitly exempt from the requirements
of Section 112 (d)) shall be installed with an automatic time switch with an
accessible manual override that allows operation of the system during off-hours for
up to 4 hours The time switch shall be capable of programming different
schedules for weekdays and weekends, incorporate an automatic holiday "shut-
off* feature that turns off all loads for at least 24 hours, then resumes the normally
scheduled operation, and has program backup capabilities that prevent the loss of
the device's program and time setting for at least 10 hours if power is interrupted,
or
§ 122(e)1B An occupancy sensor to control the operating period of the system, or
§ 122(e)1 C A 4-hour timer that can be manually operated to control the operating period of the
system
§ 122(e)2 Each space conditioning system shall be installed with controls that temporarily
restart and temporarily operate the system as required to maintain a setback
heating and/or a setup cooling thermostat setpomt.
§ 122(g) Each space conditioning system serving multiple zones with a combined
conditioned floor area more than 25,000 square feet shall be provided with isolation
zones Each zone shall not exceed 25,000 square feet, shall be provided with
isolation devices, such as valves or dampers, that allow the supply of heating or
cooling to be setback or shut off independently of other isolation areas, and shall
be controlled by a time control device as described above
j • § 122(a&b) Each space conditioning system shall be controlled by an individual thermostat
that responds to temperature within the zone Where used to control heating, the
control shall be adjustable down to 55 degrees F or lower For cooling, the control
shall be adjustable up to 85 degrees F or higher Where used for both heating and
cooling, the control shall be capable of providing a deadband of at least 5 degrees
F within which the supply of heating and cooling is shut off or reduced to a
minimum
I ! § 122(c) Thermostats shall have numeric setpomts in degrees Fahrenheit (F) and adjustable
setpomt stops accessible only to authorized personnel
| ' § 112(b) Heat pumps shall be installed with controls to prevent electric resistance
supplementary heater operation when the heating load can be met by the heat
pump alone
EnergyPro 2 1 By EnergySoft User Number 2984 Job Number =age 11 of 12
MECHANICAL MANDATORY MEASURES Part 2 of 2 MECH-MM
PROJECT NAME
NEXT PROTEINS
DATE
12/12/00
Description Designer Enforcement
Ventilation
[X~| § 121(e) Controls shall be provided to allow outside air dampers or devices to be operated at
the ventilation rates as specified on these plans
[X~| § 122(f) Gravity or automatic dampers interlocked and closed on fan shutdown shall be
provided on the outside air intakes and discharges of all space conditioning and
exhaust systems
[X] § 122(f) All gravity ventilating systems shall be_provided with automatic or readily accessible
manually operated dampers in all openings to the outside, except for combustion air
openings
iXJ § 121(f)1 Air Balancing The system shall be balanced in accordance with the National
Environmental Balancing Bureau (NEBB) Procedural Standards (1983), or
Associated Air Balance Council (AABC) National Standards (1989), or
[X~j §121(f)2 Outside Air Certification The system shall provide the minimum outside air as
shown on the mechanical drawings, and shall be measured and certified by the
installing licensed C-20 mechanical contractor and certified by (1) the design
mechanical engineer, (2) the installing licenced C-20 mechanical contractor, or (3) the
person with overall responsibility for the design of the ventilation system, or
I i §121(f)3 Outside Air Measurement The system shall be equipped with a calibrated local or
remote device capable of measuring the quantity of outside air on a continuous
basis and displaying that quantity on a readily accessible display divice, or
| | §i21(f)4 Another method approved by the Commission
Service Water Heating Systems
[X~| § 113(b)2 If a circulating hot water system is installed, it shall have a control capable of
automatically turning off the circulating pump(s) when hot water is not required
[X~j § 113(b)3B Lavatories in restrooms of public facilities shall be equipped with controls to limit the
outlet temperature to 110 degrees F
jXJ § 113(b)3C Lavatories in restrooms of public facilities shall be equipped with one of the
following
Outlet devices that limit the flow of hot water to a maximum of 0 5 gallons per
minute
Foot actuated control valves, and outlet devices that limit the flow of hot water to a
maximum of 0 75 gallons per minute
Proximity sensor actuated control valves, and outlet devices that limit the flow of hot
water to a maximum of 0 75 gallons per minute
Self-closing valves, and outlet devices that limit the flow of hot water to a maximum
of 2 5 gallons per minute, and 0 25 gallons/cycle (circulating system)
Self-closing valves, and outlet devices that limit the flow of hot water to a maximum
of 2 5 gallons per minute, and 0 50 gallons/cycle (non-circulating system)
Self-closing valves, and outlet devices that limit the flow of hot water to a maximum
of 2 5 gallons per minute, and 0 75 gallons/cycle (foot switches and proximity sensor
controls)
EnergyPro 2 1 By EnergySoft User Number 2984 Job Number Page 12 of 12
Sent By HHfc CONSUL!ING,INC ,858 5?8 4761 ,jan-23-01 9 04AM,Page 1/3
CERTIFICATE OF COMPLIANCE
PROJECT HAMS
NEXT PROTtENS
PROJECT ACCKESS
COSMOS COURT. CARLSBAD. CA
'RINCIPAL. OesiGNER-UGHTING
RANDY MINNIER
DOCUMENTATION AUTHOR
JOHN IMIG
Ch«k«l by/Date
Enforcement Agency Use
GENERAL INFORMATION
DATE OF PUNS
19-Jarv01
BUILDING FLOOR AREA 861 CLIMATE ZONE
BUILDtNO TYPE NONRESIDENTAIL HK3H RISE RESIDENTIAL HOTEL/MOTEL GUEST ROOM
PHASE OF CONSTRUCTION NEW CONSTRUCTION ALTERATION UNCONDITIONED ,n.-
METHOD OF LIGHTING COMPLIANCE nCOMPLETE BLDG AREA CATEGORY TAILORED ERFORMANCE
STATEMENT OF COMPLIANCE
This Certificate of Compliance lists trie building features and performance specifications need to comply with Title 24. Parts 1
and 6 of the California Code Regulations This certificate appl.es only to building lighting regulations
Tha documentation prepareer hereby certifies that the documeij ccurate and complete
DOCUMENTATION AUTHOR
RANDY MINNIER
SIGNATUI
19-Jan-01
The Principal Lighting Designer hereby certifies that the proposws building design represented in this set of construction
documents is consistent wtth the other comptanc* forms and workshets with the specifications, and with any other
Calculations submitted with this permit application The proposed building has been designed to meet the envelope
requirements contained In me application parts of Sections 11C. 119.130 through 132,146, and 149 of Title 24, Part 6
Please check one
[x| I hereby affirm that I am elibible under the provisions of Division 3 of the Business and Professions Code to sign this
document as the person responsible for its preparation and that I am licensened I the State of California as a ovil
engineer or electrical engineer, or I am a licensed architect
I affirm that I am eligible under t5he provisions of Division 3 of the Business and Professions Code by section 5537 2 or
6737 3 to sign this document as the person responsible for its preparation, and that I am a licensed contractor
performing mis work
I affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document because
it pertains to a structure or type of work descnbed as exempt pursuant to Business and Professions Code Sections
5537, 5538 and 6737 1
(These sections gf the Business and Prj printed ip full in the Nonrssidential Manual)
W1NCIPAL LIGHTING DESIGNER-NAME
RANDY MINNIER
DAT6
1/19/01 E015703
LIGHTING MANDATORY MEASURES
Indicate locator* on plans of Note Stock for Mandatory Measure [EI 2
INSTRUCTIONS TO APPLICANT
For detailed instructions on J/» ws& o/ ihts and all Energy Efficiency Standards compliance forms, pfease rarer to tfie
Nonr9$id9ntta1 Manual published by the California Energy Commision
LTG-1 Required on plans for all submittals Part 2 may be incorporated in schedu/es Oft plans
L TG-2 Required for all subrmttals
LTG-3 Optional Use only if lighting control credits are taken
LTG-4 Optional Use only ff TaOor&d Method fs used Paris 2 and 3 used onfy if applicable
Nomesfeenotf comonaixx form
Sent By MPE CONSULTING;INC ,858 578 4761 ,Jan-23-01 9 05AM,Page 2-'3
CERTIFICATE OF COMPLIANCE (2 of 2) LTG-1
BROJECTNAM6 ^^^ pROT)ENS OM* 19-Jan-01
INSTALLED LIGHTING SCHEDULE
LUMINAIRE
MAMS
F1
LAMPS
lype
I h
X
M *
3
MANDATORY AUTOMATIC CONTROLS
CONTROL LOCATION
(Rooms)
CONTROL
IDENTIFICATION
Wans
Per Lamp
32
BALLASTS
Type
"!>&
X
u
CONTROL TYPE
(Auto Time Switch Extenor ere)
»
2
Lumnare
(Lamps & Ballast)
»wans
SPACE CONTROLLED
NOTE TOFIELD
NOTE TO
FIELD
CONTROLS FOR CREIDT
CONTROL LOCATION
(Room » or Drawing*)
CONTROL
IDENTIFICATION
CONTROL TYPE
(Occupant Daylight. act)
LUMINAIRE5 CONTROLLED
TYPE #
NOTE TO
FIBD
NOTE TO FIELD - For Building Department Use Only
NonresldenVal CompRsnc* Form November 1999
Sent By MPE CONSULTING,INC ,858 578 4761 Jan-23-01 9 05AM,Page 3/3
LIGHTING COMPLIANCE SUMMARY LTG-2
TOJ6CTNAV6 NEXTPROTIENS
ACTUAL LIGHTING POWER
NAME
F1 2"X4l FLUORESCENT TROFFER
U not using m« CEC Ovfaull value please provria
supporting documentation.
NUMBER OF
UJMINAIRES
12
WATTSA.UMINAIRE
(including Baffast)
90
CECDEFAUIT9
Y N
X
SUBTOTAL FROM TWS PAGE
PLUS SUBTOTAL fROM CONTINUATION PAGE
LESS CONTROL CREDIT WATTS (From LTG-3)
ADJUSTED ACTUAL WATTS
TOTAL
WATTS
1080
0
0
0
0
0
0
0
0
0
0
1080
I
ALLOWED LIGHTING POWER (Choose One Method)
COMPLETE BUILDING METHOD
BUILDING CATEGORY (Fiwn HC(b)Tabte 1-M)
WATTS
PERSF
COMPLETE
BLDG AREA
ALLOWED
WATTS
0
AREA CATEGORY METHOD
AREA CATEGORY (Prom 146(b) Table 1 N)
OFFICE
WATTS
PERSF
1 3
TOTALS
AREA
(SF)
861
861
AREA
ALLOWED
WATTS
11193
0
0
0
0
0
0
0
0
0
11193
WATTS
TAILORED METHOD
NonmdunHalCamfMenceFarrn
TOTAL ALLOWED WATTS
(From LTG-4. or from Computer Run)
Norvmter 1»»S
m
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m LU LL _ -5
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03/01/2001
City of Carlsbad
1635 Faraday Av Carlsbad, CA 92008
Plan Check Revision Permit No PCR01048
Building Inspection Request Line (760) 602-2725
Job Address
Permit Type
Parcel No
Valuation
Reference #
Project Title
Applicant
HAWKINS STEVE
619232-7700
2283 COSMOS CT CBAD
PCR
2130504300 Lot# 0
$0 00 Construction Type UN
CB004760
NEXT PROTEINS
RACKS SHOWN ON ORIGINAL T I PLANS
Status
Applied
Entered By
Plan Approved
Issued
Inspect Area
Owner
GERRY REVOCABLE
2033 SHIPWAY LN
NEWPORT BEACH CA 92660
ISSUED
02/15/2001
MDP
02/27/2001
03/01/2001
3-9602 01 02
218-00
Total Fees $21800 Total Payments To Date $000 Balance Due $21800
Plan Check Revision Fee $21800
Inspector
FINAL APPROVAL
Date Clearance
NOTICE Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively
referred to as "fees/exactions" You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them, you must
follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for
processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack,
review set aside, void or annul their imposition
You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy
changes nor planning zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any
fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired
Feb-15-Ol O2:O2P Hawkins & Hawkins Ar-chite
ILU u ruui inu 1C. IU rn utn ur WUtLSBKU FHX NW. IbU bll<-' BW>H P 01
FOR OFFICE USE ONLY
PERMIT APPLICATION ^^K I PLAN CHECK NO ^
CITY OF CARLSBAD fiUiLUING DEPAHTMFNT •• - >S>^H IEST VAL
1635 Faraday Ava . Cartsbad CA 82008
P. 02
^>»L-OK\fl|)C tMg.ftott.-t- T'lt
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ifcs&vs»aw -;*;
70)) 66u««o,p~>(>t<ifuii»i. cow A^rC>tirvCgiiinvMM)if«4un»pKmincan«ti«i tint imtn^., (Wmwin/oew •«» rt/vmf», oiw
I <M «ww> « not
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3r«!« uctrtfe c
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Q iiun*^»um^ni^i<!«>te&=<cq^OTra>il'>^ii<'*iw«Dn««'Mmc«a«iMupf«v<*MkvI>oiM}7aa^iiugftfw wwll tar wfachtf*«PBn*TlvlIhMd
D I «•-« Ml •* iminun irarkm wnwr-wcon, M ;•»««) b, •Wrton 1700 of *• HOW CMf f« iht ,».rh>i<ma «> mt wort for whch inn pvim I)
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Cur oMMTKU «nd «u» m» tMM»« u MW* tDMBuoiMl I Mniv M»«ii. nfimMuani if IM C»t of C«Kt«« to rritr upon «• atooo mnraoMa
(W uUMCto IWMMI I ALSO AOHt TO SAM, MOOHMV MO HOP *ARMUH THE OTV «f CATKHU AOAUnT 4U. kMHUKtlfmnHOupni af tut e«HTW9 o» Tfta riBMiT
HUI B«M B)f MKUM >M «WMh« nvl art nU » «. kuDdhg «<«oA
HdM«OwtmW<r«<l
UrtOnn AudUrg COM)
DATE .
EsGii Corporation
2/i fartners/tip with. Qove.rnrw.nt for ZBuififinff Safety
DATE 2/23/01
JURISDICTION Carlsbad a PLAN REVIEWER
a FILE
PLAN CHECK NO OO-4760 rev(PCR01048) SET I
PROJECT ADDRESS 2283 Cosmos Court
PROJECT NAME Storage Racks for Next Protein
I | The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes
XI 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 ) ( / j Fax #
Mail Telephone Fax In Person
X] REMARKS 1 Fire Department apprawajJiJS required 2 Note on the plan that the rack design
loads will be posted per section 2225 of UBC
By David Yao Enclosures
Esgil Corporation
D GA D MB D EJ G PC 2/15 trnsmtldot
9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 * (858) 560-1468 ^ Fax (858) 560-1576
Carlsbad OO-4760 rev(PCRO1048)
2/23/01
VALUATION AND PLAN CHECK FEE
JURISDICTION Carlsbad
rev(PCR01O48)
PREPARED BY David Yao
BUILDING ADDRESS 2283 Cosmos Court
PLAN CHECK NO 00-4760
DATE 2/23/O1
BUILDING OCCUPANCY TYPE OF CONSTRUCTION
BUILDING
PORTION
storage racks
Air Conditioning
Fire Sprinklers
TOTAL VALUE
Jurisdiction Code
AREA
(Sq Ft)
cb
Valuation
Multiplier
By Ordinance
Bldg Permit Fee by Ordinance 1 T
Reg
Mod
VALUE ($)
Plan Check Fee by Ordinance $21788
Type of Review
_ Q Repetitive Fee
! "v Repeats
D Domplete Review
D Other
PI Hourly
Structural Only
Hours *
Esgil Plan Review Fee $17430
Based on hourly rate
Comments
Sheet 1 of 1
macvalue doc
SEIZMIC
MATERIAL HANDLING ENGINEERING
EST 1985
STORAGE RACKS
DRIVE-IN RACKS
CANTILEVER RACKS
MEZZANINES
CONVEYORS
CAROUSELS
STEEL SHELVING
MOVABLE SHELVING
STORAGE TANKS
MODULAR OFFICES
GONDOLAS
BOOKSTACKS
CITY APPROVALS
STATE APPROVALS
PERMITTING SERVICES
PRODUCT TESTING
FIELD INSPECTION
SPECIAL FABRICATION
ALASKA
ARIZONA
CALIFORNIA
COLORADO
IDAHO
MISSOURI
NEVADA
NEW MEXICO
OREGON
PENNSYLVANIA
UTAH
WASHINGTON
SEISMIC ANALYSIS
OF STORAGE RACKS FOR
NEXT PROTEIN
COSMOS COURT
CARLSBAD, CA 92009
#01-01
161 ATLANTIC STREET • POMONA • CA 91768 • TEL (909)869-0989 • FAX (909)869-0981
PROJECT NEXT PROTEIN
CS GOODALE
SHEET NO ± OF UL
MATERIAL HANDLING ENGINEERING ROBS 01-29-2001TEL (909)869-0989 • FAX (909)869-0981 - CALCULATED BY PUP 5- DATE Ul ** ^UU '
161 ATLANTIC STREET • POMONA • CA 91 768
TABLE OF CONTENTS
DESCRIPTION PAGE #
COVER SHEET 1
TABLE OF CONTENTS 2
SCOPE 2
PARAMETERS 3
CONFIGURATIONS 4 - 4
COMPONENTS & SPECS 5- 6
LOADS AND DISTRIBUTION 7
LONGITUDINAL ANALYSIS 8
COLUMN 9
BEAM 10
BEAM TO COLUMN ' 11
BRACING 12
OVERTURNING 13
BASE PLATE 14
SLAB & SOIL 1 5
SCOPE:
THIS ANALYSIS OF THE STORAGE SYSTEM IS TO DETERMINE ITS COMPLIANCE WITH
THE APPROPRIATE BUILDING CODES WITH RESPECT TO STATIC AND SEISMIC FORCES
THE STORAGE RACKS ARE PREFABRICATED AND ARE TO BE FIELD ASSEMBLED ONLY,
WITHOUT ANY FIELD WELDING
PROJECT,
FOR
NEXT PROTEIN
CS GOODALE
SHEET NO
MATERIAL HANDLING ENGINEERING
TEL (909)869-0989 • FAX (909)869-0981
161 ATLANTIC STREET • POMONA • CA 91768
OF_15
CALCULATED BY_BOBS DATE.01-29-2001
HAHAMEI
STORAGE RACKS CONSIST OF SEVERAL BAYS, INTERCONNECTED IN ONE OR BOTH
DIRECTIONS WITH THE COLUMNS OF THE VERTICAL FRAMES BEING COMMON BETWEEN
ANY ADJACENT BAYS
THE ANALYSIS WILL FOCUS ON A TRIBUTARY BAY TO BE ANALYZED IN BOTH
LONGITUDINAL AND TRANSVERSE DIRECTION
STABILITY LONGITUDINALLY IS DEPENDANT ON BEAM TO COLUMN MOMENT,
WHILE THE BRACING ACT TRANSVERSELY
1 COLUMN
2 BEAM
3 BEAM TO COLUMN
4 BASEPLATE
5 HORIZONTAL BRACING
6 DIAGONAL BRACING
7 BACK CONNECTOR
TRIBUTARY AREA
I
TRANSVERSE
I
LONGITUDINAL
TOP VIEW
PROJECT.
FOR
NEXT PROTEIN
CS GOODALE
SHEET NO 4 OF.15
MATERIAL HANDLING ENGINEERING
TEL (909)869-0989 • FAX (909)869-0981
161 ATLANTIC STREET • POMONA « CA 91 768
CALCULATED BY_BOB S DATE.01-29-2001
CONFIGURATIONS
TYPE S/R
88"
180"
Olb
3,000lb
r42"
42"
96"<• 42"-^
TYPE D/R
88"
180"
Olb
3,000 Ib
96"
r42"
42"
42"
42"
*• 42" -»
PROJECT.
FOR
NEXT PROTEIN
CS GOODALE
SHEET NO
MATERIAL HANDLING ENGINEERING
TEL (909)869-0989 • FAX (909)869-0981
161 ATLANTIC STREET • POMONA • CA 91 768
OF 15
CALCULATED BY BOBS.DATE.01-29-2001
TYPE S/R
SPECIFICATION
- MAIN STEEL 50000 PSI
- BASE PLATE STEEL 36000 PSI
- ANCHOR - WEDGE TYPE 1/2x3-1/2
- FLOOR SLAB 5" X 2000 PSI REINFORCED 1 80"
- SOIL BEARING PRESSURE 1000 PSF
- SEISMIC ZONE 4
- TYPE = SINGLE ROW UNITS
~*'
8
180"
-}
8
I
C
5"
j
/ Olb /
2 v_-^/
3 000 Ib
1
f OiC"
£. I #
"14
/
4
421#
4
/4
2"
>"
2"
,s
\
\
/
/
\
\
/
1 /ion
o o
S3I
SECTION AXIAL FORCE MOMENT
lu= 96"
BEAM MOMENT
1 1,600tb 12, 520 in Ib
2 50 Ib 605 in Ib 8,562 in Ib <-std conn
303 in Ib <-std conn
TYPE S/R DESIGN LOAD = VARIES
BASE PLATE
V
8X5X 375
Mbase= 6337 m Ib
OVERTURNING
V
ANCHOR STRESS = 0 08
# OF ANCHORS = 2
COLUMN
V 3X3X1 2GA
COLUMN STRESS =0 47
BRACING
HORIZONTAL ^/ DIAGO
1 1/2X 1 1/ZX 1/4X 16GA 1 1/2 XI 1/2 X
STRESS = 010 STRESS =
BEAM
4-3/1 6X2-1 /2X1 4GA(BB3)
M AX LOAD/LEVEL = 4 , 9 7 3 I b
BEAM IS O.K.
SLAB & SOIL
NAL V V
1 /4 X 1 6 GA PUNCT STRESS = 029
0 1 6 BENDING STRESS =0 1 7
PROJECT.
FOR
NEXT PROTEIN
CS GOODALE
MATERIAL HANDLING ENGINEERING
TEL (909)869-0989 • FAX (909)869-0981
161 ATLANTIC STREET • POMONA • CA 91 768
SHEET NO . OF.15
CALCULATED BY.BOBS.DATE.01-29-2001
TYPE D/R
SPECIFICATION
- MAIN STEEL 50000 PSI
- BASE PLATE STEEL 36000 PSI
- ANCHOR - WEDGE TYPE 1/Z x 3-1/2
- FLOOR SLAB 5" X 2000 PSI REINFORCED 1 80"
- SOIL BEARING PRESSURE 1000 PSF
- SEISMIC ZONE 4
- TYPE = INTERCONNECTED UNITS
8
180"
T
8
5"
r
5"
'
2
3,000lb
1
2 QC»
r
4
4
223#,
4
:
7"
J"
?"
f
L
\\/
/
\\/
1 yIO»— ,
•MIIMMM
28'
SECTION AXIAL FORCE MOMENT
lu= 96"
BEAM MOMENT
1 l,600lb 5, 009 in Ib
2 50 Ib 321 mlb 4,665 in Ib <-std conn
161 m Ib <-std conn
TYPE D/R DESIGN LOAD = VARIES
BASE PLATE
V
8X5X 375
Mbase= 5008 in Ib
OVERTURNING
V
ANCHOR STRESS = 0 05
# OF ANCHORS = 2
COLUMN
V 3X3X1 2GA
COLUMN STRESS =0.24
BRACING
HORIZONTAL ^/ DIAGO
1 1/2X 1-1/2X 14GA 1 1/2X 1-1/
STRESS = 0 04 STRESS =
BEAM
V4-3/1 6X2-1 /2X1 4GA(BB3)
MAX LOAD/LEVEL = 4,973 Ib
BEAM IS O K
SLAB & SOIL
NAL V V
'2 X 1 4 GA PUNCT STRESS = 0 22
0 08 BENDING STRESS =0 09
PROJECT.
FOR
NEXT PROTEIN
CS GOODALE
SHEET NO OF.15
MATERIAL HANDLING ENGINEERING
TEL (909)869-0989 • FAX (909)869-0981
161 ATLANTIC STREET • POMONA • CA 91 768
CALCULATED BY_BOB S DATE.01-29-2001
LOADS & DISTRIBUTION :TYPE S/R
LIVE LOAD PER SHELF = Wll = 3,000 Ib
(BASED ON CLIENT SUPPLIED DATA)
DEAD LOAD PER SHELF = Wdl = 200 Ib
TOTAL LOAD PER FRAME = 3,200 Ib
SEISMIC SHEAR BASED ON SECTION 1630.2.1 OF THE 1997 UBC
WHERE
V = ((2.5 x Ca x I) / R) x Wtotal
Wtotal = (Wll + Wdl) x n
n = # of shelves
Seismic Zone = 4
Ca = 0.44
R(long) = 5.6
R(trans) = 4.4
LONGITUDIAL DIRECTION
1= 1
Soil Coef. = Sd
Na = 1.0
Nv= 1.6
f
M
*
1
8
10"
8
t
3"
5"
'
U Ib
2
3,000 Ib
1
/ nrn
C- 1 IT
421#
Vlong = (2.5 x 0.44 x 1 )/(5.6) x W) / 1.4
449 Ib w/ working stress reduction
Fi= VWhi/ZWh
TRANSVERSE DIRECTION
Vtrans = (2 5 x 0.44 x 1 )/(4.4) x W / 1.4
571 Ib w/ working stress reduction
Fi= VWhi/ZWh
lu= 96"
42"
42"
n 35#
t- A?"42'H
536#
PROJECT,
FOR
NEXT PROTEIN
CS GOODALE
SHEET NO 8 OF.15
MATERIAL HANDLING ENGINEERING
TEL (909)869-0989 • FAX (909)869-0981
161 ATLANTIC STREET • POMONA • CA 91 768
CALCULATED BY_BOBS DATE.01-29-2001
LONGITUDINAL ANALYSIS "TYPE S/R
THE ANALYSIS IS BASED ON THE PORTAL METHOD, WITH THE POINT OF CONTRA FLEXURE OF THE
COLUMNS ASSUMED AT MID-HEIGHT BETWEEN BEAMS, EXCEPT FOR THE LOWEST PORTION, WHERE
THE BASE PLATE PROVIDES ONLY PARTIAL FIXITY, THE CONTRA FLEXURE IS ASSUMED TO OCCUR
CLOSER TO THE BASE (OR AT THE BASE FOR PINNED CONDITION, WHERE THE BASE PLATE CANNOT
CARRY MOMENT)
Vlong = 2 * Vcol =
Vcol =
F 1 = 211 Ib.
F 2 = 14 Ib.
449 Ib
224 Ib.Beam toCol Conn
BASE PROVIDE PARTIAL FIXITY SEE BASE PLATE SHT.
Mbase = 6337 in Ib
Mupper + Mlower = Mconn'R1 + Mconn'L'
Mconn'R' = Mconn'L1
Mconn * 2 = Mupper + Mlower
Mconn = [Mupper + Mlower]/2
RESULTING FORCES ON COLUMN
SECTION AXIAL LOAD MOMENT Mconn
1 1600 12519
ODD<12 50 605
Mupper
Jlf— B—7T SLAB
MATERIAL HANDLING ENGINEERING
TEL (909)869-0989 • FAX (909)869-0981
161 ATLANTIC STREET • POMONA • CA 91 768
PROJECT.
FOR
NEXT PROTEIN
CS GOODALE
SHEET NO OF_15
CALCULATED BY_BOBS.DATE.01-29-2001
COLUMN ANALYSIS :TYPE S/R
COLUMN IS ANALYZED PER AISI COLD-FORMED STEEL DESIGN MANUAL
Pmax = 1,600 Ib Mmax = 12,520 m.lb.
Kxlx/rx = 1 2 * 84 / 1 304 = 77 3 <- GOVERNS
Kyly/ry = .8 * 42 / 1.08= 31.1
Cc = (2nA2E/Fy)A 5
= 1070
SINCE Kl/r <= Cc,
Fa = 522Fy-[(kl/r*Fy)/1494]A2
= 1 9,407 psi
fa = Pmax/Area
= 1,749psi.
fb = Mmax/Sx
= 11,381 psi
fa/Fa =0.09 <=.15
fa/Fa+fb/Fb <= 1.33
Fb = 6*Fy = 30,000 psi
f b/Fb = 0.38
COMBINED STRESS = 0.47
^
-I
B
SECTION PROPERTIES
A =3" B = 3"
C= 75" D = 0"
E = 0" Wt =0#
tl = 1046" t2 =0"
Area= 915"A2
Ix = 1 65"M ly = 1 1"M
Sx = 1 1 "A3 Sy = 73"*3
rx = 1 304" ry = 1 08"
88"
+84"
L
42"
42"
Front View
PROJECT.
FOR
NEXT PROTEIN
CS GOODALE
SHEET NO 10 OF.15
MATERIAL HANDLING ENGINEERING
TEL (909)869-0989 • FAX (909)869-0981
161 ATLANTIC STREET • POMONA • CA 91 768
CALCULATED BY_BOB S.DATE.01-29-2001
BEAM ANALYSIS :TYPE S/R
BEAM TO COLUMN CONNECTIONS PROVIDE ADEQUATE MOMENT CAPACITY TO STABLIZE THE SYSTEM,
ALTHOUGH IT DOES NOT PROVIDE 100% FIXITY THUS, THE BEAMS WILL BE ANALYSED ASSUMING
THEY HAVE PINNED ENDS FOR THE COMPUTATION OF BEAM TO COL MOMENT CAPACITY, THE
PARTIAL FIXITY OF THE BEAM,(ASSUMED AT AN ARBITRARY 25% OF THE FIXED END MOMENT OR
2,000 in Ib WHICH EVER IS SMALLER) WILL BE ADDED
: 2 5"
— 1 75"—
t= 0747
f
' in
i
>,
\
1 625"
J_— »*—
Sx = 1 119 in AS
lx= 2430 in A4
lact = 96 0 in
Imax = [1950 + 1200(Ml/M2)]b/Fy
SINCE Ml/M2 = 1 0
Imax = 3150*b/Fy = 158 in
SINCE Imax > lact Fb = 60Fy = 30,000 psi.
MAXIMUM STATIC LOAD PER LEVEL DEPENDS ON 4 1875'
1) BENDING CAPACITY
M = Sx* Fb = w|A2/8
= 33570m.lb
CAPACITY = 2(8*M/I) = 4973lb.
2) MAXIMUM ALLOWABLE DEFLECTION (L/180).
A = 5w|A4/384EI
CAPACITY = 2[(384EI)/(5*180*|A2)] = 6637lb.
MAXIMUM STATIC LOAD PER LEVEL IS 4,973 Ib.
ALLOWABLE AND ACTUAL BENDING MOMENT AT EACH LEVEL
Mstatic = w|A2/8 = LIVE LOAD*L/(2*8) Mallow(static) = Sx * Fb
Mimpact = 1 125*Mstatic Mallow(seismic) = 1 33 * Sx * Fb
Mseismic = Mconn (SEE LONG ANALYSIS)
LEVEL Mstatic Mimpact Mallow Mseismic Mallow RESULT
11 zs Mstatic (static) (seismic)
1 18000 20250 33570 8562 44759 GOOD
2 18000 20250 33570 302 44759 GOOD
PROJECT.
FOR
NEXT PROTEIN
CS GOODALE
SHEET NO 11 OF 15
MATERIAL HANDLING ENGINEERING
TEL (909)869-0989 • FAX (909)869-0981
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CALCULATED BY.BOBS.DATE.01-29-2001
BEAM TO COLUMN CONNECTION
Mconn= ( Mlower + Mupper )/2 + Mend
CAPACITY OF CONNECTOR
a) SHEAR CAPACITY OF 7/16" DIA STUD
Area= 4375A2n/4= 150"A2
Fy = 50,000 psi
Pmax = 3,000#
b) BEARING ON COLUMN
Abrg =t*D t= 0747mm
= 5 * t Fu = 60,000 psi mm
Pmax brg = Area * Fbeanng
= 5t * 2 22 * Fu
= 4,975# > 3,000#
c) MOMENT CAPACITY OF BRACKET
S bracket = 110"A3
Mcap = S * Fbendmg
= 110* 66*Fy
C = Mcap/ 75 = 1 67 P1
P1 = 798 Mcap
= 0872 Fy = 4,360# > 3,000#
SINCE PLUG GOVERNS P1=3,000#
Mconn cap = P1 * 4 5 + P2 * 2 5 + P3 * 5
= 5 94 * 3,000# *1 33
= 23,778 "#
Mconn
371"eff
Mupper
Mconn
Mlower
BEAM TO COLUM
CONNECTION
1 5/8"
A
t = 7ga
1/2"
C = P1 + P2 + P3
= P1 + (2 5/4 5)P1 + ( 5/4 5)P1
= 1 67 P1
Sbracket= 110"A3
PROJECT,
FOR
NEXT PROTEIN
CS GOODALE
SHEET NO 12 OF.15
MATERIAL HANDLING ENGINEERING
TEL (909)869-0989 • FAX (909)869-0981
161 ATLANTIC STREET • POMONA • CA 91 768
CALCULATED BY_BOB S.DATE.01-29-2001
TRANSVERSE ANALYSIS : BRACING :TYPE S/R
IT IS ASSUMED THAT THE LOWER PANEL RESISTS THE FRAME SHEAR IN TENSION AND
COMPRESSION IF HORIZONTAL AND DIAGONAL MEMBERS ARE THE SAME, ANALYSIS WILL BE DONE
ON THE DIAGONAL MEMBER AS IT WILL GOVERN
DIAGONAL BRACING • COMPRESSION MEMBER
L diag. = [(L-6)A2+(D-2*Bcol)A2]A.5
= 509
Vdiag =Vtrans * Ldiag / D
= 692#
kl/rmin = [ 1 * 50 9 ] / 5292
= 96.20
Fa =.522Fy-[kl/r*Fy/1494]A2
= 15733 psi.
fa/Fa =Vdiag/(Area*Fa)
= 016
Dl= 50 9'
D= 42"
L= 42"
DIAGONAL AND
HORIZONTAL BRACING
W-
II
Area= 2775 "*rmm= 5292 "t= 0598 "
W= 1 5 "
H= 1 5 "
PROJECT.
FOR
NEXT PROTEIN
CS GOODALE
SHEET NO 13 OF.15
MATERIAL HANDLING ENGINEERING
TEL (909)869-0989 • FAX (909)869-0981
161 ATLANTIC STREET • POMONA • CA 91 768
CALCULATED BY_BOB S.DATE.01-29-2001
OVERTURNING :TYPE S/R
ANALYSIS OF OVERTURNING WILL BE BASED ON SECTION 222£ 7 1 OF THE 199"?-Uniform Building
Code.
FULLY LOADED
TOTAL SHEAR = 571 Ib.
Mot = Vtrans * ht * 1 15
= 571 *91 * 1.15
= 60057 in Ib
Mst = Z(Wp+ 85wDL) * d/2
= ( 3000+ 85 * 200) * 42/2
= 66570 m.lb
Puphft = 1 (Mot - Mst)/d
Puplift <= 0 NO UPLIFT
r42"
42
42
TOP SHELF LOADED
SHEAR = 17lb.
Mot = Vtop*h * 1.15
= 1 7 * 174 * 1 15
= 3573 in Ib
Mst = (Wp+wDL) * d/2
= ( 0+ 85 * 200) * 42/2
= 3570 in Ib
P uplift = 1(Mot-Mst)/d
= 0 Ib <- CRITICAL
fc 42"-
35#
536#
USE 2 ea 1/2 x 3-1/2 MIN. EMBED. ANCHOR
CAPACITY OF 1/2 x 3-1/2 = 875 Ib PULLOUT & 1 840 Ib SHEAR
COMBINED STRESS1 = 0 / 1750 + 285 / 3680 = 0 08
COMBINED STRESS2 = 0 / 1750 + 8 / 3680 = 0.00
SEIZMIC PROJECT.
FOR
NEXT PROTEIN
CS GOODALE
SHEET NO 14 OF.
MATERIAL HANDLING ENGINEERING
TEL (909)869-0989 • FAX (909)869-0981
161 ATLANTIC STREET • POMONA • CA 91 768
CALCULATED BY BOBS DATE.01-29-2001
BASE PLATE TYPE S/R
BASE PLATE WILL BE ANALYZED WITH THE RECTANGULAR STRESS RESULTING FROM THE VERTICAL
LOAD P, COMBINED WITH THE TRIANGULAR STRESSES RESULTING FROM THE MOMENT Mb (IF ANY)
THERE ARE 3 CRITERIA IN DETERMINING Mb THEY ARE 1) MOMENT CAPACITY OF THE BASE PLATE,
2) MOMENT CAPACITY OF THE ANCHOR BOLTS, AND 3) Vh/2 (FULL FIXITY) Mb IS THE SMALLEST
VALUE OBTAINED FROM THE 3 CRITERIA ABOVE
Pcol = 1 600 Ib. B = 8 in.
Mb = 6337 in Ib.
D = 5 in
b = 3 in.
P/A = Pcol/(D*B) = 40 psi.
M/S = Mb/((D*BA2)/6) = 11 8.8 psi.
f b2 = 2b/B*fb = 74 26 psi
fbl = fb-fb2 = 44.56 psi.
Mbase = wbl *2/2 = bl *2/2[ fa + fbl + 67fb2]
Mbase = 419.0 in Ib
Sbase = 1*tA2/6 = 0 0234 in A 3
Fbase = .75Fy * 1 33 = 36000 psi
f b/Fb = Mbase/(Sbase*Fbase) = .49
ANCHOR TENSION
t = .375 in
bl = 2.5 in.
rfti
Pcol
bl
B
IA 1 /
/
fa
fb I
fbl
T*d2=[Mbase- Pcol*b/2]
T = Mbase/d2 - Pcol*b/2d2
T = 874 Ib.
Pcol
PROJECT.
FOR
NEXT PROTEIN
CS GOODALE
SHEET NO 15
MATERIAL HANDLING ENGINEERING
TEL (909)869-0989 • FAX (909)869-0981
161 ATLANTIC STREET • POMONA • CA 91 768
OF.15
CALCULATED BY_BOBS DATE.01-29-2001
SLAB AND SOIL "TYPE S/R
THE SLAB WILL BE CHECKED FOR PUNCTURE STRESS IF NO PUNCTURE OCCURS, IT WILL BE
ASSUMED TO DISTRIBUTE THE LOAD OVER A LARGER AREA OF SOIL AND WILL ACT AS A FOOTING
(a) PUNCTURE
Pmax = 1 4 DEAD LOAD + 1.7 LIVE LOAD
Pmax =
Fpunct = 2*sqrt(f c)
Apunct = [(w+t/2)+(d+t/2)]*2*t
fv/Fv = Pmax/(Apunct*Fpunct)
1 4*Pcol
4,671 Ib
89 4 psi.
180.0
029
1.7*(Mot/d)
(b) SLAB TENSION
Asoil = Pmax/(1 33 * fsoil) = 3.50 ft
= 504 in A2
L = sqrt(Asoil) = 22.5 in
B = sqrt(w*d) + t = 11 3 in.
b = (L-B)/2 = 5 6 in
Mconc = wbA2/2 = (1 33*fsoil*bA2)/(144*2)
1435m.lb.
Scone = 1 *tA2/6 = 417 m.A3
Fconc = 50 *sqrt(fc) = 201.25 psi.
fb/Fb = Mconc/(Sconc*Fconc) = 0.17
' b,' B
T
t
^
{
JL, '
BASE PLATE
w = 8 in.
d = 5 in
CONCRETE
t = 5 in
f'c = 2000 psi.
SOIL
f s = 1000 psf.
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