HomeMy WebLinkAbout2051 PALOMAR AIRPORT RD; ; CB990039; PermitCity of Carlsbad
04/13/1999 Commercial/Industrial Permit Permit No: CB990039
Building Inspection Request Line (760) 438-3101
Job Address: 2051 PALOMAR AIRPORT RD CBAD
Permit Type: TI Sub Type: IN DUST
Parcel No: 2130503900 Lot #: 0 Status:
Valuation: $524,608.00 Construction Type: VN Applied:
Occupancy Group: 28 Reference #: Entered By:
Project Title: MELLES GRIOT Plan Approved:
18,736 SF OFFICE/ASSEMBLY/MANUFI IMPROVEMENT lssue31
Inspect Area:
APPROVED
01/05/1999
DT
03/25/1999
04/i3/99 0001 01 02
Owner: CPRMT 2205.75
SUN ROAD PALOMAR PARTNERS L P
1455 FRAZEE RD #1000
SAN DIEGO CA92108'
Applicant:
HOSFORD, MARK
475 PRODUCTION ST
SAN MARCOS CA 92069
760-744-4600
Total Fees: $3,567.88 - Total Payments To, Date: $1,362.13 :- Balance Due: $2,205.75
Building Permit
Add'l Building Permit Fee
Plan Check
Add'I 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'I Pot. Water Con. Fee
$2,095.58 Red. Water Con. Fpe $0.00
$0.00 Meter Size
$1,362.13 , Add'I Recl'Water Con. Fee $0.00
$0.00 ' CFD Payoff Fee , $0.00
$0.00— :pFF / , $0.00
$110.17 ". 'PFF (CFD Fun'd).' $0.00
$0.00 License Tax $0.00
$0.00 1'c0Ftiô'eñ'è Tax (CFD Fund) - $0.00
$0.00 Traffic Impact Fee ' - $0.00
$0.00 Traffic Impact (CFD Fund) $0.00
$0.00 ',
$0.00 PLUMBING TOTAL' $0.00
$0.00 ELECTRICAL TOTAL $0.00
$0.00 - MECHANICAL TOTAL $0.00
$0.00 Master Drainage Fee: $0.00
Sewer Fee: $0.00
$0.00 TOTAL PERMIT FEES $3,567.88
FINAL APPROVAL
Inspector: Date: /./Z'7/5'i 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.
CITY OF CARLSBAD
2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161
\/Ifkl '7
FOR OFFICE USE ONLY
PERMIT APPLICATION PLAN CHECK.NO.__________
CITY OF CARLSBAD BUILDING DEPARTMENT EST. VAL.
Plan Ck. Deposit 27,13 2075 Las Palmas Dr., Carlsbad CA 92009 -
(760) 438-1161 S . Date
By (;-1
6ifr/'t
Address (include Bldg/Suite #) P4y('e/ 'M' opoarcel /Z?rijflI# cq'7 11 /frj Business Name (at this address)
j .ft office of J4,. Coon/y ?ôn*1Sgn i1/eqO E'bwM, i1p /16O (I
Lev D scription Lot o. Suldivisi n Nam/Number Unit No. Phase No. Total # of units
11iOf5cOO manv ma
Assessor's Parcel A ist
49
e
Description of Work sf. F1' #of Stories # of Efedrooms C—PRM'Tof Bathrooij62 13
CifVoin 5k4
RmAra
fle P ro'-rs . -
Name Address City State/Zip Telephone # Fax #
13 r 'APPLICANt cntr jOjer AjJt for /i
Sujynaô( TblOrvlor Ibr4ne& IL SF2ee Ro . IOO &i CA '72IO vaqLg -3Z2
Name Address City State/Zip Telephone #
(Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its
issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law
[Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged
exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$5001).
Name Address City State/Zip Telephone #
State License #5-41/10 License Class City Business License ii Q 97
Designer Name Address City State/Zip Telephone
State License #
U WORKERS COMPENSAfiök,
Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations:
I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance
of the work for which this permit is issued.
I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued. My worker's c m ensation insurance carrier and policy number are: j j a
Insurance Company Ukfller5 Policy No./Qc2.tXY'7 'Oh' 55" Expiration Date j J
(THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$1001 OR LESS)
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 t c p motion coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred
thousand dollars io o e cost of compensation, damages as provided for In Section 3706 of the Labor code, Interest and attorney's fees.
SIGNATURE DATE
TOWNER BUI[bEWöE LA -'
I hereby affirm that I am exempt fro the Contractor's License Law for the following reason:
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).
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).
I am exempt under Section ____ Business and Professions Code for this reason:
I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO
I (have / have not) signed an application for a building permit for the proposed work.
I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number):
I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name I address I phone
number / contractors license number):
I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name I address / phone number I type
of work):
PROPERTY OWNER SIGNATURE DATE
.COMOLET FOLOffflfj&iVj1Ai BUILDING PRftS'ÔLY ,
Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention
program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES 0 NO
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES 0 NO
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES ,R7 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.
8CONSTRUCTIONLENDINGAGEN -
I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 30970) Civil Code).
LENDER'S NAME LENDER'S ADDRESS_______________________________________________________
. .: _.
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 CitS' of Carlsbad to enter upon the above mentioned
property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES,
JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.
OSHA: An OSHA permit is required for excavations over 5'0 deep and demolition or construction of structures over 3 stories in height.
EXPIRATION: Every permit issue cial und r the provisions of this Code shall expire by limitation and become null and void if the building or
work authorized by such per is no om ithi 365 ays from the date of such permit or if the building or work authorized by such permit is suspended
or abandoned at any time a e tile i nced o eriod of 180 days (Section 106.4.4 Uniform Building Code).
APPLICANT'S SIGNATURE DATE
WHITE: File YELLOW: Applicant PINK: Finance
Inspection List
Permit#: CB990039 Type: TI INDLiST MELLES GRIOT
18,736 SF OFFICE/ASSEMBLY/MANUF/ IM
Date Inspection Item Inspector Act Comments
12/14/1999 89 Final Combo TP AP
12/14/1999 89 Final Combo - RI PAGE JOHN WITH ANY PROBLEMS
12/9/1999 89 Final Combo TP CA RESET FOR 12/10
12/2/1999 89 Final Combo PD CO RESET FOR 12/9
9/15/1999 89 Final Combo TP CO
6/17/1999 39 Final Electrical TP NR
6/17/1999 39 Final Electrical TP NS
6/9/199984 Rough Combo TP PA CElL SEE CARD
5/17/1999 17 Interior Lath/Drywall TP WC NO INSP THIS PERMIT
5/17/1999 24 Rough/Topout TP WC
5/11/1999 17 Interior Lath/Drywall TP AP FRNT OFFICES
5/10/1999 12 Steel/Bond Beam TP CO SPRD FTNS
5/10/1999 84 Rough Combo TP WC
5/7/199914 Frame/Steel/Bolting/Weldin TP AP FRN OFFICES
5/7/199924 Rough/Topout TP WC
5/7/199934 Rough Electric TP AP FRNT OFFICES
5/7/199944 Rough/Ducts/Dampers TP WC
Monday, December 27, 1999 Page 1 of 1
City of Carlsbad Inspection Request
For: 12/14/1999
Permit# CB990039 Inspector Assignment: TP
Title: MELLES GRIOT
Description: 18,736 SF OFFICE/ASSEMBLY/MANUF/ IMPROVEMENT
Type: TI Sub Type: INDUST
Phone: 7604382131
Job Address: 2051 PALOMAR AIRPORT RD
Suite: Lot 0
Location: Inspector:
APPLICANT HOSFORD, MARK
Owner: SUNROAD PALOMAR PARTNERS L P
Remarks: PAGE JOHN WITH ANY PROBLEMS
Total Time: Requested By: JOHN LEACH
Entered By: CHRISTINE
CD Description Act Comments
19 Final Structural
29 Final Plumbing
39 Final Electrical
49 Final Mechanical
Associated PCRs
Inspection History
Date Description
12/9/1999 89 Final Combo
12/2/1999 89 Final Combo
9/15/1999 89 Final Combo
6/17/1999 39 Final Electrical
6/17/1999 39 Final Electrical
6/9/1999 84 Rough Combo
5/17/1999 17 Interior Lath/Drywall
5/17/1999 24 Rough/Topout
5/11/1999 17 Interior Lath/Drywall
5/10/1999 12 Steel/Bond Beam
5/10/1999 84 Rough Combo
5/7/1999 14 Frame/Steel/Bolting/Welding
5/7/1999 24 Rough/Topout
5/7/1999 34 Rough Electric
5/7/1999 44 Rough/Ducts/Dampers
Act Insp Comments
CA TP RESET FOR 12/10
CO PD RESET FOR 12/9
CO TP
NS TP
NR TP
PA TP CElL SEE CARD
WC TP NO INSP THIS PERMIT
WC TP
AP TP FRNT OFFICES
CO TP SPRD FTNS
WC TP
AP TP FRN OFFICES
WC TP
AP TP FRNT OFFICES
WC TP
--.-- ---c
r7i
City of Carlsbad
Final Building Inspection
Dept: Building Engineering Planning CMWD St Lite Fire
Plan Check #: Date: 9/15/99
Permit #: CB990039 Permit Type: TI
Project Name: MELLES GRIOT Sub Type: INDUST
Address: 2051 PALOMAR AIRPORT RD Lot: 0
Contact Person: JOHN Phone: 0000000000
Sewer Dist: CA Water Dist: CA
Inspected Date
By: _____ Inspected: Approved: Disapproved:
Inspected Date
By: Inspected: Approved: ______ Disapproved:
Inspected Date
By: Inspected: Approved: ______ Disapproved:
Comments:
Matrix Engineer's & Contractors Inc. Lic.# 541170
475 Production Street San Marcos Ca, 92069
Phone (760)744-4600 Fax (760)744-4607
To whom It may concern regarding the Project Melles Griot Located at 2051
Palomar Airport Road Carlsbad California 92008 Plan Check #982951, 990039, and 990127.
Please let this letter serve Is a guarantee that on 6/3/99 all the Electrical Service Wire Terminations Torque Is to Manufacture specifications and were done by Calibrated Torque
Wrench by qualified LB.E.W. Personal with the following settings.
1/8" Allen type
'/4" Allen type
3/8" Allen type
1/2" Allen type
9/16" Allen type
43-47 Inch Pounds
62-68 Inch Pounds
18-22 Foot Pounds
47-53 Foot Pounds
52-55 Foot Pounds
All terminations not listed here are also completed to specifications.
Including but not limited to Transformers, Distribution Boards, Panel Boards,
SwitchBoards, Disconnects, and Equipment Terminals.
if you have any questions please do not hesitate to call our office
K/~14,414M
991010.LTR
EsGil Corporation
In Partnership with Government for Building Safety
DATE: MARCH 23, 1999 0 APPLICANT
JURISDICTION: CARLSBAD 0 PLAN REVIEWER
0 FILE
PLAN CHECK NO.: 99-39 SET:V
PROJECT ADDRESS: 2051 PALOMAR AIRPORT RD.
PROJECT NAME: MELLES GRIOT (T.I.)
The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
fl 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: ) Fax #:
Mail Telephone Fax In Person
[I] REMARKS:
By: Ali Sadre Enclosures:
Esgil Corporation
GA MB D EJ D PC 3/19 trnsmtLdot
9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax (619) 560-1576
EsGil Corporation
In Partnership with Government for Building Safety
DATE: MARCH 16, 1999 O APPLICANT
JURISDICTION: CARLSBAD 0 PLAN REVIEWER
O FILE
PLAN CHECK NO.: 99-39 SET: IV
PROJECT ADDRESS: 2051 PALOMAR AIRPORT RD.
PROJECT NAME: MELLES GRIOT (T.I.)
The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
The plans transmitted herewith will substantially comply with the jurisdiction's building codes
when minor deficiencies identified below are resolved and checked by building department staff.
The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck. PLEASE SEE BELOW
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:
MARK HOSFORD 475 PRODUCTION ST., SAN MARCOS, CA 92069
Esgil Corporation staff did not advise the applicant that the plan check has been completed.
fl 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
REMARKS: Please see attached for remaining corrections from previous list.
By: All Sadre Enclosures:
Esgil Corporation
fl GA EJ MB EJ EJ PC 3/10 trnsmtl.dot
9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax (619) 560-1576
CARLSBAD 99-39
MARCH 16, 1999
Please make all corrections on the original tracings and submit three revised/
signed sets of prints, to: The jurisdiction's building department.
Please change the swing direction for all doors out of both large (future)
manufacturing areas. The doors should all swing into the corridor when the
occupant load is over 50.
Please dimension the minimum width of 1-hour corridor on line 2. It should be
wide enough for the double doors to swing into it per previous item.
Please remove note # 39 above double door from manufacturing area (near grid
point H-2). This is a required exit from the largest manufacturing area meeting
half the diagonal distance.
The office area between lines A & E with 141 occupants need to have a 1-hour
corridor by the lobby. Show the extent of this rated corridor to have less than 20'
dead ends.
Note on plans the modular office between lines A & E is less than 5'-9" tall so it
will not constitute a corridor.
Label the use of all spaces in the office portion per previous item next to
restrooms and adjacent to the computer room.
Please provide a response list stating where all the changes are made on plans. If
you have any questions, please contact Ali Sadre with EsGil Corporation @ (619)
560-1468.
EsGil Corporation
1n Partnership with government for Building Safety
DATE: MARCH 2, 1999 E3 AP
JURISDICTION: CARLSBAD LJ PLAN REVIEWER
0 FILE
PLAN CHECK NO.: 99-39 SET: III
PROJECT ADDRESS: 2051 PALOMAR AIRPORT RD.
PROJECT NAME: MELLES GRIOT (T.I.)
The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
E 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. PLEASE SEE BELOW
fl 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:
MARK HOSFORD 475 PRODUCTION ST., SAN MARCOS, CA 92069
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
REMARKS: Please see attached for remaining corrections from previous list.
By: Ali Sadre Enclosures:
Esgil Corporation
0 GA J MB M EJ Pc 2/24 trnsmtl.dot
9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax (619) 560-1576
CARLSBAD 99-39
MARCH 2, 1999
I. Please make all corrections on the original tracings and submit three revised/
signed sets of prints, to: The jurisdiction's building department.
2. On the first sheet of the plans indicate:
Proposed occupancy classifications of the remodel area: i.e., B (Office)/ A3 (Lunch room)/ Fl
(Industrial)! SI (Warehouse). Under occupancy on A-I, it still says: B/Fl.
The exiting as shown on A-2 via designated cross hatched walkways are
unacceptable. All such areas need to be made into corridors; revise the floor
plans accordingly. Please do not resubmit without this correction.
The mezzanine exits on line I are too close, thus the stairs on line 2 needs to be
used as a second exit. However, as shown, this exit goes through too many
adjoining rooms. The hatched area on first level should be made into a corridor.
[Please see attached lCBO interpretation on how to correctly measure distance
between exiting which is between rated shafts not landing-to-landing].
Exiting through an unimproved space such as future production area (N.l.C.) is
not acceptable. This area should either be fully improved under this permit or
provide a rated corridor with exit lighting, etc. to the outside. Section 1003.5.
The exit door near grid point H-I requires panic hardware too, sheet A-2. Ch. 10.
Corridors serving 30 or more occupants shall have walls and ceilings of one-hour
construction. Show revised rated corridors on plans via cross hatching.
Section 1005.7, Excep. 5, 7 and 8 do not apply to common corridors where the
corridor serves as an exit for non-office areas (manufacturing, warehouse, etc.).
If non-rated corridors are used per Section 1005.7, Exc. 8, provide a reference to
the corridors on the floor plan, noting that the corridors are non-rated per Exc. 8.
Clearly show where the non-rated corridor system terminates and a rated
corridor system commences. Any non-rated corridors must have partitions on
each side defining them. As shown, cross hatching on floor plans is not
acceptable.
II. Label all 20-minute doors and 45-minute windows in revised rated corridors.
Section 1005.8.1.
Please provide a response list stating where all the changes are made on plans. If
you have any questions, please contact Ali Sadre with EsGil Corporation @
(619) 560-1468.
S.-
JURISDICTION: CARLSBAD
DATE: FEB. 9, 1999 O APPLICANT
jj:)
O PLAN REVIEWER
0 FILE
PLAN CHECK NO.: 99-39 SET: II
EsGil Corporation
2n Partnership with government for Building Safety
p
PROJECT ADDRESS: 2051 PALOMAR AIRPORT RD.
PROJECT NAME: MELLES GRIOT (T.I.)
Li The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
Li 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. PLEASE SEE BELOW
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:
MARK HOSFORD 475 PRODUCTION ST., SAN MARCOS, CA 92069
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
REMARKS: Please see attached for remaining corrections from previous list.
By: All Sadre Enclosures:
Esgil Corporation
F-1 GA 0MB DEJ PC 2/1 tmsmtl.dot
9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax (619)560-1576
CARLSBAD 99-39
FEB. 9, 1999
Please make all corrections on the original tracings and submit three revised/
signed sets of prints, to: The jurisdiction's building department.
On the first sheet of the plans indicate:
Proposed occupancy classifications of the remodel area: i.e., B (Office)! A3 (Lunch room)! Fl
(Industrial)! Si (Warehouse). Under occupancy on A-i, it still says: B/SI.
Indicate the use of the space (Labeled as N.l.C.) to the bottom of grid line 4 on
sheet A-2, i.e., as vacant under future permit (per response).
Please update all the general notes on A-I for 1994 UBC Code Sections instead
of 1991 UBC. I.e., see notes 34, 39, etc.
The exiting as shown on A-2 via designated cross hatched walkways are
unacceptable. All such areas need to be made into corridors; revise the floor
plans accordingly. Please do not resubmit without this correction.
The mezzanine exits on line I are too close, thus the stairs on line 2 needs to be
used as a second exit. However, as shown, this exit goes through too many
adjoining rooms. The hatched area on first level should be made into a corridor.
Exiting through an unimproved space such as future production area (N.l.C.) is
not acceptable. This area should either be fully improved under this permit or
provide a rated corridor with exit lighting, etc. to the outside. Section 1003.5.
All doors within the exit path from Group A occupancy to a public way, shall be
equipped with panic hardware. This applies to existing exit doors on grid line 1,
sheet A-2. Ch. 10.
Corridors serving 30 or more occupants shall have walls and ceilings of one-hour
construction. Show revised rated corridors on plans via cross hatching.
Section 1005.7, Excep. 5, 7 and 8 do not apply to common corridors where the
corridor serves as an exit for non-office areas (manufacturing, warehouse, etc.).
If non-rated corridors are used per Section 1005.7, Exc. 8, provide a reference to
the corridors on the floor plan, noting that the corridors are non-rated per Exc. 8.
Clearly show where the non-rated corridor system terminates and a rated
corridor system commences.
Label all 20-minute doors and 45-minute windows in revised rated corridors.
Section 1005.8.1.
Show maximum span of ceiling joists in rated corridors. Section 1005.7.
CARLSBAD 99-39
FEB. 9, 1999
If a room with an exhaust fan has a door opening into a rated corridor, show how
makeup air will be provided to the room. The door cannot be undercut, nor can a
louver in the door be provided. Section 1005.8.1.
Provisions in Chapter 7 require special treatment of penetrations at fire-resistive
assemblies. Provide typical details on the plans showing how the fire-resistive
integrity will be maintained at the following conditions (Include the manufacturers'
names and ICBO numbers (or equal) for any sealant):
THROUGH-PENETRATIONS (through the entire assembly):
Fire-resistive bearing walls and/or walls requiring protected openings shall have penetrations
protected with through-penetration fire stops having an F-rating, T-rating or complying with UBC
Standard 7-1, depending on their locations, sizes and combustibility. Fire resistive floor/ceiling
assemblies shall have penetrations protected with through-penetration fire stops having and
F-rating, T-rating or complying with UBC Standard 7-1, depending on their sizes, combustibility
and whether the penetrations are in walls above.
MEMBRANE-PENETRATIONS (through only one side of an assembly):
Fire-resistive walls (whether bearing or not and whether requiring fire protected
openings or not) shall have penetrations protected with membrane-penetration fire stops
having an F-rating or complying with UBC Standard 7-1, depending on their size and
combustibility. Limited steel electrical outlet boxes (not exceeding 16 sq. in., nor more
than 100 sq. in. for any 100 sq. ft. of wall) require no protection. Fire-resistive ceilings
shall have no penetrations, except for noncombustible sprinkler pipes and steel
electrical outlet boxes as described above.
Provide a partial foundation and framing plans per SI.
Show where sections 1 & 2/SI are taken from on floor plans.
Provide complete signed calculations for all the structural changes per SI.
Submit lateral calculations showing no shear walls are being removed.
Specify the size of the nailer plate on detail 8/SI.
Note metal stud to tube connections, i.e., screw size and spacing on 8/SI.
Show positive connections between the blocking and nailer plate on 4/SI.
Specify complete material specifications for welding, concrete, rebar, steel
plates, tubes, etc. per SI on plans.
Note in bold letters on cover sheet of plans: "City inspector to verify that there
are no Mechanical, Plumbing, Electrical or Envelop changes under this permit".
. Please provide a response list stating where all the changes are made on plans. If
you have any questions, please contact All Sadre with EsGil Corporation @
(619) 560-1468.
EsGil Corporation
In Partners/up with Government for Bui11ing Safety
DATE: JAN. 14, 1999 13LARRL1C6NT
JURISDICTION: CARLSBAD 0 PLAN REVIEWER
C] FILE
PLAN CHECK NO.: 99-39 SET:I
PROJECT ADDRESS: 2051 PALOMAR AIRPORT RD.
PROJECT NAME: MELLES GRIOT (T.I.)
The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
The plans transmitted herewith will substantially comply with the jurisdiction's building codes
when minor deficiencies identified below are resolved and checked by building department staff.
The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
The applicant's copy of the check list has been sent to:
MARK HOSFORD 475 PRODUCTION ST., SAN MARCOS, CA 92069
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
REMARKS: Complete P/M/E to be submitted at back-check.
By: All Sadre Enclosures:
Esgil Corporation
GA Z MB J EJ PC 1/7 trnsmU.dot
9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax (619) 560-1576
CARLSBAD 99-39
JAN. 14, 1999
PLAN REVIEW CORRECTION LIST
TENANT IMPROVEMENTS
PLAN CHECK NO.: 99-39 JURISDICTION: CARLSBAD
OCCUPANCY: B/A3/Fl/Sl USE: Off. /Assmbly/ Indus. /WAREHOUSE
ITYPE OF CONSTRUCTION: VN ACTUAL AREA: 18,736 THIS T.I.
IALLOWABLE FLOOR AREA: UNLIMITED STORIES: TWO
HEIGHT: NO CHANGE
SPRINKLERS?: Y
REMARKS:
DATE PLANS RECEIVED BY
JURISDICTION: 1/5
DATE INITIAL PLAN REVIEW
COMPLETED: JAN. 14, 1999
OCCUPANT LOAD: 185
DATE PLANS RECEIVED BY
ESGIL CORPORATION: 1/7
PLAN REVIEWER: Ali Sadre
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 1994 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,
1994 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.
LIST NO. 40, TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1994UBC) tiforw.dot
CARLSBAD 99-39
JAN. 14, 1999
Please make all corrections on the original tracings and submit three revised/
signed sets of prints, to: The jurisdiction's building department.
Each sheet of the plans must be signed by the person responsible for their
preparation. Business and Professions Code.
Provide any suite number for the tenant space on plans. Section 106.3.3.
Provide a statement on the Title Sheet of the plans that this project shall comply
with Title 24 and 1994 UBC, UMC and UPC and 1993 NEC.
Provide a note on the site plan indicating the previous use of the tenant space or
building being remodeled. Section 106.3.3.
6. On the first sheet of the plans indicate:
Proposed occupancy classifications of the remodel area: i.e., B (Office)! A3 (Lunch room)! Fl
(industrial)/ SI (Warehouse).
The floor where the tenant improvement is located: First Floor
The occupant load of the remodel area(s): Accordingly for each area as well as the total
occupants.
Indicate the use of the space (Labeled as N.l.C.) to the bottom of grid line 4 on
sheet A-2 adjacent to the area being remodeled or improved.
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. Revise note 33 on A-I accordingly.
Please update all the general notes on A-I for 1994 UBC Code Sections instead
of 1991 UBC. I.e., see note 34, etc.
On the section view of new interior partitions, show:
Shot pin diameter, embedment and end spacing, i.e., detail 3/A8.
Show maximum height of all partitions.
C) Specify metal studs to have ICBO or equal approval numbers.
II. Note on the plans: "All interior finishes must comply with Chapter 8 of the UBC".
Specify "Class Ill flame spread rating (minimum) for B/A3/FI/SI ."
Note on plan that suspended ceilings shall comply with UBC Tables 25-A, 16-0
and 16-B. See details 9 & 11!A8.
In buildings with wood frame construction, draft stop the area between the ceiling
and floor above so that no concealed space exceeds 3,000 s.f. and no horizontal
dimension exceeds 100 L.F. Section 708.
CARLSBAD 99-39
JAN. 14, 1999
In buildings with wood frame construction, draft stop the area between the ceiling
and roof above so,that no concealed space exceeds 9,000 s.f. and no horizontal
dimension exceeds 100 L.F. Section 708.
Provide an exit analysis plan (may be 8 1/2" x 11" or any convenient size). Show
in this analysis the occupant load of each area, the general exit flow patterns (by
using arrows), accumulated occupant loads and required exit widths.
In areas where the occupant load exceeds 30 two exits are required. See office
bounded by grid lines E and G. Similarly, for the lunch room on sheet A-4. UBC,
Table 10-A. Please see the following items for details.
When two exits are required, only one exit can go through an adjoining room. As
shown, both required exits for the office bounded by grid lines E & G go through
an adjoining room. Sheet A4.
Exiting through an unimproved space such as future production area (N.l.C.) is
not acceptable. See that shown for lunch room on A-2. This area should either
be fully improved under this permit or provide a rated corridor with exit lighting,
etc. to take the occupants to the outside. Section 1003.5.
Exit signs should be provided whenever two exits are required. Show all required
exit sign locations. Section 1013.1. This applies to both required exits from the
lunch room as well those required for office space bounded by lines A and E on
sheet A-4.
Show that exits are lighted with at least one foot candle at floor level. Section
1012.1.
Exit doors should swing in the direction of exit travel when serving an occupant
load of 50 or more. This applies to lunch room rear exit doors. Section 1004.2.
Exit doors from Group A occupancy shall not be provided with a latch or lock
unless it is panic hardware. Chapter 10. See lunch room exit doors.
When additional doors are provided for egress purposes, they shall conform to
the width, swing and hardware provisions in Chapter 10. Sections 1004.3 and
1004.6. See Sec. 1004.12. This applies to third door from the lunch room.
All doors within the exit path from Group A occupancy to a public way, shall not
be provided with latches or locks unless they are equipped with panic hardware.
This applies to all building exit doors in the path of exit from lunch room. Ch. 10.
Corridors serving 30 or more occupants shall have walls and ceilings of one-hour
construction. Show rated corridors on plans via cross hatching, etc.
CARLSBAD 99-39
JAN. 14, 1999
Section 1005.7, Excep. 5, 7 and 8 do not apply to common corridors where the
corridor serves as an exit for non-office areas (manufacturing, warehouse, etc.).
If non-rated corridors are used per Section 1005.7, Exc. 8, provide a reference to
the corridors on the floor plan, noting that the corridors are non-rated per Exc. 8.
Clearly show where the non-rated corridor system terminates and a rated
corridor system commences.
One-hour fire-rated corridors shall have interior door openings protected by tight-
fitting smoke and draft control assemblies rated 20 minutes. Doors shall be
maintained self-closing or be automatic closing by action of a smoke detector per
Section 713.2. Doors shall be gasketed to provide a smoke and draft seal where
the door meets the stop on sides and top. Section 1005.8.1.
Window openings in rated corridors (if any) shall be protected by fixed glazing
listed and labeled for a fire-protection rating of at least 3/4-hour. Section 713.9.
Provide a complete architectural section of the corridor showing all fire-resistive
materials and details of construction for all walls, ceiling and all penetrations.
Section 1005.7. Show rated corridors, lobbies or foyers cross-hatched on the
floor plans.
If a room with an exhaust fan has a door opening into a rated corridor, show how
makeup air will be provided to the room. The door cannot be undercut; nor can a
louver in the door be provided. Section 1005.8.1.
Provisions in Chapter 7 require special treatment of penetrations at fire-resistive
assemblies. Provide typical details on the plans showing how the fire-resistive
integrity will be maintained at the following conditions (Include the manufacturers'
names and ICBO numbers (or equal) for any sealant):
THROUGH-PENETRATIONS (through the entire assembly):
Fire-resistive bearing walls and/or walls requiring protected openings shall have penetrations
protected with through-penetration fire stops having an F-rating, T-rating or complying with UBC
Standard 7-1, depending on their locations, sizes and combustibility. Fire resistive floor/ceiling
assemblies shall have penetrations protected with through-penetration fire stops having and
F-rating, T-rating or complying with UBC Standard 7-1, depending on their sizes, combustibility
and whether the penetrations are in walls above.
MEMBRANE-PENETRATIONS (through only one side of an assembly):
Fire-resistive walls (whether bearing or not and whether requiring fire protected
openings or not) shall have penetrations protected with membrane-penetration fire stops
having an F-rating or complying with UBC Standard 7-1, depending on their size and
combustibility. Limited steel electrical outlet boxes (not exceeding 16 sq. in., nor more
than 100 sq. in. for any 100 sq. ft. of wall) require no protection. Fire-resistive ceilings
shall have no penetrations, except for noncombustible sprinkler pipes and steel
electrical outlet boxes as described above.
CARLSBAD 99-39
JAN. 14, 1999
Provide a note on the plans stating: "Penetrations of fire-resistive walls, floor or
roof-ceilings shall be protected as required in UBC Sections 709 and 710."
. ELECTRICAL
Submit plan showing location of all panels.
Submit panels schedules.
Submit electrical load calculations.
Indicate existing main service size.
Indicate existing total main service load.
Indicate new additional loads.
Indicate wiring method, i.e. EMT, metal flex.
Show exit signs on the electrical lighting plan(s). As per Sections 1012 and 1013
of the 1994 UBC, provide two sources of power to exit signs and exit illumination.
Provide multiple switch lighting controls per Title 24, Part 6.
. MECHANICAL
Show the size, location and type of all heating and cooling appliances or
systems.
Provide mechanical ventilation in all rooms capable of supplying outside air at a
minimum rate of 15 cubic feet per minute per occupant. UBC, Section 1202.2.1
Provide mechanical plans showing existing and proposed HVAC equipment,
ducts and access to equipment.
Detail access and working clearances to HVAC equipment. Also detail ladder
access to roof mounted HVAC equipment.
Detail disposal of main condensate drainage from air conditioning units. (UMC
Section 310)
Detail overflow (secondary) condensate discharge from air conditioning units that
are in a ceiling space, to a readily observable location. (UMC Section 310.1.1.)
Fire rated corridors are not to be used to convey air to or from rooms. UMC
Section 601.1.1.
CARLSBAD 99-39
JAN. 14, 1999
. PLUMBING
51. Provide complete plumbing plans, including:
Complete drain, waste and vent plans.
Provide gas line plans and calculations, showing pipe lengths and gas demands. UPC
Section 1217.0
C) Provide complete water line sizing calculations, including the water pressure, pressure
losses, water demands, and developed pipe lengths. UPC Section 610.0
d) Show water heater size, type and location on plans. UPC, Section 501.0
52. Detail how floor drain trap seal is to be maintained. UPC Section 1007.0 (floor
drain trap priming).
53. Show that water heater is adequately braced to resist seismic forces. Provide
two straps (one strap at top 1/3 of the tank and one strap at bottom 1/3 of the
tank). UPC, Section 510.0
54. Show P & T valve on water heater and detail drain line route from P & T valve to
the exterior. UPC Section 608.5.
55. Show 1/4" per 12" slope on drain and waste lines. UPC Section 708.0.
56. Provide a drinking fountain at each floor level in assembly occupancies (except
drinking and dining establishments). UBC Section 2902.2.
57. Note on the plans that new water closets/ urinals and associated flushometer
valves, if any, shall use no more than 1.6 gallons per flush. Health & Safety
Code, Section 17921.3(b).
. ENERGY
58. Provide plans, calculations and worksheets to show compliance with current
energy standards.
59. Provide complete energy designs for the proposed changes in envelope, lighting,
and mechanical systems. Provide the completed ENV-, LTG-, and MECH- forms
showing energy compliance.
60. On the plans clearly show the wall and roof insulation locations, thickness, and
R-values, as per the energy design. Also completed and signed ENV-1, LTG-1,
and MECH-1 forms must be imprinted on the plans.
. CITY REQUIREMENTS
61. Roof mounted equipment must be screened and roof penetrations should be
minimized (City Policy 80-6).
CARLSBAD 99-39
JAN. 14, 1999
No wiring is permitted on the roof of a building and wiring on the exterior of a
building requires approval by the Building Official. (City Policy)
All roof-mounted equipment shall be concealed from view. Provide structural
detailing for the screening.
MISCELLANEOUS
Exiting from the mezzanine floor thrpugh the unimproved space is unacceptable,
as shown on A2. Please provide a rated corridor on 1st floor (Sheet A2) to take the
mezzanine occupants directly to the outside.
Please specify on cover sheet of plans: all existing site items such as parking,
walks, etc. as well as access to the tenant space and sanitary facilities are HC
complying, field verify.
Please provide a response list stating where all the changes are made on plans. If
you have any questions, please contact All Sadre with EsGil Corporation @
(619) 560-1468.
CARLSBAD 99-39
JAN. 14, 1999
VALUATION AND PLAN CHECK FEE
JURISDICTION: CARLSBAD PLAN CHECK NO.: 99-39
PREPARED BY: All Sadre DATE: JAN. 14, 1999
BUILDING ADDRESS: 2051 PALOMAR AIRPORT RD.
BUILDING OCCUPANCY: B/A3/F1/S1 TYPE OF CONSTRUCTION: VN
BUILDING PORTION BUILDING AREA
(ft.2)
VALUATION
MULTIPLIER
VALUE
($)
OFFICE/ASSEMBLY/
MANUF./
18,736
WAREHOUSE
Air Conditioning
Fire Sprinklers
TOTAL VALUE 524,608
1994 UBC Building Permit Fee Bldg. Permit Fee by ordinance: $ 2,095.45
1994 UBC Plan Check Fee LI Plan Check Fee by ordinance: $ 1,362.04
Type of Review: Z Complete Review Structural Only Ej Hourly
LI Repetitive Fee Applicable LI Other:
Esgil Plan Review Fee: $ 1,089.63
Comments:
Sheet I of I
macvalue.doc 5196
PLANNING/ENGINEERING APPROVALS
PERMIT NUMBER CB '? C139' DATE
ADDRESS
RESIDENTIAL IMPROVEMENT
RESIDENTIAL ADDITION MINOR PLAZA CAMINO REAL (<$10000.00)
CARLSBAD COMPANY STORES
VILLAGE FAIRE
COMPLETE OFFICE BUILDING
OTHER
PLANNER DATE
ENGI fd DATE
DolMIsornwPIannIng Engineering APPrOValS
PLANNING DEPARTME
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- Address 2O( A-12— Planner )'ite he,'— Phone (619) 438-1161, extension
APN: (', c Q ç, - 39
Type of Project & Use: Net Project Density: DU/AC Zoning: General Plan: Facilities Management Zone:
CFD IinJniit) # _Date of participation: Remaining net dev acres:______ Circle One
(For non-residential development: Type of
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this permit:
Legend:1171 Item Complete (Z~Item Incomplete - Needs your action
Environmental Review Required: YES
NO TYPE
DATE OF COMPLETION:
Compliance with conditions of approval? If
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Conditions of Approval:
E Discretionary Action Required: YES NO TYPE APPROVAL/RESO. NO.
_ DATE
PROJECT NO.
OTHER RELATED CASES:
Compliance with conditions or approval? If not,
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Conditions of Approval:_________________
_
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_
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_
_
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_
_
_
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Coastal Zone Assessment/Compliance
Project site located in Coastal Zone? Y
E
S
NO____ CA Coastal Commission Authority? YES
NO____ If California Coastal Commission Authority: Contact them at
- 3111 Camino Del Rio North, Suite
200, San Diego CA 92108-1725; (619) 521-8036
Determine status (coastal Permit Required or Exempt):
Coastal Permit Determination Form alre
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?
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NO____ If NO, complete Coastal Permit Determination Form n
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.
Coastal Permit Determination Log #:
Follow-Up Actions:
Stamp Building Plans as "Exempt" or "Co
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Complete Coastal Permit Determination L
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.
Inclusionary Housing Fee required: YES NO
(Effective date of Inclusionary Housing Ordinance - May 21, 1993.)
Data Entry Completed? YES NO
(Enter CB #; UACT; NEXT12: Construct housing V/N
:
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Site Plan:
E 1. Provide a fully dimensional site plan drawn to scale. Show: North arro
w
,
property lines, easements, existing and proposed structures, streets, existing
street improvements, right-of-way width, dimensional setbacks and existing
topographical lines.
F7 71 7 2. Provide legal description of property and assessor's parcel number.
Zoning:
E 1. Setbacks:
Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown
777 2. Accessory structure setbacks:
Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown Structure separation: Required Shown
F7 7 F1 3. Lot Coverage: Required Shown
77 7 4. Height: Required Shown
(49
5. Parking: Spaces Required Shown Guest Spaces,Rçpuired Shown
r7Q Additional Comme
____
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OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER! / 7(/(-1XTE '1/I
® ENGINEERS & CONTRACTORS, INC.
April 13; 1999
City of Carlsbad
Planning Department
Greg Fisher
2075 Las-Palmas Drive
Carlsbad, CA 92009
Re: Plan Check No: CB990039
2051 Palomar Airport Road - Mells-Griot
Dear Mr. Fisher
In response to the Building-Plan-Check-Review Checklist, the following information is
off drawings A-i, A-01 P land P11 is-in plan review (99-127 and 99-39)
Provide number of spaces-required for each use
OCCUPANCIES
SF OC
Offices B-(S1) 141i2 141
Offices B (Si) 4,368 43
Offices B(St) 1,040 10
Industrial (Fl) 39760 199
LunchRm.(A3) 1,588 106
Mezzanine 3.500 17
TOTAL 64.368- 516
-7
Provide number of spaces show on site.
* Six Hundred (600) parking spaces- on site
If you have any questions regarding this matter, please contact me.
Sincerely
*Mark E. Hosford
MEH/jnb
2489parking.doc
475 PRODUCTION STREET • SAN MARCOS, CA 92069 • TELEPHONE: (760) 744-4600 • FAX: (760) 744-4607
LICENSED CALIFORNIA ENGINEER AND CONTRACTOR
CONTRACTOR No. 541170
Carlsbad Fire Department 990010
2560 Orion Way Fire Prevention
Carlsbad, CA 92008 (760) 931-2121
Plan Review Requirements Category: Building Plan
Date of Report: 04/14/1999 Reviewed by:
Name: MARK HOSFORD
Address: 475 PRODUCTION ST.
City, State: SAN MARCOS CA 92069
Plan Checker: Job#: 990010
Job Name: MELLES GRIOT CB990039
Job Address: 2051 PALOMAR AIRPORT RD Ste. or Bldg. No.
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.
E 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.
J 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 I or specifications to this
office for review and approval.
Review 1st 2nd 3rd Other Agency ID
FD Job # 990010 ED File #
Carlsbad Fire Department 990010
2560 Orion Way Fire Prevention
Carlsbad, CA 92008 (760) 931-2121
Plan Review
Date of Report: 04/14/1999 Reviewed by:
Name: MARK HOSFORD
Address:
City, State:
Plan Checker:
Job Name:
Job Address:
475 PRODUCTION ST.
SAN MARCOS CA 92069
990010
Ste. or Bldg. No.
MELLES GRIOT
2051 PALOMAR AIRPORT RD
Sprinkler approval is separate submittal.
Carlsbad Fire Department 990010
2560 Orion Way Fire Prevention
Carlsbad, CA 92008 (760) 931-2121
Plan Review Requirements Category. Building Plan
Date of Report: 01/08/1999 Reviewed by:
Name: MARK HOSFORD
Address: 475 PRODUCTION ST.
City, State: SAN MARCOS CA 92069
Plan Checker: 0oI1.e -€cQ..- Job #: 990010
Job Name: MELLES GRIOT CB990039
Job Address: 2051 PALOMAR AIRPORT RD Ste. or Bldg. No.
E 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 I 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 1st 2nd 3rd Other Agency ID
FD Job # 990010 FD File #
i?eu,'rements Category. Building Plan
Requirement: Pending 05.14 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.
Page 1 01/08/99
TENANT IMPROVEMENTS
Response to Plan Checkers comments
Plan Check No. 99-39 dated February 9, 1999
Items 19 and 20
Project Location:
Melles Griot, Lazer Division
2051 Palomar Airport Road
Carlsbad, CA 92008
Attn. Mr. Jesse Smith
Tel. (760) 438-2131 Ext. 235
Contractor:
MATRIX Engineers & Contractors
475 Production Street
San Marcos, CA 92069
Attn.: Mr. Mark Hosford
Tel. (760) 744-4600
Fax(760) 744-4607
February 1999
ESS10,v
(47.Af4e -
- (if No. 9395 cli Ii,
* \ EXP.DATE / *
/ 11
J.N. 162-29
CLARENCE A. MAGNUSEN, P.E., DEE
Environmental - Sanitary Consulting Engineer
4683 Majorca Way
Oceanside, CA 92056
Tel. (760) 726-0853
FAX (760) 726-9384
Item 19.
Provide complete signed calculations for all the structural changes per S 1.
Response:
See attached pages D-1 through D-15 of the LUNCH ROOM DEMOLITION.
Item 20.
Submit lateral calculations showing no shear walls are being removed.
Response:
The wall in question does not extend into the second story or upwards to the
roof diaphragm; and carries no lateral loads induced by the original tilt up
building.
The portion of the building in question was added as previous tenant
improvements; and all lateral shear induced by the addition is carried by the
external walls of the addition; not the internal wall in question.
This can best be viewed from inside the main building while viewing the wall in
question through the windows in the previous tenent improvements. The
building is open during normal business hours five days a week. However
because some work is in progress, the entire building is a hard hat area.
LUNCH ROOM DEMOLITION
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11770 BERNARDO PLAZA COURT SUITE 112 a SAN DIEGO, CA 92128-2519 a PHONE (619) 673-5845 a FAX (619) 673-5849
FIRE PROTECTION/LIFE SAFETY REPORT
FOR
MELLES GRIOT
MANUFACTURING FACILITY
2051 PALOMAR AIRPORT ROAD
CARLSBAD, CALIFORNIA
Prepared For:
Mr. Jesse Smith
MELLES GRIOT
2151 Rutherford Road
Carlsbad, California 92008
SEC Project No. 2098038-000
January 21, 1999
Revised January 27, 1999
This report is the property of Schirmer Engineering Corporation. Copies retained by the client shall be utilized
only for his use and occupancy of the project, not for the purpose of construction of any other projects.
Fire Protection Engineering & Code Consulting a Loss Control a Security System Design
f:zJ
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MELLES GRIOT -i- January 27, 1999
Carlsbad, California SEC Project No. 2098038-000
TABLE OF CONTENTS
INTRODUCTION...................................................................................................................................1
APPLICABLECODES ........................................................................................................................... I
BUILDINGDESCRIPTION....................................................................................................................2
OCCUPANCY........................................................................................................................................2
GENERALREQUIREMENTS ...............................................................................................................4
U CONSTRUCTION AND FIRE-RESISTANCE RATINGS..................................................................................4
OCCUPANCYSEPARATION WALLS.........................................................................................................5
FIREFLOW REQUIREMENTS..................................................................................................................5
n FIRE SUPPRESSION SYSTEM REQUIREMENTS........................................................................................5
FIRE DETECTION/ALARM REQUIREMENTS..............................................................................................6
VENTILATIONAND EXHAUST..................................................................................................................6
COMPRESSED GASES AND CRYOGENIC FLUIDS .....................................................................................7 II INDUSTRIAL OVENS ............................................................................................................................11
HIGH-PILED COMBUSTIBLE STORAGE REQUIREMENTS ............................................................12
SEPARATION OF HIGH-PILED STORAGE AREAS....................................................................................12
HAZARDOUS MATERIAL STORAGE AND USE REQUIREMENTS.................................................13
CONCLUSION.....................................................................................................................................15
INDEX OF TABLES
TABLE I. CONSTRUCTION REQUIREMENTS .............................................................................4
TABLE 2. FIRE SUPPRESSION REQUIREMENTS........................................................................5
TABLE 3. HAZARDOUS MATERIAL SUMMARY.........................................................................14
APPENDIX - HAZARDOUS MATERIALS INVENTORY
II
Ii
II
ft MELLES GRIOT 1 January 27, 1999
Carlsbad, California SEC 2098038-000
II
INTRODUCTION
ft MELLES GRIOT is proposing to relocate their existing laser manufacturing operations from their
facility at 2251 Rutherford Road to an existing building at 2051 Palomar Airport Road in the City
of Carlsbad, California. MELLES GRIOT will be occupying approximately 70,000 square feet of ft this 240,000 square foot building. The remaining area of the building will be occupied by other
tenants, primarily as offices.
II
MELLES GRIOT has retained Schirmer Engineering Corporation (SEC) to prepare a technical
report to evaluate the fire and life safety code requirements for the new facility. Specifically, the
report will address the requirements for the storage and handling of hazardous materials, the
requirement for high-piled storage, and the requirements applicable to the proposed processes.
APPLICABLE CODES
The following codes were used in preparing this report:
California Building Code (CBC) - 1995 Edition
California Fire Code (CFC) - 1995 Edition
California Mechanical Code (CMC) - 1995 Edition
National Fire Protection Association (NFPA 13), Standard For The Installation of Sprinkler
Systems, 1996 Edition
National Fire Protection Association (NFPA 231C), Standard for Rack Storage of Materials,
1995 Edition
National Fire Protection Association (NFPA 231), Standard For General Storage, 1995
Edition
Carlsbad City Fire Code (CCFC) - 1994 Edition
MELLES GRIOT 2 January 27, 1999
Carlsbad, California SEC 2098038-000
BUILDING DESCRIPTION
The remodeled facility will have office (Group B), assembly (Group A, Division 3), manufacturing
(Group F, Division 1) and storage (Group S, Division 1) occupancies. MELLES GRIOT will
occupy approximately 64,890 square feet of this approximately 116,984 square foot building. An
area utilization of the MELLES GRIOT tenant space is as follows:
First Floor Assembly (Group A, Division 3) - 2,613 square feet
First Floor Offices (Group B) - 19,383 square feet
Second Floor Offices (Group B) - 6,712 square feet
First Floor Production (Group F, Division 1) - 26,237 square feet
First Floor Storage (Group S, Division 1) - 8,783 square feet
Second Floor Storage (Group 5, Division 1) - 3,450 square feet
OCCUPANCY
Melles Griot will occupy the building for the manufacture of Helium-Cadmium, Helium-Neon, and
Crypton-Argon lasers. Glass tubes will be delivered to the facility and stored on racks until
needed. The tubes will be delivered pre-cut or will be cut with wet saws. Cut tubes will be "fire
polished" at work benches utilizing hydrogen and oxygen gas. A flame will be used to melt and
smooth the cut surfaces.
The cathodes and anodes will be constructed of Kovar, a nickel/iron alloy. Cathode and anode
raw material will be delivered, put in a tumbler and sand blasted. The tumbler will spin a sealed
container of ceramic chips and water with detergent to clean and prepare the components for
brazing. After spinning, the detergent is rinsed from the components and ceramic chips. An
efflent pump will transport the efflent to a 1500 gallon storage tank. The cleaned cathodes and
anodes will be stored until needed in polypropylene bins on the floor.
After the parts are cleaned, they will be put on trays and pass through a hydrogen brazing
I
furnace via a mechanical conveyor. The furnace heats and brazes the components electrically
in a hydrogen atmosphere at 2100° F. Nitrogen curtains prevent the hydrogen from escaping
II
MELLES GRIOT 3 January 27, 1999
Carlsbad, California SEC 2098038-000
and a natural gas fired pilot light is used to ignite any hydrogen gas that might escape. The
anode will then be placed into the hydrogen braze furnace where a copper ring is connected.
A glass working lathe utilizing hydrogen and oxygen will connect the glass tube to the anode. An
electric annealing kiln is used to release the stress in the glass at a maximum temperature of
932° F for 1 1/2 hours.
The glass tube and anode will be cleaned with nitric acid, muriatic acid, and hydrofluoric acid
and rinsed with deionized water in the Chemical Lab. Components are also rinsed in covered
tanks containing isopropyl alcohol. The rinsed components will then be cleaned with LiquidNox.
The used LiquidNox will be drained to the city sewer.
The mirror component will be attached to the tube and delivered through a heated pass-through
into a conditioned storage room at 212° F. This process prevents moisture from entering the
tube.
A positive displacement pump will be utilized to evacuate the air from tubes. The tubes will be
heated with an electric heat traced manifold to assist this process. The tubes will be sealed
using a metal compression tool or glass sealed with an oxygen and natural gas minitorch.
Tubes will be tested for leakage. This is performed by applying a drop of acetone where a leak
is detected. Acetone and alcohol will be applied with cotton swabs to clean the laser optics.
Swabs will be disposed in approved waste receptacles.
Assembled laser units will be assembled into metal cases. RN sealant/adhesive, or "hot melt"
will be injected pneumatically into the aluminum metal cases to mount the glass tubes. The "hot
melt" is heated in a glue machine to 350° F.
The machine shop will have a resistance spot welder, a hand saw, and a belt sander.
The shipping and receiving area on the ground floor will contain single and double row rack
storage of metal parts and circuit boards in cardboard boxes (Class 11 commodity) to a height of
MELLES GRIOT 4 January 27, 1999
Carlsbad, California SEC 2098038-000
19 feet. The upper mezzanine level will contain rack storage of polyurethane foam pieces used
for packaging the lasers and miscellaneous parts such as cables and circuit boards. The class
of commodity is considered to be expanded Group A plastics. The maximum storage height will
not exceed 6 feet above the floor of the upper mezzanine. The clearance from the top of storage
to the ceiling will be approximately 5 feet.
Glass tubes with Helium-Cadmium cathodes and anodes will be ground and stored in a 55-
gallon drum. The drum will be located outside the building underneath an awning.
GENERAL REQUIREMENTS
Construction and Fire-Resistance Ratings
The facility will comply with the CBC requirements for Type V non-rated construction. The
II required exterior wall and opening protection for Group A, Division 3; Group B, Group F,
Division 1; and Group S, Division I occupancies is compliant as summarized in Table 1:
II
ThhI t Cnnstructinn Rnuirmnts
1R9NóE Ririä
An QIREMEN
Exterior Bearing Wall Four-hour less than 5 feet,
Two-hour elsewhere
Exterior Non-bearing Wall Same as bearing
Opening Protection Openings not permitted less than
5 feet, Protected less than 20 feet
MELLES GRIOT 5 January 27, 1999
Carlsbad, California SEC 2098038-000
Occupancy Separation Walls
A one hour separation wall will be provided to separate the tenant spaces into separate control
areas.
Fire Flow Requirements
The required fire flow (water required for fighting fire) in accordance with Appendix Ill-A of the
UFC is 4,000 gallons per minute of a residual pressure of 20 psi. This flow includes a 50 percent
reduction allowance for automatic sprinkler protection. The actual water supply to the site is to
be determined.
Fire Suppression System Requirements
The fire suppression requirements, based on occupancy is summarized in Table 2, Fire
Suppression Requirements.
T2hIA 2 Firp Siinnrtssinn Rnuirmnts
Office Areas 0.10 gpm/square foot over the NFPA 13, Figure 5-2.3,
most remote 1,500 square feet Section 1-4.7.1
including 100 gpm for hose
streams. -
Production Areas 0.15 gpm/square foot over the NFPA 13, Figure 5-2.3,
most remote 1,500 square feet Section 1-4.7.2.1
including 250 gpm for hose
streams.
Shipping and Receiving Area 0.34 gpm/square foot over the NFPA 231C, Figure 6-
(19 foot high rack storage of most remote 2,000 square feet 12(b), Curve G
Class II commodities) including 500 gpm for hose
streams.
Lower Mezzanine Storage 0.15 gpm/square foot over the NFPA 231, Section 6-2.2.1
Area (9 foot high shelf most remote 1,500 square feet
storage of Class II including 250 gpm for hose
commodities) streams.
Upper Mezzanine Storage 0.45 gpm/square foot over the NFPA 231C, Figure 8-2,
Area (6 foot high rack most remote 2,000 square foot Part A
storage of expanded plastic including 500 gpm for hose
commodities) streams.
MELLES GRIOT 6 January 27, 1999
Carlsbad, California SEC 2098038-000
The existing building is provided with three automatic sprinkler systems. The hydraulic design
information placard on the sprinkler system which protects the areas occupied by offices
indicates that the system is designed to provide a density of 0.10 gpm/square foot over 1,500
square feet. The hydraulic design information indicates that a hose stream allowance of 100
gpm was included in the design. This design is adequate for the intended occupancy.
The hydraulic design information placard on the sprinkler system protecting the production
areas indicates that the sprinkler system is hydraulically designed to provide a density of 0.16
gpm/square foot over 1,500 square feet. The hydraulic design information indicates that a hose
stream allowance of 250 gpm was included in the design. This design is adequate for the
intended occupancy.
The hydraulic design information on the placard for the sprinkler system protecting the storage
areas indicates that the system was designed to provide a density of 0.56 gpm/square foot over
2,000 square feet including a 500 gpm allowance for hose streams. As shown in Table 2, this
design is more than adequate for the intended occupancy. However, the sprinkler system
appears to have been upgraded by the previous occupant due to the presence of large drop
sprinklers. Since the information on the hydraulic design placard does not reflect existing
conditions, the sprinkler system will be analyzed to verify conformance with NFPA installation
requirements and adequacy of the design. In addition, sprinkler protection will be provided for
the first floor mezzanine area in accordance with Table 2.
Fire Detection/Alarm Requirements
Monitoring is required for all valves controlling the water supply for automatic sprinkler systems
and water flow switches in accordance with CFC Section 904.3.1.
Ventilation and Exhaust
CBC Section 1207.5 requires that in areas where Class I, II, or Ill-A liquids are used,
mechanical exhaust shall be provided sufficient to produce six air changes per hour. The
mechanical exhaust shall be taken at or near floor level. The areas where flammable liquids will
MELLES GRIOT 7 January 27, 1999
Carlsbad, California SEC 2098038-000
be used include the Chemical Lab, main production areas, process room, engineers lab, optics
room, and glass shop. Ventilation in other areas is required to be 1.05 dm/square foot (CBC
Section 1207.1).
Compressed Gases and Cryogenic Fluids
The manufacturer of lasers involves the use of various flammable and non-flammable gases
stored in compressed form in cylinders. Cylinders of compressed oxygen and hydrogen gas will
be used in the Brazing Room and Glass Shop. Other gas such as Krypton, Argon, Neon, and
Helium mixtures of Argon and Hydrogen will be used in the process area.
Nitrogen and Oxygen gas in cryogenic form will be located outside of the building approximately
5feet from the southeast corner. The liquid nitrogen will be stored in one 3,000 gallon capacity
tank and the liquid oxygen will be stored in two 160 liter (42.3 gallon) capacity containers.
Hydrogen gas in compressed form will also be located outside approximately 100 feet away
from the southwest side of the building, and approximately 25 feet from the nearest property
line. The hydrogen gas will be contained within multiple cylinders with an aggregate capacity of
40,000 cubic feet of gas.
Compressed gases are regulated by Article 74 and cryogenic fluids are regulated by Article 75
of the CFC. The following applicable requirements for the storage and use of compressed gases
and cryogenic fluids will be provided:
Containers, cylinders and tanks shall be designed and constructed in accordance with
nationally recognized standards. Containers, cylinders, tanks and other means used for
containment of hazardous materials shall be of an approved type (CFC Section 8001.4.2).
Piping, tubing, valves, fittings and related components used for hazardous materials shall be
in accordance with the following:
MELLES GRIOT 8 January 27, 1999
Carlsbad, California SEC 2098038-000
U.
Piping, tubing, valves, fittings and related components shall be designed and fabricated
II from materials compatible with the material to be contained and shall be of adequate
strength and durability to withstand the pressure, structural and seismic stress, and
exposure to which they are subject,
Piping and tubing shall be identified in accordance with nationally recognized standards
to indicate the material conveyed,
Emergency shutoff valves shall be identified and the location shall be clearly visible and
indicated by means of a sign, and
Backflow-prevention or check valves shall be provided when the backflow of hazardous
materials could create a hazardous condition or cause the unauthorized discharge of
hazardous material (CFC Section 8001 .4.3.2).
Compressed gas containers, cylinders, tanks and systems shall be marked in accordance
with nationally recognized standards (CFC Section 7401 .5.1).
Stationary compressed gas containers, cylinders and tanks shall be marked in accordance
with UFC Standard 79-3. Markings shall be visible from any direction of approach (CFC
Section 7401.5.2).
Markings used for piping systems shall consist of the content's name and include a direction
of flow arrow. Markings shall be provided at each valve; at wall, floor or ceiling penetrations;
at each change of direction; and at a minimum of every 20 feet or fraction thereof throughout
the piping run (CFC Section 7401 .5.3).
Compressed gas containers, cylinders and tanks shall be secured to prevent falling due to
contact, vibration or seismic activity. Securing of compressed gas containers, cylinders and
tanks shall be by one of the following methods:
Securing containers, cylinders, and tanks to a fixed object with one or more restraints.
Securing containers, cylinders, and tanks on a cart or other mobile device designed for
the movement of compressed gas containers, cylinders or tanks.
I MELLES GRIOT 9 January 27, 1999
Carlsbad, California SEC 2098038-000
II
Nesting of compressed gas containers, cylinders and tanks at container filling or
I servicing facilities or in seller's warehouses not accessible to the public. Nesting shall be
allowed provided the nested containers, cylinders or tanks, if dislodged, do not obstruct
I the required means of egress.
Securing of compressed gas containers, cylinders and tanks to or within a rack,
fl framework, cabinet, or similar assembly designed for such use (CFC Section 7401.6.4).
U . Rooms or cabinets containing compressed gases shall be conspicuously labeled
COMPRESSED GAS (CFC Section 8001.7).
Containers, systems and equipment used for flammable cryogenic fluids shall be either
I grounded or bonded or both. Electrical grounding and bonding shall be provided by an
approved system and shall be in accordance with the Electrical Code. Suitable means shall
I
be taken to protect the system against corrosion, including corrosion caused by stray
electric currents (CFC Section 7501.7).
II . In accordance with Table 7503.3A of the CFC, the minimum distance permitted between the
liquid oxygen containers to the building is 50 feet. This distance can be reduced by
constructing a protective structure such as a wall having a fire-resistance rating of two hours
which interrupts the line of sight between uninsulated portions of the cryogenic storage
installation and the building. The distance between the protective structure and the building
can be no less than 5 feet. The distance between the liquid oxygen installation and the
protection structure shall be a minimum of 1 foot, or a greater distance if required for system
maintenance.
The minimum distance between the liquid oxygen containers to the liquid nitrogen tank shall
be 5 feet (CFC Table 7503.3-A).
Containers used for the storage and handling of cryogenic fluids shall be of approved
materials and designed in accordance with nationally recognized standards (CFC Section
7502.1.1).
II
MELLES GRIOT 10 January 27, 1999
Carlsbad, California SEC 2098038-000
. Pressure containers shall be protected by a pressure-relief device or devices. If only one
pressure-relief device is used, it shall be set to operate at a pressure not to exceed the
maximum allowable working pressure. Additional relief devices are allowed to be set to
operate at a higher pressure but shall not exceed 150 percent of the maximum allowable
working pressure (CFC Section 7502.2.1).
Relief devices shall be located such that they are readily accessible for inspection and repair
and shall be protected against tampering. Relief devices shall be designed or located such
that moisture cannot collect and freeze in a manner which would interfere with proper
operation of the device (CFC Section 7502.2.3).
Relief devices and relief device vent piping shall be arranged so that escaping gas will
discharge unobstructed to the open air and not impinge on personnel, containers,
equipment and structures or enter enclosed spaces (CFC Section 7502.3.2).
Containers shall be provided with substantial concrete or masonry foundations, or structural
steel supports on firm concrete or masonry foundations (CFC Section 7503.1.1).
Storage containers, piping, valves, regulating equipment and other accessories shall be
protected against physical damage and against tampering (CFC Section 7503.1.6).
The area surrounding a container for cryogenic fluids shall be provided with drainage to
prevent accidental discharge of fluids from endangering adjacent containers, buildings and
equipment or adjoining property (CFC Section 7503.2).
Piping and materials such as gaskets and thread compound shall be suitable for the
intended use through the full range of pressure and temperature to which they will be
subjected, maintaining a safety factor of four to one (CFC Section 7504.1.1).
Valves and accessory equipment shall be suitable for the intended use at the temperatures
of the application and shall be designed for not less than the maximum pressure and
MELLES GRIOT 11 January 27, 1999
Carlsbad, California SEC 2098038-000
minimum temperature to which they could be subjected, maintaining a safety factor of four
to one (CFC Section 7504.2.1).
. Shut-off valves shall be provided on all container connections. Shut-off valves shall be
located as close as practical to the containers (CFC Section 7504.2.2).
Shut-off valves shall be installed in liquid piping as needed to limit the volume of liquid
discharged in event of piping or equipment failure. Relief valves shall be installed between
shut-off valves in pipes (CFC Section 7504.2.4).
Inlet and outlet connections other than relief valves, liquid-level gaging devices, and
pressure gases on containers, shall be labeled or identified by a schematic drawing to
designate whether they are connected to vapor or liquid space (CFC Section 7504.2.5).
Industrial Ovens
Components of the lasers will be heat-treated in an electrically heated furnace using a special
atmosphere of hydrogen gas. The operating temperature of the furnace will be 2100° F. A
nitrogen curtain is provided at each end of the furnace to prevent the infiltration of air into the
furnace which could result in the creation of a flammable mixture. A natural gas fired pilot light is
used to burn off the hydrogen gas escaping from the furnace to prevent the formation of
explosive concentrations of flammable gases. The following safety features are incorporated in
the operation of the furnace:
Temperature interlocks to prevent the introduction of hydrogen gas at temperatures below
1600° F, and excess temperature interlocks (CFC Section' 6205.4).
Nitrogen gas purging at start up and in the event of an electrical power failure and automatic
hydrogen shutoff.
I
III
II
I MELLES GRIOT 12 January 27, 1999
Carlsbad, California SEC 2098038-000
HIGH-PILED COMBUSTIBLE STORAGE REQUIREMENTS
The CFC defines high-piled combustible storage as storage of combustible materials in closely
packed piles or combustible materials on pallets, in racks or on shelves where the top of storage
is greater than 12 feet in height. High-piled combustible storage also includes certain high-piled
hazard commodities such as expanded plastics in vertical storage where the top of storage is
greater than 6 feet.
The building will contain approximately 4,500 square feet of rack storage of Class II
commodities stored to 19 feet high in the shipping and receiving area, therefore, the area meets
the definition of high-piled storage. The storage of products in the mezzanine levels will not
meet the definition of high-piled combustible storage due to storage heights not exceeding 12
feet for ordinary combustibles. The applicable requirements for the high-piled storage area are
as follows:
Separation of High-Piled Storage Areas
Section 8102.2 of the 1995 CFC states that portions of buildings that do not meet the
requirements of Article 81 for high-piled storage areas shall be separated from high-piled
storage areas by either a 60 foot space not used for combustible storage or a minimum of a
one-hour occupancy separation wall between other sprinklered areas that are not assessory to
the high-piled storage area. The 1997 edition of the CFC revises these requirements to more
accurately reflect the intent of the high-piled storage separation requirements. The 1997 CFC
requires that the fire protection system including any smoke and heat removal vents, curtain
boards, small hose valves and stations, and fire sprinkler design densities to extend either 15
feet beyond the high-piled storage area, or to a permanent partition (1997 CFC Section 8102.2).
It is proposed to use the 1997 CFC requirements for high-piled storage area. Therefore, no
physical separation will be provided to separate the storage area from the manufacturing space.
The upgraded automatic sprinkler system extends well beyond 15 feet from the shipping and
receiving area, therefore, the requirements for high-piled storage will be met.
MELLES GRIOT 13 January 27, 1999
Carlsbad, California SEC 2098038-000
HAZARDOUS MATERIAL STORAGE AND USE REQUIREMENTS
The entire area occupied by MELLES GRIOT will be treated as one control area as defined in
the CBC. The quantities of hazardous materials used and stored within the building will be well
below the exempt amounts as defined in the CBC and CFC (see Table 3, Hazardous Material
Summary). An inventory of the hazardous materials to be used and stored within the facility is
included in Appendix of this report. The recommended general safeguards required for the use
and storage of hazardous materials in non-hazardous occupancies are as follows:
Design and construction of containers, cylinders and tanks: Containers shall be designed
I and constructed in accordance with nationally recognized standards (CFC Section
8001.4.1).
I • Suitability of equipment, machinery and processes: Equipment, machinery and processes
used for dispensing, use or handling shall be approved, listed or designed and constructed
I in accordance with approved standards for intended use. Such equipment, machinery and
processes shall be maintained in an operable condition (CFC Section 8001.4.4).
I . Material Safety Data Sheets (MSDS): MSDS shall be readily available on the premises for
all hazardous materials regulated by Article 80 (CFC Section 8001.6).
I . Identification Signs: Visible hazard identification signs as specified in CFC Standard 79-3
shall be placed at entrances to the locations where hazardous materials are stored,
dispensed, used or handled in quantities requiring a permit. Individual containers, cartons II or packages shall be conspicuously marked or labeled in accordance with nationally
recognized standards (CFC 8001.7).
II • Separation of Incompatible Materials: Incompatible materials in storage and storage of
materials incompatible with materials in use shall be separated when the stored materials
I are in containers having a capacity of more than 5 pounds or 1/2 gallon. Separation shall be
accomplished by the following: (CFC Section 8001.9.8)
I 1. Segregating incompatible material storage by a distance of not less than 20 feet.
Isolating incompatible material storage by a noncombustible partition extending not less
I than 18 inches above and to the sides of the stored material.
Storing liquid and solid material in hazardous materials storage cabinets.
Storing compressed gases in gas cabinets or exhausted enclosures.
1
MELLES GRIOT 14 January 27, 1999
Carlsbad, California SEC 2098038-000
Table 3. Hazardous Material Summary
MATEIALeLAsslFIcATlON
/
9GE
AMOUNTS
USE OPEN;
AMOUNTS
TTSTORAGEAND
USE
(EXEMPT AMOUNTS) (EXEMPT . (XEMPT AMOUNjTS)
AMOUNTS)ç '
A .
I-B FLAMMABLE LIQUID 170 gal 30 gal 200 gal
(240 gal) (30 gal) (240 gal)
CLASS II COMBUSTIBLE 6 gal 0.05 gal 6.05 gal
LIQUIDS (240 gal) (60 gal) (240 gal)
CLASS Ill-B COMBUSTIBLE 46 gal 1 gal 47 gal
LIQUIDS (Unlimited) (Unlimited) (Unlimited)
FLAMMABLE GAS 1,052 ft3 NA 1,160 ft-
(GASEOUS) (1,500ft) (1,500ft)
FLAMMABLE GAS 20 gal NA 20 gal
(LIQUIFIED) (30 gal) (30 gal)
OXIDIZERS (GAS) 140 ft3 NA 140 ft3
(1,500 ft)
CLASS
(1,500 ft)
2 OXIDIZER (LIQUID) 48 gal 0 48 gal
(500 gal) - (100 gal) (500 gal)
CLASS I OXIDIZER 1.25 gal 13 gal 14.25 gal
(8,000 gal) (2,000 gal) (8,000 gal)
WATER REACTIVE CLASS I 50 lbs 0 50 lbs
(Unlimited) (Unlimited) (Unlimited)
CORROSIVES (SOLID) 3,050 lbs 52 gal 3,600 lbs
(10,000 lbs) (2,000 gal) (10,000 Ibs)
IRRITANTS 4,252 lbs 1,000 lbs 5,525 lbs
(10,000 lbs) (2,000 lbs) (10,000 lbs)
OTHER HEALTH HAZARDS 128 gal 27 gal 155 gal
(1,000 gal) (200 gal) (1,000 gal)
TOXICS 2.4 gal 0.04 gal 2.44 gal
(100 gal) (25 gal) (100 gal)
Note: The exempt amounts shown are applicable in a fully sprinklered building.
The exempt amounts for Class I-B flammable liquids are for storage inside approved cabinets.
MELLES GRIOT 15 January 27, 1999
Carlsbad, California SEC 2098038-000
CONCLUSION
In conclusion, this facility will meet or exceed the requirements of the CBC, CFC, and CIVIC due
to limited amounts of hazardous materials and excellent automatic sprinkler protection.
Prepared By:
SCHIRMER ENGINEERING CORPORATION
6 )'// /'/- ~ , ) C' L- k-
William M. Cline, P.E.
Reviewed by:
SCHIRMER ENGINEERING CORPORATION
OVYW4~ al/r~ KC
Garner A. Palenske, P.E.
Engineering Manager
HAZARDOUS MATERIALS INVENTORY
HAZARDOUS MATERIAL INVENTORY
Of
.L ProjThis R7tJe flàWt
ACIDS/BASES
Hydrogen Fluoride
(1% solution)
7664-39-3 --- COR, OHH 120 gal 8 gal
Hydrochloric acid
(37%)
7647-01-0 --- COR 80 gal 8 gal
Nitric Acid (70%) 7697-37-2 0X2 COR 48 gal 8 gal
Limestone 1305-78-8 WR1 COR 50 lbs. 0 lb
Methanediamine' 80-52-4 C313 -- 1 pt. 0.25 oz
GASES
Argon 7440-37-1 Non Non 400 Cu. ft. 1 ft
Dust-Off Dichlorodifluoromethane 75-71-8 --- OHH 12-8 oz
cans
4 oz
Krypton-Argon 7439-90-9/ Non
7440-37-1
Non 100 liters 0.25 liter
Neon-Helium 7440-59-71 Non
7440-01-09 _________
Non 150 liters 0.25 liter
Nitrogen (gas) 6227-37-9 Non Non 4000 cu.ft. 200ft
Nitrogen (liquified) 6227-37-9 CRN and 3,000
gal.
N/A
Oxygen 6282-44-7 OXG --- 140 Cu. ft.
Propane 74-98-6 LFG --- 20 gal. 6 oz
hg Mix Argon 7440-37-1
Hydrogen 1333-7-4-0 FLG
Mixture FLG --- 1200 cu.ft. 40 ftJ
CLEANERS
EMC 2000 Dichloro fluoroethane N/A
Perchloroethylene 1717-00-6 --- CAR, IRR
Mixture 127-18-4 --- CAR, IRR,
OHH
48-18 oz.
Cans
I ft3
Hydrogen
Peroxide (3%)
6222-84-1 OX1 IRR 10 pts. 0.25 pint
Eco Strip Methylene Chloride 75-09-2 --- CAR, COR,
OHH
Phenol 108-95-2 C3A COR, OHH,
TOX
Formic Acid 64-18-6 CL2 COR
Mixture CL2 COR, OHH,
CAR, lOX
2 gal. 2 oz
Liqui Nox 000897-00- ---
0
IRR 10 gal. 8 oz
Micro detergent Tetra sodium EDTA 64-02-8 --- IRR, OHH
Benzene sulfonic acid, 26447-10-9
dimethyl-ammonium salt
Benzenesulfonic acid, 27323-41-7
dodecylopd
Poly (oxyethanediyl)
alpha (nonyiphenyl)
9016-45-9
omega hydroxy
--- Non
Mixture Non IRR, OHH I gal. 6 oz
Multipurpose
Cleaner
N/A --- IRR 1 gal. 6 oz
Simple Green N/A Non Non 1 gal. 6 oz
Waterless hand Nonoxynol-6
cleaner w/pumice
9016-45-9 C3B IRR
Petroleum distillates 6474-24-
67/
C3B
8042-47-5
Pumice 1332-09-8 Non Non
Mixture C3B IRR 2 gal. 4 oz
SOLVENTS!
LUBRICANTS
Tak Pak 710
Accelerator
Trichlorotri- 76-73-1
fluoroethane
Acetone 67-64-1 FiB IRR
Dialkyl toluide N/A ---- lOX
Hydroguinone 123-31-9 ---- lox
Mixture IRR, CAR,
OHH
2-3oz.
Cans
0.25 oz
Acetone 67-64-1 Fl B IRR 50 gal. 2 gal
II
Dykem Methyl violet 8004-87-3 ---- IRR, TOX
N-Butyl acetate 123-86-4 FiB IRR
Ethyl Alcohol 64-17-5 FiB IRR, OHH
Butyl Alcohol 71-36-3 RC IRR
Cellulose nitrate 9004-70-0
Isopropylalcohol 67-63-0 Fl B IRR
Mixture F1 B, IRR, OHH,
Tax
1 pt. 0.25 oz
Glycerol 56-81-5 C313 IRR & OHH I gal. I oz
Hydraulic Fluid 000374-00-0 C313 IRR 5 gts. 2 oz
lnvoll HE200 64742-54-7 C313 IRR 5 gal. I oz
Isopropanol 6763-0 FiB IRR 210 gal. 28 gal
Kerosene 8008-20-6 CL2 IRR 2 gal. 2 oz
Methanol 67-56-1 CL2 IRR 2 gal. 2 oz
Silicone Grease Component X
G-624
N/A --- TOX
Silica 7631-86-9 Non Non
Dimethylpoly- 63148-62-9
siloxanes
C313 -- 0.13 oz
Mixture C313 lox 3-4 oz
tubes
Soluble Oil Hydrocarbons 64741-96-4
Petroleum Sulfonate N/A
Mixture
Mixture C313 IRR, I gal. 2 oz
Tap Magic Octadecanoic acid 112-80-1 C313 IRR, OHH
Organic polyol N/A CMD
Benzoic acid ester 532-32-1 CMD IRR, OHH,
SEN
Aromatic azimide 95-14-7 --- CaR, OHH
Mixture C313 CaR, OHH, I pt. I oz
Thread cut oil Chlorinated paraffin 63487-39-8
Paraffin distillate 64742-54-7 C313 IRR
Dewaxed paraffin
distillate
647-42-65-0 C313
-
IRR
I
II
7 Mixture C3B IRR, CAR,
OHH
1 gal. 2 oz
EPDXIES/ADHESIVES
5-min Epoxy
Hardner
90-72-2 C313 IRR 40-1.25 oz 0.25 oz
5-min Epoxy Resin 25068-38-6 C313 OHH 40-1.25 oz 0.25 oz
Epoxy Resin 828 25068-38-6 C313 OHH 1 pt. 0.25 oz
Norland Optical
Cement14
N/A C313 IRR, lox 12- 1 oz 0.25 oz
Slyguard (R) 170 Quartz
Part A15
14808-60-7 --- CAR
Polydimethyl 63148-62-9
siloxane
C3B
Dimethyl vinyl N/A
Mixture C3B 15 gal 0.5 gal
Slyguard (R) 170,
Part B
Quartz 14808-60-7 ---- CAR
dimethylmethyl
hydrogen - siloxane
N/A
copolymer
Mixture 15 gal. 0.5 gal
Silicone rubber
sealant
000876-00-0 --- IRR 50-10 oz 0.13 oz
Hysol RE2039 25928-94-3 C313 IRR, SEN
Hot Glue 1580 N/A Non 300 lbs. 5 lbs
PVC Cement PVC resin 9002-86-2 ---- IRR, OHH
THF 109-99-9 FiB IRR
MEK 78-93-3 FIB IRR
Cyclohexane 108-94-I CL2 IRR, OHH,
lox
Mixture FiB IRR, OHH,
lox
I pt. I oz
Silicone RTV 103 Methyl 4253-34-3
triacetoxysilane
FLS, WRI IRR
Unknown Material N/A IRR
Mixture FLS,WRI IRR 50-10 oz 20 oz
Superbond 416 Ethyl cyanide 7085-85-0
acrylate
C3A IRR, SEN
PMMA N/A --- CAR, OHH
Hydrogumnone 123-31-9 C313 lox 2-3 oz 0.25 oz
Mixture C3A IRR, SEN
Li
II
I
II
H
II
II
I
Li
II
[1
I
II
I
I
I
k
DP-110 Epoxy resin
Part B
25068-38-6 C313 OHH
Polymer 25053-09-2
Hydrogenated terphenyl 61788-32-7
Silica 66262-90-7 12-6 oz
cans
Mixture C313 OHH, IRR,
SEN
12-6 oz
cans
2 oz
DP-110 Trade Secret
Part A
N/A
Polyamide resin 68410-23-1
Hydrogenated terphenyl 61788-32-7
Epoxy resin 25068-38-6 C313 OHH
________________
2, 4, 6-Tris [(dimethyl-
amino) methyl] phenol
Triethylene tetramine 112-24-3 IRR, SEN,
TOX
Mixture C313 OHH, SEN,
IRR
12-6 oz
cans
2 oz
DP-19021
Part A
Trade Secret N/A C313 SEN, IRR 20-6 oz
tubes
2 oz
DP-190 Epoxy resin
Part B
25068-38-6 C313 OHH
Epoxy resin 30583-72-3 C313 N/A
Mixture C313 OHH, SEN,
IRR
20-6 oz
tubes
2 oz
Expoxy Patch Crystalline silica 14808-60-7 --- CAR
Diethylenetriamine 111-40-0 C313 COR
Epoxy resin 25068-38-6 C313 OHH
Mixture C313 COR, OHH 12 kits 0.25 oz
Vac Seal Silicone resin N/A
Xylene 1330-20-7 CL2 IRR, OHH
Mixture CL2 IRR, OHH 2-3oz 0.13 oz
Ther-O-Link Zinc Oxide
1000 Series
1314-13-2 Non
Dimethyl Siloxane 63148-13-9 C313
Mixture C313 --- 12-1/2 pt
cans
2 oz
Threadlock Cpd Mixture N/A C313 CAR 5 oz 0.25 oz
Red GLPT Xylene
Varnish
1330-20-7 CL2 IRR, OHH
Iron oxide 1309-37-1 Non
Alkyd resin 68459-31-4
Mixture CL2 IRR, OHH 12-3 oz
tubes
0.25 oz
OTHER
CHEMICALS
Aluminum polish Water --- Non Non
Alumina 1344-28-1 Non Non
Propylene glycol 57-55-6 C313 Non
Cellosize 9004-62-0 CMD lRR, OHH
II
II
U
II
II
II
II
U
II
II
II
I
F
1
I
Mixture Non IRR, OHH 12-6oz.
Bottles
0.75 oz
Alumina 1344-28-1 Non Non 200 lbs. 50 lbs
1200 Prime Coat Naptha 8030-30-6 FiB IRR
Methyl cellosolve 109-86-4
orthosilicate
CL2 IRR, OHH
Tetrapropyl ortho silicate N/A
Component X N/A
Mixture FiB IRR, OHH, 5 pts. 4 oz
Molecular sieve 0007909-00- Non
0
Non 6 pts. 1 pint
Solder #60 000962-00-0 --- OHH 18-8 oz.
Bars
4 oz
197 Resin
Soldering Flux
Propanol
RMA
67-63-0 CL2 IRR
Rosin 8050-09-7 --- IRR, SEN
Mixture CL2 IRR, SEN I gal. 2 oz
Nickel Ease 7440-02-0 CMD CAR, SEN I pt. I oz
Solder Glass Lead oxide 7439-92-1 Non OHH, IRR
Zinc oxide 7440-66-6 Non Non
Boron oxide N/A Non
Mixture Non OHH, IRR,
TOX
25 lbs. 0.75 lb
Temp-R-Tape N/A
K250
N/A Non Non 1 roll 10 lin ft
Temp-R-Tape
K250X
N/A N/A Non Non I roll 10 lin ft