HomeMy WebLinkAbout2282 FARADAY AVE; ; CB991059; Permit(
City of Carlsbad
06/10/1999 ., ~Commercial/Industrial Permit Permit No:
Building Inspection Request Line (760) 438-3101
CB991059
Job Address: 2282 FARADAY AV CBAD
Permit Type: Tl Sub Type:
Parcel No: 2120613300 Lot#:
Valuation: $19,086.00 Construction Type:
Occupancy Group: H-3 Reference #:
Project Title: ISIS PHARMCEUTICALS
576 SF H-3 SHED
Applicant:
PACIFIC CORNERSTONE
C
8810 RECHO ROAD
SAN DIEGO CA 92121
619 677-9880
Total Fees: $450.00
Building Permit
Add'I 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'I Renewal Fee
Other Building Fee
Pot. Water Con. Fee
Meter Size
Add'I Pot. Water Con. Fee
\
COMM
0
NEW
lnspe~;:%4Z-
FINAL APPROVAL
Date: 64,tMr I 7
Status:
Applied:
Entered By:
Plan Approved:
Issued:
Inspect Area:
Clearance:
ISSUED
03/18/1999
JM
06/04/1999
06/10/1999
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$450.00
NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively
referred to as "fees/exactions.' You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must
follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for
processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack,
review, set aside, void, or annul their imposition.
You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy
changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any
fees/exactions of which vou have previously been !liven a NOTICE similar to this, or as to which the statute of limitations has oreviously otherwise expired.
CITY OF CARLSBAD
2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161
PERMIT APPLICATION
"
FOR OFFICE USE ONL bo! ~
PLAN CHECK NO. ~SJ
CITY OF CARLSBAD BUILDING DEPARTMENT EST. VAL.----++--,,,-,----
CA 92009 2075 Las Palmas Dr., Carlsbad
(760) 438-1161
' .. ___ ,,__, --',.,,,,_ '" -/1~lf;$ J;. __ .P,RQ,JECT'INFORMA-TJ:ON -·
Lot No.
Description of 'ypt.Jt-'~ . • ,M>fl SQ'{T·/ ~-1 #o~~i~s / _ ,,,, __ jt1 _JJL,11/111/_ P1_cftJ:;l}ii/UJ Zl.-r,eftp ~ ./IA :?--_ ,C,:ON(A9T:P,,!,RS9'.N (if pil!l';~'irom,p;nc_ant}: _ _ . . 'l'"' .-. -: :
Address
02
:s. ···CONTR.L\CTOJ!·CQMPAD!Y:N'Al)llli-. .,,,,,, -·. -. ----" ------"'"''" .. -:.,.,"~ --· --~----··--7,Jll)_~;),-,Z,'JG) Name Address City ,JL: S,tate/Z_r_ Ci:phone)',.,
(Sec. 7031.5 Business and Professions Code: Any.City ~r CounW~hic~ requir~s a -~ermit to ~~~~truct, alter, ;mprnve: -~~moiis~ or r" ~ir a~y str~~tur~, pri~r ~~ ,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 [$500]).
Name Address City State/Zip Telephone#
State License # _________ _ License Class _________ _ City Business License # _______ _
Designer Name Address City State/Zip Telephone
State License # _________ _
-~:,-·:,wpRK~~S'. e91iieifr,i~ATl,ON -.. · · ·
Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations:
0 I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance
of the work for which this permit is issued.
D I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued. My worker's compensation insurance carrier and policy number are:
Insurance Company_____________________ Policy No.____________ Expiration Date _______ _
(THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($100] OR LESS)
0 CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as
to become subject to the Workers' Compensation Laws of California.
WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred
thousand dollars ($100,000}, in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees.
SIGNATURE.______________________________ DATE _________ _
~~~~~~{~~1\~~t~E!t0:;~~t~~the 2~~:ract~r';~ Lic~ns~ L~~ f~r the f~U;~ing.reas~n: ·
0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale
(Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does
such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is
o/ithin 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 . I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The
Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed
pursuant to the Contractor's License Law).
0 I am exempt under Section ______ Business and Professions Code for this reason:
1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. D YES ONO
2. I (have / have not) signed an application for a building permit for the proposed work.
3. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number):
4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone
number/ contractors license number): _____________________________________________ _
5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type
of work): ___________ -::::::::--::;,;----:::~;>--7":r------------------------,~--r'-----------
APROPERTY OWNER SIGNATURE .L.----,4L,'.//-~~~~;e::,::e:::::::=::::...:::::_________ DATE --~~--""-,L--,L--,L--
:cQMPliETE,THIS 'SEC1)01\! .FQR NQNj.
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 D NO
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? D YES D NO
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? D YES O NO
IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE
REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT.
i!_:_:Ji§~_sfij!(c,:101,l';L~ijpiN:~ AGEtfc"y'_' __ .~.:: .. -~ ---== : . ::· -:·. . . . ..
I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code).
LENDER'S NAME______________ LENDER'S ADDRESS ________________________ _ :s,v· ~er~JPJ:trirr~~a;Rr_1FtcAr19N, ·:--,-., ,' _-.-, _ "----~ ------~~~ ~~-~---,,,,.~-~-y---~----w ~
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; ·1 ·hereby authorize representatives of the Citt of Garlsbad to enter upon the above mentioned
property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES,
JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.
OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height.
EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or
work authorized by such permit is no menced within 365 days from the date of such permit or if the building or work authorized by such permit is suspended
or abandoned at any time after work is commenced for a ' a s (Section 106.4.4 Uniform Building Code). / /
-.• APPLICANT'S SIGNATURE ------:P'.'.Aif=tt;;,r;;"""~-------------DATE <>/IS/Jf ~ I~ : File YELLOW: Applicant PINK: Finance
City of Carlsbad Inspection Request
For: 8/18/99
Permit# CB991059
Title: ISIS PHARMCEUTICALS
Description: 576 SF H-3 SHED
Inspector Assignment: TP ---
Type:TI
Job Address:
Sub Type: COMM
2282 FARADAY AV
Phone: 6199906066
Inspector: e Suite: Lot 0
Location:
APPLICANT PACIFIC CORNERSTONE
Owner: ISIS PHARMACEUTICALS INC
Remarks:
Total Time: Requested By: RON
Entered By: CHRISTINE
CD Description Act Comments
19 Final Structural /?P
29 Final Plumbing + 39 Final Electrical
49 Final Mechanical
Inspection History
Date Description Act lnsp Comments
8/12/99 14 Frame/Steel/Bolting/Welding WC TP
8/12/99 24 Rough/Topout WC TP
8/12/99 34 Rough Electric AP TP INCL ROOF EQUPT
8/12/99 44 Rough/Ducts/Dampers AP TP
8/11/99 84 Rough Combo NR TP
8/3/99 34 Rough Electric co PS NO SUPER OR PLANS ON SITE
7/13/99 14 Frame/Steel/Bolting/Welding WC TP
7/13/99 24 Rough/Topout WC TP
7/13/99 34 Rough Electric co TP NOT PER PLAN, CLASS 1, DIV 1 SPEC
7/13/99 44 Rough/Ducts/Dampers WC TP
7/8/99 14 Frame/Steel/Bolting/Welding NR TP NOT COMP
7/8/99 24 Rough/Topout WC TP
7/8/99 34 Rough Electric Pl TP CONF
7/8/99 44 Rough/Ducts/Dampers NR TP NOT COMP
CilV of Carlsbad
· Final Building Inspection
Dept: Building Engineering Planning CMWD St Lite ~
Plan Check#: Date: 8/17/99
Permit#: CB991059 Permit Type: Tl
Project Name: ISIS PHARMCEUTICALS Sub Type: COMM
576 SF H-3 SHED
Address: 2282 FARADAY AV Lot: • 0
Contact Person: MARTY Phone: 0000000000
Sewer Dist: CA Water Dist: CA
Inspected MA Date '8 /1 d 9j Approved: J/il'i_ Disapproved:~ By: Inspected:
Inspected Date
By: Inspected: Approved: Disapproved: __
Inspected Date
By: Inspected: Approved: Disapproved: __
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• ,1
Comments: _____________________________ _
EsGil Corporation
'l.n Partnersliip Witli (jovernment for '13uilaing Safety
DATE: June 1, 1999
JURISDICTION: Carlsbad
PLAN CHECK NO.: 99-1059
PROJECT AD_DRESS: 2282 Faraday Ave.
PROJECT NAME: ISIS Pharmaceuticals
SET: III
New "H3" Shed
D APPLICANT
~
D PLAN REVIEWER
D FILE
[g] The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
D 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.
D The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
D The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
D The applicant's copy of the check list has been sent to:
[gj Esgil Corporation staff did not advise the applicant that the plan check has been completed.
D 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
[gj REMARKS: The Fire Department should review the revised Hazardous Materials Report.
By: Kurt Culver
Esgil Corporation
D GA D MB D EJ D PC 5/24/99
Enclosures:.
trnsmtl.dot
9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576
Apr. 1S 1999 01:2SPM P2
:,!Ltt6t, -~· -.
COUN'1"Y OP -..N Dl•Oa • Da!,..AFITMaN'I" OF PLANNING AND LAND .....
•ul&..DING DIVl•ION
.-. .-·:· . .::-.RE:·. PLANFILE--------------------....-io---. ' ·i: ··: .. ·.·.·. ·:·.·.\ .. ~·ADDRESS 2280 FARADAY,. CARL~BAD CA. 92008 ·> .. ·:--.· :.: :>.\::::-.
: .. : ; ··:· . . . ' '
: · . .' :: . To Whom It May ConNm: . :,: .. ·: . . . '
.. :· : ~ ..
. .; ~. .. :: · .... : .
,• ,, . . .. :· .... : ; . .. : ... : · .. ::.:.::.:: -~
: ·::.: . ·•is J~ttrey Jpma~ap -, being a ,_,..Md.E.t2fessjonal Engine~r · . · ·:-:< ::~ >,'. :·.:?·'.::_.:
. .; .; . .-: .. ;~,~.~.of Qdfomia, Atgistnltlon Number 9 051449 , ~· ~·:'.:, \:···:: ~· .. ;<·: .. ~ . -. .. . . . . ·: ::·.:~rll~ .ptnafty.ofpe,ju,y1hatl ha~.lhoro~ reviewed and signed the plans and _-:·>;: .:·.\:~.-·::·:·
. . :··,"~-tor-the 36' long by .. 16 ', ~·. : .. ::.:.:·; ·.-...-~-..0 p~ for. ISJ;S PHARMACEHTICAL§ , owner, at . ·: : .: . .-><'-:·;·. ···.
ZZQQ ;fARAT>AY, CW,SBA.ll CA 921)08 , and have delermtnedthat to lt'le ~¢ : < ·:':·:
,: .· my.knoWfedge and t.W, that the plans and calcuJaiiona ... COfflPltlble with and~~···· .:· :.: ·.i ;~~·;;: !
·d tht 4tNCIU...i ~ of 1he CalifQmia ·State Building Standard& Code wtlt.·San.·-· ·. · . .'. . · . . . ·:· .· . . :.r ... ~ -(,;.. .. . .
·County~-I further certify that t Wllf inapeOt the work during btjkfir,g ~· ;-:· · .. ·
: .. ' : .... :·; . . ..
and ~r to the fln.aJ approval by Iha County. hit J will. c.nffy that h oonetruction i8 in IIOOOh· . ·: i" ...
: · · >/::·:)i~:~tht .~ p1ar1$ and oalcUlatioM antltheOeHfomia Stata Buildlnoa:C~.wltt\· .. ·., · ·· ·
• •••.• : • • • ,"!• . • •• . : . • : • ' : •. , .• : ·._:_ -. ,:. ~;--•• . . . .s.n. P.JaOo; 'eounty .amendfflenla. ' . ,' ·. ··; ',: ... • ' . ,. . . : : .. . : ~ -~ .. ·. :: . : ": .. i.
. . : · . .' > .. thii '*ltlicdon i• made under penally of P'H1:U'Y· ·.,:· ; ·: ' ... · ~9~y ;l._ < \· . :·
.-.:.-.. ,~·.' .. _.;··-~;. C 051449
· .. ·•. !::".'J,:-,·:~.: ... it:·-'(··_.. ·-----=------· --------
. :· ... :-~:.:·:·->·P~~ ... APRIL 16. 1992 -· ....
. ~:~·.<~: {·_·. _:,·~ . (. 831 • ) 638-.4019 : ·_ n:~~:-~>.:·\~,'.~,.,.;, , . . .· .:· ..... . ..... ,.. . . . . ..... ,
~·,: :·.::::· >/ 1.: • ._;.,._.._u....,...., ftoAD •• ..,...,. :•L~ ~~ .... ~" ............. • <••.., .., .. ._., ~'. : ·:·} · .. :.!
:·.''!':····'.',:·,···W. .. ~ .... MAIIN eT..--~ ~&;..$1!~ •11.: GAJO.P,t.;ct,A~'18 •· ~=......_'1~·.'.;,..;;.':;:Y ·.· ·~.;.·.-.:',N1fvt.Ai .. va..,.. Oflla.nr:.:•un,a,·.-"eAN MAll:oo•~·OA-ow ,...., •· · ;t;1~,,:l.::··,. ',':, :·;-: :.:·. ·:. < '• .. ,. ,. , :;• <·, • ... ·!· ': i )· .>: ·, .. --···:. ':,i~\(y/\{;;~fi~fiJt~
\ -\
EsGil Corporation
1.n Partnership With {jovernment for '13uiUing Safety
DATE: April 30, 1999
JURISDICTION: Carlsbad
PLAN CHECK NO.: 99-1059
PROJECT ADDRESS: 2282 Faraday Ave.
PROJECT NAME: ISIS Pharmaceuticals
SET: II
New "H-3" Shed
~P~NT 0 JURIS
0 PLAN REVIEWER
D FILE
D The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
D The plans t~ansmitted herewith will substantially comply with the jurisdiction's building codes
when minor deficiencies identified below are resolved and checked by building department staff.
D The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
IZ] The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
IZ] The applicant's copy of the check list has been sent to:
Sean Tracy
8810 Rehco Rd., Suite F San Diego 92121
IZ] Esgil Corporation staff did not advise the applicant that the plan check has been completed.
D Esgil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted: Telephone#:
Date contacted: (by: )
Mail Telephone Fax In Person
D REMARKS:
By: Kurt Culver for S. Azuela
Esgil Corporation
1Z1 GA •. D MB O EJ D PC 4/20/99
Fax#:
Enclosures:
trnsmtl.dot
9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576
, \
Carlsbad 99-1059 II
April 30, 1999
RECHECK PLAN CORRECTION LIST
JURISDICTION: Carlsbad
PROJECT ADDRESS: 2282 Faraday Ave.
DATE PLAN RECEIVED BY
ESGIL CORPORATION: 4/20/99
REVIEWED BY: Kurt Culver fot S. Azuela
FOREWORD (PLEASE READ):
PLAN CHECK NO.: 99-1059
;.
SET: II
DATE RECHECK COMPLETED:
April 30, 1999
This plan review is limited to the technical requirements contained in the Uniform Building Code,
Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws
regulating energy conservation, noise attenuation and disabled access. This plan review is
based on regulations enforced by the Building Department. You may have other corrections
based on laws and ordinances enforced by the Planning Department, Engineering Department
or other departments.
The following items listed need clarification, modification or change. All items must be satisfied
before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3,
1994 Uniform Building Code, the approval of the plans does not permit the violation of any
state, county or city law.
A. Please make all corrections on the original tracings and submit_ two _new sets of prints to:
ESGIL CORPORATION.
B. To facilitate rechecking, please identify, next to each item, ttie sheet of the plans upon
which each correction on this sheet has been made and return this sheet with the
revised plans.
C. The following items have not been resolved from the previous plan reviews. The original
correction number has been given for your reference. Please contact me if you have any
questions regarding these items.
D. Please indicate here if any changes have been made to the plans that are not a result of
corrections from this list. If there are other changes, please briefly describe them and where
they are located on the pla_!'ls. Have changes been made not resulting from this list?
DYes DNo
I
.,. ,_ 'i
• y "
Carlsbad 99-1059 II
April 30, 1999 ·
27. This building is a Category 2 structure. Therefore, provide the quoted note on
the plans as per the original list. i.
+ HAZARDOUS MATERIALS CORRECTIONS
36. Please correct the design for the proposed H-3/H-7 addition. UBC, Section 307
and UFC.
a) In an update to Technical Report by Eriksen-Rattan Associates Inc.,
please clearly address any change in the requirements for the proposed
closed system mixing to be done in the four mixing tanks in the new
storage and transfer building. (Please review the material~ being mixed.)
b) As per calculations, by Eriksen-Rattan Associates Inc. Technical Report
for required containment in the new storage and transfer building, a
minimum of 6,548 gallons is required:· The plans show only 2,937 gallons
provided. Please correct to comply with UBC, 307.2.5.
38. Detail support of the piping between the new storage & transfer building and the
existing building. Detail the proposed attachment of all piping at the existing
buUding.
Note: If you have any questions regarding this plumbing, mechanical and energy plan
review list please contact Glen Adamek at (619) 560-1468. To speed the review
process, note on this list (or a copy) where the corrected items have been
addressed on the plans.
EsGil Corporation
'1.n Partnersliip witli {jovernment for '13uiUing Safety
DATE: April 7, 1999
)
JURISDICTION: Carlsbad
D APPLICANT ~
D PLAN REVIEWER
D FILE
PLAN CHECK NO.: 99-1059 SET:I
PROJECT ADDRESS: 2282 Faraday Ave.
PROJECT NAME: ISIS PHARMACEUTICALS NEW "H-3" SHED
D The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
D 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.
D The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
IZ! The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck. ·
D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
IZ! The applicant's copy of the check list has been sent to:
Sean Tracy
8810 Rehco Rd., Suite F, San Diego, CA 92121
1Z! Esgil Corporation staff did not advise the applicant that the plan check has been completed.
D 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
D REMARKS:
By: Sergio Azuela Enclosures:
Esgil Corporation
[XI GA [XI MB D EJ D PC 3/22 trnsmtl.dot
9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576
,,
Carlsbad 99-1059
April 7, 1999
PLAN REVIEW CORRECTION LIST
COMMERCIAL
PLAN CHECK NO.: 99-1059 JURISDICTION: Carlsbad
OCCUPANCY: H-3 USE: Hazardous Materials
Storage Shed
TYPE OF CONSTRUCTION: III-N ACTUAL AREA: 576 SF
ALLOWABLE FLOOR AREA: 7,500 SF STORIES: 1
HEIGHT: 12 FT
SPRINKLERS?: NO
REMARKS:
DATE PLANS RECEIVED BY
JURISDICTION: 3/18/99
DATE INITIAL PLAN REVIEW
COMPLETED: April 7, 1999
FOREWORD (PLEASE READ):
OCCUPANTLOAD: 2
DATE PLANS RECEIVED BY
ESGIL CORPORATION: 3/22
PLAN REVIEWER: Sergio Azuela
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 USC.
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 revise'd plans.
LIST NO. 22, GENERAL COMMERCIAL WITHOUT ENERGY OR POLICY SUPPLEMENTS (1994 USC) comforw.dot
Carlsbad 99-1059
April 7, 1999
• GENERAL
1. Please make all corrections on the original tracings and submit two new sets of
prints, to:
Esgil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, California
92123, (619) 560-1468.
• PLANS
2. Provide a Building Code Data Legend on the Title Sheet. Include the following
code information for each building proposed:
+ Type of Construction 111-N
+ Sprinklers: Yes or No YES
+ Floor Area. Please clearly show on plans the floor area of the existing
building.
+ Justification to exceed allowable area in Table 5-8. Please clearly show on
plans the floor area justification for the existing building (note that if the
existing building requires the yards separation for the allowable floor
areas increased, a new allowable area calculation shall be provided,
including the area and use of the new proposed building).
3. Provide a note with the building data legend stating that yards used for area
increases shall be permanently maintained.
• SITE PLAN
4. Provide a fully dimensioned site plc;1n drawn to scale. Show north arrow,
property lines, easements, streets, existing and proposed buildings and
structures.
5. Provide a statement on the site plan stating: "All property lines, easements and
buildings, both existing and proposed, are shown on this site plan."
6. Clearly designate any side yards used to justify increases in allowable area
based on Section 505.
7. Show dimensioned parking layout including any required disabled access
spaces.
• BUILDING AREA
8. When a building has more than one occupancy, the area shall be such that the
sum of the ratios of the actual area divided by the allowable area for each
occupancy shall not exceed one. Section 504.3.
Carlsbad 99-1059
April 7, 1999
• FIRE-RESISTIVE CONSTRUCTION
9. Provide details of the four-hour fire-resistive construction. Include, wall
assemblies. Please note that according to the "TECHNICAL REPORT" this
exterior wall is intended to be a 2hr-Occupancy separation wall. However
since the type of construction shall be consistent with the type of
construction of the existing building (111-N) the exterior wall shall be 4hr-
assembly.
10. Detail how four-hour fire-resistive wall construction is maintained at built-in wall
fixtures and behind mailboxes, fire extinguisher cabinets, electric panels
exceeding 16 square inches in area, etc. Section 709.7.
11. Provide a note on the plans stating: "Penetrations of fire-resistive walls, floor--
ceilings and roof-ceilings shall be protected as required in UBC Sections 709 and
710."
• OCCUPANCY SEPARATION
12. A 2-hour occupancy separation is required between the H-3 occupancy and the
existing building. Section 307.1.4. Clearly show it on plans.
• EXITS
13. Exit doors from Group H-3 occupancies shall not be provided with a latch or lock
unless it is panic hardware. Chapter 10. Clearly show it on plans.
14. Regardless of occupant load, a floor or landing not more than 1 inch (1/2-inch if
disabled access is required) below the threshold is required on each side of an
exit door. Section 1004.9. Clearly show it on plans.
15. Door landings shall have a length measured in the direction of travel of not less
than 44 inches. Section 1004.10. Clearly show it on plans.
• EXIT SIGNS
16. Exit signs are required whenever two exits are required. Show all required exit
sign locations. Section 1013.1.
17. Show two sources of power for the lamps at exit signs. Section 1013.4.
18. Show that exits are lighted with at least one foot candle at floor level. Section
1012.1.
Carlsbad 99-1059
April 7, 1999
• FOUNDATION
• Provide complete foundation plans, including the anchor bolts size and
spacing.
19. Show height of all foundation walls. Chapter 16.
20. Note on plans that surface water will drain away from building and show
drainage pattern and key elevations. Section 1804.7.
21. Show foundation bolt size and spacing. Foundation bolt size and spacing for
shear walls must be clearly shown on the foundation plan. Section 1806.6.
22. Show size, embedment and location of hold down anchors on foundation plan.
Section 106.3.3.
23. Note on the plans that hold down anchors must be tied in place prior to
foundation inspection. Section 108.5.2.
24. Specify size, ICBO number and manufacturer of power driven pins and
expansion anchors. Show edge, end distance and spacing. Section 1701.7.
• FRAMING
25. On the cover sheet of the plans, specify any items requiring special inspection, in
a format similar to that shown below.
• REQUIRED SPECIAL INSPECTIONS
In addition to the regular inspections, the following checked items will also require
Special Inspection in accordance with Sec. 1701 of the Uniform Building Code.
ITEM REQUIRED? REMARKS
OTHER The shop shall be ICBO approved fabricator or a Special
Inspection shall be provided.
26. When special inspection is required, the architect or engineer of record shall
prepare an inspection program which shall be submitted to the building official for
approval prior to issuance of the building permit. Please review Section
106.3.5. Please complete the attached form.
27. In seismic zones 3 or 4, if a structure is defined in Table 16-K as Occupancy
Category 1, 2 or 3, note on the plans that "Structural observation by the
engineer/architect shall be performed. A statement in writing shall be given to the
building official, stating that the site visits have been made and whether or not
any obse.rved deficiencies have been corrected to conform to the approved plans
and specifications". Section 1702.
Carlsbad 99-1059
April 7, 1999
• MISCELLANEOUS
28. In Groups B, F, H, Mand S Occupancies, if the number of employees exceeds
four, provide separate toilet facilities for men and women. If ''the total number of
employees will not exceed four", and only one restroom is provided, note the
words in quotation above on the floor plan. Section 2902.3.
29. Note on the plans that suspended ceilings shall comply with UBC Tables 25-A
and 16-0.
• TITLE 24 DISABLED ACCESS
30. Provide notes and details on the plans to show compliance with the enclosed
Disabled Access Review List. Disabled access requirements may be more
restrictive than the UBC.
• ADDITIONAL
31. Please provide structural calculations for the mechanical screen wall, including
the adequacy justification for the roof members supporting the braced reactions.
Also include all the connection details, specifications and calculations.
32. Additional corrections may follow.
To speed up the review process, note on this list (or a copy) where each correction item
has been addressed, i.e., plan sheet, note or detail number, calculation page, etc.
Please indicate here if any changes have been made to the plans that are not a result
of corrections from this list. If there are other changes, please briefly describe them and
where they are located in the plans.
Have changes been made to the plans not resulting from this correction list? Please
indicate:
D Yes D No
The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake
Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to
perform the plan review for your project. If you have any questions regarding these plan
review items, please contact Sergio Azuela at Esgil Corporation. Thank you.
Carlsbad 99-1059
April 7, 1999
+ ELECTRICAL PLAN REVIEW
+ 1993 NEC
+ PLAN REVIEWER: MORTEZA BEHESHTI
33. Show the grounding system required for each building or structure. NEC 250-24,
80(a), 81 (c).
34. Indicate the total load demand on "EDB" or the existing generator load.
Note: If you have any questions regarding this electrical plan review list please contact
Morteza Beheshti at (619) 560-1468. To speed the review process, note on this
list (or a copy) where the corrected items have been addressed on the plans.
• PLUMBING, MECHANICAL AND ENERGY CORRECTIONS
+ PLAN REVIEWER: Glen Adamek
35. Provide copies of the earlier Technical Reports as per the footnote on page 1 of
26 of the Eriksen-Rattan Associates Inc. Technical Report dated 24 November
1998.
36. In the Eriksen-Rattan Associates Inc. Technical Report dated 24 November
1998, provide data on proposed H-3/H-7 addition. USC, Section 307 and UFC.
a) The plans seem to show mixing is being done in the four mixing tanks in ,
the new storage and transfer building, but the Eriksen-Rattan Associates
Inc. Technical Report dated 24 November 1998, shows storage only. No
use in closed systems shown in Attachment 1-A. Please correct.
b) Provide calculations for required containment in each area of the
buildings, as per UBC, 307.2.5 and show on the plans.
c) Provide a written response to show how Spill Control and Drainage are
being handled as required in USC, Sections 307.2.3 & 307.2.4.
d) Provide the required manual shutoff control for ventilation equipment as
per USC, Section 1202.2.3.
e) Please address the exhaust from the new addition passing through the
existing building ceiling space as shown on sheet A-3, Section BB. Note:
ducts conveying explosives or flammable vapors, fumes or dusts shall
extend directly to the exterior of the building without entering other
spaces. UMC, Section 505.1.
f) For fumes or vapors that are heavier than air, exhaus~ shall be taken from
a point within 12 inches of the floor. UFC, section 8003.18.2-5.
37. Detail the backflow protection of water connection to equipment in the new
storage and transfer building. UPC, Section 603.3.5.
Carlsbad 99-1059
April 7, 1999
38. Detail support of the piping and ducts between the new storage and transfer
building and the existing building.
39. Show the required fire and smoke dampers in the ducts running from the new
storage and transfer building and the existing building. Fire rated occupancy
separation is required between the two buildings.
40. Detail the exhaust ventilation systems to show compliance with UMC, Chapters 5
&6.
a) Detail the required make-up air as per UMC, Section 505.6.
b) Clearly show the type of material to be exhausted by each exhaust
system.
c) Clearly show the duct materials are suitable for the intended use. UMC,
Section 609.1
d) Clearly show the exhaust duct material and gage used for each duct size.
See UMC, Table 5-B or 5-C.
e) Detail ducts conveying explosives or flammable vapors, fumes or dusts
shall extend directly to the exterior of the building without entering other
spaces. UMC, Section 505.1.
f) Detail minimum duct conveying velocities as per UMC, Section 505.4 and
Table 5-A. If required.
g) Detail duct cleanouts as per UMC, Section 609.4. If required.
h) Detail duct support as per UMC, Section 609.6.
i) Detail fire protection as per UMC, Section 609.7. Please correct the
plans.
j) Detail clearances from combustibles as per UMC, Section 609.8. Please
correct the plans.
Note: If you have any questions regarding this Plumbing, Mechanical, and Energy plan
review list please contact Glen Adamek at (619) 560-1468. To speed the review
process, note on this list (or a copy) where the corrected items have been
addressed on the plans.
Carlsbad 99-1059
Apri17, 1999
DEPARTMENT OF STATE ARCHITECT NON RESIDENTIAL
TITLE 24 DISABLED ACCESS REQUIREMENTS
The following disabled access items.are taken from the 1995 edition of California Building
Code, Title 24. Per Section 101.17.11, all publicly and privately funded public
accommodations and commercial facilities shall be accessible to persons with disabilities
as follows:
(1) Any building, structure, facility, complex, or improved area, or portions
thereof, which are used by the general public.
(2) Any sanitary facilities which are made available for the public, clients, or
employees in such accommodations or facilities.
(3) Any curb or sidewalk intended for public use that is constructed with private
funds.
(4) All existing accommodations when alterations, structural repairs or additions
are made to such accommodations.
NOTE: All Figures and Tables referenced in this checklist are printed in the California
Building Code, Title 24.
• REMODELS, ADDITIONS AND REPAIRS
1. When alterations, structural repairs or modifications or additions are made to an
existing building, that building, or portion of the building affected is required to
comply with all of the requirements for new buildings, per Section 1134B.2. These
requirements apply only to the area of specific alteration, repair or addition and
shall include:
a) A primary entrance to the building and the primary path of travel to the
area in question, and include the following items which serve the area in
question:
i) Sanitary facilities.
ii) Drinking fountains.
iii) Public telephones.
• SITE PLAN REQUIREMENTS
• Clearly show on plans all accessible routes of travel by lines of arrows,
including the.slope of the route ,...,....,....,.X%_,....,....,.}
2. Clearly show that the site development and grading are designed to provide
access to all entrances and exterior ground floor exits, as well as access to normal
paths of travel, per Section 1127B.1. Where necessary to provide access, shall
incorporate pedestrian ramps, curb ramps, stairways and handrails, etc.
Carlsbad 99-1059
April 7, 1999
3.' Plans show that more than one building is located on the proposed site.
Accessible routes of travel shall be shown to be provided between buildings and
accessible site facilities, per Section 1127B.1.
4. Show, or note that at every primary public entrance, and at every major function
area along, or leading to, an accessible route of travel, there is to be a sign
displaying the international symbol of accessibility. Signs are required to indicate
the direction to accessible building entrances and facilities, per Sections 1117B.5.7
and 1127B.3.
5.
6.
• DISABLED ACCESS PARKING SPACES
• Clearly show on plans full compliance. Full compliance will be rechecked.
• CURB RAMPS
• Clearly show on plans full compliance. Full compliance will be rechecked.
• WALKS AND SIDEWALKS
• Clearly show on plans full compliance. Full compliance will be rechecked.
• PEDESTRIAN RAMPS
• Clearly show on plans full compliance. Full compliance will be rechecked.
• ENTRANCES AND CIRCULATION
Revise plans to show that all entrances, and exterior ground level exits, are
accessible, per Section 1001.9.1.
Show that an accessible route of travel is to be provided to all portions of the
building, to accessible building entrances and between the building and the
public way, per Section 1114B.1.2.
• DOORS
7. Show, or note, that there is a level floor or landing on each side of all doors. The
floor or landing is to be :5:½" lower than the doorway threshold, per Section
1004.9.1a.
Carlsbad 99-1059
April 7, 1999
8. Show or note that the lower 1 O" of all doors GOmply with Section 1004.8.1, as
follows:
a) To be smooth and uninterrupted, to allow the door to be opened by a
wheelchair footrest, without creating a trap or hazardous condition.
b) Narrow frame doors may use a 10" high smooth panel on the push side of
the door.
NOTE: Exception for automatic or sliding doors.
9. Provide a note on the plans that the maximum effort to operate doors, applied at
right angles to hinged doors or at center plane at sliding doors, per Section
1004.5.1, will be:
a) ~8½# at exterior doors.
b) ~5# for interior doors.
c) ~15# where fire doors are required.
• SANITARY FACILITIES
• Clearly show on plans full compliance. Full compliance will be rechecked.
• GENERAL ACCESSIBILITY REQUIREMENTS
• SIGNAGE
10. Where permanent identification is provided for rooms and spaces, raised letters
shall also be provided and shall be accompanied by Braille. Section 1117B.5.
11. Provide a note on the plans stating that the signage requirements of Section
1117B.5 will be satisfied.
END OF DOCUMENT
Carlsbad 99-1059
April 7, 1999
VALUATION AND PLAN CHECK FEE
JURISDICTION: Carlsbad
PREPARED BY: Sergio Azuela
BUILDING ADDRESS: 2282 Faraday Ave.
BUILDING OCCUPANCY: H-3
ILDING PORTION I BUILDING AREA
(ft. 2)
New H-3 shed 576
Air Conditioning
Fire Sprinklers
TOTAL VALUE
PLAN CHECK NO.: 99-1059
DATE: April 7, 1999
ISIS Pharmaceuticals new H-3 shed
TYPE OF CONSTRUCTION: III-N
I VALUATION VALUE
MULTIPLIER ($)
33 19,008
19,008
D 199 UBC Building Permit Fee IZ] Bldg. Permit Fee by ordinance: $ 201.08
D 199 UBC Plan Check Fee IZ] Plan Check Fee by ordinance: $ 130.70
Type of Review: IZ] Complete Review D Structural Only D Hourly
D Repetitive Fee Applicable D Other:
Esgil Plan Review Fee: $ 104.56
Comments:
Sheet 1 of 1
macvalue.doc 5196
PlANNING/ENOINEERING APPROVALS
PEiMIT NUMBER CB ez>9 /0&"9
RESIDENTIAL
RESIDENTIAL ADDITION MINOR
(<$10,000.00) . ..
Does/Mlsforms/Plannlng Engineering Approvals
TENANT IMPROVEMENT
-
PLAZA CAMINO REAL
CARLSBAD COMPANY STORES
VILLACE FAIRE
COMPLETE OFFICE BUILDING
/
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2 "* (I] Cl D
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PLANNING DEPARTMENT
BUILDING PLAN CHECK REVIEW CHECKLIST
Plan Check No. CB tJC/-ID S-9
Planner Van Lynch
APN: Z 1'2,.-ot !-J 3
Type of Project & Use: /IJlxts f1¥J¥: ..-1N:i::>
Zoning: lb: CM General Plan: P-,Z:
Address Z 2-tG 2.. FiAA"S>A-y? ,A 110.
Phone (619) 438-1161, extension 4447
Net Project Density: __ N,,_.½4~--=D~U~/"'-A'""'C __ 7
Facilities Management Zone: __ .r __ _
CFO (in/out) # -Date of participation: Remaining net dev acres: ------Circle One
(For non-residential development: Type of land used created by
this permit: ____________________ )
Legend: ~ Item Complete (o) Item Incomplete -Needs your action
Environmental Review Required: YES NO/>< TYPE
DATE OF COMPLETION:· _____ _
Compliance with conditions of approval? If not, state conditions which require action.
Conditions of Approval:
1(1 CJ D Discretionary Action Required: YES NO k TYPE ___ _
~DD
APPROVAL/RESO. NO. _____ DATE ___ _
PROJECT NO. _______ _
OTHER RELATED CASES: _________________ _
Compliance with conditions or approval? If not, state conditions which require action.
Conditions of Approval: ------------------------
Coastal Zone Assessment/Compliance
..
Project site located in ~oastal Zone? YES NOC><.
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 already completed? YES NO
If ·NO, complete Coastal Permit 'Determination Form now.
Coastal Permit Determination Log #:
Follow-Up Actions:
1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum
Floor Plans).
2) Complete Coastal Permit Determination Log as needed.
\.
~~, .
' ~-· .·
<' f·ts-,;,·, ' .
(i,ii\77 o· · · ·o· i: .. ·-~,.-', ·.
•~-o· o;-
lnc!usionary Housing Fee r~quirect: YES, __ NO .k. _
(Effective date·of lnclusio_nary Housing Ordinance -May 21-, 1993.)
Data Entry Completed:? YES NO ·
·(A/P./Ds; Aqtivity Maintena~be, enter CB#,. t(:lolbar;_ Scre~hs, Housing. F!:!es, Construct Housing Y /N, Enter Fee, ·UPDATE!) .
Site·PJan:
.,,
',,
' ,,;l .·. Provide a· fully dim_ensional .~it~ .. J?l,an _drawn to scale. Show: North c1rrow,
· ·property line$,·. easemerits, .. existing .. anQ. ,proposed:. structures, str.eets., existin_g.
-I ' " I -street improvern~nts, right-of-"\Nay Width, dimensional setbacks· and ex]s:tir,g
topographical line$. ·· ·
2. Provide legar desc,riptlor, of property ~nd. asseS$Or' s. parcel number ..
: ··, Zoning:
jgf, 'D D 1 . S¢tbacks: ,·.
·Profit:. · R'equired. _.....;....._-'-----'--Shown ------"---'-Interior Side: ''Required .. ----------,--,-Shown ------,-----,-,-....,.,...
Street Side: Required __,_..,.,......_,...,... __ _ Shown ------Rear: Required ....,--'------,-'---,---,--Shown ------'---
D D · 2. Accessory struct.ure setback~:
'Front; .R¢quir.ed -Shown . · o ){:.,, : lt1te·rior Side; .Reqµired -. -~~---Shown ---~-----,-
. · Sfre.et Side: . Required · · . Shewn ------
Rear: .Hequire.d ·Shown --~--~
· Strµcture separation: Required· :Shown-------'--
~JD O· 3. Lot Cover;:ige: of~ Required __ . r -----~ Shown _____ __.
~-0 D· . 4. Height: o;t/'
I
· Required_. -----------..,... -Shown ----......,....-
', ·f:~D
@~o
-~. Par:kin_g,: · · Spa.c.es :~_$q1;Jired · . :.6. L. Shown --"e=-· __,S....._-'------,-,-,-
.. . Guest ScrrRequited . . . . Shown . . .
Add.itiom~I Cornrr:ients . fltcpr,,J . otJ ·/??-Aw.\ -: AJu,,, .. 1~1stJ?;--OF /)/fl.,Jb1 AJ'/, s/JACM · .
. ,/2:&fwll¼lf} FA~&D .CJrJ t1s;g:.·0~. 1?1001~~~. 1~ '.?a:JJ . )v>O ~HP~
l/6(1!-1"!:0/L QE _ SRfit;Ji$: /{tMtl/1'-fs,ld: . "'le> ,-c::~;/-Tf:T. ·
. OK;~ro~ISSUE AND ENTERED APPROVAL.INTO COMPUTER flctv:~-DATE t·-//-J?f.
\
May-19-99 09:39A
... ·.I!
PRIME STRUCTURAL ENGINEERS
16980 Via Tazon, Suite 260
San Qiego, California 92127
Tel (619) 487-0311
\ STRUCTURAL ..
CALCULATIONS
(s1s fl~ rwd --AJf r Calf:&
~ l fhm ~
P.02
May-19-99 09:39A P.03
' ,
10-11;;, U -7 5 rh::o
CJ}tc~ ~I gT-P ANGL-@j UN i; A
. l"-){ ~t;tl) 2git & (l OPWIN t1
MAY-CoNCt11DrJ ~ P~
PffDY ~ \2p.;f\r \.4 1-= 1~8 plf
~· A Pl<lME .r, vttl I , ~ srnucn.JRAL c:, _; fil ~ ·-. L ... ~Et--JGtNEERS &a:~
,;:: E?tll b'T F;~l4-'1 ~ PA1-lt:L-
v.J/ #½ l \}) ~ g II O G,/
,tr:;{ H)@.. l ~'10 -G.
1~ g,1;{r2 ,.,dt:;VxO.hx f.J,fo =' 12.Ssplf
fl2tB /\VIAL Wl'<D
PAN~= 8. 76~~>< 18J x 11 y 1-1 -r 1/7:> = -4-?
)ZITTrF ; 1uS-1.J1t x ,. 1, '/~/ =-(6
{0 8 p}..P.
s'5 ~-C0~1PU rtK O l,l7Pl)1
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May-19-99 09:39A
DESCRIPTION:
Q~lG.DJ. DAie,;
PRECAST CONCRETE WALL DESIGN
Considering P-Delta Effects
SEAOC "Green Book" To iterate P-Delta effects to convergence
using 1994 UBC Load factors.
CHECK EXIST PANEL
PIERA
fc= 2,000 psi Min. Vert. Steel % = 0.0025 Clear Wall Ht = ·
Fy=
Phi=
Seismic Factor=
Wind Load=
Reveal Depth=
Reveal to Bot=
Wall Thk.=
Rebar Size # =
Rebar Spacing=
Depth to steel=
Rebar@ Reveal=
d@Reveal=
Steel @ ea. face=
DESIGN SUMMARY:
40,000 psi Min. Horiz. Steel % = 0.0015 Total wall Ht=
0.90 Max Vet. Spacing= 14.17 in Ht/Thk Ratio=
0.3 Max Horiz. Spacing = 18.00 in Eccentric Dead Load =
20.1 psf Beta1 = 0.85 Eccentric Live Load =
0.75 in 0.6 x Rhow Balance = 0.0148 Load Eccentricity =
12 ft Shall LL be used with laterial load combination? Y=1,N=0-->
/AdditiQaal ll110.Q.§.fi.Q. l.Qads;
8.75 in Axial Unform DL= 108 plf Point Lateral Load =
5 Axial Uniform LL= 0 plf X-dist. to Bottom =
8 in o.c.Unform Lateral Load= 12.8 plf Seismic= 1, Wind=2-->
4 in X-dist. to Bottom = 0 ft
8 in o.c. X-dist. to top = 28 ft
4 in Seismic=1, Wind=2-> 1
1 (1 for single layer, 2 for double layers)
Seismic Seismic@ Reveal Wind Wind @ Reveal
MnxPhi = 67,182 67,035 in-# 65,217 65,141 in#
Mu= 59,968 60,447 in-# 21,175 21,183 in#
OVER STRESS= 0.0 0.0 % 0.0 0.0 %
Max. deflection= 0.57 1.15 in 0.08 0.09 in
Hts/defl.= 504 248 3,464 3,112
Provide Add'I # 5 @ 0.00 O,C. at Reveal
LATERAL LOADINGS [U=1 .4D + 1.4L + 1.4E)) for seismic load combination.
U=0.75(1.4D+1.7L+1.7W) for Wind Load Combination.
Wall wt."' 109.4 psf Wind Load x 1.275= 25.6
Seismic Service= 32.8 psf Factored Seismic= 45.9
P.04
23.75 ft
28 ft
32.6
168 plf
0 plf
7.375 in
0
0 #
0 ft
May-19-99 09:39A
DESCRIPTION:
PRECAST CONCRETE WALL DESIGN
Considering P-Delta Effects
SEAOC "Green Book" To iterate P-Delta effects to convergence
using 1994 UBC Load factors.
CHECK EXIST PANEL
PIERA
$E.lS.M1C. C.QM.B.l!YA IlQ/:i. 1/iJtl.Q. C.QMSl!YdilQf::1
VERTICAL VERTICAL
Loading @Reveal Loading @Reveal
P axial:::: 168 168 168 168 plf
P wall:::: 1,898 1,858 1885 1858 plf
P/A:::: 20 21.10 20 21.10 psi
Pu-Axial:::: 235 235 176 176 plf
Pu-Wall:::: 2,657 2,601 1979 1951 plf
Pu-Total:::: 2,892 2,836 2155 2127 plf
0.04*fc=
ANALY$fS· SEJ.S.M1C. C.QMS.t1:M I1Q61. Yi.lf:liJ. C.QMS.ltl.B. tlON
At Reveal At Reveal
As(eff)=[Pu:tot + (As•Fy)]/Fy = 0.537 0.536 0.519 0.518
' a'=(As*Fy+Pu)/(0.85"'fc*12) = 1.054 1.051 1.017 1.016
'c'=='a'/Beta = 1.239 1.236 1.197 1.195
Phi= 0.90 0.90 0.90 0.90
Mn=As( eff) •ty•( d-a/2)= 74,647 74,483 72,463 72,379
Mu= Phi*Mn= 67,182 67,035 65,217 65,141
E=5 7000* (f c)"O. 5= 2.5E+06 2.5E+06 2.5E+06 2.5E+06
n=29000/Ec= 11.38 11.38 11.38 11.38
Fr=S*{Fc)"0.5= 223.6 223.6 223.6 223.6
Gross section modulus= 153.1 128.0 153.1 128.0
Mer (cracked Moment Cap.)= 34,240 28,622 34,240 28,622
I gross= 669.9 602.9 669.9 602.9
I cracked= 54.2 54.1 53.2 53.2
P.05
80.00 psi
in"2/ft
in
in
in-#
in-#
psi
psi
in113
in-#
in"4
in"4
Ap)""-16-99 04;52P
PRIME STRUCTURAL ENGINEERS
, 6980 Via Tazon1 Sulta 260
San Diego, California 92127
Tel (619) 487·0311
··-· ......... ----······ . . -· .... . .. , ....... , . ·-
I
STRUCTURAL\
CALCULATLONS
a~--gv
! ~ s PviM1Yla UM11 CAf ~ T. I.
. Plw1 Cd:3£Q,k;.. Crrr-cc1ziv1s
<ihK pc.,, fnVK,Pl-1
P.02
-..... --.. . --<ft-tof?-..
Ap~-16-99 04;52P
PLAN C.tttC¥-CQRt?&-C-11oN~
1s1~ PHA-f. MAC.F1A n r A LS Nt::W 1H0' s.t+~
·-·--1.Z82 rlkA-·oA·'-/ ;4v6 i CM-~t£J::3M)
PLAtJC~tK-NO. qq_Joqt]_
{ Tlt1V{ 4f 6'-i/
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1{\)S;·PbC.;notJ, Sftn 1<1v, 1NSfe:( n oN f JAS
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AND Sm(7 WE:LOJN(/J j)r;/ch'P.MW OT/h?v
7rlAN 1rtr ~mP Or lrN ;4:P PJet Vw F/rf:Y /( A~TD K.
P.03
Ap~-16-99 04;52P
tv'INi.l MUM f?M ~--f-ACTIOW ~ 8uJ 0 #'-
AT .CONDl11DN @
MIN t::;9/g" t-DG?t J)Jtr..
q11 ~PACING,
,A-u ... o w s rWAR' fo/J~ 'J 8!./' ??/4 n ¢ ;:.Q>t-ft·?<D
P~ l CP;;IJ l I~, Z,, ~ 'V?Y?O# x C11/i1,1z;·1s ;=. 1i--J4#, Pf;'):'.. _8DLT
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P.04
lA~ 4-'?/4.1/ ff' 'j~4,,I ~~~~,vs
Ct'N~f?]v']J~ 1?J
1?GO+ 1?.?,i,,
Apr-16-99 04;52P P.05
A PRIME JOB:~~ STRUCTURAL DATE; ENGINEERS s;r :
(,J.,{l'bf ~-l,-, Cb \ .._ µ
tR,. ~ /-f?J I '}/~ f,'2, , f !>~ ( '2-4
$-(_,)~ t 0
• .'. (,U,~,::; ,1, ( ft;,10
{¼,~ t1~\ ~ ~'1 1,,, i. l('> ~ bL & ~vf
(1,k, ~ ~-0 f t.r
~ 1 ~l-1\@-I{~ w~c;t:ilP ~ u,10'?
1
:. D [v.
<J-1 o M i tr.c ~
·==· q.o~~: L...G_,&1 tfb~ -i1,ro(a/)l/f?
Ap~-16-99 04:53P
s3B EXIST ~oor PURLIN
slp1tvls0b4l48TBEA" ANALYSIS PROGRAHslp9vls0b41481
SPAN LENGTH~ 14,00 ft
<S111ple Span)
UNIFORM LOAOS (k/ft & f~)
wd ~l Xl -l2
0.044 0.000 0.00 14.00
POINT LOADS (k L ftl
Pd Pl l
0.193 0,000 ,,50
REACTIONS (k)
LOAD LErT RIGHT
D1Bd o. 716 0.393
Live 0,000 0,000
rota\ 0,716 0.399
NAXI~UM fORCES
V 11a~ :; 0.716 k @ 0,00 H
Vd !'la~ : 0.716 k @ 0,00 ft
II ma~ = 1.791 ~ft@ 5,01 ft
Hd ~a~ :: 1.791 kft ~ 5,02 ft
DErLECT[ONS (El: l:1n"2)
LOAD Oefl ( i nl U..iiL
Mal 63556/El 6.64
Live 0/EI 0.00
Dead 63358/EI 11i dspan
iOTAL Oefl El
Li 180 680%-
L / 240 90795
L / 360 136192
P.06
s0B04/15/99
99~10
(6,60lsOp!0,00h12vOsOb3T
Apr-16-99 04:53P P.07
A PRIME JOS:m STRUCTURAL CATE: E~NEERS SHT : , ,
(~/ r-00r FUf. i11\J {. K ( CK 1::-f!... ,:~ l/ g r 1o. v)
p
f I
~ Pvt f-·IA ;J
M mat V 9'.i.&cry r. hr
.
4-rnA \/:.. JJJ .. JL u _1_ ~ 0. q 27 w\.-
2.1 oDl) x t/-/&
:--f,.,,; "' .?;,. 2.f q YI 2-~ li.t, 0 t k.ft -<.. ( &ii Y l/1,,, ~ 1,1 If f:-Sl) rt/?;
~.?t JV} :t,
Apr-16-99 04:53P
s3B EXIST PURLIN 12 _.,.. _________ ..... -
slp12vls0b4!4BTBEAM ANALYSJS PR08RAttslp9v1s0b41481
SPA~ LENGTH= 14,00 ft
(Si1ple SpAn)
UNlfORH LOAD$ Ck/ft~ ftl
~d ~l Il • ~2
o.o3& 0.000 o.oo 14.oo
POINT LOADS (k ~ ft)
Pd Pl I
0.000 0,370 3,00
0.000 0.370 7.00
0.000 0,370 11.00
REACTIONS (k)
LOAD LtFT RlGHT
Oead 0.253 0.253
Uve 0,555 0,555
fohl 0.808 0.808
Ml INUM FORCES
V ~A~ = 0.808 k @ 0.00 ft
H ,ax = 3.28~ ~ft e 7,0o ft
OErLECT!OllS (El " ~in"'2)
LOAD Dt>fl (in) X (it)
Tot.al 111869/tl 7.00
Live 80666/El 7.00
Dead 31203/~l 1idspan
TOTA~ De fl EI
L / 180 1l98GO
LI 240 159813
L / 3~0 2~9720
LIVE OeH El
L / 240 11~237
l I 3&0 1728~6
L / 480 230474
s0B04/l5/99
99-70
<G.60)s0p)0.00h12vOsOb3T
P.08
Ap}'."-16-99 04:54P
P.09
4--~ ~(Jf. {j ptf
J-(,' -t'
1' ;;J" l, -'J
6am--i po g, (@,, q ~rt, .J
iJ ~ !1. I psfv 4-1:.: W {. cf, f {/--
1'-AHP<)l ~ b. 101 /c ·#-.
A-MAY :;, J:;_ (:, 0 Y/2----0, (f.JJ1 {Vv
~v.() :bbO
1v-eid. ~ 81 D ~ !},/ g ,ii cf
,v,rov( o.1u 1)
S1-~f/d..:;;. 0.!&/1Y/Z,. -O.O~J-.-,VJ2?
~-{p :t'5 {j; '/ /_ ?;?_;
{X~·e:., ~ ?J "?J';( t I+ Qf_ r ~ 1,ilf /VJ 1-s :;;. D, 6111YJ ~
SCf./wN /3RAC.-~ 0 4-~11 tJ. l/.-
1 J.rn.fl1~ Vr:P .J-~-;~~ -~ w~ ,,
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-l.f44£ r; ·b 2,-Gl} Vi, (i'd. :,, I.I y: t t-:;;;. 0 ,'l;J& ll £-{}, 3qq I/
g,t;r'/}
Ill~ G1:J yJ; 1 I/ f
l:)_ ~ f. ax l~xtv_ --I J./, ft ~--F?L ~ fO, / r5£
r V.'712,,
Pat.{tfl).) = 10, IO tsi· x J.lflffJ1 1v/ 7n' ::-ffL~k '>'> 4#'l#-
t(s~-l,,.-17 .x-7 -i: 114--&!Vrle"
Apr-16-99 04:54P
s3B ROOF SCREEN
slp12vls0b414BTBEAH ANALYSIS PR06RAMs!p9v1sOb4148T
SPAN LENGTH= 5.00 ft
LEFT CANT= 0.00 ft
RIGHT CANT= 1.00 ft
UNIFORl'I LOADS (k/ft & ft)
vd 111 X! X2
0.068 0.000 o.oo f,, 00
REACTIONS (k)
LOAD LEFT RJ6HT
Dead 0.164 0,246
Live 0.000 (1,000
Total 0. Ui4 0.24&
HAXIMUN FORCES
V ~ax = 0.178 k @ 5,00-ft
Vd max= 0.178 k @ 5,00-ft
H 1ax = 0,197 kft@ 2.40 ft
Nd max= 0.197 kft@ 2,40 ft
Hain = -0.034 kft@ 5,00 ft
Md lin = -0,034 kft@ 5.00 ft
H = 0 kft@ 4,80 ft
DEFLECTIONS
LOAD
Total
Li VE'
-Dead
TOTAL Defl
L / 180
L / 240
L / 360
CE!= kin"2)
Def I (inl
870/El
·502/EI
0/El
0/EI
870/El
-502/EI
Plain Span
EI
2609
3479
5219
X (ft l
2,46
R,C.
o.oo
R.C.
1idspan
R,C.
Cant. (local).
El
111
148
222
s0B04/15/99
99-70
(6.60)s0p10.00h12v0s0b3T
P.10
• Mal""~ 16-99 03: 12P
,
PRIME STRUCTURAL ENGINEERS
16980 Via Tazon, Suite 260
San Oiego, California 92127
Tel (619) 487-0311
-·······-· ., ... ,........ . . ... , ............. -..... ....... . .... ' ..
P.02
\
STRUCTURAL\
CALCULATIONS
~~~
·Ma~~l6-99 03:13P
t,0,i ~ -· Mt:.c H !,(N r r~ A-1 t--¥1 .s r ~/tor 1D s rt v, c E. H'-;, $ih:v
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tN8vtLA11 () JJ
fi1. 1< 1,,,1 N s
susp. elk
8ff..fl\Jl(U:f.~ vt 4-e-
Mis·(',,I
J. . '),,, p!;...f--
1. 0 ·
0.1
I .D
/, {p
j,8
/, 0
(. 0
1.2::. iz .. o ps.P
Lk ;. :JO .0 psf { Je1;1J[!(C,iiSLG)
P.03
·Mar~l6-99 03:13P
101 ~I
v-'i
f I : t.,Q_I t f) 1.12.13·1
W~ :-[7M S~f Rff (S~ 9-0 /A{)
vUoi == lu1ZOfl: X 1/o 'I-1/g ""' /(PC plJ·
/Fr Pl krfvt.tJI
· UN n tt1'-J0
·sn· li ll:rPIICT
(A£~ l-U!OVZ.1--'
vJ~ f1/120i v.~/hY. 1/R P' 1Ctt&plf +-4-0pJ.f -)CVp{+-
M~
£~· {HtTPl/l.T"
IA88-C. fy /I.Co"
P.04
·Mar~l6-99 03;13P
AT UNIT END !t0B03/l6/99
99-50
slpl2vls0b4148TBEAK ANALYSIS PR06RAHs1p9v1sOb4148T
SPAN LENSTH; 8,00 ft
CS.G0ls0pl0.00h12v0s0b3T
(Si•ple Span)
UNIFORK LOADS (~ift ~ ft)
wd wl l1 -j2
0.200 0,000 o.oo 8,00
REACTIONS (kl
LOAD LEtT
Deed 0.800
Live 0.000
Total 0.800
HAXJHUN f'ORCES
V tiax ,:
Vd 1m;
M laI =
Kd IU #
DEFLECTIONS
LOAO
Total
Live
Dead
TOT AL Defl
L / 180
l / 240
L / 3SO
0,800 k I!
0.800 k @
1.600 kft @
1.600 Ht @
CEI ; ki n"2)
Defl (in)
18432/EI
0/EI
18432/El
EI
34~GO
46080
6~120
RIGHT
0.800
0.000
0.800
o. 00 ft
0.00 ft
4.00 ft
4.00 ft
X ( ft)
4.00
0.00
1idspan
St r rq/ r( J, J.J.txLZ-~ {). & q I I,··, 3
cJ.{f(;v)
(:, °8K/I.G'
5x -g_ 14--u;i ~ . t7 r::-
~ ·
P.06
·Ma~~l6-99 03;13P
CJrt;C~ ~ ST" &,lb
AT w Ne: @ b~Tv4J etrN G-,,: <t/ (!)
P, ~ ~
. (/ I l. ~ ( ~ Bl l 8 I
-r r
0>1 ~ 12.ps-P -r f I x: 2w 1 :;, ;;. r.;-r; L
Pt> /:J.pSf x. f ,<. ?v 1:: 2.:,;-p K-
!No:-0c;-p-:fv. r;,,1 r7,;;-¥ 2J x-1/i iJ.L/ :c .;;..f.JJ_ 2.-pl+-
Pot-; ·2-.c:;1<-.. .J-()_{flc;; ~ 0.10k..
Rz ~ ~.sk
Poi .. Pu :. 1,~ ~ ( ~ + ;t_ + t):: L~--?;1t:5k_
'Poi-;:; 4,q J ~
PL,~~ 4,;o K,
Pv2, ~ 2.~1?
Plh~ 1$
PoLt -::. ~-tt;;~
f7t;.j :;, 2 ,:1?°{L
W ~ 0'?P~ ~( tZG l,(~-Y. 1/11/-tl ~ 2-q. 4 plf
P.07
· Mar.:.16-99 03; 14P
s3B
s3$
EXIST GLB t) .. · sOBOZ/Ol/39
s !pl 2vl s0b414 BT~EAM ANALYSJ S PRO$RAl'!s ! p9v 1 s(Jb414BT
SPAN LENGTH~ 30,00 ft
(Siaipl!! 8p~n)
UNIFO~N l04DS (k/ft & ft)
~d ~I Xl X2
0,026 0,000 0.00 30,0~
POINT LOADS fk t tt)
Pd Pl
2.500 Z,5(10
S,150 2,500
3.l50 2,500
6.00· ............... ·
F:EACTJONS (k)
LD~D
De.d
li,·e
1ote1
MAn HUH tORCtS
14.00
n.oo
Lff_T
4.313
4.000
8,913
RJ6HT
4,673
3,5(10
8,173
V reex • 8.91 k ~ Q,00 ft
H r.m :: 82.21 kft @ )4,00 ft
DEFLECTIONS (El= LinA2)
LOAD .. Defl (in) I (ft)
Total 1Zoi:~1JtcI i4.9S
live 5554382/EJ 14.90
Dead 7116774/E! ~idspan
Pos, Yio~ent Lu= l.00 ft
Brace Spicing = 1.00 ft
6ov, Deflection : Total • LOBO
Required fl = 6s35506 kin~2
&LB 5,125 x 21 24F-V4!0B
Cougla; tir-Larch !N)
SiRESSES !psi)
Shear @ 'd' :
V = 8,87 k@ t.75 ft
fv : Z06 fv: J24 60 X
fb 1 ~ 2819 fb = 261j 93 Z
Live Lor= l,2S, Cf= 0,94
DEFLECTIONS (in} (E ~ 1800 ksi)
Total = !. 78 = L / 202 89 t
Liv~ • 0,78 • L / 461 52 t
Dead -1.00
9'3-5()
(6.&0)s0pJO.OOhl2vOsOb3T
P.08
.... ····· , .. ~-· .... ,..,,.,, ., .
·Mar~l6-99 03;14P
s38 rnsT GLB k2
s1p12vls0b4148T?.tAN ANALYSIS PR06RAMs1p9vl~9b4148T
SPAN LENGTH= 36.0Q ft
LEFT CANT= 6.00 tt
R(SHT CANT= 6,00 ft
UNJFORM LOADS (k/ft ~ ft)
t,1d vl X l -X2
0.030 0.000 -6,00 42,00
,;()B03/0J/99
SS-50
(6,60ls0p10,00h!2v0s0b3T
P.09
POlNT LOAD~." .. Jk & ft.J _ .
~d Pl X .. ...... . . . . . . ... . ...... ··--·· ........... , ... . .. -... -~·-... . --. '•'. .. . .., ' ,. . ... .. . . . ... . ,,, .,
4.375 ~-375 ·6.00
2.soo l.500 Q,00
2.soo ~.500 8,00
2.500 2,500 16.00
3. 150 2.500 24.00
3,150 2, 5(1(1 32,(;0
·2.SOO 2.500 40.00
4,~1¢ .i, (10(1 42, (iO
f.:EACl IONS (k)
LOAD LffT RIGHT
Dead I 1.9~9 15,%1
!"!ax : Live 12.049 13.000
Tvt~l 24,008 "2S,Q~!
Min : Live ·0,944 •0, 729
Total ll.015 14,332
KAXJMUl'I tORCES
V inax : 14,0~ ~ @ 36. 00+ft
M MX " 78, ~7 kft @ 16,0¢ ft
H lljin • . -74.00 kft @ 36. ~o ft ....... .. .. ........
!M(O full spaol
DEFLECTI0115 (El= kin ... Z)
LOAD Dell (in) X \ 1tl
fotal 164557S6/E1 17,94
-71079lS/El L,C,
-6585157/El R.C.
Li y~ 11(i92916/EJ 18,(lS
-6144000/EJ L, C.
65Z204S/El R.C,
Dead 4762739/tl midspan
·%3920/EI L.c.
~,s7SSS/EI ~.c.
Main Span C~nt. (lot~l)
TOTAL Detl tl El
L / 180 ~856565 1799345
L / 240 9142087 2399128
L / 360 13713130 ~5~8592
LIVE Den El EI
L / 240 &4960&5 109$240
l / 360 97440<,7 1647360
L / 480 12992l29 21%480
-· '
-Mar~l6-99 03:14P
s38
s3B
, .................
EXIST GLB t2
slpl2vls0b4148TBEAM DESIGN PR06RAMs!p~vls0b4148T
l~ft Cont Lu= 8.00 ft
Right Cant Lu= 8,00 ft
Brae~ Spacing = 8.00 ft
Beam Braced@ Support$
Pos, Moment Lu; 1.00 ft
Bra,~ Spacing : 1.00 ft
$ov, r.efle(tivn ! Main S~an Total = L/180
Required E! = 68~_6565. kin"2. .
6LB 5, 1~5 x 21 24i-V8sOB
Douglas Fir-larch CNJ
STRESSES (tsi l -·--
Shear@ 1d1 : V = 14,04 k@ 37.75 ft
Mai, Shear FY = 206 Iv= 195 95 X
Mvin Span Fb 1 = 2819 ib ~ 251~ ;9 ~
Left C6nt fb' = 281~ fb = 1690 ~o ~
Rlijht 8ant Fb 1 = 2Sl9 lb; 2857 84 Z
Live LDF; 1.25, le= 2,0& x Lu1 Cf= 0.94
DEFLEmONS Ci n) IE= 1800 i:sil
iotel; Main SNn = 2.31 : l / i87 96 r
left Cant = -1. 00 :; L / 935t i3 h
Right Cant ; -0.92 ; l / 7!Zt 31 i
Liv~ ; Main Span= l.64 :: L / 2&3 91 'I.
L~lt Cant= -0,86 = L /lS83t 29 i;
Right Cant= o.s2 ::: l /J 556f 31 i
Dead : Midsp.;n ; 0.67
L!!ft Cant = ~o. 14
Right Cant= -0.04
f local
s0B03/01/S~
91-50
16.60ls0p10,00h12v0s0b3T
P. 10
·Ma~=l6-99 03;15P P.11
PRIME JO., · , , -~·
ClWCf· {?-tl¥\' P~&..-· AT UtJf: A_
vJ{ NUAJ ?.~ '' .. '80.. ~INGif
ril,'" 1.1 ,,_11 ~ l·IJ'·"f' r 'J ?
U'\Q~· Pttv f.
ft_~ IJ-f)Sfv: 14 1
? 1lf9 p(-P-·
(l.;; ~ xtr5V 'K P.o >< (.!·7¼.l-J?, = &. { plf vu {"l-"
SffiUCRJRAL c:.:~:
ENGiNeERS SI-If :
£ii rr g e,/4-'111-1-k, 1~1\Jtl-
uY/ k(.V) ct & 110. c,.,.
~ ~ {t1) @.'. (t;11 ()_ v .
.f 6 ~ (k(l"! t; p ft.
'Rj ~ ti o, roD J?f-i'
fell!:> Af,[)<t,,-U),kO
fJrNfrt.. ~-&.76/12,-x /6(} }I( f2-,(t, '~ 1.r1 j(f..?J!:/ ~ J..cy {.JJ
:J2ol·r-;: I fl J p ,1 J<: t. 1 71/ 1J, JJ);/ 01 JJ.; t
2.1 g-pll--
to ~-8.115712 ){lb1J·x 0.7.)x 1.111/,;/ = /i,_g ptI ;tS
1fZ.¢ Ai J J<f..-U>4·V p !Nt;:V " 8 ,/ r;J, 2.-}( J L;7i x /~---~ 7 / V /11 1
/~ =c. ty._f(
/<.Uff" :7 /(;&f/1' V /.l~/J> =. (#!5
lP obp)I+
·Mar=l6-99 03;15P
DESCRIPTION:
DESIGN DA TA:
fc=
Fy=
Phi::
Seismic Factor=
Wind Load=
Reveal Depth=
Reveal to Botaa
WallThk."'
Rebar Size#=
Rebar Spacing=
Depth to steel=
Rebar@ Reveal!:!
d@Reveal=
Steel @ ea. faceaa
DESIGN SUMMARY:
.......... ···:, ',, . ' ... ······ ......... ·: .
' ......... .. . .. ' .. .
'.: .. .
PRECAST CONCRETE WALL DESIGN
Considering P-Delta Effects
SEAOC "Green Book" To iterate P-Delta effects to convergence
using 1994 USC Load factors.
CHECK EXIST PANEL
PIERA
2,000 psi Min. Vert. Steel%= 0.0025 Clear Wall Ht =
40,000 psi Min. Horiz. Steel % = 0.0015 Total wall Ht=
0.90 Max Vet. Spacing"' 14.17 in Hl/Thk Ratio=
0.3 Max Horiz. Spacing = 18.00 in Eccentric Dead Load =
20.1 psf 8eta1 = 0.85 Eccentric Live Load -
0,75 in 0.6 x Rhow Balance= 0.0148 Load Eccentricity =
12 ft Shall LL be used with laterial load combination? Y"'1,N=0-->
Additional lme,osed Loads:
8.75 in Axial Unform DL= 278 plf Point Lateral Load "'
5 Axial Uniform LL;; 0 plf X-dist. to Bottom =
8 n o.c.Unform Lateral Load = 6.1 plf Seismlc=1, Wind"'2-->
4 in X-dist. to Bottom= 0 ft
8 n o.c. X-dist. to top ::; 28 ft
4 in Seismic=1, Wind=Z-->
1 (1 for single layer, 2 for double layers)
23.75
28
32.6
168
0
7.375
0
0
0
1
in#· .. ··
. in#
. .. . . . ' ' ... "'' ....
. .·%',·: .. ,.'
In
.. ~ •. fl)!,1:"" .......
: ... ·,. :.::.::-_:.:.: '.:° ::_: ·. ,:·_ :. ;~~;;_~-~ ,Atjd'I' # . ·.· ::. ·::::::::\'.i,; ((::t\\:i:\:;~{lr:r·:· .... 0:9·0.:\~Ai:~~:.~~v.~·$.:i:
LATERAL LOADINGS (U=1 .40 + i .4L + 1.4E)) for seismic load combination.
U=0,75(1.40+1.7L+1.7W) for VV'ind Load Combination.
Wall wt.= 109.4 psf Wind Load x 1.275= 25.6
Seismic Setviceaa 32.8 psf Factored Seismic"' 45.9
P.12
ft
ft
plf
plf
In
#
ft
• Mar':..16-99 03: 16P
DESCRIPTION:
PRECAST CONCRETE WALi.. DESIGN
Considering P·Delta Effects
SEAOC "Green Book" To iterate P-Delta effects to convergence
using 1994 USC Load factors.
CHECK EXIST PANEL
PIERA
SEISMIC COMB/NA TJON WIND COMB/NA r!ON
VERTICAL VERTICAL
Loading @Reveal Loading @Reveal
P axial;; 168 168 168 168 plf
P wall;;; 2,068 2,028 2055 2028 pit
PIA~ 21 22.90 21 22.90 psi
Pu-Axial;; 235 235 176 176 plf
Pu~Wall~ 2,895 2,839 2157 2129 plf
Pu-Total== 3,130 3,074 2334 2306 plf
o.o4•fc-
ANALYSIS.' SEISMIC COMB/NATION WIND COMB/NATION
At Reveal At Reveal
As(eff);:[Pu:tot + (As~Fy)J/Fy::,: 0.543 0.542 0.523 0.523
'a'"'(As·Fy+P\J)/(O.e5·rc•12) .. 1.065 1.062 1.026 1.025
'c'='a'/Seta = 1.253 1.250 1.207 1.206
F'hi= 0.$0 0.90 0.90 0.90
Mn=As(eff)+fy·(d-a/2)= 75,346 75,183 72,994 72,911
Mu .. Phi•Mn= 67,812 67,665 65,695 65,620
E=57000"(fc)"0,5= 2.5E+06 2.51:;+06 2.5E+06 2.5E+06
n=29000/Ec= 11.38 11.38 11.38 11.38
Fr=5"(fc)"0.5-223.6 223.6 223.6 223.6
Gross section modulus= 153.1 128.0 153.1 128.0
Mer (cracked Moment Cap.)= 34.240 28,622 34,240 28,622
I gross= 669.9 602.9 669.9 602.9
I cracked= 54.5 54.4 53.5 53.4
P. 13
80.00 psi
in"2/ft
in
in
in-#
in-#
PSI
psi
in"3
in-#
in"4
in{\4
-Mar~l6-99 12:0lP
PRECAST CONCRETE WALL DESIGN
Considering P-Delta Effects
SEAOC "Green Book" To iterate P-Delta effects to convergence
DESCRIPTION:
DESIGN DATA:
fc=
Fy=
Phi=
Seismic Factor=
Wind Load=
Reveal Depth=
Reveal to Bot=
WallThk.=
Rebar Size # =
Rebar Spacing=
Depth to steel=
Rebar @ Reveal=
d@Reveal=
Steel @ ea. face=
DESIGN SUMMARY:
2,000
40,000
0.90
0.3
20.1
0.75
using 1994 use Load factors.
CHECK EXIST PANEL
PIERS
psi Min. Vert. Steel % =
psi Min. Horiz. Steel % =
Max Vet. Spacing=
Max Horiz. Spacing =
psf Beta1 =
0.0025
0.0015
14.17
18.00
0.85
in 0.6 x Rhow Balance= 0.0148
Clear Wall Ht=
Total wall Ht=
in Htrrhk Ratio=
in Eccentric Dead Load =
Eccentric Live Load =
Load Eccentricity =
12 ft Shall LL be used with laterial load combination? Y=1,N=0-->
Additional lmg_osed Loads:
8.75 in
5
Axial Unform DL=
Axial Uniform LL=
8 n o.c.Unform Lateral Load=
4 in X-dist. to Bottom =
8 n o.c. X-dist. to top =
606 plf Point Lateral Load =
O plf X-dist. to Bottom =
12.8 plf Seismic=1, Wind=2··>
0 ft
28 ft
4 in Seismic=1, Wind=2--> 1
1 (1 for single layer, 2 for double layers)
23.75 ft
28 ft
32.6
168 plf
0 plf
7.375 in
0
0 #
0 ft
1
_ Winl@ Reveal . : ·.
_ 66,540 in#
21,244 in# ·
: 0.0 %-. _._
··: ,•
0.09 in
3;-1q4 .
:' :·· : ... :
:.-,•, •• -: • • ·: .: : ... ••• ·_. -: • : l i ..
•' :· • :_ !:, :_ .'.~ .,.-.;:·:· ': ·:·· .. ··-.....
, ;_: -;;~~ide.·Ad.d'f-i---'::':":;·:,_.,:::.:-' ... ;:::s·.:::.; .. : .. :'@; __ .
LATERAL LOADINGS (U=1.4D + 1.4L + 1.4E)) for seismic load combination.
U=0. 75{1.40+1. 7L +1. 7W) for Wind Load Combination.
Wall wt. -109.4 psf Wind Load x 1.275= 25.6
Seismic Service= 32.8 psf Factored Seismic= 45.9
P .14
-..Mar-,16-99 12: 02P
DESCRIPTION:
PRECAST CONCRETE WALL DESIGN
Considering P-Delta Effects
SEAOC "Green Book" To iterate P-Delta effects to convergence
using 1994 USC Load factors.
CHECK EXIST PANEL
PIERS
SEISMIC COMB/NATION WIND COMBINATION
VERTICAL VERTICAL
Loading @Reveal Loading @Reveal
P axial= 168 168 168 168 plf
P wall= 2,396 2,356 2383 2356 plf
PIA= 24 26.30 24 26.30 psi
Pu-Axial= 235 235 176 176 plf
Pu-Wall= 3,354 3,298 2502 2474 plf
Pu-Total= 3,589 3,534 2678 2650 plf
P.15
PRIME ·xia-;···w
Sl'RUC1lRAL ewe:~
ENGlNEEl<S SHT : ~
0.04*fc= 80.00 psi
ANALYSIS: SEISMIC COMB/NATION WIND COMBINATION
At Reveal At Reveal
As(eff)=[Pu:tot + (As·Fy)]/Fy = 0.555 0.553 0.532 0.531 in"2/ft
' a'=(As*Fy+Pu}/(0.85*fc*12) = 1.088 1.085 1.043 1.042 in
'c'='a'IBeta = 1.280 1.276 1.227 1.226 in
Phi= 0.90 0.90 0.90 0.90
Mn=As(eff) ''fy*( d-a/2)= 76,689 76,527 74,016 73,933 in-#
Mu= Phi*Mn= 69,020 68,874 66,614 66,540 in-#
E=57000*(fc)"0.5= 2.5E+06 2.5E+06 2.5E+06 2.5E+06 psi
n=29000/Ec= 11.38 11.38 11.38 11.38
Fr-5*(fc)"0.5= 223.6 223.6 223.6 223.6 psi
Gross section modulus= 153.1 128.0 153.1 128.0 in"3
Mer (cracked Moment Cap.)= 34,240 28,622 34,240 28,622 in-#
I gross= 669.9 602.9 669.9 602.9 in,..4
I cracked;;: 55.1 55.0 53.9 53.9 in"4
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® SAFETY STORAGE INC.
2301 Bert Drive
Hollister, California 95023
Phone: (408) 637-5955
Fax: (408) 637-7405
STRUCTURAL CALCULATIONS
SAFETY STORAGE INC'S FS SERIES BUILDINGS
For
ISIS Pharmaceuticals
Carlsbad, CA
February 25, 1999
~ ~ -..J
....
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® sAFETY STORAGE INC.
2301 Bert Drive
Hollister, CA 95023
Phone: (408) 637-5955
Fax: (408) 637-7405
Project ____ ..;..F..:.S-=S=ER:...::l=E.:..S ___ _
Sheet 2 of 23 ---------Prepared By JJD Date 02/25/99
Checked By Date __ _
DESIGN BASIS -FS SERIES
The design calculations attached are for Safety Storage lnc.'s FS Series
Building. The fire walls of the FS Series Building consist of multiple layers ·
of Fire Resistance Gypsum Wall Board.
The design calculations enclosed cover the structural members used in the Model
3616FS, #11214 building.
The calculations have been prepared using, at a minimum, the loads required
by the 1994 Uniform Building Code. This calculation set may be used where the
1991 Uniform Building Code is specified.
Where a multiple number of similar members are used such as roof purlins or
wall stiffeners, the worst case member that governs the design is checked.
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® SAFETY STORAGE INC.
2301 Bert Drive
Hollister, CA 95023
Phone: (408) 637-5955
Fax: (408) 637-7405
Project -----'-'FS::...S=E=R=IE=S::,_ __ _
Sheet --=3 ____ ~of_--=23~-
Prepared By JJD Date 02/25/99
Checked By Date __ _
INDEX
DESCRIPTION
Cover Page
Design Basis
Index
Design Loads, Load Combinations, Materials
Dimension Overview
Tare Weight
Wind Load
Seismic Load
Overturning
Fillet Weld Capacity
Roof Diaphragm
Shear Wall
Roof Plate
Roof Purlin
Roof Purlin@ HVAC
Door Lintel
Wall Plate
Wall Stiffener
Floor Support
Floor plate -Sump floor
Appendix "A" (Section Properties)
SHEET NO.
1
2
3
4
5
6
7
8
9
10
11
12
13
14.
14A
15
16
17
18
19
20-23
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® sAFETY STORAGE INC.
2301 Bert Drive
Hollister, CA 95023
Phone: (408) 637-5955
Fax: (408) 637-7405
Project -----=-F~S-=S=E.:..:.R=IE=S ___ _
Sheet __ 4.:,._ ___ _:of 23
Prepared By JJD Date 02/25/99
Checked By Date __ _
DESIGN CODE: 1994 Uniform Building Code
Design Loads:
Roof Live
Roof Top Platform
Roof Top Equipment
Roof Snow
20 psf
4250#
2000#
40 psf
Floor Live 1000 psf (Fiberglass Grating)
Wind Load
Seismic Zone
110 mph, Exposure "C"
Zone4
Load Abbreviations
DL = Dead Load
LL = Live Load
SL = Snow Load
WL = Wind Load
EQ = Seismic Load
Load Combinations:
1.
2.
3.
4.
5.
DL + LL (Floor) + LL (Roof) or SL (Roof)
DL + LL (Floor) + WL or EQ
DL + LL (Floor) + WL + SU2
DL + LL (Floor) + SL + WU2
DL + LL (Floor) + SL + EQ
Materials:
Cold Formed Steel
Hot Rolled Steel
Tube Steel
ASTMA-569
ASTM A-36
ASTM A-500 "B"
Fy = 38.0 ksi
Fy = 36.0 ksi
Fy = 46.0 ksi
1" Duradek T-3500 Fire Retardant Resin Fiberglass Floor Grating or
1" 1KG Borden Type W/B Series 3 Steel Grating
Fire Resistance Gypsum Wall Board
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® sAFETY STORAGE INC.
2301 Bert Drive
Hollister, CA 95023
Phone: (408) 637-5955
Fax: (408) 637-7405
Project ______ FS ____ S=E=-R=IE=S ___ _
Sheet 5 of 23 ------------' Prepared By JJD Date 02/25/99
Checked By Date __ _
DIMENSIONAL OVERVIEW (Model 3616FS, #11214 Shown)
L = 426.75" = 35.56'
ID = 409.00" = 34.08'
PLAN VIEW
SIDE ELEVATION
~·~ : J
W= 185.25"
= 15.44'
END ELEVATION
I\
Ave ID
= 132.00"
= 11.00'
ID= 168.00" = 14.00'
I\
I/
H = 144.00"
. = 12.00'
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f.i!!} SAFETY STORAGE INC.
2301 Bert Drive
Hollister, CA 95023
Phone: (408) 637-5955
Fax: (408) 637-7405
Project _____ F.....,S"-S=E=R..:.al=ES;:;_ __ _
Sheet _ _____,;6....._ ___ ~of 23
Prepared By JJD Date 02/25/99
Checked By Date __ _
TARE WEIGHT -Bui.lding Dead Load (Model 5214FS)
Roof
12 GA. Plate (Top)
Roof Purlins @ 24" o.c.
2-1/4" Gyp. Board (1"+2x5/8")
24 GA Plate (Bottom)
Misc.
Total
Floor
Steel Grating
Grating Support
12 GA Floor Plate
C4x5.4 Support Channel
Misc.
Total
Walls
12 GA Plate (Outside)
Wall Stiffener
2-1/4" Gypsum Board
Wall Stud
24 GA Plate (Inside)
Misc.
Total
4.3 psf
4.0 psf
9.0 psf
1.0 psf
3.9 psf
22.2 psf
5.2 psf
8.8 psf
4.3 psf
2.7 psf
2.0 psf
23.0 psf
4.3 psf
2.3 psf
9.0 psf
0.8 psf
1.0 psf
2.0 psf
19.4 psf
Roof
Area
DL
Floor
= (185.25" X 426.75") / 144 = 549.00 sq ft
= 22.2 psf x 549. 00 sq ft = 12, 188 lbs
Area = (185.25" x 426.75") / 144 = 549.00 sq ft
DL = 23.0 psfx 549.00 sq ft= 12,627 lbs
Side Wall
Area = 2 x (185.25" x 144.00") / 144 = 370.50 sq ft
DL = 19.4 psf x 370.50 sq ft= 7,188 lbs
Front & Rear Wall
Area = 2 x (426.75" x 144.00") / 144 = 853.50 sq ft
DL = 19.4 psf x 853.50 sq ft= 16,558 lb~
Building Dead Load= 12,188 lbs+ 12,627 lbs + 7,188 lbs+ 16,558 lbs= 48,560 lbs (Tare Weight)
Bid DL + Platform, Roof Top Unit & Accessories (10,000#) = 48,560 lbs+ 10,000 lbs= 58,560 lbs
Uniform Distributed Load (DL + Platform, Etc.)= 58,560 lbs/ ((185.25" x 426.75") / 144) = 107 psf
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® sAFETY STORAGE INC.
2301 Bert Drive
Hollister, CA 95023
Phone: (408) 637-5955
Fax: (408) 637-7405
Project _______ F..;;;;.S...a:S=E:.:..;R=IE=S'------
Sheet --~7 ____ ~of 23
Prepared By JJD Date 02125199
Checked By Date __ _
WIND LOAD -Based on 110 mph Exposure C
Ce = 1.06
q5 = 31.0 psf
lw = 1.15
(Table No. 16-G, Exposure C)
(Table 16-F, Wind Speed 110 mph)
(Table 16-K, 2. Hazardous Facilities)
P = Ce Cq qs lw
= 1.06 X Cq X 31.0 psf X 1.15
= 37.79 Cq
Primary Frames and Systems
Cq = 0.8 (Method I, Windward Wall, Inward)
= 0.5 (Method I, Leeward Wall, Outward)
= 0.7 (Method I, Roof-Slope< 2:12, Outward)
P = 37. 79 X 0.8 = 30.23 psf
P = 37.79 X 0.5 = 18.89 psf
P = 49.13 psf
P = 37.79 X 0.7 = 26.45 psf
(Windward Wall, Pressure)
(Leeward Wall, Suction)
(Total Horizontal Wind Load)
(Roof Uplift)
Total Horizontal Wind Load V = 49.13 psfx (426.75" x 144.00" / 144) / 1000 = 20.96 kips
Elements and Components
Cq = 1.2 (Wall Elements, Inward & Outward)
= 1.3 (Roof Elements -Slope < 58.3%, Outward)
P = 37.79 X 1.2 = 45.35 psf
P = 37.79 X 1.2 = 45.35 psf
P = 37.79 X 1.3 = 49.13 psf
(Windward Wall, Pressure)
(Leeward Wall, Suction)
(Roof Uplift)
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® SAFETY STORAGE INC.
2301 Bert Drive
Hollister, CA 95023
Phone: (408) 637-5955
Fax: (408) 637-7405
Project _______ F ____ S __ S=ER=l=ES=------
Sheet __ 8~ ___ ....;:of 23
Prepared By JJD Date 02/25/99
Checked By -Oate __ _
SEISMIC LOAD -Based on Seismic Zone 4
C
z
I
Rw
V
w
DL
Ace
RSL
FLL
DL
Ace
RSL
FLL
w
= 2.75 {Section 1628.2.1)
= 0.40 {Table 16-1, Seismic Zone 4)
= 1.25 (Table 16-K, 2. Hazardous Facilities)
= 6.00 (Table 16-N, 1.1.b)
= (ZIC/ Rw) x W
= (0.40 X 1.25 X 2.75 / 6.0) X W
= 0.23W
= DL + Ace + RSL + FLL
= Dead Load Building
= Dead Load Accessories (Platform, Etc.)
= Roof Snow Load if Roof Snow Load > 30 psf.
= 25% of Floor Live Load of 1000 psf
=48.56 kips
= 10.00 kips
= 40 psf x (185.25" x 426.75" / 144) / 1000 = 5.49 kips
= 0.25 x 1000 psfx (185.25" x426.75" / 144) I 1000 = 137.25 kips
= 48.56 + 10.00 + 5.49 + 137.25 = 201.30 kips
Seismic Horizontal Load V = 0.23 x 201.30 k = 46.13 kips
SEISMIC LOAD = 46.13 kips > WIND LOAD = 20.96 kips
SEISMIC LOAD GOVERNS HORIZONTAL SHEAR DESIGN
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® SAFETY STORAGE INC ..
2301 Bert Drive
Hollister, CA 95023
Phone: (408) 637-5955
Fax: (408) 637-7405
OVERTURNING DUE TO WIND
Project _____ F_S_S_E-R=IE ___ S ___ _
Sheet __ 9=--------'of 23
Prepared By JJD Date 02/25/99
Checked By Date __ _
tt t t t tt
> ! DL
W1
f 173.62"
T (CL to CL
Anchor Bolts)
W1 = 49.13 psfx426.75" / 12 = 1747 plf
W2 = 26.45 psf X 426.75" / 12 = 941 plf
CL to CL Anchor Bolts = 173.62"
W (Building Width) = 185.25"
L (Building Length) = 426.75"
H (Building Height) = 144.00"
= 14.47'
= 15.44'
= 35.56'
= 12.00'
144.00"
0
~
P1 = (1747 plf X 144.00" / 12) / 1000 = 20.96 kips
P2 = (941 plf X 185.25" / 12) / 1000 = 14.52 kips
(Overturning Moment) MoT = (P1 xH/2) + (P2 x W/2)
= (20.96 kips x 12.00'/2) + (14.52 kips x 15.44'/2) = 237.9 kip-ft
(Resistance Moment) MR = (DLx CU2)
= 48.56 kips X 14.47'/2 = 351.3 kip-ft
(Safety Factor) SF = MR/M0T= 351.3 kip-ft/237.9 kip-ft= 1.48
(UBC 94 Sect 1619.1) MoT <= 2/3x MR ====> Therefore, SF (Required) = 1.5
Solve for Tension: MoT = 2/3x (MR + TxCL)
237.9 kip-ft= 2/3 (351.3 kip-ft + Tx14.47')
(Tension Force) T = 0.38 kips
For Sliding, use µ = 0.3 , Net Resistance= µ (Dead Load -Uplift) = 0.3 (48.56 k-14.52 k} = 10.21 kips
Seismic Force = 46.13 kips > 10.21 kips
Shear Force= 46.13 kips -10.21 kips= 35.92 kips
PROVIDE TIE DOWN AT EACH CORNER ( 4 Total)
EACH TIE DOWN SHALL BE ABLE TO TAKE T/2 = 0.19 kips TENSION FORCE
AND V/4 = 35.92 kips/ 4 = 8.98 kips SHEAR FORCE
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® sAFETY STORAGE INC.
2301 Bert Drive
Hollister, CA 95023
Phone: (408) 637-5955
Fax: (408) 637-7405
Project ____ ___,_FS~S=ER~l=E=S ___ _
Sheet 1 o of 23
Prepared By __ __,:;JJ=-=D::_......:Date 02/25/99
Checked By Date __ _
FILLET WELD CAPACITY
(Ultimate Strength) Fu = 70 ksi (assumes E70xx electrodes)
{Yield Strength) Fy = 36 ksi (minimum yield of base materials)
{weld width) y = 0.125 in
( effective throat) ta = 0.707 x y = 0.707 x 0.125 in= 0.0884 in
(allowable weld shear) fv = 0.3 X Fu= 0.3 X 70 ksi = 21 ksi
(weld shear flow) V = fv X ta= 21 ksi X 0.0884 in X 1000 = 1856 pli
(allowable base shear) fv = 0.4 x Fy = 0.4 x 36 ksi = 14.4 ksi
(base shear flow) V = fv X y = 14.4 ksi X 0.125 in X 1000 = 1800 pli
ALLOWABLE WELD STRENGTH= v = 1800 PLI = 21.6 KIP/FT
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® sAFETY STORAGE INC.
2301 Bert Drive
Hollister, CA 95023
Phone: (408) 637-5955
Fax: (408) 637-7405
Project FS Series
Sheet 10A of 23
Prepared By JJD Date 02/25/99
Checked By _____ Date __ _
ALLOWABLE SHEAR STRESS
(Roof Diaphragm and Shear Wall)
Manual of Steel Construction
Allowable Stress Design
Ninth Edition AISC
Part 5 Specifications and Codes
Chapter F Section F4, p. 5-49
Roof Diaphragm (TS 3.5 x 3.5 x .180 Roof Purlins at 24" o.c.)
Fy = 38 ksi
t,, = 0.1046" = thickness of web (12 gage)
a = 177.25" = clear dist between transverse stiffeners
(inside building dimension width)
h = 20.5" = clear dist between flanges (24" -3.5" = 20.5")
h/t,, = 20.5" I 0.1046" = 196.0
h/t,, > 380 / (Fy) 112 = 380 / (38) 112 = 61.6 thus,
Fv = (Fy x Cv) / (2.89) <= 0.40 Fy
Cv = {45,000 X kv) / (Fy X (h/t,,)2) (when Cv is less than 0.8)
kv = 5.34 + (4.00 / (a/h)2 ) (when a/his more than 1.0)
a/h = 177.25" / 20.5 = 8.65 > 1.0
kv = 5.34 + (4.00 / (8.65)2 ) = 5.39
Cv = (45,000 x 5.39) I (38 x (196.0)2) = 0.166 < 0.8 thus,
Fv = (38 X 0.166) / (2.89) = 2.19 ksi
Allowable Shear Stress in Roof Panel Diaphragm:
Fv = 2.19 ksi
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® SAFETY STORAGE INC.
2301 Bert Drive
Hollister, CA 95023
Phone: (408) 637-5955
Fax: (408) 637-7405
Project FS Series
Sheet 1 OB of 23
Prepared By JJD Date 02125199
Checked By ------=Date __ _
ALLOWABLE SHEAR STRESS (Cont.)
(Roof Diaphragm and Shear Wall)
Shear Wall (Wall Stiffeners 32" o.c.)
Fy = 38 ksi
t_., = 0.1046" = thickness of web (12 gage)
a = 140.0" = clear dist between transverse stiffeners
(building height minus sub-framing)
h = 26.5" = clear dist between flanges (32" -5.5" = 26.5")
hit_., = 26.5" I 0.1046" = 253.3
hit_., > 380 I (F y) 112 = 380 I (38) 112 = 61.6 thus,
Fv = (Fy x Cv) I (2.89) <= 0.40 Fy
Cv = {45,000 X kv) I (Fy X {hlt_.,)2) (when Cv is less than 0.8)
kv = 5.34 + (4.00 I (alh)2 ) (when alh is more than 1.0)
alh = 140.0126.5 = 5.28 > 1.0
kv = 5.34 + (4.00 I (5.28)2 ) = 5.48
Cv = (45,000 x 5.48) I (38 x (253.3}2) = 0.101 < 0.8 thus,
Fv = (38 X 0.101) I (2.89) = 1.33 ksi
Allowable Shear Stress in Shear Wall Panel Diaphragm:
fv = 1.33 ksi
.,.,--~,
\' W/J
~.,"-&SAFETY STORAGE INC.
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, 2301 Bert Drive
Hollister, CA 95023
Phone: (408) 637-5955
Fax: (408) 637-7405
ROOF DIAPHRAGM
Project FS Series
Sheet 11 of 23
Prepared By JJD Date 02/25/99
Checked By ------'Date __ _
L = 426. 75" = 35.56'
I~ ,-
V l
t t t
(Building Height) H
(Wind Load on Diaphragm) W
(Roof Diaphragm Shear Force) V
(Shear/ Foot)
(Shear Stress in 12 GA)
(Allowable Shear Stress)
V
t
w
~I ~,
,,
lv
W = 185.25"= 15.44'
\II
t t t
= 144.00" = 12.00'
= (49.13 psf X 12.00') / 2 = 295 plf
= (295 plf X 35.56') / 2000 = 5.24 kips
= (5.24 kips/ 15.44') X 1000 = 340 plf
= (340 plf) / (0.1046" x 12") = 271 psi = 0.271 ksi
= 2.19 ksi (per AISC ASD, 9th Ed., Section F4 -_See p. 1 0A)
SHEAR STRESS, fv = 0.27 ksi < ALLOWABLE SHEAR, Fv = 2.19 ksi
12 GA. ROOF PANELS SHALL BE CONNECTED TO EACH OTHER WITH CONTINUOUS
1/8" FILLET WELDS AND TO ROOF PURLINS WITH 2" LONG 1/8" FILLET WELDS@ 12"
O.C. EXTERIOR EDGES OF PLATE SHALL BE WELDED TO ADJOINING MEMBERS WITH
2" LONG 1/8" FILLET WELDS@ 12" O.C.
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SAFETY STORAGE INC.
Project FS Series
Sheet 12 of 23
Prepared By JJD Date 02/25/99
Checked By -----=Date __ _
SHEAR WALL
V <
H = 144.00" = 12.00'
w
< V j
W = 185.25"= 15.44'
(Building Length) L
(Wind Load on Diaphragm) W
(Side Wall Diaphragm Shear F) V
(Shear per Foot)
(Shear Stress in 12 GA)
(Allowable Shear Stress)
V
= 426.75 = 35.56'
= (49.13 psf X 35.56') / 2 = 87 4 p(f
= (874 p(f X 12.00') / 2000 = 5.24 kips
= (V / L) = (5.24 kips/ 15.44') x 1000 = 340 plf
= (340 plf) / (0.1046" x 12") = 271 psi= 0.271 ksi
= 1.33 ksi (per AISC ASD, 9th Ed., Section F4 -See p. 1 OB)
SHEAR STRESS, fv = 0.27 ksi < ALLOWABLE SHEAR, Fv = 1.33 ksi
12 GA. WALL PANELS SHALL BE CONNECTED TO EACH OTHER AND TO STIFFENERS
WITH 2" LONG 1/8" FILLET WELDS@ 12" O.C. BOTTOM OF STIFFENERS SHALL BE
WELDED TO WALL PANEL WITH 1/8" FILLET WELD 7" LONG FROM BOTTOM OF SUMP,
BOTH SIDES OF STIFFENER. EXTERIOR EDGES OF PLATE SHALL BE WELDED TO
ADJOINING MEMBERS WITH 2" LONG 1/8" FILLET WELDS@ 12" O.C.
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® SAFETY STORAGE INC.
2301 Bert Drive
Hollister, CA 95023
Phone: (408) 637-5955
Fax: (408) 637-7405
Project ____ _,_F-==S'-'S=E:.:..R=IE=S~---
Sheet 13 of 23
Prepared By __ _,J=JD=---_Date 02/25/99
Checked By Date __ _
ROOF PLATE MATERIAL-12 GAGE
(Dead Load)
(Roof Snow Load)
(Total Load)
(Span Length)
(Unbraced Length)
(Uniform Load)
(Bending Moment)
(Elastic Section Mod)
(Bending Stress)
(Allowable Bending)
DL
SL
TL
L
Lu
w
Mx
Sx
fbx
Fbx
= 4.3 psf
= 40.0 psf
= 44.3 psf
= 24" (Roof Purlins @24" o.c.)
= 24" -3.5" = 20.5"
= 44.3 psf x 12.0" x (ft/12 in)2 = 3.69 pli
= 1/8x ( WLu2) = 1/8 x ( 3.69 pli x (20.5 in)2) = 193.9 in-lb (per 12" width)
= 1/6 X (12" X (0.1046'')2) = 0.0219 in3
= Mx / Sx = (193.9 in-lb/ ·0.0219 in3 ) / 1000 = 8.85 ksi
= 0.75 Fy = 0.75 x 38 ksi = 28.5 ksi
BENDING STRESS, fbx = 8.85 ksi < ALLOWABLE BENDING, Fbx = 28.5 ksi
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® SAFETY STORAGE INC.
2301 Bert Drive
Hollister, CA 95023
Phone: (408) 637-5955
Fax: (408) 637-7405
Project ______ F=S-=S=ER:...:.:l=ES=------
Sheet 14 of 23
Prepared By __ ....;::J=JD==--_.Date 02/25/99
Checked By Date __ _
ROOF PURLIN TS 3-1/2 x 3-1/2 x .180 @ 24" o.c.
(Area= 2.31 in2, Sx = 2.38 in3, Ix= 4.16 in4)
(Dead Load) DL = 22.2 psf
(Roof Snow Load) SL = 40.0 psf
(Total Load) TL = 62.2 psf
(Span Length) L = 168"
(Uniform Load) w = 62.2 psf x 24" x (ft/12 in)2 = 10.37 pli
(Bending Moment) Mx = 1/8 x ( WL2) = 1/8 x ( 10.37 pli x (168 in)2) = 36,574 in-lbs
(Bending Stress) fbx = Mx / Sx = ((36,57 4 in-lbs)/ 2.38 in3 ) / 1000 = 15.4 ksi
(Allowable Bending) Fbx = 0.60 Fy = 0.60 x 46 ksi = 27.6 ksi
BENDING STRESS, fbx = 15.4 ksi < ALLOWABLE BENDING, Fbx = 27.6 ksi
(Allowable Deflection) .6.anow = L / 240 = 168 in/ 240 = 0.70 in
(Deflection) .6.max = (5 X W XL 4) / 384 XE X Ix
= (5 x 10.37 pli x (168 in)4) / (384 x (29 x 106 psi) x 4.16 in4) = 0.89 in
DEFLECTION, ~max= 0.89 in > ALLOWABLE DEFLECTION, ~allow= 0.70
(Deflection ok -will not interfere with serviceability of building)
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® SAFETY STORAGE INC.
2301 Bert Drive
Hollister, CA 95023
Phone: (408) 637-5955
Fax: (408) 637-7405
Project ____ ,_:...;FS=-=SE=R..a:.l=ES;::;__ __ _
Sheet 14A of 23
Prepared By ___ J_JD __ Date 02125199
Checked By Date __ _
DOUBLE ROOF PURLIN (2) TS 3-1/2 x 3-1/2 x .180@ HVAC Opening
1000# point load at mid span.
(Area= 4.61 in2, Sx = 4.75 in3, Ix= 8.32 in4)
(Dead Load) DL
(Roof Snow Load) SL
(Total Load) TL
(Point Load) p
(Span Length) L
(Uniform Load) w
(Bending Moment) Mx
(Uniform Load)
(Bending Moment) Mx
(Point Load@ midspan)
(Total Moment) Mt
(Bending Stress) fbx
(Allowable Bending) Fbx
= 22.2 psf
= 40.0 psf
= 62.2 psf
= 1000#
= 168"
= 62.2 psf x 24" x (ft/12 in)2 = 10.37 pli
= 1/8 x ( WL2) = 1/8 x ( 10.37 pli x (168 in)2) = 36,574 in-lbs
= 1/4 x ( PL) = 1/4 x (1000 # x (168 in)) = 42,000 in-lbs
= 78,574 in-lbs
= Mt/ Sx = ((78,574 in-lbs) I 4.75 in3 ) / 1000 = 16.5 ksi
= 0.60 Fy = 0.60 x 46 ksi = 27.6 ksi
BENDING STRESS, fbx = 16.5 ksi < ALLOWABLE BENDING, Fbx = 27.6 ksi
(Allowable Deflection) Aanow = L / 240 = 168 in/ 240 = 0.70 in
(Uniform Load Deft) Amax = (5 X W X L 4) / 384 X E X Ix
= (5 x 10.37 pli x (168 in)4) / (384 x (29 x 106 psi) x 8.32 in4) = 0.45 in
(Point Load Deft) Amax = (P x L3} / 48 x Ex Ix
= (1000# x (168 in)3) / (48 x (29 x 106 psi) x 8.32 in4) = 0.41 in
(Total Deft) Amax = 0.45 + 0.41 = 0.86 in
DEFLECTION, ~max= 0.86 in < ALLOWABLE DEFLECTION, ~auow = 0.70
(Deflection ok -will not interfere with serviceability of building)
-._,h-----
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® SAFETY STORAGE INC.
2301 Bert Drive
Hollister, CA 95023
Phone: (408) 637-5955
Fax: (408) 637-7405
DOOR LINTEL
Project ____ ...a,F...a;;S_,;;:S=E"'-'R=IE=S ___ _
Sheet 15 of 23
Prepared By __ ....;:J=JDa::;....___,Date 02125199
Checked By -Date __ _
(Area= 2.06 in2, Sx = 3.10 in3, Ix= 10.75 in4)
(Dead Load) DL = 22.2 psf
(Roof Snow Load) SL = 40.0 psf
(Total Load) TL = 62.2 psf
(Unbraced Length) Lu = 120
(Uniform Load) w = 62.2 psf x (185.25 in/ 2) x (ft/12 in)2 = 40.01 pli
(Bending Moment) Mx = 1/8 x ( WL/) = 1/8 x (40.01 pli x (120in)2) = 72,016 in-lb
(Bending Stress) fbx = MxlSx = 72,016in-lb/ 3.10in3 /1000=23.2ksi
(Allowable Bending) Fbx = 0.60 Fy = 0.60 x 38 ksi = 22.8 ksi
BENDING STRESS, fbx = 23.2 ksi
ALLOWABLE BENDING, Fbx = 22.8 ksi
Bending Stress/ Allowable Stress< 1.03 OKAY
(Allowable Deflection) Liauow = L / 240 = 120 in/ 240 = 0.50 in
(Deflection) Limax = (5 X w XL 4) / 384 XE X Ix
= (5 x 40.01 pli x (120 in)4) / (384 x (29 x 106 psi) x 10.75 in4) = 0.35 in
DEFLECTION, Amax = 0.35 in < ALLOWABLE DEFLECTION, L'ia11ow = 0.50 in OKAY
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fig;} SAFETY STORAGE INC.
2301 Bert Drive
Hollister, CA 95023
Phone: (408) 637-5955
Fax: (408) 637-7405
Project ____ ...,_F=S~S=E.:...,.Rl=E=S ___ _
Sheet 16 of 23
Prepared By __ ....::J=JD=-----'Date 02125199
Checked By Date __ _
WALL PLATE MATERIAL -12 GAGE
(Wind Load) WL = 45.35 psf
(Span Length) L = 32. 0" (Wall Stiffener@2'-8" o.c.)
(Unbraced Length) Lu = 32" -5" = 27"
(Uniform Load) w = 45.35 psf x 12.0" x (ft/12 in)2 = 3.78 pli (per 12" width)
(Bending Moment) Mx = 1/8 X ( WL/) = 1/8 X ( 3.78 pli X (27')2) = 345 in-lb
(Elastic Section Mod) Sx = 1/6 X (12" X (0.1046")2) = 0.0219 in3
(Bending Stress) fbx = Mx / Sx = ( 345 in-lb/ 0.0219 in3 ) / 1000 = 15.8 ksi
(Allowable Bending) Fbx = 0.75 Fy = 0.75 x 38 ksi = 28.5 ksi
BENDING STRESS, fbx = 15.8 ksi < ALLOWABLE BENDING, Fbx = 28.5 ksi, OKAY
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® SAFETY STORAGE INC.
2301 Bert Drive
Hollister, CA 95023
Phone: (408) 637-5955
Fax: (408) 637-7405
WALL STIFFENER
Project _____ F:....:S=--S=E=R....,,l=ES=------
Sheet 17 of 23
Prepared By _______ JJ ____ D ___ .Date 02/25/99
Checked By Date ---
(Area = 1.46 in2, Sx = 0.95 in3, Ix= 1.36 in4, rx = 0.97 in)
(Span Length)
(Axial Load}
(Wind Load)
(l)niform Load}
(Bending Moment}
(Axial Stress)
(Bending Stress)
(Effective Length)
(Column Slenderness)
L
p
WL
w
Mx
fa
fbx
Kl/rx
= 140.0"
= 80.5 psf x (185.25"/2) x (32") x (ft/12 in)2 ·= 1657 lb
= 45.35 psf
= 45.35 psf x 32" x (ft/12 in)2 = 10.08 pli
= 1/12 x ( WL2) = 1/12 x (10.08 pli x (140.0 in)2) = 16,460 in-lb
= P/A=1657Ib/1.46in2 = 1135psi
= Mx / Sx = 16,460 in-lb/ 0.95 in3 / 1000 = 17.3 ksi
= (0.65 X 140.0") I 0.97" = 93.8
Cc = (2n2E / Fy)112 = {(2n2 x 29,000 ksi) / (38 ksi)} 112 = 122.7
Since Kl/rx = 93.8 < Cc = 122. 7
(Allowable Axial) Fa
(Allowable Bending} Fbx = 0.60 Fy = 0.60 x 38 ksi = 22.8 ksi
(Combine Bending & Axial)
(ftJ (FJ0.75) + (fbx / (Fb/0.75) = (1.14/(14.2/0.75) + (17.3/(22.8/0.75) = 0.63 << 1.0
COMBINED BENDING AND AXIAL STRESS = 0.63 << 1.0 , OKAY ·
(Allowable Deflection} Lianow = L/ 180 = 140.0 in/ 180 = 0.78 in
(Deflection) Limax = (W x L 4) I 384 x E x Ix = (10.08 pli x (140.0 in}4) / (384 x (29 x 106 psi} x 1.36 in4} = 0.26 in
DEFLECTION, .dmax = 0.26 in= ALLOWABLE DEFLECTION, .danow = 0.78 in OKAY
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@SAFETY STORAGE INC.
2301 Bert Drive
Hollister, CA 95023
Phone: (408) 637-5955
Fax: (408) 637-7405
FLOOR SUPPORT
(Maximum Spacing = 32")
Project ----~F---S ___ S ___ E ..... Rl=ES~---
Sheet 18 of 23
Prepared By __ ....:::J=JD"'--_Date 02/25/99
Checked By Date __ _
(Area= 1.89 in2, Sx = 3.61 in3, Ix= 7.67 in4)
(Dead Load) DL = 14.0 psf
(Live Load) LL = 1000 psf
(Total Load) TL = 1014 psf
(Unbraced Length) Lu = 24"
(Uniform Load) w = 1014 psfx (32") x (ft/12 in)2 = 225.3 pli
(Bending Moment) Mx = 1/8 x ( WL/) = 1/8 x (225.3 pli x (24 in)2) = 16224 in-lb
(Bending Stress) fbx = Mx / Sx = 16224 in-lb/ 3.61 in3 / 1000 = 4.5 ksi
(Allowable Bending) Fbx = 0.60 Fy = 0.60 x 38 ksi = 22.8 ksi
BENDING STRESS, fbx = 4.5 ksi < ALLOWABLE BENDING, Fbx = 22.8 ksi, ·OKAY
(Allowable Deflection) Llanow = L / 360 = 24 in/ 360 = 0.07 in
(Deflection) Llmax = (5 X W X L 4) / (384 X E X Ix )
= (5 x 225.3 pli x (24 in)4) / (384 x (29 x 106 psi) x 7.67 in4) = .004 in
DEFLECTION, .6.max = .004 in< ALLOWABLE DEFLECTION, .6.anow = 0.07 in, OKAY
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,,,--------------------------------------
i@sAFETY STORAGE INC.
~
1
2301 Bert Drive
Hollister, CA 95023
Phone: (408) 637-5955
,,.ax: (408) 637-7405
Project ____ _,_F...,:S:...=S=E::..:R=IE=S ___ _
Sheet 19 of 23
Prepared By ---=J~JD __ Date 02/25/99
Checked By Date __ _
FLOOR PLATE -SUMP FLOOR MATERIAL -12 GAGE
Max Depth of Sump= 7.0"
(Live Load) LL
(Span Length) L
(Uniform Load) w
(Bending Moment) Mx
(Elastic Section Mod) sx
(Bending Stress) fbx
(Allowable Bending) Fbx
= 120 pcf x 7" x (ft/12in)3 = 0.486 psi
= 24"
= 0.486 psi x (12.0") = 5.83 pli (per 12" width)
= 1/8 x ( WL/) = 1/8 x (5.83 pli x (24 in)2) = 420 in-lb
= 1/6 X (12" X (0.1046")2) = 0.0219 in3
= Mx/ Sx = 420 in-lb/ 0.0219 in3 / 1000 = 19.18 ksi
= 0.75 Fy = 0.75 x 38 ksi = 28.5 ksi
BENDING STRESS, fbx = 19.18 ksi < ALLOWABLE BENDING, Fbx = 28.5 ksi, OKAY
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® sAFETY STORAGE INC.
2301 Bert Drive
Hollister, CA 95023
Phone: (408) 637-5955
Fax: (408) 637-7405
Project ____ .:,...;FS=-S=E::;..R=IE=S'-------
Sheet 20 of 23
Prepared By ---"J=JD:,.__.Date 02/25/99
Checked By Date __ _
APPENDIX "A" -SECTION PROPERTIES
ROOF PURLIN
y
3.50 I/ + I/ C.G. I/
I/
'( / / /
I
.
/ /'\
/
/
I/
I/
,
/ / ,1/
3.50
(Material Thickness) t = 0.180"
(Center Gravity) Xc.G. = 1. 75"
Y C.G. = 1.75"
(Steel Area) A = 2.31 in2
(Moment Inertia) Ix = 4.16 in2
X
--
ly = 4.16 in2
(Elastic Modulus) Sx = 4.16 in2 / 1.75 in = 2.38 in2
Sv = 4.16 in2 / 1.75 in = 2.38 in2
0.180
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® SAFETY STORAGE INC.
2301 Bert Drive
Hollister, CA 95023
Phone: (408) 637-5955
Fax: (408) 637-7405
Project ____ ~FS-S_E-R-IE~S ___ _
Sheet 20A of 23
Prepared By ---"J"""'JD"'--__ Date 02/25/99
Checked By Date __ _
APPENDIX "A" -SECTION PROPERTIES
DOUBLE ROOF PURLIN
y
1(' / / / / / ?\ /,/ / / / / / / ~
/
// /
/ V
v /
3.50 v / V V X -7' ..--V
/ C.G. v
/ // / 0.180 / ---
/ v
'<-. / / / / / / /. ' / / / / / /
i-.a-3.50~
(Material Thickness) t = 0.120"
(Center Gravity) Xc.G. = 3.50"
y C.G. = 1.75"
(Steel Area) A = 4.61 in2
(Moment Inertia) Ix = 8.32 in2
ly = 22.45 in2
(Elastic Modulus) Sx = 4.75 in2
Sv = 6.41 in2
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® sAFETY STORAGE INC.
2301 Bert Drive
Hollister, CA 95023
Phone: (408) 637-5955
Fax: (408) 637-7405
Project ____ _,_F-=S-=S=E~Rl=E.:..S ___ _
Sheet 21 of 23
Prepared By _____ J=JD;;;;....__.Date 02/25/99
Checked By Date __ _
APPENDIX "A" -SECTION PROPERTIES (Continued)
WALL STIFFENER
-----5.49" -----<-'
1.25" 1.25"
i----i---2.99" ---i-----..-i
y
t= 12GA=0.1046''~ "--, it--v_. --i--++--_f&_ X
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(Material Thickness)
(CE?nter Gravity)
(Steel Area)
(Moment Inertia)
(Radius of Gyration)
(Elastic Modulus)
~5--1 I 1.50" I ,.50" I ... . . .. .. .
t
Xc.G.
y C.G.
y C.G.
A
Ix
ly
rx
ry
Sx
Sx
Sy
= 12 gage= 0.1046"
= 4.25" (from bottom left)
= 1.44" (Top)
= 0.96" (Bottom)
= 1.46 in2
= 1.36in4
= 7.86 in4
= (Ix/ A)112 = (1.36 in4 / 1.46 in2) = 0.97 in = (ly I A)112 = (7.86 in4 / 1.46 in2) = 2.32 in
= 1.36in4 / 1.44in = 0.95in3 (Top)
= 1.36 in4 / 0.96 in = 1.41 in3 (Bottom)
= 7.86 in4 / 4.25 in = 1.85 in3
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® sAFETY STORAGE INC.
2301 Bert Drive Project
Hollister, CA 95023 Sheet 22
Phone: (408) 637-5955 Prepared By
Fax: (408) 637-7405 Checked By
APPENDIX "A" -SECTION PROPERTIES (Continued)
DOOR LINTEL
y
£
ro,2s
u t
o,75J -1--t=lO GA.
6,75
C.G. + X
0.91--
3.47
t=12 GA.-I--
'--1.63 -
IV
l=-1.73 -
(Material Thickness) t = 1 0 gage = 0.1350" ( channel)
(Material Thickness) t = 12 gage= 0.1046" (exterior wall)
(Center Gravity) Xc.G. = 0.91 in
y C.G. = 3.47 in
(Steel Area) A = 2.06 in2
(Moment Inertia) Ix = 10.75 in4
ly = 1.14 in4
(Elastic Modulus) Sx = 3.10 in3
Sy = 1.26 in3
FSSERIES
of 23
JJD Date 02/25/99
Date
r i ,,
.{@ SAFETY STORAGE INC.
Project ------'-F--"S'--S=E ..... R=IE ...... S ___ _ 2301 Bert Drive
Hollister, CA 95023 I Phone: (408) 637-5955
Fax: (408) 637-7405
Sheet 23 of 23
Prepared By --~J ..... J-D _Date 02/25/99
Checked By Date __ _
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ii
APPENDIX "A" -SECTION PROPERTIES (Continued)
FLOOR SUPPORT
'
X --------t C.G.
' 0.60·~--r 1--
5.75"
-~ t=12GA j
(Material Thickness) t = 12 gage= 0.1046"
(Center Gravity) Xc.G. = 3.60" (from bottom left)
Y c.G. = 3.63" (from bottom left)
(Steel Area) A = 1.89 in2
(Moment Inertia) Ix = 7.67 in4
ly = 13.01 in4
(Elastic Modulus) Sx (Top) = 7.67 in4 / 2.12 in
Sx (Bot.) = 7.67 in4 / 3.63 in
Sy = 13.01 in4 / 3.60 in
= 3.61 in3
= 2.11 in3
= 3.61 in3
,-----------
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ISIS PHRAMACEUTICALS: 2282 Faraday Avenue, Carlsbad CA
UNIFORM CODES ANALYSIS
· t'6CflN.ICAl~ REPORT .
NEWH:.JtH-7 RO.OM'
CODE REQUI.REIVIE~tS 8' PROVISIONS ·
24 November with 11 May 1999 Revisions
Prepared by
~Eriksen-Rattan Associates Inc.
8989 Rio San Diego Drive -Suite 200
San Diego, California 92108-2048
Telephone 619.299.6444
FAX 619.299.1229
EMAIL erai@eciti.com
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ISIS PHRAMACEUTICALS: 2282 Faraday Avenue, Carlsbad CA
UNIFORM CODES ANALYSIS
OVERVIEW
The report addresses Uniform/California Code requirements and conditions applicable to the following
tenant improvements at IPl's existing facility located at 2282 Faraday Avenue in Carlsbad, California:1
New H3/H7 Hazardous Materials Room: IPI plans to construct a new "H3/H7 Occupancy
Hazardous Materials Room" that will be located on the north side of the existing "main" building.
The new room will be a prefabricated "Safety Storage™" structure that will serve as a storage
room, mixing room and liquid transfer room. Liquids in the new "H3/H7 Occupancy Hazardous
Materials Room" will either be transferred from original vessels into process vessels in the room or
transferred directly from "original" vessels to existing use locations in "Control Area 1". Some of
the liquids may be blended/mixed together in the process vessels prior to transfer out of the room.
All liquid transfer operations will be through piped systems [use-closed system conditions] and will
involve low-pressure conditions [<15 psig.]. None of the blending/mixing or transfer operations
will involve incompatible or reactive materials or incompatible or reactive processes.
The purpose of the Code analysis is to provide IPI and their design team with information applicable to
both the design and maintenance of the hazardous materials operations that will be located in the new
"H3/H7 Hazardous Materials Room". Final design plans and completed details for the new prefabricated
"Safety Storage™" structure and IPl's process operations will be based on the information provided in this
report.
IPI operations associated with the new "H3/H7" room ~are described in Section 2.0. Code requirements
and conditions applicable to these operations are described in Section 3.0. Hazardous materials inventory
information is provided in Attachment 1.
IPI operations associated with the new "H3/H7" room are described in Section 2.0. Code requirements
and conditions applicable to these operations are described in Section 3.0. Hazardous materials inventory
information is provided in Attachment 1. Architectural, process and construction drawings will be provided
separately by others.
1The existing facility is divided into three [3] "B/S-1 Occupancy Hazardous Materials Control Areas" ["main" building] with four [4]
attached & detached "H Occupancy" structures ancl on(;) [1] "S-1 Occupancy" [Radiation Decay] detached structure. The "main"
building and all attached & detached structures are addressed as a single building involving a combination of B, F-1, H-2, H-3, H-7
& S-1 occupancy conditions. Refer to Technical Reports dated 6-30-93, 8-31-95, 3-13-97 and 8-19-97 for details on existing
conditions.
This report is the property of Eriksen-Rattan Associates Inc. and was prepared exclusively for use by Isis Pharmaceuticals Inc. for
tenant improvements at their facility located at 2282 Faraday Avenue in Carlsbad, California. Copies of this report shall be used
only for hazardous materials and occupancy classification and the associated Uniform/California Code considerations addressed in
this report for this project. This report shall not be used for the purpose of construction for this project or any other project or for
any other purpose.
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ISIS PHRAMACEUTICALS: 2282 Faraday Avenue, Carlsbad CA
UNIFORM CODES ANALYSIS
The 5-11-99 revisions to the report involve the conditions summarized below. The changes are either
related to the installation of an approved dry chemical fire extinguishing system as an alternate to fire
sprinkler system protection, or they are in response to Esgil plan review comments. The specific changes
are identified in the report as "5-11-99 Changes".
• Section 1.0: Reference to blending operations and the compatibility of materials and processes
involved was added on page 1 in response to Esgil plan review comments. These same changes
also appear on the 1st page of this summary.
• Section 2.0: The gross area for the new "H3/H7" structure was changed in response to Esgil plan
review comments, resulting in changes to Tables 2.0-A & 2.0-8.
• Section 3.0: The f?llowing changes were made in Section 3. 0:
+ Item 10 -Exhaust Ventilation System: The item was revised to include dry chemical fire
extinguishing protection as the method of fire protection for exhaust ducts having a cross-
sectional diameter >10" for ducts conveying flammable vapors. A reference was added back
to Item 12 -Fire Extinguishing System Protection for the special conditions required for
mechanical exhaust ventilation systems when dry chemical fire extinguishing system
protection is provided.
+ Item 12 -Fire Extinguishing System Protection: The item was revised to indicate that an
approved dry chemical fire extinguishing system will be provided as an alternate to fire
sprinkler system protection. Requirements for the dry chemical fire extinguishing system are
included. A reference back to Item 1 O -Exhaust Ventilation System was also added for the
special conditions required for mechanical exhaust ventilation systems when dry chemical fire
extinguishing protection is provided.
+ Item 17 -Liquid Blending & Transfer Operations: The item was revised in response to
Esgil plan review comments to address the blending/mixing operations and to indicate that
incompatible or reactive materials and reactive processes will not be involved.
+ Item 19 -Spill Control, Drainage & Containment: The item was revised to indicate that dry
chemical fire extinguishing system protection will be provided as an alternate to fire sprinkler
system protection, and that containment for 20-minute fire sprinkler system design flow need
not be included in the required containment capacity.
+ Item 21 -Emergency & Standby Power: The item was revised to delete references to fire
sprinkler system protection and to include the requirements for standby power for dry
chemical fire extinguishing systems.
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ISIS PHRAMACEUTICALS: 2282 Faraday Avenue, Carlsbad CA
UNIFORM CODES ANALYSIS
INFORMATION
Questions concerning Isis Pharmaceuticals operations should be directed through:
Isis Pharmaceuticals
Cindy Owen
Health, Safety & Environmental Manager
2292 Faraday Avenue
Carlsbad, California 92008
Telephone 760.603.2341
FAX 760.603.2600
EMAIL cowen@isisph.com
Questions concerning plans for the tenant improvements addressed in this report should be directed
through:
PACIFIC CORNERSTONE ARCHITECTS
Sean Tracy
881 0 Reh co Road -Suite C
San Diego, California 92121
Telephone 619.677.9880
FAX 619.677.9886
EMAIL sean_tracy@paccornerstone.com
Questions concerning this report should be directed to:
..6.,Eriksen-Rattan Associates Inc.
Mary Eriksen-Rattan, President
8989 Rio San Diego Drive -Suite 200
San Diego, California 92108-2048
Telephone 619.299.6444
FAX 619.299.1229
EMAIL erai@eciti.com
Discrepancies between this report and actual plan and field conditions are the sole responsibility of Isis
Pharmaceuticals.
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ISIS PHRAMACEUTICALS: 2282 Faraday Avenue, Carlsbad CA
UNIFORM CODES ANALYSIS
TECHNICAL REPORT
NEW H-3/H-7 ROOM -CODE REQUIREMENTS & PROVISIONS
TABLE OF CONTENTS
Secti'ori . · : .. · . Subject : .. P.-ges_ .. ', __ ,,, , ,
1.0 Scope 1-2
2.0 Occupancy & Construction Conditions 3-4
3.0 Code Analysis 5-31
1 Location on Property 7
2 Occupancy Classification 7
3 Occupancy Separation 8
4 Floor Construction 8
5 Waterproof Construction 8
6 Explosion Control 9
7 Smoke & Heat Venting 10
8 Smoke & Fire Dampers 10
9 General/Area Ventilation 11
10 Exhaust Ventilation System 11-13
11 Egress System 14
12 Fire Extinguishing System Protection 15-18
13 Approved Portable Fire Extinguishers 19
14 Electrically Classified Areas -Class I Flammable Liquids 19-20
15 Piping Valves & Fittings 21-22
16 Equipment, Machinery, Vessels & Processes 23
17 Liquid Blending & Transfer Operations 23
18 Limit Controls 24
19 Spill Control, Drainage & Containment 25
20 Emergency Alarm System 25
21 Emergency Power System 26
22 Lighting 26
23 Ignition Source Control 27
24 Water Supply 27
25 Fire Department Access 27
26 Premises Identification 27
27 Indoor Hazardous Materials Handling & Transportation 28
28 Emergency Response, Training & Procedures 29
29 Permits 29
30 Hazard Identification Sigriage 30
Attachnient ·,1: +taz~rdous Material~ Analy$is· _.
" ,.
''
1-A Summary & Exempt Amounts 1-7
1-8 Inventory Itemization -Alphabetical by Location & Material Name 1-2
1-C Inventory Itemization -Sorted/Totaled by Material Hazard Class & State 1-10
1-D Definitions for Abbreviations 1
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ISIS PHARMACEUTICALS INC.: 2282 Faraday Avenue, Carlsbad CA
UNIFORM CODES ANALYSIS
1.0 SCOPE
TECHNICAL REPORT
NEW H-3/H-7 ROOM
CODE REQUIREMENTS & PROVISIONS
Eriksen-Rattan Associates Inc. prepared this Technical Report for the exclusive use Isis Pharmaceuticals
Inc. [IPI]. The report addresses Uniform/California Code requirements and conditions applicable to the
following tenant improvements at IPl's existing facility located at 2282 Faraday Avenue in Carlsbad,
California: 1
New H3/H7 Hazardous Materials Room: IPI plans to construct a new "H3/H7 Occupancy
Hazardous Materials Room" that will be located on the north side of the existing "main" building.
The new room will be a prefabricated "Safety Storage TM" structure that will serve as a storage
room, mixing room and liquid transfer room. Liquids in the new "H3/H7 Occupancy Hazardous
Materials Room" will either be transferred from original vessels into process vessels in the room or
transferred directly from "original" vessels to existing use locations in "Control Area 1". Some of
the liquids may be blended/mixed together in the process vessels prior to transfer out of the room.
All liquid transfer operations will be through piped systems [use-closed system conditions] and will
involve low-pressure conditions [<15 psig.J. None of the blending/mixing or transfer operations
will involve incompatible or reactive materials or incompatible or reactive processes. [5-11-99
changes.]
The purpose of the Code analysis is to provide IPI and their design team with information applicable to
both the design and maintenance of the hazardous materials operations that will be located in the new
"H3/H7 Hazardous Materials Room". Final design plans and completed details for the new prefabricated
"Safety Storage™" structure and IPl's process operations will be based on the information provided in this
report.
1The existing facility is divided into three [31 "B/S-1 Occupancy Hazardous Materials Control Areas" ["main" building]
with four [41 attached & detached "H Occupancy" structures and one [11 "S-1 Occupancy" [Radiation Decay]
detached structure. The "main" building and all attached & detached structures are addressed as a single building
involving a combination of 8, F-1, H-2, H-3, H-7 & S-1 occupancy conditions. Refer to Technical Reports dated 6-30-
93, 8-31-95, 3-13-97 and 8-19-97 for details on existing conditions.
This report is the property of Eriksen-Rattan Associates Inc. and was prepared exclusively for use by Isis Pharmaceuticals Inc. for
tenant improvements at their facility located at 2282 Faraday Avenue in Carlsbad, California. Copies of this report shall be used
only for hazardous materials and occupancy classification and the associated Uniform/California Code considerations addressed in
this report for this project.
This report shall not be used for the purpose of construction for this project or any other project or for any other purpose.
,6,. Eriksen-Rattan Associates Inc. Technical Report -New H3/H7 Room
Code Requirements & Conditions -11/24/98 w/5-11-99 Rev-Page 1 of 30 8989 Rio San Diego Orive/Suite 200 -San Diego CA 92108
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1515 PHARMACEUTICALS INC.: 2282 Faraday Avenue, Carlsbad CA
UNIFORM CODES ANALYSIS
IPI operations associated with the new "H3/H7" room are described in Section 2.0. Code requirements
and conditions applicable to these operations are described in Section 3. 0. Hazardous materials inventory
information is provided in Attachment 1. Architectural, process and construction drawings will be provided
separately by others.
The 5-11-99 revisions to the report involve the conditions summarized below. The changes are either
related to the installation of an approved dry chemical fire extinguishing system as an alternate to fire
sprinkler system protection, or they are in response to Esgil plan review comments. The specific changes
are identified in the report as "5-11-99 Changes".
• Section 1.0: Reference to blending operations and the compatibility of materials and processes
involved was added on page 1 in response to Esgil plan review comments.
• Section 2.0: The gross area for the new "H3/H7" structure was changed in response to Esgil
plan review comments, resulting in changes to Tables 2.0-A & 2.0-8.
• Section 3.0: The following changes were made in Section 3.0:
+ Item 10 -Exhaust Ventilation System: The item was revised to include dry chemical fire
extinguishing protection as the method of fire protection for exhaust ducts having a cross-
sectional diameter >10" for ducts conveying flammable vapors. A reference was added back
to Item 12 -Fire Extinguishing System Protection for the special conditions required for
mechanical exhaust ventilation systems when dry chemical fire extinguishing system
protection is provided.
+ Item 12 -Fire Extinguishing System Protection: The item was revised to indicate that an
approved dry chemical fire extinguishing system will be provided as an alternate to fire
sprinkler system protection. Requirements for the dry chemical fire extinguishing system are
included. A reference back to Item 10 -Exhaust Ventilation System was also added for the
special conditions required for mechanical exhaust ventilation systems when dry chemical fire
extinguishing protection is provided.
+ Item 17 -Liquid Blending & Transfer Operations: The item was revised in response to
Esgil plan review comments to address the blending/mixing operations and to indicate that
incompatible or reactive materials and reactive processes will not be involved.
+ Item 19 -Spill Control, Drainage & Containment: The item was revised to indicate that dry
chemical fire extinguishing system protection will be provided as an alternate to fire sprinkler
system protection, and that containment for 20-minute fire sprinkler system design flow need
not be included in the required containment capacity.
+ Item 21 -Emergency & Standby Power: The item was revised to delete references to fire
sprinkler system protection and to include the requirements for standby power for dry
chemical fire extinguishing systems.
fl, Eriksen-Rattan Associates Inc.
8989 Rio San Diego Drive/Suite 200 -San Diego CA 92108
Technical Report -New H3/H7 Room
Code Requirements & Conditions -11/24/98 w/5-11-99 Rev -Page 2 of 30
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ISIS PHARMACEUTICALS INC.: 2282 Faraday Avenue, Carlsbad CA
UNIFORM CODES ANALYSIS
2.0 OCCUPANCY & CONSTRUCTION CONDITIONS
IPl's facility located at 2282 Faraday Avenue in Carlsbad, California is an existing Type V-N construction
2-story, fully sprinklered building involving existing and new tenant improvement building and occupancy
conditions addressed in Tables 2.0-A and 2.0-B. Existing building and occupancy conditions were
previously permitted by the City of Carlsbad Building & Fire Departments and were addressed in four [4]
separate Technical Reports sub_mitted to the City of Carlsbad Building & Fire Departments [refer to
Technical Reports dated 6-30-93, 8-31-95, 3-13-97 and 8-19-97]. Plans for the new tenant improvement
occupancy conditions and the 504 sf "H-3/H-7" addition will be submitted separately by others. Refer to
Attachment 1 for hazardous materials inventory information for the new "H-3/H-7" addition.
Existing B Occupancy Lab Building [includes minor S-1 Occupancy Storage
Areas]2
Existing F-1 Occupancy Mechanical Area [attached to/part of the existing B
Occupancy Lab Building] 2
Existing S-1 Occupancy Radiation Decay Room [detached from but part of
the existing B Occupancy Lab Building] 2
Existing H-3/H-7 Storage & Liquid Transfer Room [attached to/part of the
existing B Occupancy Lab Building]
Existing H-2/H-7 Storage & Liquid Transfer Room [attached to/part of the
existing B Occupancy Lab Building]
Existing H-3/H-7 GMP Room [detached from but part of the existing B
Occupancy Lab Building]
Existing H-3/H-7 Waste Room [detached from but part of the existing B
Occupancy Lab Building]
5-11-99 Changes -New H-3/H-7 Storage & Liquid Transfer Room
[detached from but part of the existing B Occupancy Lab Building]
+ Liquids in the new "H3/H7 Occupancy Hazardous Materials Room" will either
be transferred from original vessels into process vessels in the room or
transferred directly from the "original" vessels to existing use locations in
"Control Area 1 ".
• Some of the liquids may be blended/mixed in process vessels prior to transfer
out of the room.
• None of the blending/mixing or transfer operations will involve incompatible or
reactive materials or incompatible or reactive processes.
• All liquid transfer operations will be through piped systems [use-closed system
conditions] and will involve low-pressure conditions [<15 psig.].
1
1
1
1
1
1
Area [sf]
1 s Floor: </=16,000 sf
2nd Floor: </=8,000 sf
</=1,900 sf
</=144 sf
</=684 sf
</=363 sf
</=144 sf
</=72 sf
504-576 sf
1AII buildings [structures] on the site are addressed as a building in accordance with the provisions & conditions set forth in
UBCICBC, Section 504.3.
2The Existing B, F & S Occupancy buildings/areas involve 4 separate hazardous materials Control Areas, as previously addressed
in Technical Reports dated 6-30-93, 8-31-95, 3-13-97 and 8-19-97. Existing Control Area conditions will not be impacted or
changed.
Total Existing & New Building Area= 27,811 sf
• Existing Building Area:, 27,307 sf [includes 8,000 sf 2nd floor area].
• New Building Area: 504-576 sf . ·
/J.. Eriksen-Rattan Associates Inc.
8989 Rio San Oiego Drive/Suite200-San Diego CA 92108
Technical Report -New H3/H7 Room
Code Requirements & Conditions -11/24/98 w/5-11-99 Rev -Page 3 of 30
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ISIS PHARMACEUTICALS INC.: 2282 Faraday Avenue, Carlsbad CA
UNIFORM CODES ANALYSIS
2.0-B: EXISTING & NEW BUILDING CONDITIONS
Building Conditions
1 -Location on Property [includes all
"buildings" on the site]
2 -Fire Extinguishing System
Protection
3 -Building Construction Type [based
on "least" construction for all "buildings" on
the site]
4 -5-11-99 Changes -Building Area
[includes both existing & new "buildings" on
the site]
5 -5-11-99 Changes -Building Area by
Occupancy
6 -Hazardous Materials Control Areas
[4 Control Areas allowed.]
7 -5-11-99 Changes -Mixed Occupancy
Floor Area Calculation
Based on UBCICBC 504.3 using a "worst
case" scenario:
+ V-N Construction
• 2-Story Building ( calculating ratio based
on 1st floor actual & allowable area)
+X 2/Sprinkler System Increase (for B, F,
H3, H7, S uses)
+X 2/Sideyard Increase (for B, F, H2, H3,
H7, S uses)
~ Eriksen-Rattan Associates Inc.
8989 Rio San Diego Drive/Suite 200 -San Diego CA 92108
. . IPI Coffdjtions
+ Distance to Property Lines, Streets, Alleys, Public Ways, Exits
to a Public Way: >/=60' on >/=3 sides.
+ Distance to Adjacent Buildings: >/=60' from other buildings.
Yes -throughout.
>/=Type V-N
+ Existing Building Area: 27,307 sf [see Table 2.0-A].
+New Building Area: 504-576 sf [see Table 2.0-A].
+ B, F-1, S-1: 26,044 sf
+H-2: 363 sf
+H-3: 1,404-1476 sf
+H-7: 1,767-1839 sf
+ Existing: 4
+ Tl Conditions:
• Liquids will be transferred from the new "H3/H7 Occupancy"
addition to existing use operations in Control Area 1 [1st
Floor/Solid State Synthesis Room 133].
• Control Area 1 hazardous materials conditions will remain
unchanged. The use operations are existing conditions with
product currently supplied from an existing "H3/H7 Occupancy"
room.
<1:
• [0.563 (B/F-1/S-1) + 0.072 (H-2) + 0.068 (H-3) + 0.055 (H-7)] =
0.758 = <1
• [0.563 (8/F-1/S-1) + 0.072 (H-2) + 0.072 (H-3) + 0.057 (H-7)] =
0.764 = <1
+B, F-1, 5-1:
• Actual Floor Area [1st floor]: 18,044 sf
• Allowable Floor Area: 32,000 sf [2-story building @ </=32,000 sf
per floor] [Basic Allowable Floor Area: 8,000 sf x 2]
• Allowable Floor Area Ratio: 0.563
+H-2:
• Actual Floor Area: 363 sf
• Allowable Floor Area: 5,000 sf [Basic Allowable Floor Area:
2,500 sf]
• Allowable Floor Area Ratio: 0.072
+H-3:
• Actual Floor Area: 1,404-1,476 sf
• Allowable Floor Area: 20,400 sf [Basic Allowable Floor Area:
5,100 sf]
• Allowable Floor Area Ratio: 0.068 -0.072
+H-7:
• Actual Floor Area: 1, 767-1,839 sf
• Allowable Floor Area: 32,000 sf [Basic Allowable Floor Area:
8,000 sf]
• Allowable Floor Area Ratio: 0.055 -0.057
~ • "H" uses = <10% of total building area & do not exceed the basic area
allowed by UBC/CBC Table 5-8.
• Total "H" Use Area= 1,767-1,839 sf
• Total Building Area= 27,307 sf
Technical Report -New H3/H7 Room
Code Requirements & Conditions -11 /24/98 w/5-11-99 Rev -Page 4 of 30
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1515 PHARMACEUTICALS INC.: 2282 Faraday Avenue, Carlsbad CA
UNIFORM CODES ANALYSIS
3.0 CODE ANALYSIS
The Code analysis that follows on pages 7-30 identifies applicable 1994 Uniform/California Building Code
and 1994 Uniform/California Fire Code conditions and requirements for IPI hazardous materials storage
and liquid transfer operations that will be located in the new 504 sf "H-3/H-7" occupancy room addition.
The new room will be a prefabricated Safety Storage™ structure that will be located on the north side of
the existing "main" building. 1 The Code analysis is based on the following conditions:
• Hazardous materials inventory information provided by IPL
• All buildings/structures on the site addressed as a single building, as previously permitted and as
discussed in Section 2. o. ·
Conditions other than the conditions addressed or described herein are outside the scope of this report.
Discrepancies between the information presented herein and actual conditions and conditions presented
on plans are the sole responsibility of IPI. Verification of compliance with the Code requirements and
provisions addressed herein is outside the scope of this report.
The 5-11-99 revisions to Section 3.0 involve the conditions summarized on the next page, with most of the
changes related to the installation of an approved dry chemical fire extinguishing system as an alternate to
fire sprinkler system protection. The specific changes are identified in the report as "5-11-99 Changes".
The existing facility is divided into three [3] "B/S-1 Occupancy Hazardel!ls Materials Control Areas" ["main" building, with four [4]
attached & detached "H Occupancy" structures and one [1] "S-1 Occupancy" [Radiation Decay] detached structure. The "main"
building and all attached & detached structures are addressed as a single building involving a combination of B, F-1, H-2, H-3, H-7
& S-1 occupancy conditions. Refer to Technical Reports dated 6-30-93, 8-31-95, 3-13-97 and 8-19-97 for details on existing
conditions.
f:j,,_ Eriksen-Rattan Associates Inc.
8989 Rio San Diego Drive/Suite 200-San Diego CA 92108
Technical Report -New H3/H7 Room
Code Requirements & Conditions -11 /24/98 w/5-11-99 Rev -Page 5 of 30
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ISIS PHARMACEUTICALS INC.: 2282 Faraday Avenue, Carlsbad CA
UNIFORM CODES ANALYSIS
• Item 10 -Exhaust Ventilation System: The item was revised to include dry chemical fire
extinguishing protection as the method of fire protection for exhaust ducts having a cross-
sectional diameter >1 O" for ducts conveying flammable vapors. A reference was added back to
Item 12 -Fire Extinguishing System Protection for the special conditions required for mechanical
exhaust ventilation systems when dry chemical fire extinguishing system protection is provided.
• Item 12 -Fire Extinguishing System Protection: The item was revised to indicate that an
approved dry chemical fire extinguishing system will be provided as an alternate to fire sprinkler
system protection. Requirements for the dry chemical fire extinguishing system are included. A
reference back to Item 1 o -Exhaust Ventilation System was also added for the special conditions
required for mechanical exhaust ventilation systems when dry chemical fire extinguishing
protection is provided.
• Item 17 -Liquid Blending & Transfer Operations: The item was revised in response to Esgil
plan review comments to address the blending/mixing operations and to indicate that incompatible
or reactive materials and reactive processes will not be involved.
• Item 19 -Spill Control, Drainage & Containment: The item was revised to indicate that dry
chemical fire extinguishing system protection will be provided as an alternate to fire sprinkler
system protection, and that containment for 20-minute fire sprinkler system design flow need not
be included in the required containment capacity.
• Item 21 -Emergency & Standby Power: The item was revised to delete references to fire
sprinkler system protection and to include the requirements for standby power for dry chemical
fire extinguishing systems.
~ Eriksen-Rattan Associates Inc.
6989 Rio San Diego Drive/Suite 200 -San Diego CA 92108
Technical Report-New H3/H7 Room
Code Requirements & Conditions -11/24/98 w/5-11-99 Rev -Page 6 of 30
--. --------------~
ISIS PHARMACEUTICALS INC.: 2282 Faraday Avenue, Carlsbad CA -
UNIFORM CODES ANALYSIS
1. Location on
Property
[Includes "main" building
and attached & detached
structures as described
in Section 2.0.J
2. Occupancy
Classification
[Includes "main" building
and attached & detached
structures as described
in Section 2.0.]
~ Eriksen-Rattan Associates Inc.
+ Existing Conditions: >/=60' to property lines, streets,
alleys, public ways.
+ Additional Information: See Section 2.0.
+ Existing Conditions: See Section 2. 0 -B
Occupancy Lab Building with minor/accessory F-1, H-
2, H-3, H-7 areas [includes both attached & detached
structures].
+ New Addition:
• H-3/H-7.
• See Section 2.0.
• See Attachment 1.
8989 Rio San Diego Drive/Suite 200-San Diego CA 92108
Existing conditions either meet or exceed applicable
Code requirements -i.e.:
+ >/=60' between facility and adjoining property lines,
streets, alleys, public ways.
+ >/=30' between "W occupancy areas and adjoining
property lines, streets, alleys, public ways.
Same as IPI conditions.
+ USC 307.1.4
+USC 307.3
+UBC 503
+UBC 504
+UBC 505
+UBC 506
+ UBC Table 5-A
+ UBC Table 5-B
+UBC 204
+UBC 307
+USC Table 3-D
+ USC Table 3-E
+UFC 204
+UFC 209
+UFC 7902.5
+ UFC Table 7902.5-A
+UFC 7903.2
+ UFC Table 7903.2-B
+UFC 8001.8
+UFC 8001.13
+ UFC Table 8001.13-A
+ UFC Table 8001.12-S
Technical Report -New H3/H7 Room
Code Requirements & Conditions -11/24/98 w/5-11-99 Rev -Page 7 of 30
-------------------ISIS PHARMACEUTICALS INC.: 2282 Faraday Avenue, Carlsbad CA
UNIFORM CODES ANALYSIS
3. Occupancy
Separation
[New "H3/H7"
Occupancy Addition]
4. Floor Construction
[New "H3/H7"
Occupancy Addition -
Includes Curbs/Sills,
Ramps, Recesses, etc.]
5. Waterproof
Construction
[New "H3/H7"
Occupancy Addition]
,6. Eriksen-Rattan Associates Inc.
+ New room will have 2-hour fire-resistive exterior walls
with protected openings.
+ Refer to architectural and Safety Storage TM plans
submitted separately by others.
+ Noncombustible floor.
+ Liquid-tight floor, including joints at wall intersections.
+ Waterproof construction is not applicable to IPI
conditions because there will be no storage/use of
Water Reactive materials in amounts >Exempt
Amounts.
+ See Attachment 1.
8989 Rio San Diego Drive/Suite 200-San Diego CA 92108
:QoJJiBiiqitfitim~i:i~(~lQ~tta,«:i9_n~·-
+ Occupancy Separation: Same as IPI conditions.
Existing "main" building exterior wall can serve as the
occupancy separation at the south end of the new room
if it is equivalent to >/=2-hour fire-resistive occupancy
separation.
+ Openings in Occupancy Separation: Openings in the
walls forming the occupancy separation will require
protection as follows:
• Ducts in Occupancy Separation: Smoke and fire
dampers required. Also, see Item 8.
• Doors In Occupancy Separation: >/=1.5 hour, self
or automatic closing assemblies. Also, see Item 11.
• Windows In Occupancy Separation: >/=1.5-hour
assemblies complying with UBC Std 7-4.
Same as IPI conditions.
Same as IPI conditions.
'~'-h1trf:9.9il(J.fflt~' ,,..., ,.t: ..... ·>1:~--
+ UBC 204
+UBC 302
+UBC 306
+UBC 307
+UBC 713
+UBC Table 3-D
+ UBC Table 3-E
+UFC 204
+UFC 7902.5
+ UFC Table 7902.5-A
+UFC 7903.2
+ UFC Table 7903.2-B
+UFC 8001.8
+ UFC Table 8001.13-A
+ UFC Table 8001.12-B
+ UFC 8003.8.1.5
+UBC 307.2
+UFC 7901.8
+UFC 8001.8
+UFC 8001.13
+UFC 8003.1.7
+ UFC 8003.10.3
+ UFC 8003.10.1.4
Technical Report -New H3/H7 Room
Code Requirements & Conditions -11/24/98 w/5-11-99 Rev -Page 8 of 30
-------------------ISIS PHARMACEUTICALS INC.: 2282 Faraday Avenue, Carlsbad CA
UNIFORM CODES ANALYSIS
6. Explosion Control
[New "H3/H7"
Occupancy Addition]
/:::,,_ Eriksen-Rattan Associates Inc.
+ Conditions:
• Closed vessels & closed liquids transfer operations.
• No systems/vessels @ pressures >/=15 psig.
• No storage of unstable reactive or explosive
materials in amounts >Exempt Amounts.
• No storage of water reactive materials in amounts
>Exempt Amounts.
• No conditions that will generate flammable/explosive
vapor-air conditions.
+ Explosion Control:
• Mechanical exhaust ventilation in excess of
applicable Code requirements (>1 cfm per sf floor
area] will be provided.
• Refer to architectural and Safety Storage™ plans
submitted separately by others.
8989 Rio San Diego Drive/Suite 200 -San Diego CA 92108
+ Mechanical Exhaust Ventilation: Same as IPI
conditions -mechanical exhaust ventilation is allowed
by the Code for IPI storage and use conditions.
+ Venting: If explosion venting is provided, the following
requirements will apply.
• Minimum Vent Relief Pressure: 20 psf.
• Vent Discharge Conditions:
* Discharge vertically or directly to an unoccupied
yard >/=50' wide on the same lot.
* Vents located so that the discharge end will be
>/=1 O' vertically & >/=20' horizontally from window
or exit openings in the same or adjoining buildings
or structures.
* Exhaust to be to the outside in the direction of least
exposure. IEiE! Explosion venting is not required to be
provided based on the storage & use conditions and
tye_es of materials that will be stored & used.
+UBC 307.10
+ UFC 7902.1.5
+ UFC 7902.5.11
+UFC 8003.1.12
Technical Report -New H3/H7 Room
Code Requirements & Conditions -11/24/98 w/5-11-99 Rev -Page 9 of 30
---------------~---ISIS PHARMACEUTICALS INC.: 2282 Faraday Avenue, Carlsbad CA
UNIFORM CODES ANALYSIS
7. Smoke & Heat
Venting
[New "H3/H7"
Occupancy Addition]
8. Smoke & Fire
Dampers
[New "H3/H7"
Occupancy Addition]
~ Eriksen-Rattan Associates Inc,
• Not applicable to IPI conditions -i.e.:
• Room is <15,000 sf.
• There will be no storage or use of >Exempt Amounts
of Organic Peroxides, Oxidizers, Unstable Reactives
or Water Reactives in the room.
• See Section 2.0 & Attachment 1 for additional
information.
• Smoke & fire dampers in accordance with applicable
Code requirements will be provided if conditions exist
where such dampers are required.
• Refer to architectural, mechanical, electrical and
Safety Storage TM plans submitted separately by
others.
8989 Rio San Diego Drive/Suite 200-San Diego CA 92108
-'"-;cbl:i~~e '"iiire:""e' 'i '~&\c'onilidoii·<)i;'"'~
'·",' ",.,. < "c~L--,m,, fl -~L.,~F.-L•.•. -< ' ' ,,Jj,
Same as IPI conditions -not applicable to IPI storage or
use conditions.
Smoke and fire dampers are required for the following
+UBC 307.2.6
+UBC 906.1
+ UFC 8003.6.1.5
+ UFC 8003. 7.1.5
+ UFC 8003.9.1.4
+ UFC 8003.10.1.5
conditions if such conditions exist: I • UBC 713
• Smoke Dampers:
• >/=Class II, 250oF smoke dampers to be installed in
the ducted or unducted air openings in occupancy
separation walls.
• Dampers to be accessible for inspection & servicing.
• Fire Dampers:
• Fire dampers to be installed in the following ducted or
unducted air openings, as applicable to the Safety
Storage TM buildings:
* Penetrations of occupancy separation walls.
* Penetrations of ceilings of fire-resistive floor ceiling
or roof-ceiling assemblies.
* Penetrations of building exterior required to have
protected openings [see UBC 503], except for
ventilation systems designed to supply outside air
during an emergency.
• Dampers to be accessible for inspection & servicing.
• Operating temperature of damper actuating device to
be approximately 50oF above normal temperature
within the duct system, but not less than 160oF.
Technical Report -New H3/H7 Room
Code Requirements & Conditions -11/24/98 w/5-11-99 Rev-Page 10 of 30
----·---------------ISIS PHARMACEUTICALS INC.: 2282 Faraday Avenue, Carlsbad CA
UNIFORM CODES ANALYSIS
9. General/Area
Ventilation
[New "H3/H7"
Occupancy Addition]
10. Exhaust Ventilation
System
[New "H3/H7"
Occupancy Addition)
[5-11-99 Changes -Fire
Protection]
f:::.. Eriksen-Rattan Associates Inc.
• General/are ventilation in accordance with applicable
Code requirements will be provided.
• Refer to architectural and Safety Storage™ plans
submitted separately by others.
•General:
• See Item 6 ->1 cfm exhaust per sf floor area will be
provided in each building.
• No recirculation of exhaust air -exhaust directly
outside the building.
• System will be designed and installed to provide
cross-ventilation throughout the room --constant
velocity system design.
• Exhaust air openings will be located </=12" from
lowest point(s) in each room/building.
• At least 1 supply air opening in each room/building
will be located </=12" from lowest point(s) in room.
• Makeup air will be provided to replenish air
exhausted, with intakes located to avoid recirculation
of exhaust air.
• Manual exhaust ventilation shut off control will be
located outside the room in an approved location.
Switch will be of the break-glass typed and labeled
VENTILATION SYSTEM EMERGENCY SHUTOFF.
• 2 sources of power will be provided -normal building
power & emergency power.
• Refer to architectural and Safety Storage™ plans
submitted separately by others for details.
• Exhaust Duct Systems: [Continued on next page.]
8989 Rio San Diego Drive/Suite 200 -San Diego CA 92108
• Openable exterior openings.
• Area >/=1/20 of total floor area.
• Open directly onto a public way, yard or court.
• Mechanical:
• Supply >/=15 cfm of outside air per occupant
throughout the building.
• Operational_when building is occupied.
• General: Same as IPI conditions.
• Class 1 Product Conveying Exhaust Duct Systems:
• Hoods/Enclosures:
* Sheet metal/steel -->/=0.033 inch [20 gage] base metal
thickness, or other approved materials.
* Approved nonmetallic hoods/enclosures allowed to be
used for nonflammable materials.
• Exhaust Ducts:
* Construction:
• Sheet metal/steel or other materials approved/listed for
use with Flammable & Combustible Liquids.
• Flexible metallic duct may be used for connecting
ductwork to equipment.
• Approved nonmetallic hoods/ducts allowed to be used
for nonflammable corrosive vapors.
• Metal hoods/ducts used for exhaust of corrosives to be
protected with corrosion-resistant material.
* Thickness: Depends on pressure, type & size of duct --
refer to UMC Tables 5-B & 6-A.
* Fittings:
• >/=2 gages thicker than thickness required for straight
runs.
• Branches to connect to main duct(s) at the large end of
transitions at >45o angle.
* Cleanouts: Accessible cleanouts required at 1 O'
intervals and at changes in direction.
[Continued on next page.]
• UBC 1202.2.1
+ USC 1202.2.3
+UMC 502
•UMC 506
•UMC 609
• UFC 7902.5.11.4
• UFC 7903.2.3.5.2
+ UFC 8003.1.8
+ UFC Std 62-1
+ NFPA Fire Protection
Handbook
Technical Report -New H3/H7 Room
Code Requirements & Conditions -11/24/98 w/5-11-99 Rev -Page 11 of 30
-------------------ISIS PHARMACEUTICALS INC.: 2282 Faraday Avenue, Carlsbad CA
UNIFORM CODES ANALYSIS
10. Exhaust Ventilation
-continued
[New "H3/H7"
Occupancy Addition]
[5-11-99 Changes -Fire
Protection]
~Eriksen-Rattan Associates Inc.
• Exhaust Duct Systems: Exhaust ducts serving the
new room will be designed and constructed in
accordance with the UMC requirements for Class 1
Product Conveying Exhaust Duct Systems suitable for
the exhaust of both corrosive & flammable vapors.
• 5-11-99 Change -Fire Protection:
• Fire protection in accordance with UMC
requirements will be provided for ducts having a
cross-sectional dimension of >1 O".
• Dry chemical fire extinguishing system will be
provided.
• Elevated Temperatures: Not specifically applicable
to IPI conditions --no elevated temperature exhaust
air.
+ Explosion Venting: Not specifically applicable to IPI
conditions --no explosive vapor/air concentrations in
exhaust ducts.
• Plans: Refer to architectural, mechanical and Safety
Storage TM plans submitted separately by others for
details.
8989 Rio San Diego Drive/Suite 200 -San Diego CA 92108
,,. 'code~edoirerrF , ·. · -· --,.·. · ·· · · , ' · ~ •==··· ~" ,_,-,,,, · .·· ... ·. ;e11ts,;&1poncut1on __
• Class 1 Product Conveying Exhaust Duct Systems -
continued:
• Exhaust Ducts -continued:
* Supports:
• </=8" Ducts: </=12' intervals.
• >8" Ducts: </=20' intervals.
• Design: Assume 50% of duct is full of the particulate
being conveyed.
* Protection from Physical Damage: Protected by guards
when installed in locations where they may be subject
physical damage.
* Exhaust Outlet Termination:
• >/=30' from the following conditions:
o Property lines
o Combustible exterior walls
O Openings into building which are in direction of
exhaust discharge.
• >/=10' from the following conditions:
O Above Grade.
O Openings in building.
• >/=6' from exterior walls & roofs.
* Clearance from Combustible Construction: >/=18" or
protected with approved construction (i.e.: insulation].
• Fire Protection -Flammable Vapors/Fumes: Required
for ducts having a cross-sectional dimension >10"
conveying flammable vapors/fumes. One [1] of the
following methods of protection:
* Fire Sprinklers:
• Horizontal Ducts: Sprinklers installed at 12' intervals.
• Changes in Direction: Sprinklers installed at each
change in direction.
• Vertical Ducts: Sprinklers installed at top and at
alternate floor levels.
* Other:
• Other approved/listed fire-protection devices.
• Other approved automatic fire extinguishing system
protection.
[Continued on next page.]
+USC 713.10
+USC 713.11
+USC 1202.2.3
+UMC 502
+UMC 506
+UMC 609
+ UFC 7902.5.11.4
+ UFC 7903.2.3.5.2
+ UFC 8003.1.8
+ NFPA 91/2-1.6
+ NFPA 91/2-4
Technical Report -New H3/H7 Room
Code Requirements & Conditions -11 /24/98 w/5-11-99 Rev -Page 12 of 30
-------------------ISIS PHARMACEUTICALS INC.: 2282 Faraday Avenue, Carlsbad CA
UNIFORM CODES ANALYSIS
10. Exhaust Ventilation
-continued
[New "H3/H7"
Occupancy Addition]
(5-11-99 Changes -Fire
Protection]
1:::., Eriksen-Rattan Associates Inc.
[See previous page.]
8989 Rio San Diego Drive/Suite 200 -San Diego CA 92108
·0"""'·'·"L·'iic :ae{0 e'''.:.ireme''fsi,{oon'ti"t,o'rii,"" ifl .• J> ... "~'-·-q .. ,.,.,., -.De'="" • ,_,. J .. ,,,.,, ·'
• Class 1 Product Conveying Exhaust Duct Systems -
continued:
• Elevated Temperatures: Not specifically applicable
to IPI conditions --no elevated temperature exhaust
air.
• Explosion Venting: Not specifically applicable to IPI
conditions --no explosive vapor/air concentrations in
exhaust ducts.
• Dampers:
* Fire/Smoke Dampers: Not allowed, except for the
following conditions:
• Through fire walls/floors.
• Collection system at end of system protected by
fire sprinkler system.
• Duct system protected by fire sprinkler system.
• See Item 8 for fire/smoke damper requirements &
limitations.
* Volume/Balancing Dampers:
• Allowed only for weather or back-draft protection,
located only on clean-air side of filtration system.
• Balancing devices secured to prevent inadvertent
adjustment or loss of transport velocity.
• 5-11-99 Change -Special Conditions: See Item 12 -
Dry Chemical Extinguishing System --one [1] of the
following conditions must be met:
• .System to automatically shut down either before or
simultaneously with the start of the dry chemical
discharge; or
• Supplementary dry chemical to be added to the
protected volume through the regular distribution
system.
+UBC 713.10
+UBC 713.11
+ UBC 1202.2.3
+UMC 502
+UMC 506
+UMC609
+ UFC 7902.5.11.4
+ UFC 7903.2.3.5.2
+ UFC 8003.1.8
+NFPA 91/2-1.6
+ NFPA 91/2-4
Technical Report -New H3/H7 Room
Code Requirements & Conditions -11/24/98 w/5-11-99 Rev -Page 13 of 30
-------------------ISIS PHARMACEUTICALS INC.: 2282 Faraday Avenue, Carlsbad CA
UNIFORM CODES ANALYSIS
11. Egress System
[New "H3/H7"
Occupancy Addition]
1:::i. Eriksen-Rattan Associates Inc.
• Plans provided to the report preparer appear to show
reasonable compliance with applicable Code
requirements but do not contain sufficient
information/detail to verify compliance with all
applicable Code requirements.
• Refer to architectural and Safety Storage TM plans
submitted separately by others for details.
8989 Rio San Diego Drive/Suite 200-San Diego CA 92108
+General:
• Travel Distance to Exit: 75'.
• Exit Doors:
* Swing: Direction of egress.
* Width -Single Leaf: >/=3' & </=4'.
* Height: >/=6'8".
* Fire Rating:
• 2-Hour Occupancy Separation Walls: >/=1-1/2
hours --limited to </=100 si of glazing, with a
minimum glazing dimension of 4".
• Exterior Wall: Same as above -exterior walls will
be 2-hour occupancy separation walls.
* Closing: Self or automatic closing.
* Locking/Latching Hardware:
• Positive latching for doors located in a fire-rated
wall. "' • Panic hardware.
• Openable from inside/room side without use of a
key or any special knowledge or effort.
• Manually operated edge-or surface-mounted flush
bolts prohibited.
• Rooms/Areas >/=200 sf: 2 separate exits, with exits
spaced a distance apart >/=1/2 the overall diagonal
dimension of the room/area.
+UBC 302.3
+UBC 713.7
+UBC 1003
+UBC 1004
+UBC 1005.8
+UBC 1018
+ UBC Table 10-A
Technical Report -New H3/H7 Room
Code Requirements & Conditions -11/24/98 w/5-11-99 Rev -Page 14 of 30
-------------------ISIS PHARMACEUTICALS INC.: 2282 Faraday Avenue, Carlsbad CA
UNIFORM CODES ANALYSIS
12. Fire Extinguishing
System Protection
[New "H3/H7"
Occupancy Addition]
[5-11-99 Changes]
~ Eriksen-Rattan Associates Inc.
+ Automatic fire extinguishing system protection will be
provided.
+ The specific IPI fire extinguishing system conditions
are unknown to the report preparer.
+ Refer to fire protection and Safety Storage TM plans
submitted separately by others.
+ 5-11-99 Change:
• An approved dry chemical fire extinguishing system
will be provided as an alternate to fire sprinkler
system protection.
• Isis will obtain specific approval for the alternate
system from the City of Carlsbad Fire Department.
• Details of the installation and system design are
outside the scope of this report.
8989 Rio San Diego Drive/Suite 200-San Diego CA 92108
'~:.tC 'cie'-0e·-1,f ". ''en~Z&r,Cc •ncf'it10nif , • ff'M. ,9 __ ~~ .. Jl"'_xe.m --·"'""L=.P-·-----.. _ -~
• Conditions:
• Automatic fire sprinkler system, or approved alternate
automatic fire extinguishing system required.
• The Fire Department must specifically approve the use of
"alternate systems· as a substitute for automatic fire
sprinkler system protection.
+ 5-11-99 Change -Fire Sprinkler System Requirements:
Fire sprinkler system requirements are not applicable to IPI
conditions. Approved dry chemical fire extinguishing
system is allowed when specifically approved by the Fire
Department.
• 5-11-99 Change -Dry Chemical Fire Extinguishing
System:
• System Type: Total flooding system required.
• Automatic Detection: Listed devices capable of
detecting and indicating heat or smoke.
• Operating Devices:
+ Listed mechanical, electrical or pneumatic devices.
* Devices to be normally designed to function properly from -
40oF to +150oF, or marked to indicate temperature
limitations.
* Designed, located & installed so that they are not subject
to mechanical, environmental or other conditions that
would render them inoperative or cause inadvertent
operation of the system.
* >/=1 manual control for system actuation installed </=5'
above the floor and located such that it is convenient and
easily accessible at all times, including the time of fire.
* Valves controlling release & distribution of dry chemical to
be provided with an emergency manual control.
• Rate of Application: Rate of application for engineered
systems to be such that the design concentration in all
parts of the enclosure is obtained within 30 seconds.
• Net Volume: In calculating the net volume to be
protected, allowance is allowed for permanently located
fixtures & equipment that materially reduce the volume of
the space to be protected.
[Continued on next page.]
+UFC 1003
+ UBC Chapter 9 [904.2]
+ UBC Std 9-1 [NFPA 13]
+ UFC Table 7902.5-F
+ UFC 8003.1.11
+NFPA 17
Technical Report -New H3/H7 Room
Code Requirements & Conditions -11/24/98 w/5-11-99 Rev -Page 15 of 30
------------------: -ISIS PHARMACEUTICALS INC.: 2282 Faraday Avenue, Carlsbad CA
UNIFORM CODES ANALYSIS
12. Fire Extinguishing I [See previous page.]
System Protection -
continued
[New "H3/H7"
Occupancy Addition]
[5-11-99 Changes]
~ Eriksen-Rattan Associates Inc.
8989 Rio San Diego Drive/Suite 200-San Diego CA 92108
··~ , ~ ·;·~-----··;,-,,(--.~,-· -;:-w,·> ·· ·,---·,·--a··-~-.t,--;,c----::;_---c;; ('-;;d·-, ;,;t······;i·---------~:~M~ I. ' · ;,;,··;;.;;,_··;.;;,:., ;,;_;. ---: ;, •' ~., ...;... . _,;_~ , 1 , .u.-,1;. ··C1!ode,Reou1rements,& .. Con I 1on~-........ ,,,,,,-,,;,,,,.:-:,_,~.,,,, .. ,_.,,.,,...,,c:,c,,,,,,~.cr\h~'C,""-""" .. ,. , ,,,,_, .. ,,.,. ""· ....... ;., "" .. ··"""'""·'"'·'"PR,, .. ·"-1a1ss~.Goaesi:Reteranc·
+5-11-99 Change -Dry Chemical Fire Extinguishing
System -continued:
• Unclosable Openings: System to either be a system
that is listed by a testing laboratory for or including
protection of unclosable openings, or the following
conditions must be met.
* Total area of unclosable openings limited to </=15% of
the total area of the sides, top & bottom of the
enclosure.
* Unclosable openings having areas >1 % of the total area
of the enclosure [top, sides & bottom] and </=5% shall
be compensated for by the use supplemental dry
chemical in the proportions of not less than 0.5 lb per sf
of unenclosed opening, applied through the regular
distribution system.
* Unclosable openings >5% of the total area of the
enclosure [tops, sides & bottom] and <15% shall be
compensated for by the use of dry chemical in the
proportion of >/=1 lb per sf of unenclosed opening,
applied simultaneously by application over the
openings.
• Closable Openings: One [1] of the following
conditions must be met:
* Openings designed to close before, or simultaneously
with, the start of the dry chemical discharge; or
* Comply with unclosable opening requirements
described above.
• Mechanical Ventilation Systems: One [1] of the
following conditions must be met:
* Automatic system shutdown either before or
simultaneously with the start of the dry chemical
discharge; or
* Supplementary dry chemical to be added to the
protected volume through 'the regular distribution
system.
[Continued on next page.]
+UFC 1003
+ UBC Chapter 9 [904.2)
+UBC Std 9-1 [NFPA 13]
+ UFC Table 7902.5-F
+ UFC 8003.1.11
+NFPA 17 ;
I
Technical Report -New H3/H7 Room
Code Requirements & Conditions -11 /24/98 w/5-11-99 Rev -Page 16 of 30
-------------------ISIS PHARMACEUTICALS INC.: 228J---~
UNIFORM CODES ANALYSIS /
12. Fire Extinguishing I [See previous page.]
System Protection -
continued
[New "H3/H7"
Occupancy Addition]
[5-11-99 Changes]
~ Eriksen-Rattan Associates Inc.
8989 Rio San Diego Drive/Suite 200-San Diego CA 92108
/ I ....,,,
;
\.......-
.::-J
, Avenue, Carlsbad CA
·s. ~C.od~t~.eguJr,~meiJ~sl&lQgJ)'.di~!¢>ns~·
+5-11-99 Change-Dry Chemical Fire Extinguishing
System -continued:
• Special Conditions -Exhaust Ducts >1 O" Cross-
Sectional Dimension: See Item 10--dry chemical
fire extinguishing system protection required.
• Piping Distribution System:
* Piping: Piping to be galvanized steel, stainless
steel, copper or brass.
* Fittings: Fittings to be galvanized steel, stainless
steel, copper, brass, galvanized malleable or ductile
iron.
* Valves:
• Listed for intended use.
• Selector valves to be of the quick-opening type.
• Protected from chemical, mechanical or other
damage.
• Discharge Nozzles:
* Listed for intended use.
* Brass, stainless steel or other corrosion-resistant
materials, or protected inside & out against
corrosion.
* Designed, located & installed or protected so that
they are not subject to mechanical, environmental or
other that conditions that would render them
inoperative.
* Marked for identification of type & size.
* Provided with blow-off caps or similar
devices/materials to prevent the entrance of
contaminants into the piping.
* Nozzles to be placed so as to provide not less than
the minimum design concentration of dry ch_emical in
all parts of the enclosure.
[Continued on next rn:ige.]
+UFC 1003'
+ UBC Chapter 9 (904.2]
+UBC Std 9-1 [NFPA 13]
+ UFC Table 7902.5-F
+ UFC 8003.1.11
+NFPA17
Technical Report -New H3/H7 Room
Code Requirements & Conditions -11 /24/98 w/5-11-99 Rev -Page 17 of 30
-------------------ISIS PHARMACEUTICALS INC.: 2282 Faraday Avenue, Carlsbad CA
UNIFORM CODES ANALYSIS
12. Fire Extinguishing I [See previous page.]
System Protection -
continued
[New "H3/H7"
Occupancy Addition]
[5-11-99 Changes]
~ Eriksen-Rattan Associates Inc.
8989 Rio San Diego Drive/Suite 200 -San Diego CA 92108
-·.c.odfttRe.atlirem ·-;, ,::;.;:c;;;;;, ..... ,. , , ;,k, .. ," -~--, .. --· .... ,~lll$l~~V.QO,(utlQ,O
• 5-11-99 Change -Dry Chemical Fire Extinguishing
System -continued:
• Alarms:
* Local Alarms: Local audible & visual alarms to be
provided inside and outside the enclosure to show
that the system has operated.
* Alarm Retransmission: Alarm signals to be
retransmitted to an approved central, proprietary or
supervisory station or at a constantly attended on-
site location
• Power Supplies:
* Both normal and standby power required.
* Standby (secondary] power supply to meet the
following conditions:
• 24 hour normal system operation.
• Five minute alarm operation.
• Automatic transfer to operate the system within 30
seconds of loss of primary power.
* Systems to electrically supervised/monitored so that
the occurrence of a single open or single ground
fault condition of its installation wiring that prevents
normal operation or failure of the primary electrical
power supply will be indicated by a distinctive
trouble signal.
• Supervision/Monitoring: System to be
supervised/monitored by an approved central,
proprietary or supervisory station or at a constantly
attended on-site location.
+UFC 1003
• UBC Chapter 9 [904.2]
• USC Std 9-1 [NFPA 13]
+ UFC Table 7902.5-F
+ UFC 8003.1.11
+NFPA 17
Technical Report -New H3/H7 Room
Code Requirements & Conditions -11/24/98 w/5-11-99 Rev -Page 18 of 30
~
/--:------rv
ISIS PHARMACEUTICALS INC.: ------2282 Faraday Avenue, Carlsbad CA -------
UNIFORM CODES ANALYSIS
13. Approved Portable
Fire Extinguishers
[New "H3/H7"
Occupancy Addition]
14. Electrically
Classified Areas -
Class I Flammable
Liquids
[New "H3/H7"
Occupancy Addition]
A Eriksen-Rattan Associates Inc.
• Dry Chemical, Dry Powder, CO2 or Foam are the
recommended portable fire-extinguishing agents.
+ IPI has indicated that approved portable fire
extinguishers will be provided in accordance with
applicable Code requirements.
• Refer to architectural, fire protection and Safety
Storage TM plans submitted separately by others for
types & locations.
+ Electrical wiring, equipment & devices in accordance
with applicable Code requirements will be provided.
+ See Attachment 1 for Class I Flammable Liquids in use
and use conditions.
• See Section 2.0 for overview of process operations.
• See process, electrical, mechanical and Safety
Storage™ plans provided separately by others.
8989 Rio San Diego Drive/Suite 200-San Diego CA 92108
• Minimum 3A40BC.
• <!=50' travel distance.
+ 1 located outside the room adjacent to each exit door.
• 1 located inside the room adjacent to each exit door.
"Classified electrical" equipment, wiring & devices is
required in the following locations, if such equipment,
wiring & devices are located within the boundaries of the
areas indicated. Note that if the conditions described
below do not exist, "classified electrical" is not required to
be provided.
• Class 1, Division 1-Group D Electrical Locations:
• Open Ends of Vents: Within 3' of open end(s) of
vent(s), extending in all directions.
• Vents & Fill Openings: Within 3' of vent(s) and fill
openings(s}, extending in all directions.
• Pits/Recessed Floor Areas -Without Mechanical
Ventilation: Entire area.
• Equipment Where Flammable Vapor/Air Mixtures
Could Exit Under Normal Operations: Area within
5' of any edge of such equipment, extending in all
directions.
• Class 1, Division 2-Group D Electrical Locations:
[Continued on next page.]
+UFC 1002
+UFC Std 10-1
+ UFC 8001.5.2.5
+UFC 7901.4
+UFC 7901.10
• Table 7901 .4-A
+ UFC 7903.2.2
+UFC 8001.9
+NEC 500-3
+NFPA
• 30
• 325
• 491
• 497A
• 4978
Technical Report -New H3/H7 Room
Code Requirements & Conditions -11/24/98 w/5-11-99 Rev -Page 19 of 30
-------------------1S1S PHARMACEUTICALS INC.: 2282 Faraday Avenue, Carlsbad CA
UNIFORM CODES ANALYSIS
14. Electrically I [See previous page.]
Clas~ified Areas -
Class I Flammable
Liquids -continued
[New "H3/H7"
Occupancy Addition]
~ Eriksen-Rattan Associates Inc.
8989 Rio San Diego Drive/Suite 200-San Diego CA 92108
+ Class 1, Division 2-Group D Electrical Locations -
continued:
• Open Ends of Vents: Area between 3' & 5' of open
end(s) of vent(s), extending in all directions.
• Vents & Fill Openings:
* Area between 3' & 5' from vent(s) & fill opening(s),
extending in all directions.
* Also, up to 18" above floor within a horizontal radius
of 1 O' from such openings.
• Pumps, Bleeders, Withdrawal Fittings, Meters,
Etc.:
* Within 5' of any edge of pumps, bleeders,
withdrawal fittings, meters, etc., extending in all
directions.
* Also, up to 3' above floor level & within 25'
horizontally from any edge of such devices.
• Pits/Recessed Floor Areas & Drainage Channels,
Sumps/Collection Areas:
* Without Mechanical Ventilation: Entire area.
* Containing Valves, Fittings, Piping: Entire area.
• Equipment Where Flammable Vapor/Air Mixtures
Could Exist Under Normal Operations:
* Area between 5' & 8' of any edge of such
equipment, extending in all directions.
* Also, area up to 3' above floor within 5'-25'
horizontally from any edge of such equipment.
• Areas Outside of Openings in Electrically
Classified Area within 50' Horizontally of
Flammable Vapor Source: Area within 1 O'
horizontally of opening(s), up to 3' above the floor for
a 5' radius.
+UFC 7901.4
+UFC 7901.10
+ Table 7901.4-A
+ UFC 7903.2.2
+UFC 8001.9
+NEC 500-3
+NFPA
• 30
• 325
• 491
• 497A
• 4978
Technical Report -New H3/H7 Room
Code Requirements & Conditions -11/24/98 w/5-11-99 Rev -Page 20 of 30
-------------------ISIS PHARMACEUTICALS INC.: 2282 Faraday Avenue, Carlsbad CA
UNIFORM CODES ANALYSIS
15. Piping, Valves &
Fittings
[New "H3/H7"
Occupancy Addition]
~ Eriksen-Rattan Associates Inc.
+ Piping, valves & fittings in accordance with applicable
Code requirements will be provided.
+ See mechanical, plumbing & process plans provided
separately by others.
8989 Rio San Diego Drive/Suite 200 -San Diego CA 92108
. · Ot>ctexRe'· ·u1 ements· &;co ditiorts,i,ixi~ ,~,-~-_q __ _J, ,, . "" L, ... n<, , .. , ... '9';~
• Design: Designed and fabricated from materials
compatible with material to be contained.
• Strength: Adequate strength and durability to
withstand pressure, structural & seismic stress, and
exposure to which subjected.
• Low Melting Point Materials: If used, low melting
point materials [i.e.: aluminum, copper, brass,
nonmetallic materials, nonductile materials] to comply
with the following conditions:
• Suitably protected against fire exposure.
• Located such that leakage resulting from failure will
not present an exposure hazard.
• Located such that leakage can be controlled by
operation of accessible remotely located valve(s).
+Valves:
• General:
* Piping system to contain a sufficient number of
manual control valves & check valves to operate
system properly and to protect the area under both
normal & emergency conditions.
* Piping in connection with pumps to contain sufficient
number of valves to control liquid flow in normal
operation and in the event of physical damage or
fire exposure.
• Emergency Shutoff Valves: Identified and location
visible and indicated by a sign.
• Backflow Prevention/Check Valves: Provided when
backflow could create a hazardous condition or cause
unauthorized discharge.
• Drainage Control Valves: Manual drainage-control
valves to be located remote from containment
area/drainage system such that they can be operated
in a fire condition.
[Continued on next page.]
+ UFC 7901..11
+ UFC 8001.4.3
Technical Report -New H3/H7 Room
Code Requirements & Conditions -11/24/98 w/5-11-99 Rev -Page 21 of 30
--------------------ISIS PHARMACEUTICALS INC.: 2282 Faraday Avenue, Carlsbad CA
UNIFORM CODES ANALYSIS
~ki~:;IC:PijQ:;Cori<f itjqii~. (:~~1 .i~~~t1:;·'~·i:i;-tJ~Pt¢qocOt,Qri~~?Jtt~{'it;;1i;~\;lf~~i tt Ptil~;,:1;tQQ~e: 8~<1~trements;,i<¢9rid!ti9rt~~fi,t::iif*1 Ji1 ~9.,,.iQ~(l~s.:R~f~:t~nc;,~
15. Piping, Valves &
Fittings -continued
[New "H3/H7"
Occupancy Addition]
f::,, Eriksen-Rattan Associates Inc.
[See previous page.]
8989 Rio San Diego Drive/Suite 200-San Diego CA 92108
+ Pipe Joints:
• Liquid-tight.
• Welded, flanged or threaded --welded only when
located in concealed spaces inside the building.
• Nonmetallic joints to be approved.
• Pipe joints dependent on friction characteristics or
resilience of combustible materials for mechanical
continuity or liquid tightness of piping allowed only
outside of building.
+ Pipe Bends: </=90o or at a radius less than 5
diameters of the nominal trade size of the pipe/tube
[radius measured from inside edge of pipe/tube].
+ Testing: One [1] of the following, prior piping system
being enclosed or placed in use --no leakage or
permanent distortion for >/=10 minutes:
• Hydrostatically tested to >/=150% of maximum
anticipated system pressure.
• Pneumatically tested to >/=110% of maximum
anticipated system pressure, but not less than 5 psig
at highest point of the system.
+ Identification:
• Piping/Tubing: Piping/tubing identified to indicate
material conveyed with directional arrows --per ANSI
A 13.1 --as follows:
* Each valve.
* Each wall, floor, ceiling penetration.
* Each change in direction.
* Every 20' or fraction thereof throughout piping runs.
Supports: Adequately supported & seismically braced,
with bracing/support in accordance with the following:
I a A It
:.:'I· ,. :· '. ·.J~ypportJnfei;vals , :: .',t::
</=6'
3/4"=1" I </=8'
>/=1-1/4" -Horizontal I </=10'
>/=1-1/4" -Vertical I Every Floor Level
+UFC 7901.11
+ UFC 8001.4.3
Technical Report -New H3/H7 Room
Code Requirements & Conditions -11/24/98 w/5-11-99 Rev -Page 22 of 30
-------------------ISIS PHARMACEUTICALS INC.: 2282 Faraday Avenue, Carlsbad CA
UNIFORM CODES ANALYSIS
16. Equipment,
Machinery, Vessels
& Processes
[New 11H3/H7"
Occupancy Addition]
17. Liquid Blending &
Transfer
Operations
[New "H3/H7"
Occupancy Addition]
[5-11-99 Changes]
• Equipment, machinery and vessels associated with
hazardous materials storage & process operations will
be In accordance with applicable Code requirements.
• See equipment & process plans provided separately
by others.
+ See Section 2.0.
+Blending:
• Some liquids may be mixed/blended in vessels prior
to transfer out of the room.
• None of the blending operations will involve
incompatible or reactive materials or incompatible or
reactive processes.
• See equipment & process plans provided separately
by others.
• See Section 2.0 for description of mixing/blending
operations.
+ Liquid Transfer:
• Liquid transfer operations will be in accordance with
Code requirements.
• None of the liquid transfer operations will involve
incompatible or reactive materials or reactive
processes.
• All liquid transfer operations will be through piped
systems [use-closed system conditions], and will
involve low-pressure conditions [<15 psig].
• See equipment & process plans provided separately
by others.
• See Section 2.0 for description of liquid transfer
operations.
... uit' m_·_e _______ t_ S~ __ -_& ____ -:_:_:o_·_-_ ond_._iti_o_-,_,_ n_·_·_;~~"t_'~I~ eg_~ ... Ji .. __ n _,_ .... _.~ ··= ~··--..... -~~ ,
Equipment, machinery, vessels & processes to be
approved, listed or designed and constructed in
accordance with approved standards for the intended
use.
+ Liquid Transfer Methods: One [1] of the following
methods
• Transfer through an approved closing piping system
[see Item 15].
• Transfer by an approved pump taking suction through
an opening in the top of the vessel.
• Gravity transfer through an approved self or automatic
closing valve when the vessels and transfer
operations are provided with spill control & secondary
containment [see Item 19].
+ Positive Displacement Pumps: One [1] of the
following provided to prevent overpressure:
• Pressure relief discharging back to the vessel, pump
suction or other suitable location; or
• Interlocks to prevent overpressure.
+ Pressurized Systems:
• Only inert gases --air & oxygen cannot be used for
pressurization.
• Controls & pressure-relief devices provided to limit
pressure to </=maximum working pressure of system.
• Vessel required to be a pressure vessel approved for
the intended use if pressure operated devices are
located within the vessel.
+ Prevention of Static Accumulations -Class I
Flammable Liquids: Bonding/grounding required for
Class I Flammable Liquid transfer systems to prevent
static accumulations.
+ UFC 7902.1.8
+ UFC 8001.4.4
+ UFC 7903.1.3
+UFC 8004.1.17
-
~ Eriksen-Rattan Associates Inc.
8989 Rio San Diego Drive/Suite 200 -San Diego CA 92108
Technical Report -New H3/H7 Room
Code Requirements & Conditions -11/24/98 w/5-11-99 Rev -Page 23 of 30
------------ISIS PHARMACEUTICALS INC.: 2282 Faraday Avenue, Carlsbad CA
UNIFORM CODES ANALYSIS
-------
18. Limit Controls
[New "H3/H7"
Occupancy Addition]
• Limit controls in accordance with applicable Code
requirements will be provided --i.e.:
Same as SE proposed conditions. See also Item 16 for
piping system controls.
• UFO 8003.1.14
• UFC 8004.1.6
~ Eriksen-Rattan Associates Inc.
• Pressure Control:
* Not specifically applicable to IPI conditions -there
will be no stationary tanks & equipment containing
materials, which can generate pressures
exceeding the tank or equipment design limits due
to exposure fires or internal reaction. However,
pressure-limiting or relief devices will be a part of
the overall process system design.
* See process plans submitted separately by others.
• Temperature Control:
* Room: Temperature control will be provided to
maintain normal ambient temperatures within the
room.
* Temperature Sensitive Materials: Not applicable to
IPI conditions.
• Liquid Level Limit Controls:
* Liquid level limit controls will be provided for liquids
piped to & from vessels inside the new room.
* Liquid level limit controls will be provided for liquids
piped from vessels in the new room to vessels
located in existing Control Area 1.
* Controls may include one [1] or more of the
following conditions for automatic shut-off of the
source supply:
• Excess flow control.
• High liquid level shut-off.
Note that automatic shut-offs are not required
because liquid transfer operations will not involve
open system transfer/process operations.
+ See process drawings provided by separately by
others.
8989 Rio San Diego Drive/Suite .200 -San Diego CA 92108
Technical Report -New H3/H7 Room
Code Requirements & Conditions -11 /24/98 w/5-11-99 Rev -Page 24 of 30
-------------------ISIS PHARMACEUTICALS INC.: 2282 Faraday Avenue, Carlsbad CA
UNIFORM CODES ANALYSIS
19. Spill Control,
Drainage &
Containment
[New "H3/H7"
Occupancy Addition]
[5-11-99 Changes]
20. Emergency Alarm
System
[New "H3/H7"
Occupancy Addition]
~ Eriksen-Rattan Associates Inc.
• 5-11-99 Change -Spill Control:
• Spill control for largest vessel [500 gallons] in
accordance with applicable Code requirements will
be provided.
• Refer to Safety Storage TM plans submitted
separately by others.
+ 5-11-99 Change -Containment:
• Containment capacity >2,900 gallons will be
provided, which exceeds the volume of the largest
vessel [500 gallons] and an additional 10% for
displacement.
• Containment of 20-minute fire sprinkler discharge is
not required because an approved dry chemical fire
extinguishing system will be provided as an alternate
to fire sprinkler system protection.
• Monitoring: Monitoring of the spill control &
containment areas will be accomplished through visual
observations.
+ An emergency alarm system in accordance with
applicable Code requirements will be provided.
• See Safety Storage TM plans provided separately by
others.
8989 Rio San Diego Drive/Suite 200 -San Diego CA 92108
,~ll~.Q.~etR~qQlr,m~11t~r~'QQO<J.ltt~h~-1~1:~~4\Cg:~.~~jB~fft!fi~"
+ Spill Control:
• Floors to be sloped, constructed with sumps &
collections, recessed >/=4"; provided with a >/=4"
liquid-tight raised sill or otherwise constructed to
retain a spill from the largest vessel stored therein.
• Floors/sills to be noncombustible, except for
surfacing.
• Surfacing materials used on floors, sills, etc. to be
compatible with materials stored.
• Containment:
• Contain spill from largest vessel [500 gallons].
• Fire sprinkler system design flow rate need not be
included when dry chemical fire extinguishing system
is provided as an alternate to fire sprinklers, when
specifically approved by the Fire Department.
• If vessels are stored within the containment area, an
additional 10% containment capacity is required.
• Containment is allowed to be comprised of
containment only, drainage only or a combination of
containment & drainage.
• Monitoring: Same as IPI conditions -visual
observation is the pJeferred monitoring method.
+ Emergency alarm-initiating devices to .be installed
outside each exit door.
+ Activation of the system to initiate a local audible &
visual alarm to alert occupants of an emergency
situation involving hazardous materials.
• System to be supervised/monitored by one [1] of the
following methods:
• Signal transmitted to an approved central, proprietary
or remote station service; or
• Signal transmitted to a constantly attended on-site
location.
• System to be connected to an emergency power
system. See Item 21.
+ UBC 307.2.2
+UBC 307.2.3
+ UBC 307.2.4
+UFC 7901.8
+ UFC 7902.5.11.3
+UFC 8003.1.7
+UFC 8003.1.15
Technical Report -New H3/H7 Room
Code Requirements & Conditions -11/24/98 w/5-11-99 Rev -Page 25 of 30
-------------------ISIS PHARMACEUTICALS INC.: 2282 Faraday Avenue, Carlsbad CA
UNIFORM CODES ANALYSIS
~~~iPli~-ilrli-litiriti~~\~d~~~~~~~~,fi~~~~~~~~'O.n~A~gein,,;r~ro~:~-~~~~~~;_~~~~-;:;;·~;~;;;;t,;~~;~:~;;;;~;~;~-;;;.;(;-,~~:~~;,;~;~~~~;~~'-~ ,,~"""lf~~~-~J.t,-.,i~~~,~~~~-:,.l'i-\"½"t-1.~f~q~n~~)~~-:;"lt',~~~:~'{:,..~}~~~~~~~:,,.',~"~''-.. ( ___ ontc·~~~nnl'litinn~:$~~~~~~~:~1£iZ"lgg4i1:nt1~:ct\RAtt1rAn·~
21. Emergency &
Standby Power
Systems
[New "H3/H7"
Occupancy Addition]
[5-11-99 Changes]
22. Lighting
[New "H3/H7"
Occupancy Addition]
~ Eriksen-Rattan Associates Inc.
• Emergency power in accordance with applicable Code
requirements will be provided.
+ Refer to electrical, process and Safety Storage™
plans submitted separately by others.
+ Lighting in accordance with applicable Code
requirements will be provided.
+ See electrical and Safety Storage™ plans submitted
separately by others.
8989 Rio San Diego Drive/Suite 200-San Diego CA 92108
+ Emergency Power System:
• Systems Requiring Emergency Power System:
Required to automatically supply required electrical
systems when normal power is interrupted for:
* Electrically operated limit controls --see Item 18.
* Mechanical exhaust ventilation system --see Item
10.
* Emergency alarm system.
* Exit illumination.
* Exit sign illumination.
• Emergency Power System Requirements: An
emergency power source is described by the
National Electrical Code as a source of power that, in
the event of failure of the normal supply, is available
within 10 seconds of normal power failure. The
emergency power system may consist of one [1] or
more of the following as approved by the City of San
Diego Building & Fire Departr:nents:
* On-site storage batteries.
* On-site generator set.
* On-site uninterruptible power supply [UPS system].
• 5-11-99 Change -Standby Power System:
• Systems Requiring Standby Power System:
Required to automatically supply required electrical
systems when normal power is interrupted for:
* Dry chemical fire extinguishing system --see Item
12.
• Standby Power System Requirements: Same as
emergency power system, except that that standby
power source must be available within 30 seconds of
normal p_ower failure.
+UBC 307.2.7
+UBC 307.2.8
+UFC 8003.1.13
+ Adequate lighting by natural or artificial means required. I + UFC 8004.1.11
+ Artificial lighting to be in accordance with the /ES
Lighting Handbook.
Technical Report -New H3/H7 Room
Code Requirements & Conditions -11/24/98 w/5-11-99 Rev -Page 26 of 30
-------------------ISIS PHARMACEUTICALS INC.: 2282 Faraday Avenue, Carlsbad CA
UNIFORM CODES ANALYSIS
23. Ignition Source
Control
[New "H3/H7"
Occupancy Addition]
24. Water Supply
[New "H3/H7"
Occupancy Addition]
25. Fire Department
Access
[New "H3/H7"
Occupancy Addition]
26. Premises
Identification
[New "H3/H7"
Occupancy Addition]
,, \ ,, 'i'"·"· .iif!".it,;~ Fi ·C" ·. trt"""'"s"i!i ;lfi~-~,,.!J!ffi~.,J .i,lil ..• QIL !., J~D.mi
+ General: Control of ignition sources and electrical
equipment, wiring and devices will be in accordance I Same as IPI conditions.
with applicable Code conditions and requirements.
• Open Flames & High Temperature Devices: None -·
not applicable to IPI conditions.
+Electrically Classified Areas: See Item 14.
+ Prevention of Static Electricity -Class I Flammable
Liquids: Precautions will be taken to prevent the
accumulation of static electricity. See Item 17.
+ Existing site water supply. I Same as IPI conditions -existing site water supply.
+ Refer to plans submitted separately by others.
• Access Roadways for Fire Department Apparatus: \ Same as IPI conditions -existing Fire Department
• Existing Fire Department apparatus access access.
roadways ..
• Refer to plans submitted separately by others.
+ Key Box [Knox Box]:
• Existing key box conditions are presumed to comply.
• IPI will provide keys for the new room as required by
the Fire De_eartment.
• Existing premises identification. I Same as IPI conditions-existing premises identification.
+ Refer to plans submitted separately by others.
+UFC 7901.4
+UFC 7901.10
+UFC 8001.9
+UFC 903.2
+UFC 903.3
+ UFC Appendix Ill-A
+ UFC Appendix 111-B
+UFC 901.4
+UFC 902.2
+UFC 902.3
+UFC 902.4
+ UFC 901.4.4
.6, Eriksen-Rattan Associates Inc.
8989 Rio San Diego Drive/Suite 200-San Diego CA 92108
Technical Report -New H3/H7 Room
Code Requirements & Conditions -11/24/98 w/5-11-99 Rev -Page 27 of 30
--------·-----------ISIS PHARMACEUTICALS INC.: 2282 Faraday Avenue, Carlsbad CA
UNIFORM CODES ANALYSIS
27. Indoor Hazardous
Materials Handling
& Transportation
[New "H3/H7"
Occupancy Addition]
~ Eriksen-Rattan Associates Inc.
+ Transport of Hazardous Materials in Exit Corridors:
Not applicable to IPI conditions -there will be no exit
corridors associated with the new room.
+ Powered Industrial Trucks/Forklifts:
• LPG or battery powered drum and/or lift trucks may
be used to move materials to and from the new
room.
• IPI has indicated that if such operations occur, they
will be in accordance with applicable Code
conditions and requirements.
+ Incompatible Materials: Not applicable to IPI
conditions -no incompatible materials.
8989 Rio San Diego Drive/Suite 200· -San Diego CA 92108
,, .. ,co<teice "uire ,. entsi&'-"Concrtio sr·· It ... , ., .... ·"'''···q ".,.. .. m ·"··· '!--....... .I . Jl. ,,,.
+ Transport of Hazardous Materials in Exit Corridors:
Same as IPI conditions -not applicable.
• Powered Industrial Trucks/Forklifts:
• General: Powered industrial trucks used to transport
Flammable/Combustible to be listed & labeled for use
with transport of such liquids.
• LPG Powered:
* Refueling/exchange of removable fuel containers
and repairs done outdoors.
* </=2 fuel containers per forklift.
* Total water capacity of fuel containers per forklift not
to exceed 105 pounds [nqminal 45 pound LP-Gas
capacity].
* No parking of or unattended forklifts in areas
accessible to the public.
* No parking of or unattended forklifts in areas of
excessive heat or near sources of ignition.
* Forklifts not in use to be separated from combustible
storage by >/=20' distance.
• Approved Battery Powered:
* >/=5' to be maintained between battery chargers
and combustible storage.
* Indoor battery-charging to be conducted in non-
public accessible areas.
* Ventilation to be provided in indoor battery-charging
areas to prevent accumulation of flammable gases
[>/=6 air changes per hour, with exhaust taken at a
point near the highest point of the area (</=12" from
highest point)].
* Repairs to be done outdoors, or in an indoor area
specifically approved by the Fire Department.
+ Incompatible Materials: Same as IPI conditions -not
applicable.
+UFC 210
+UFC 1108
+UFC 7901.12
+ UFC 8001.9.8
+UFC 8001.10
Technical Report -New H3/H7 Room
Code Requirements & Conditions -11/24/98 w/5-11-99 Rev -Page 28 of 30
-------------------ISIS PHARMACEUTICALS INC.: 2282 Faraday Avenue, Carlsbad CA
UNIFORM CODES ANALYSIS
28. Emergency
Response,
Training &
Procedures
[New "H3/H7"
Occupancy Addition]
29. Permits
[New "H3/H7"
Occupancy Addition]
~ Eriksen-Rattan Associates Inc.
+ Existing conditions are presumed to comply.
+ Emergency response, training & procedures in
accordance with applicable Code requirements will be
provided as required by the Fire Department.
+ Refer to plans & details provided separately by IPI.
+ Permits as required by the Fire Department will be
obtained by IPI.
+ Plans as required by the Fire Department will be
submitted by IPI.
8989 Rio San Diego Drive/Suite 200 -San Diego CA 92108
·" ·eocf 'Sr,0e' a·fe'""'e'nts/11.: c.o ditio· 'I'' ' .,, .• J~~-JLJ,,",m .. ---A,~w .... JL -ITT
. + Material Safety Data Sheets [MSDS]: Maintained on-
site.
+ Hazardous Materials Management Plan [HMMP]:
May be required by the Fire Department.
+ Hazardous Materials Inventory Statement [HMIS]:
May be required by the Fire Department.
+ Personnel Training & Written Procedures:
• Employees to be familiar with the chemical nature of
the materials and appropriate mitigating actions
necessary in the vent of fire, leak or spill.
• Persons designated & trained to liaison personnel for
Fire Department --i.e.: aid Fire Department in
preplanning emergency responses & identification of
hazardous materials locations/conditions.
+ Emergency Equipment: Provisions made for
controlling/mitigation leaks/spills [i.e.: clean-up
materials, disposal_proced_u_rE3s, etc.}.
Permits and plans for the new hazardous materials I + UFC 7901.3
storage and use may be required by the Fire Department. + UFC 8001.3
Technical Report-New H3/H7 Room
Code Requirements & Conditions -11/24/98 w/5-11-99 Rev-Page 29 of 30
-------------------1S1S PHARMACEUTICALS INC.: 2282 Faraday Avenue, Carlsbad CA
UNIFORM CODES ANALYSIS
30. Hazard
Identification
Signage
[New "H3/H7"
Occupancy Addition]
~ Eriksen-Rattan Associates Inc,
Hazard identification signage as required by the Fire
Department will be provided.
8989 Rio San Diego Drive/Suite 200-San Diego CA 92108
, i;,g'"in.eq·mr.e·· ,c·~'5i.. ....... '-,;;....;:.;:.;;;],.,,:.:;.~~--..,...,., i;O.QIJU.Q,9\U~ffl~P,~lt\Q~~t9~i~~n + The Fire Department may require that hazard
identification signage be provided outside, at entrances
to and inside the new room.
+ Signage for the new room should indicate the following
hazardous materials conditions, based on the
Attachment 1 inventory information. Storage and use
other than the inventory indicated in Attachment 1 may
change the signage identification requirements.
• Health: 3
• Flammability: 3
• Reactivity: 2
• Special: COR
• Signs are generally required to be in accordance with
the following:
• Measure 15-inches on each side.
• Have white reflective letters/numbers on blue or red
backgrounds and black reflective letters/numbers on
. __ Whit~. E;alJd yeJLQYJ. ~a.ckgr2undo!_=_
Technical Report -New H3/H7 Room
Code Requirements & Conditions -11/24/98 w/5-11-99 Rev -Page 30 of 30
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ISIS PHRAMACEUTICALS: 2282 Faraday Avenue, Carlsbad CA
UNIFORM CODES ANALYSIS
TECHNICAL REPORT
HAZARDOUS MATERIALS INVENTORY ANALYSIS
ATTACHMENT 1
24 November with 11 May 1999 Revisions
Prepared by
.6,Eriksen-Rattan Associates Inc.
8989 Rio San Diego Drive -Suite 200
San Diego, California 92108-2048
Telephone 619.299.6444
FAX 619.299.1229
EMAIL eraf@eciti.com
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ISIS PHRAMACEUTICALS: 2282 Faraday Avenue,-Carlsbad CA
UNIFORM CODES ANALYSIS
TECHNICAL REP-ORT
,HAZARDOUS MATERIALS INVENTORY ANALYSIS:
ATTACHMENT 1 ~A -SUMMARY-& EXEMPT _AMOUNTS
24 November with 11 May 1999 Revisions
Prepared by
D.Eriksen-Rattan Associates Inc.
8989 Rio San Diego Drive -.Suite 200
San Diego, California 92108-2048
Telephone 619.299.6444
FAX 619.299.1229
EMAIL erai@eciti.com
---------
HAZARDOUS MATERIALS and OCCUPANCY CLASSIFICATION ANALYSIS
UBC TABLE 3-D/UFC TABLE 8001.13-A SUMMARY -PHYSICAL HAZARD MATERIALS
Isis Pharmaceuticals Inc.· 2282 Faraday Avenue, Carlsbad CA -New H3/H7 Room
STORAGE
Solids Liquid Gas
Material Lbs Gins Cf
Combustible Liquids II 123.2086
---
Combustible Liquids Ill-A 131.1338
Flammable Liquids 1-B 619.8536
Flammable Liquids 1-C 147.0000
---
Water Reactives 1 123.2086
----
USE CLOSED
Solid Liquid Gas
Lbs Gins Cf
NEW ROOM IS CLASSIFIED AS A H-3 OCCUPANCY BASED ON THE USE and STORAGE OF PHYSICAL HAZARD MATERIALS.
Storage Amount= Storage or Use-Closed System Amount.
Building is protected throughout by an automatic fire sprinkler system.
--
Solid
Lbs
--
USE OPEN
Liquid
Gins
SUMMARY -HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS -ERIKSEN-RATTAN ASSOCIATES INC. -5/11/99 ~ PAGE 1
-
Gas
Cf
-
-------------HAZARDOUS MATERIALS and OCCUPANCY CLASSIFICATION ANALYSIS
UBC TABLE 3-D/UFC TABLE 8001.13-A SUMMARY -PHYSICAL HAZARD MATERIALS
Isis Pharmaceuticals Inc. -2282 Faraday Avenue, Carlsbad CA -New H3/H7 Room
!combustible Liquids II I I Storage I I Units I
123.2086 Gins TOTAL Combustible Liquids II [LIQUIDS]
AGGREGATE TOTAL Combustible Liquids II [LIQUIDS]: 123.2086 GALLONS
LIQUIDS HAVING FIRE POINTS -1994 UBC TABLE 3-D/UFC TABLE 8001.13-A EXEMPT AMOUNTS PER CONTROL AREA.
LIQUIDS HAVING FIRE POINTS -1997 UBC TABLE 3-D/UFC TABLE 8001.15-A EXEMPT AMOUNTS PER CONTROL AREA.
STORAGE & USE CLOSED • H-3 OCCUPANCY REQUIRED ONLY FOR >EXEMPT AMOUNTS.
USE OPEN & PRESSURIZED SYSTEMS >15 PSIG • H-2 OCCUPANCY REQUIRED ONLY FOR >EXEMPT AMOUNTS.
STORAGE/AGGREGATE EXEMPT AMOUNT· NO CABINETS: 240 GALLONS
STORAGE/AGGREGATE EXEMPT AMOUNT -WITH CABINETS: 480 GALLONS
USE CLOSED EXEMPT AMOUNT: 240 GALLONS
USE OPEN EXEMPT AMOUNT: 60 GALLONS
MEDICINES, FOOD, COSMETICS, ETC. -1994 UFC 7901.1.1/EXCEPTION 4 & 1997 UFC 7901.1/EXCEPTION 3 -
</= 50% WATER MISCIBLE FLAMMABLE/COMBUSTIBLE LIQUIDS & CONTAINERS </=4 LITERS: UNLIMITED
GROUP M OCCUPANCY -MAXIMUM QUANTITIES PER CONTROL AREA -1994/1997 UFC TABLE 7902.5-B • COMBINATION 1-B, 1-C, II, Ill-A:
CEILINGS </=18" HIGH· </=6' SHELF STORAGE, </=4.5' OTHER STORAGE: 7,500 GALLONS
SPECIAL SPRINKLER SYSTEM PROTECTION: 15,000 GALLONS
!Combustible Liquids Ill-A I Storage j I Units I
131.1338 Gins TOTAL Combustible Liquids Ill-A [LIQUIDS)
AGGREGATE TOTAL Combustible Liquids Ill-A [LIQUIDS): 131.1338 GALLONS
LIQUIDS HAVING FIRE POINTS -1994 UBC TABLE 3-D/UFC TABLE 8001.13-A EXEMPT AMOUNTS PER CONTROL AREA.
LIQUIDS HAVING FIRE POINTS -1997 UBC TABLE 3-D/UFC TABLE 8001.15-A EXEMPT AMOUNTS PER CONTROL AREA.
STORAGE & USE CLOSED • H-3 OCCUPANCY REQUIRED ONLY FOR >EXEMPT AMOUNTS.
USE OPEN & PRESSURIZED SYSTEMS >15 PSIG • H-2 OCCUPANCY REQUIRED ONLY FOR >EXEMPT AMOUNTS.
STORAGE/AGGREGATE EXEMPT AMOUNT· NO CABINETS: 660 GALLONS
STORAGE/AGGREGATE EXEMPT AMOUNT· WITH CABINETS: 1,320 GALLONS
USE CLOSED EXEMPT AMOUNT: 660 GALLONS
USE OPEN EXEMPT AMOUNT: 160 GALLONS
MEDICINES, FOOD, COSMETICS, ETC. -1994 UFC 7901.1.1/EXCEPTION 4 & 1997 UFC 7901.1/EXCEPTION 3 •
</= 50% WATER MISCIBLE FLAMMABLE/COMBUSTIBLE LIQUIDS & CONTAINERS </=4 LITERS: UNLIMITED
GROUP M OCCUPANCY -MAXIMUM QUANTITIES PER CONTROL AREA -1994/1997 UFC TABLE 7902.5-B • COMBINATION 1-B, 1-C, 11, Ill-A:
CEILINGS </=18' HIGH -</=6' SHELF STORAGE, </=4.5' OTHER STORAGE: 7,500 GALLONS
SPECIAL SPRINKLER SYSTEM PROTECTION: 15,000 GALLONS
Storage Amount= Storage or Use-Closed System Amount.
Building is protected throughout by an automatic fire sprinkler system.
-----
~ IUnitsl ~ !Units!
0.0000 Gins 0.0000 Gins
~ !Units! ~ IUnitsl
0.0000 Gins 0.0000 Gins
SUMMARY -HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS -ERIKSEN-RATTAN ASSOCIATES INC. -5/11/99 -PAGE 2
-
-------------
HAZARDOUS MATERIALS and OCCUPANCY CLASSIFICATION ANALYSIS
UBC TABLE 3-0/UFC TABLE 8001.13-A SUMMARY -PHYSICAL HAZARD MATERIALS
Isis Pharmaceuticals Inc. -2282 Faraday Avenue, Carlsbad CA -New H3/H7 Room
!Flammable Liquids I-B I I storage I I Units I
TOTAL Flammable Liguids I-B {LIQUIDS] 619.8536 Gins
AGGREGATE TOTAL Flammable Liguids I-B [LIQUIDS]: 619.8536 GALLONS
LIQUIDS HAVING FIRE POINTS -1994 UBC TABLE 3-D/UFC TABLE 8001.13-A EXEMPT AMOUNTS PER CONTROL AREA.
LIQUIDS HAVING FIRE POINTS -1997 UBC TABLE 3-D/UFC TABLE 8001.15-A EXEMPT AMOUNTS PER CONTROL AREA.
STORAGE & USE CLOSED· H-3 OCCUPANCY REQUIRED ONLY FOR >EXEMPT AMOUNTS.
USE OPEN & PRESSURIZED SYSTEMS >15 PSIG • H-2 OCCUPANCY REQUIRED ONLY FOR >EXEMPT AMOUNTS.
STORAGE/AGGREGATE EXEMPT AMOUNT· NO CABINETS: 120GALLONS
STORAGE/AGGREGATE EXEMPT AMOUNT· WITH CABINETS: 240GALLONS
USE CLOSED EXEMPT AMOUNT: 120GALLONS
USE OPEN EXEMPT AMOUNT: 30GALLONS
MEDICINES, FOOD, COSMETICS, ETC. -1994 UFC 7901.1.1/EXCEPTION 4 & 1997 UFC 7901.1/EXCEPTION 3 -
</= 50% WATER MISCIBLE FLAMMABLE/COMBUSTIBLE LIQUIDS & CONTAINERS </=4 LITERS: UNLIMITED
GROUP M OCCUPANCY· MAXIMUM QUANTITIES PER CONTROL AREA· UFC TABLE 7902.5-B • COMBINATION I-B, I-C, II, Ill-A:
CEILINGS </=18' HIGH -</=6' SHELF STORAGE, </=4.5' OTHER STORAGE: 7,500 GALLONS
SPECIAL SPRINKLER SYSTEM PROTECTION: 15,000 GALLONS
!Flammable Liquids I-C I I Storage I I Units I
TOTAL Flammable Liguids I-C [LIQUIDS] 147.0000
AGGREGATE TOTAL Flammable Liguids I-C [LIQUIDS]: 147.00_Q_Q C3ALLONS
LIQUIDS HAVING FIRE POINTS -1994 UBC TABLE 3-D/UFC TABLE 8001.13-A EXEMPT AMOUNTS PER CONTROL AREA.
LIQUIDS HAVING FIRE POINTS -1997 UBC TABLE 3-D/UFC TABLE 8001.15-A EXEMPT AMOUNTS PER CONTROL AREA.
STORAGE & USE CLOSED· H-3 OCCUPANCY REQUIRED ONLY FOR >EXEMPT AMOUNTS.
USE OPEN & PRESSURIZED SYSTEMS >15 PSIG • H-2 OCCUPANCY REQUIRED ONLY FOR >EXEMPT AMOUNTS.
STORAGE/AGGREGATE EXEMPT AMOUNT -NO CABINETS:
STORAGE/AGGREGATE EXEMPT AMOUNT· WITH CABINETS:
USE CLOSED EXEMPT AMOUNT:
USE OPEN EXEMPT AMOUNT:
MEDICINES, FOOD, COSMETICS, ETC. -1994 UFC 7901.1.1/EXCEPTION 4 & 1997 UFC 7901.1/EXCEPTION 3 -
180 GALLONS
360 GALLONS
180GALLONS
60GALLONS
</= 50% WATER MISCIBLE FLAMMABLE/COMBUSTIBLE LIQUIDS & CONTAINERS </=4 LITERS: UNLIMITED
GROUP M OCCUPANCY· MAXIMUM QUANTITIES PER CONTROL AREA· UFC TABLE 7902.5-B. COMBINATION I-B, I-C, II, Ill-A:
CEILINGS </=18' HIGH· </=6' SHELF STORAGE, </=4.5' OTHER STORAGE: 7,500 GALLONS
SPECIAL SPRINKLER SYSTEM PROTECTION: 15,000 GALLONS
Storage Amount = Storage or Use-Closed System Amount.
Building is protected throughout by an automatic fire sprinkler system.
Gins
----
I UC I !Units! I uo I
0.0000 Gins 0.0000
I UC I I Units! I uo I
0.0000 Gins 0.0000
SUMMARY· HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS -ERIKSEN-RATTAN ASSOCIATES INC. -5/11/99 • PAGE 3
--
!Units!
Gins
I Units I
Gins
---------HAZARDOUS MATERIALS and OCCUPANCY CLASSIFICATION ANALYSIS
UBC TABLE 3-D/UFC TABLE 8001.13-A SUMMARY -PHYSICAL HAZARD MATERIALS
Isis Pharmaceuticals Inc. -2282 Faraday Avenue, Carlsbad CA -New H3/H7 Room
!Water Reactives 1 I
TOTAL Water Reactives 1 [LIQUIDS]
AGGREGATE TOTAL Water Reactives 1 [LIQUIDS):
----
! Storage ! I Units j
123.2086 Gins
123.2086 GALLONS
1994 UBC TABLE 3-D/UFC TABLE 8001.13-A EXEMPT AMOUNTS PER CONTROLAREA-H OCCUPANCY NOT REQUIRED IN SPRINKLERED BUILDING.
1997 use TABLE 3-D/UFC TABLE 8001.15-A EXEMPT AMOUNTS PER CONTROL AREA-H OCCUPANCY NOT REQUIRED IN SPRINKLERED BUILDING.
STORAGE/AGGREGATE EXEMPT AMOUNT -NO CABINETS: UNLIMITED
STORAGE/AGGREGATE EXEMPT AMOUNT -WITH CABINETS: UNLIMITED
USE CLOSED EXEMPT AMOUNT: UNLIMITED
USE OPEN EXEMPT AMOUNT: UNLIMITED
Storage Amount= Storage or Use-Closed System Amount.
Building is protected throughout by an automatic fire sprinkler system.
-----
~ !Units! ~ !Units!
0.0000 Gins 0.0000 Gins
SUMMARY -HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS -ERIKSEN-RATTAN ASSOCIATES INC. -5/11/99-PAGE 4
-
---------HAZARDOUS MATERIALS and OCCUPANCY CLASSIFICATION ANALYSIS
UBC TABLE 3-E/UFC TABLE 8001.13-8 SUMMARY· HEALTH HAZARD MATERIALS
Isis Pharmaceuticals Inc. -2282 Faraday Avenue, Carlsbad CA -New H3/H7 Room
Material
Corrosives
Irritants
Other Health Hazards
Solids
Lbs
143.6500
STORAGE
Liquid
Gins
401.3424
619.8536
147.0000
Gas
Cf
-
Solid
Lbs
--
USE CLOSED
Liquid
Gins
-
Gas
Cf
--
Solid
Lbs
NEW ROOM NEED NOT BE CLASSIFIED AS A GROUP H OCCUPANCY BASED ON THE USE and STORAGE OF HEALTH HAZARD MATERIALS.
Storage Amount= Storage or Use-Closed System Amount.
Building is protected throughout by an automatic fire sprinkler system.
--
USE OPEN
Liquid
Gins
SUMMARY -HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS -ERIKSEN-RATTAN ASSOCIATES INC. -5/11/99 -PAGE 5
-
Gas
Cf
-
----------------HAZARDOUS MATERIALS and OCCUPANCY CLASSIFICATION ANALYSIS
UBC TABLE 3-E/UFC TABLE 8001.13-B SUMMARY -HEALTH HAZARD MATERIALS
Isis Pharmaceuticals Inc. -2282 Faraday Avenue, Carlsbad CA -New H3/H7 Room
!Corrosives !
TOTAL Corrosives {LIQUIDS]
AGGREGATE TOTAL Corrosives [LIQUIDS):
j Storage I ! Units!
401.3424 Gins
401.3424 GALLONS
1994 UBC TABLE 3-E/UFC TABLE 8001.13-B EXEMPT AMOUNTS PER CONTROL AREA· H-7 OCCUPANCY REQUIRED ONLY FOR >EXEMPT AMOUNTS.
1997 UBC TABLE 3-E/UFC TABLE 8001.15-B EXEMPT AMOUNTS PER CONTROL AREA -H-7 OCCUPANCY REQURIED ONLY FOR >EXEMPT AMOUNTS.
STORAGE/AGGREGATE EXEMPT AMOUNT· NO CABINETS: 10,000 POUNDS+ 1,000 GALLONS & 1,620 CUBIC FEET
STORAGE/AGGREGATE EXEMPT AMOUNT· WITH CABINETS: 20,000 POUNDS+ 2,000 GALLONS & 3,240 CUBIC FEET
USE CLOSED EXEMPT AMOUNT: 10,000 POUNDS + .1,000 GALLONS & 1,620 CUBIC FEET
USE OPEN EXEMPT AMOUNT: 2,000 POUNDS + 200 GALLONS
UC
0.0000
1994 UFC 8001.12 RETAIL/WHOLESALE STORAGE/DISPLAY· EXEMPT AMOUNTS PER MIS OCCUPANCY CONTROL AREA: 19,500 POUNDS+ 1,950 GALLONS
1997 UFC 8001.14 RETAIL/WHOLESALE STORAGE/DISPLAY· EXEMPT AMOUNTS PER M/S OCCUPANCY CONTROL AREA: 19,500 POUNDS+ 1,950 GALLONS
I Irritants I ! Storage I IUnitsl I UC
TOTAL Irritants [SOLIDS] 143.6500 Lbs 0.0000
AGGREGATE TOTAL Irritants [SOLIDS]: 143.6500 POUNDS
TOTAL Irritants [LIQUIDS] 619.8536 Gins 0.0000
AGGREGATE TOTAL Irritants [LIQUIDS]: 619.1)536 GALLONS
!Units!
Gins
I !Units!
Lbs
Gins
NON-CONSUMER PRODUCTS 0 1994 UBC TABLE 3-E/UFC TABLE 8001.13-B EXEMPT AMOUNTS PER CONTROL AREA -H-7 OCCUPANCY REQUIRED ONLY FOR >EXEMPT AMOUNTS.
STORAGE/AGGREGATE EXEMPT AMOUNT -NO CABINETS: 10,000 POUNDS+ 1,000 GALLONS & 1,620 CUBIC FEET
STORAGE/AGGREGATE EXEMPT AMOUNT· WITH CABINETS: 20,000 POUNDS+ 2,000 GALLONS & 3,240 CUBIC FEET
USE CLOSED EXEMPT AMOUNT: 10,000 POUNDS+ 1,000 GALLONS & 1,620 CUBIC FEET
USE OPEN EXEMPT AMOUNT: 2,000 POUNDS + 200 GALLONS
CONSUMER PRODUCTS -1994 UBC TABLE 3-E/UFC TABLE 8001.13-B FOOTNOTE 9: UNLIMITED
1997 UBC TABLE 3-E/UFC TABLE 8001.15-B EXEMPT AMOUNTS IN SPRINKLERED BUILDING: UNLIMITED
Storage Amount= Storage or Use-Closed System Amount.
Building is protected throughout by an automatic fire sprinkler system.
I
--
~ !Units!
0.0000 Gins
uo I !Units!
0.0000 Lbs
0.0000 Gins
SUMMARY· HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS -ERIKSEN-RATTAN ASSOCIATES INC. -5/11/99 -PAGE 6
-
---------HAZARDOUS MATERIALS and OCCUPANCY CLASSIFICATION ANALYSIS
UBC TABLE 3-E/UFC TABLE 8001.13-B SUMMARY -HEALTH HAZARD MATERIALS
Isis Pharmaceuticals Inc. -2282 Faraday Avenue, Carlsbad CA -New H3/H7 Room
!Other Health Hazards !
TOTAL Other Health Hazards [LIQUIDS]
AGGREGATE TOTAL Other Health Hazards (LIQUIDS):
-------
I Storage I I Units I ~ !Units!
147.0000 Gins 0.0000 Gins
147.0000 GALLONS
NON-CONSUMER PRODUCTS· 1994 UBC TABLE 3-E/UFC TABLE 8001.13-8 EXEMPT AMOUNTS PER CONTROL AREA· H•7 OCCUPANCY REQUIRED ONLY FOR >EXEMPT AMOUNTS.
STORAGE/AGGREGATE EXEMPT AMOUNT-NO CABINETS: 10,000 POUNDS+ 1,000 GALLONS & 1,620 CUBIC FEET
STORAGE/AGGREGATE EXEMPT AMOUNT -WITH CABINETS: 20,000 POUNDS+ 2,000 GALLONS & 3,240 CUBIC FEET
USE CLOSED EXEMPT AMOUNT: 10,000 POUNDS+ 1,000 GALLONS & 1,620 CUBIC FEET
USE OPEN EXEMPT AMOUNT: 2,000 POUNDS+ 200 GALLONS
CONSUMER PRODUCTS -1994 UBC TABLE 3-E/UFC TABLE 8001.13-8 FOOTNOTE 9: UNLIMITED
1997 UBC TABLE 3-E/UFC TABLE 8001.15-B EXEMPT AMOUNTS IN SPRINKLERED BUILDING: UNLIMITED
Storage Amount= Storage or Use-Closed System Amount.
Building is protected throughout by an automatic fire sprinkler system.
SUMMARY -HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS -ERIKSEN-RATTAN ASSOCIATES INC. -5/11/99 -PAGE 7
---
~ !Units!
0.0000 Gins
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ISIS PHRAMACEUTICALS: 2282 Faraday Avenue, Carlsbad CA
UNIFORM CODES ANALYSIS
TECHNICAL REPORT
. HAZARDOUS :MATERIALS INVENTORY ANALYSIS
. .
ATTACHMENT 1-8-INVENTORY ITEMIZATION [~LPHABETICALJ ·
24 November with 11 May 1999 Revisions
Prepared by
l::i.. Eriksen-Rattan Associates Inc.
8989 Rio San Diego Drive -Suite 200
San Diego, California 92108-2048
Telephone 619.299.6444
FAX 619.299.1229
EMAIL erai@eciti.com
-------------------05-11-99 Page1
Isis Pharmaceuticals Inc. -2282 Faraday Avenue, Carlsbad CA -New H3/H7 Room: INVENTORY
,,
.,: ,::, 'State',"conc% M~teriai ··/ -;:/;;--:::,, ,, :.:.· ,, , ·_:;.· < Haia~d Class·.· · : $torage · .Uf'!I~--. ~se..Ci9,~ed. l!oi~ .. l,Jse-Qpep. :·,u11its· , ~~hs. ·:::?-1_5p~r j.q~atl~n;_ ,1. : . • ,-· .. ·.-Item CAS# ' ,<N~,.:n\ ,',',, ,•_', ,'~v'' 'j{ \, ,~:.,.,•,,/ ',_ ,,', _';', ,', ,~.t', -,, ,-< ,:.,. ,'-i• <, ,' _, ,',, _,,<,' .,,':,,' .,,':•f-,~ 'Fv,,_F, -•,,_..A
108-24-7 L 100 Acetic Anhydride [Acetic Oxide] [Acetyl Oxide] CL2,CR, WR1 55.0000 Gins 0.0000 Gins 0.0000 Gins N N New H3/H7 Room -
[MP: -730; BP: 1380; FP: 130oF] [HR: H3 F2 R1 Vessels Connected
COR] for/to Liquid Transfer
Operations [Safety
Storage Structure]
·-----·---------------< • ~ -----. -· -~ --
2 108-24-7 L 100 Acetic Anhydride [Acetic Oxide) [Acetyl Oxide] CL2,CR, WR1 13.2086 Gins 0.0000 Gins 0.0000 Gins N N New H3/H7 Room -
[MP: -730; BP: 1380; FP: 130oF] [HR: H3 F2 R1 Vessels Connected
COR] for/to Liquid Transfer
Operations [Safety
Storage Structure]
3 108-24-7 L 100 Acetic Anhydride [Acetic Oxide] [Acetyl Oxide] CL2, CR, WR1 55.0000 Gins 0.0000 Gins 0.0000 Gins N N New H3/H7 Room -
[MP: -730; BP: 1380; FP: 130oF] [HR: H3 F2 R1 Storage (Safety
COR] Storage Structure)
4 75-05-8 .L 100 Acetonitrile (Amidite Diluent] [FP: 42oF; BP: 81oF) FL1B, IR 488.7198 Gins 0.0000 Gins 0.0000 Gins N N New H3/H7 Room -
[HR:H2 F3) Vessels Connected
for/to Liquid Transfer
Operations [Safety
Storage Structure)
·-----·------
5 15088-78-5 s 100 Diphenylacetyl Disulfide [Oisulfude Ester) [MP: 58-IR 77.3500 Lbs 0.0000 Lbs 0.0000 Lbs N N New H3/H7 Room -
60oC) [Incompatibility: Oxidizers) [HR: H2] Vessels Connected
for/lo Liquid Transfer
Operations (Safety
Storage Structure]
6 616-47-7 L 100 Methylimidazole (1-) [n-Methylimldiazole) [MP: -CL3A, CR 55,0000 Gins 0.0000 Gins 0.0000 Gins N N New H3/H7 Room -
60oF; BP: 198oF; FP: 198oF] [RTECS# Vessels Connected
N17000000] [HR: H3 F2 COR] for/to Liquid Transfer
Operations [Safety
Storage Structure]
7 616-47-7 L 100 Methylimidazole (1-) [n-Melhylimidiazole] [MP: -CL3A,CR 21.1338 Gins 0,0000 Gins 0.0000 Gins N N New H3/H7 Room -
60oF; BP: 198oF; FP: 198oF] [RTECS# Vessels Connected
N17000000] [HR: H3 F2 COR] for/to Liquid Transfer
Operations (Safety
Storage Structure]
8 616-47-7 L 100 Methylimidazole (1-) [n-Melhylimidiazole] [MP: -CL3A, CR 55.0000 Gins 0.0000 Gins 0.0000 Gins N N New H3/H7 Room -
60oF; BP: 198oF; FP: 198oF] [RTECS# Storage [Safety
N17000000] [HR: H3 F2 COR] Storage Structure]
9 108-99-6 L 100 Picoline (3-) [FP: 97oF; BP: 144oF] [RTECS# CR, FL1C, OHH 55.0000 Gins 0.0000 Gins 0.0000 Gins N N New H3/H7 Room -
T J4900000] [HR: F3 H3 COR) Storage [Safety
Storage Structure]
Storage Amount = Storage or Use-Closed System Amount.
Building is protected throughout by an automatic fire sprinkler system.
-------------------05-11-99 Page 2
Isis Pharmaceuticals Inc. -2282 Faraday Avenue, Carlsbad CA-New H3/H7 Room: INVENTORY
_,,\A, ,, ,• :··-,, ,/-,·;,,•',\ :t,·:--.--:···:·-,--···-----;--·,-c:.,·,,;_···.;·----;-:,-,,;<·-----;~~·-:~ ,··,,.·-~-:--·--;,----:.;.···y-,1, ,'< ', .::·,')'<< --~· ,',, { ,,,_ ,,.,'','> :i:---·--;:-,;·~·. ,,M•, -'-'../ •',•,•},",',,, / ,.,.,,<•'•>-, ',•.;••i,,~·,,4'~,, . IJem _'. CAS#: , ·,: \,.-, ,$~t~ :: g,o~c~~ -: ;,-,ijterlat?: ;{'::·::; ·./,; ':.,,:;:.,~>, ,:]· ;l,, :::;ti>.;:"'-':o ~~r~ ~~la~s )f\\ ,:, Storage-.· Ufii~ , u~~~~~ed\ Units. -. l:,l§_~<l~en. ·,;:l,ln!ts _\Cabs :?:~ sp,_~J: Loca.~on:,:·'{ ·Y ;·:'.:
, ... ,,,•, _ '" ,,_,,.(> ,,:,,,. ,,..,, ___ ....,, • ,,_,_..,,__,),,~,.,----·-"""'''~1-·•··y------·J· ~ -'---~-.-~~~-,,'$-~ ~1,, ,..,, .... ,.of.-,,,;, ,. '"" -•-t·, . ., ~·-~""--··-· ,,._..,, ___ ,~_,,.,,,,,,,,,,,_,-}!>,. ---~----f'.,.,.,...,,ff,.,
10 108-99-6 L 100 Picoline (3-)[FP: 97oF; BP: 144oFl[RTECS# CR, FL1C, OHH 55.0000 Gins 0,0000 Gins 0.0000 Gins N N New H3/H7 Room·
11 108-99-6 L
12 110-86-1 L
13 110-86-1 L
14 110-86-1 L
15 464-05-1 s
T J4900000] [HR: F3 H3 COR] Vessels Connected
for/to Liquid Transfer
Operations [Safety
Storage Structure]
100 Picoline (3-) [FP: 97oF; BP: 144oF] [RTECS# CR, FL 1C, OHH
T J4900000) [HR: F3 H3 COR]
100 Pyridine [Azabenzene] [Azine] [FP: 68oF; BP: FL 1B, IR
115oF] [HR: H2 F3)
100 Pyridine [Azabenzene) [Azine] [FP: 68oF; BP: FL 1B, IR
115oF) [HR: H2 F3)
100 Pyridine [Azabenzene) [Azine) [FP: 68oF; BP: FL 1B, IR
115oF) [HR: H2 F3)
100 Pyridinium Triflouracetate [MP: 83-860) [HR: H2] IR
37.0000 Gins
55.0000 Gins
21.1338 Gins
55.0000 Gins
66.3000 Lbs
0.0000 Gins
0.0000 Gins
0.0000 Gins
0.0000 Gins
0.0000 Lbs
0.0000 Gins
0,0000 Gins
0,0000 Gins
0.0000 Gins
0.0000 Lbs
N
N
N
N
N
N New H3/H7 Room·
Vessels Connected
for/to Liquid Transfer
Operations [Safety
Storage Structure]
N New H3/H7 Room -
Vessels Connected
for/to Liquid Transfer
Operations (Safety
Storage Structure)
N New H3/H7 Room -
Vessels Connected
for/to Liquid Transfer
Operations [Safety
Storage Structure]
N New H3/H7 Room -
Storage [Safety
Storage Structure]
N New H3/H7 Room -
Vessels Connected
for/to Liquid Transfer
Operations [Safety
Storage Structure)
Storage Amount= Storage or Use-Closed System Amount.
Building is protected throughout by an automatic fire sprinkler system.
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1515 PHRAMACEUTICALS: 2282 Faraday Avenue, Carlsbad CA
UNIFORM CODES ANALYSIS
. TECHNICAL REPORT
. -. . .
HAZARDOUS MATERIALS INVENTORY ANALYSIS.
ATTACHMENT 1-C ~ INVENTORY ITEMIZATION [SORTED/TOTAL~D] ·
24 November with 11 May 1999 Revisions
Prepared by
~Eriksen-Rattan Associates Inc.
8989 Rio San Diego Drive -Suite 200
San Diego, California 92108-2048
Telephone 619.299.6444
FAX 619.299.1229
EMAIL erai@eciti.com
-------------------
05-11-99 Page 1
Isis Pharmaceuticals Inc. -2282 Faraday Avenue, Carlsbad CA -New H3/H7 Room: Combustible Liquids II/LIQUIDS
Item CAS# State Cone% Material Hazard Class Storage Units' . Use~losed Units Use-Open _Units Cabs >15Psi~ Locatio,i(;_,. :(,':;.
l. ' :.· ,•. 'l,~, .", .... ·,;,l;_•d,_';.~! ... ,'t',•,,.""~ "{
108-24-7 L 100 Acetic Anhydride [Acetic Oxide) [Acetyl Oxide) CL2,CR, WR1 13.2086 Gins 0.0000 Gins 0.0000 Gins N N New H3/H7 Room -
[MP: -730; BP: 1380; FP: 130oF] [HR: H3 F2 R1 Vessels Connected
COR) for/to Liquid Transfer
Operations [Safety
Storage Structure)
2 108-24-7 L 100 Acetic Anhydride [Acetic Oxide] [Acetyl Oxide) CL2,CR, WR1 55.0000 Gins 0.0000 Gins 0.0000 Gins N N New H3/H7 Room -
[MP: -730; BP: 1380; FP: 130oF] [HR: H3 F2 R1 Vessels Connecfed
COR) for/to Liquid Transfer
Operations [Safety
Storage Structure)
3 108-24-7 L 100 Acetic Anhydride [Acetic Oxide] [Acetyl Oxide] CL2,9R, WR1 55.0000 Gins 0.0000 Gins 0.0000 Gins N N New H3/H7 Room -
[MP: -730; BP: 1380; FP: 130oF] [HR: H3 F2 R1 Storage [Safety
COR] Storage Structure]
TOTAL· Combustible Liquids II/LIQUIDS 123.2086 Gins 0.0000 Gins 0.0000 Gins, . ,'. . ·<~>>:;:/:.
AGGREGATE TOTAL· Combustible Liquids II/LIQUIDS 123.2086 ·Gins
"c ~·~··, ,· ·,
Storage Amount= Storage or Use-Closed System Amount.
Building is protected throughout by an automatic fire sprinkler system.
-------------------05-11-99 Page2
Isis Pharmaceuticals Inc. -2282 Faraday Avenue, Carlsbad CA-New H3/H7 Room: Combustible Liquids Ill-A/LIQUIDS
Item CAS# State Cone% Material Hazard Class · Storage Units Use-Closed Units Use-Open Units Cabs >15Psi Location
4 616-47-7 L 100 Methylimidazole (1-) [n-Methylimidiazole] [MP: -CL3A,CR 55.0000 Gins 0.0000 Gins 0.0000 Gins N N New H3/H7 Room -
60oF; BP: 198oF; FP: 198oF] [RTECS# Storage [Safety
N17000000] [HR: H3 F2 COR] Storage Structure)
5 616-47-7 L 100 Methylimidazole (1-) [n-Methylimidiazole) [MP: -CL3A,CR 55.0000 Gins 0.0000 Gins 0.0000 Gins N N New H3/H7 Room -
60oF; BP: 198oF; FP: 198oF] [RTECS# Vessels Connected
N17000000) [HR: H3 F2 COR) for/to Liquid Transfer
Operations [Safety
Storage Structure)
6 616-47-7 L 100 Methylimidazole (1-) [n-Methylimidiazole) [MP: -CL3A, CR 21.1338 Gins 0.0000 Gins 0.0000 Gins N N New H3/H7 Room -
60oF; BP: 198oF; FP: 198oF] [RTECS# Vessels Connected
N17000000] [HR: H3 F2 COR] for/to Liquid Transfer
Operations [Safety
Storage Structure]
TOTAL -Combustible Liquids Ill-A/LIQUIDS 131.1338 Gins 0.0000 Gins 0.0000 Gins
AGGREGATE TOTAL· Combustible Liquids Ill-A/LIQUIDS 131.1338 Gins
Storage Amount = Storage or Use-Closed System Amount.
Building is protected throughout by an automatic fire sprinkler system.
----·-------------·--05-11-99 Page 3
Isis Pharmaceuticals Inc. -2282 Faraday Avenue, Carlsbad CA -New H3/H7 Room: Corrosives/LIQUIDS
Item CAS# State Cone% Material Hazard Class Storage Units Use-Closed Units Use-Open Units Cabs >15Psi Location
7 616-47-7 L 100 Methylimidazole (1-) [n-Methylimidiazole] [MP: -CL3A,CR 55.0000 Gins 0.0000 Gins 0.0000 Gins N N New H3/H7 Room -
60oF; BP: 198oF; FP: 198oF) [RTECS# Storage [Safety
N17000000] [HR: H3 F2 CORI Storage Structure)
8 108-99-6 L 100 Picoline (3-) [FP: 97oF; BP: 144oF] [RTECS# CR, FL1C, OHH 55.0000 Gins 0.0000 Gins 0.0000 Gins N N New H3/H7 Room -
T J4900000] [HR: F3 H3 COR) Vessels Connected
for/to Liquid Transfer
Operations (Safety
Storage Structure]
-----· -----·----·------
9 108-24-7 L 100 Acetic Anhydride [Acetic Oxide] [Acetyl Oxide] CL2,CR, WR1 13.2086 Gins 0.0000 Gins 0.0000 Gins N N New H3/H7 Room -
[MP: -730; BP: 1380; FP: 130oF] [HR: H3 F2 R1 Vessels Connected
CORI for/to Liquid Transfer
Operations [Safety
Storage Structure]
10 108-99-6 L 100 Picoline (3-) [FP: 97oF; BP: 144oF] [RTECS# CR, FL 1C, OHH 37.0000 Gins 0.0000 Gins 0.0000 Gins N N New H3/H7 Room -
T J4900000) [HR: F3 H3 COR) Vessels Connected
for/to Liquid Transfer
Operations [Safety
Storage Structure]
·-----· -·--~ --·-·
11 108-24-7 L 100 Acetic Anhydride [Acetic Oxide) [Acetyl Oxide] CL2, CR, WR1 55.0000 Gins 0.0000 Gins 0.0000 Gins N N New H3/H7 Room -
[MP: -730; BP: 1380; FP: 130oF] [HR: H3 F2 R1 Vessels Connected
COR] for/to Liquid Transfer
Operations [Safety
Storage Structure]
12 616-47-7 L 100 Methylimidazole (1-) [n-Methylimidiazole) [MP: -CL3A, CR 55.0000 Gins 0.0000 Gins 0.0000 Gins N N New H3/H7 Room -
60oF; BP: 198oF; FP: 198oF) [RTECS# Vessels Connected
N170000001 [HR: H3 F2 CORI for/to Liquid Transfer
Operations [Safety
Storage Structure)
13 108-99-6 L 100 Picoline (3-) [FP: 97oF; BP: 144oFI [RTECS# CR, FL 1C, OHH 55.0000 Gins 0.0000 Gins 0.0000 Gins N N New H3/H7 Room -
T J4900000] [HR: F3 H3 COR) Storage [Safety
Storage Structure]
14 108-24-7 L 100 Acetic Anhydride [Acetic Oxide] [Acetyl Oxide] CL2, CR, WR1 55.0000 Gins 0.0000 Gins 0.0000 Gins N N New H3/H7 Room -
(MP: -730; BP: 1380; FP: 130oFI [HR: H3 F2 R1 Storage [Safety
COR] Storage Structure]
15 616-47-7 L 100 Methylimidazole (1-) (n-Methylimidiazolel [MP: -CL3A, CR 21.1338 Gins 0.0000 Gins 0.0000 Gins N N New H3/H7 Room -
60oF; BP: 198oF; FP: 198oF] [RTECS# Vessels Connected
N170000001 [HR: H3 F2 CORI for/to Liquid Transfer
Operations [Safety
Storage Structure]
Storage Amount= Storage or Use-Closed System Amount.
Building is protected throughout by an automatic fire sprinkler system.
-------------------05-11-99 Page4
Isis Pharmaceuticals Inc. -2282 Faraday Avenue, Carlsbad CA-New H3/H7 Room: Corrosives/LIQUIDS
Item CAS# State Cone% Material
TOTAL -Corrosives/LIQUIDS
AGGREGATE TOTAL -Corrosives/LIQUIDS
Storage Amount= Storage or Use-Closed System Amount.
Building is protected throughout by an automatic fire sprinkler system.
Hazard Class Storage Units Use-Closed Units Use-Open Units Cabs >15Psi Location
401.3424 Gins
401.3424 Gins
0.0000 Gins 0.0000 Gins
I
.. , .. _",
-------------------05-11-99 Page5
Isis Pharmaceuticals Inc. -2282 Faraday Avenue, Carlsbad CA -New H3/H7 Room: Flammable Liquids 1-B/LIQUIOS
Item CAS# State Cone% Material Hazard Class Storage Units Use-Closed Units Use-Open Units Cabs >15Psi Location
16 110-86-1 L 100 Pyridine [Azabenzene) [Azine) [FP: 68oF; BP: FL1B,IR 21.1338 Gins 0.0000 Gins 0.0000 Gins N N New H3/H7 Room -
115oF] [HR: H2 F3] Vessels Connected
for/to Liquid Transfer
Operations [Safety
Storage Structure)
--------
17 110-86-1 L 100 Pyridine [Azabenzene] [Azine] [FP: 68oF; BP: FL1B, IR 55.0000 Gins 0.0000 Gins 0.0000 Gins N N New H3/H7 Room -
115oF] [HR: H2 F3] Vessels Connected
for/to Liquid Transfer
Operations [Safety
Storage Structure)
18 110-86-1 L 100 Pyridine [Azabenzene] [Azine] [FP: 68oF; BP: FL1B, IR 55.0000 Gins 0.0000 Gins 0.0000 Gins N N New H3/H7 Room -
115oF] [HR: H2 F3] Storage [Safety
Storage Structure] --
19 75-05-8 L 100 Acetonilrile [Amidite Diluent] [FP: 42oF; BP: 81oF) FL1B, IR 488.7198 Gins 0.0000 Gins 0.0000 Gins N N New H3/H7 Room -
[HR: H2F3] Vessels Connected
for/to Liquid Transfer
Operations [Safety
Storage Structure]
TOTAL-Flammable Liquids I-B/LIQUIDS 619.8536 Gins 0.0000 Gins 0.0000 Gins
AGGREGATE TOTAL-Flammable Liquids I-B/LIQUIDS 619.8536 Gins
Storage Amount= Storage or Use-Closed System Amount.
Building is protected throughout by an automatic fire sprinkler system.
-------------------
05-11-99 Page6
Isis Pharmaceuticals Inc. -2282 Faraday Avenue, Carlsbad CA -New H3/H7 Room: Flammable Liquids 1-C/LIQUIDS
Item CAS# State Cone% Material H~zard Class Storage Units Use-Closed Units Use-Open Units Cabs >15Psi Location
20 108-99-6 L 100 Picoline (3-) [FP: 97oF; BP: 144of) [RTECS# CR, FL 1C, OHH 37.0000 Gins 0.0000 Gins 0.0000 Gins N N New H3/H7 Room -
T J4900000] [HR: F3 H3 COR] Vessels Connected
for/to Liquid Transfer
Operations [Safety
Storage Structure]
21 108-99-6 L 100 Picoline (3-) [FP: 97oF; BP: 144oF) [RTECS# CR, FL 1C, OHH 55.0000 Gins 0.0000 Gins 0.0000 Gins N N New H3/H7 Room -
TJ4900000] [HR: F3 H3 COR] Vessels Connected
for/to Liquid Transfer
Operations [Safety
Storage Structure]
22 108-99-6 L 100 Picoline (3-) [FP: 97oF; BP: 144oF] [RTECS# CR, FL1C, OHH 55.0000 Gins 0.0000 Gins 0.0000 Gins N N New H3/H7 Room -
T J4900000] [HR: F3 H3 COR] Storage [Safety
Storage Structure]
TOTAL -Flammable Liquids I-C/LIQUIDS 147.0000 Gins 0.0000 Gins 0.0000 Gins
AGGREGATE TOTAL-Flammable Liquids I-C/LIQUIDS 147.0000 Gins
Storage Amount= Storage or Use-Closed System Amount.
Building is protected throughout by an automatic fire sprinkler system.
---------------------------------
-------------------05-11-99 Page7
Isis Pharmaceuticals Inc. -2282 Faraday Avenue, Carlsbad CA -New H3/H7 Room: Irritants/LIQUIDS
Item CAS# State Cone% Material Hazard Class Storage Units Use-Closed Units Use-Open Units Cabs >15Psi Location
23 75-05-8 L 100 Acetonitrile [Amidite Diluent] [FP: 42oF; BP: 81oF] FL 18, IR 488.7198 Gins 0.0000 Gins 0.0000 Gins N N New H3/H7 Room •
[HR:H2 F3] Vessels Connected
for/to Liquid Transfer
Operations [Safety
Storage Structure]
24 110-86-1 L 100 Pyridine [Azabenzene] [Azine] (FP: 68oF; BP: FL1B,IR 55.0000 Gins 0.0000 Gins 0.0000 Gins N N New H3/H7 Room.
115oF] (HR: H2 F3] Vessels Connected
for/to Liquid Transfer
Operations (Safety
Storage Structure]
25 110-86-1 L 100 Pyridine [Azabenzene] [Azine] (FP: 68oF; BP: FL1B, IR 55.0000 Gins 0.0000 Gins 0.0000 Gins N N New H3/H7 Room •
115oF] [HR: H2 F3] Storage [Safety
Storage Structure]
26 110-86-1 L 100 Pyridine [Azabenzene] (Azine] [FP: 68oF; BP: FL1B, IR 21.1338 Gins 0.0000 Gins 0.0000 Gins N N New H3/H7 Room -
115oF] [HR: H2 F3] Vessels Connected
for/to Liquid Transfer
Operations [Safety
Storage Structure]
TOTAL -Irritants/LIQUIDS 619.8536 Gins 0.0000 Gins 0.0000 Gins
AGGREGATE TOTAL -Irritants/LIQUIDS 619.8536 Gins
Storage Amount= Storage or Use-Closed System Amount.
Building is protected throughout by an automatic fire sprinkler system.
-------------------05-11-99 Page 8
Isis Pharmaceuticals Inc. -2282 Faraday Avenue, Carlsbad CA-New H3/H7 Room: Irritants/SOLIDS
Item CAS# State Cone% Material Hazard Class
27 464-05-1 s 100 Pyridinium Triflouracetate [MP: 83-860] [HR: H2] IR
28 15088-78-5 s 100 Diphenylacetyl Disulfide [Disulfude Ester] [MP: 58-IR
60oC] [Incompatibility: Oxidizers] [HR: H2]
TOTAL-Irritants/SOLIDS
AGGREGATE TOTAL-Irritants/SOLIDS
Storage Amount= Storage or Use-Closed System Amount.
Building is protected throughout by an automatic fire sprinkler system.
Storage Units Use-Closed Units
66.3000 Lbs 0.0000 Lbs
--~-----~---__ _, __ ~-A ~ .. •
77.3500 Lbs
143.6500 Lbs
143.6500 Lbs
0.0000 Lbs
0.0000 Lbs
Use-Open Units Cabs >15Psi Location
0.0000 Lbs N N New H3/H7 Room·
Vessels Connected
for/to Liquid Transfer
Operations [Safety
Storage Structure]
0.0000 Lbs N N New H3/H7 Room -
Vessels Connected
for/to Liquid Transfer
Operations [Safety
Storage Structure]
0.0000 Lbs
-------------------05-11-99 Page9
Isis Pharmaceuticals Inc. -2282 Faraday Avenue, Carlsbad CA -New H3/H7 Room: Other Health Hazards/LIQUIDS
Item CAS# State Cone% Material Hazard Class Storage Units Use-Closed Units Use-Open Units Cabs >15Psi Location
29 108-99-6 L 100 Picoline (3-) [FP: 97oF; BP: 144oF) [RTECS# CR, FL1C, OHH 55.0000 Gins 0.0000 Gins 0.0000 Gins N N New H3/H7 Room -
T J4900000) [HR: F3 H3 COR) Storage [Safety
Storage Structure]
30 108-99-6 L 100 Picoline (3-) [FP: 97oF; BP: 144oF] [RTECS# CR, FL 1C, OHH 37.0000 Gins 0.0000 Gins 0.0000 Gins N N New H3/H7 Room -
TJ4900000) [HR: F3 H3 COR) Vessels Connected
for/lo Liquid Transfer
Operations (Safety
Storage Structure)
31 108-99-6 L 100 Picoline (3-) (FP: 97oF; BP: 144oF) (RTECS# CR, Fl1C, OHH 55.0000 Gins 0.0000 Gins 0.0000 Gins N N New H3/H7 Room -
T J4900000) [HR: F3 H3 COR) Vessels Connected
for/to liquid Transfer
Operations (Safety
Storage Structure)
TOT AL -Other Health Hazards/LIQUIDS 147.0000 Gins 0.0000 Gins 0.0000 Gins
AGGREGATE TOTAL -Other Health Hazards/LIQUIDS 147.0000 Gins
Storage Amount = Storage or Use-Closed System Amount.
Building is protected throughout by an automatic fire sprinkler system.
-------------------
05-11-99 Page 10
Isis Pharmaceuticals Inc. -2282 Faraday Avenue, Carlsbad CA-New H3/H7 Room: Water Reactives 1/LIQUIDS
Item CAS# State Cone% Material Hazard Class Storage Units Use-Closed Units Use-Open Units Cabs >15Psi Location
32 108-24-7 L 100 Acetic Anhydride [Acetic Oxide] [Acetyl Oxide] CL2,CR, WR1 13.2086 Gins 0.0000 Gins 0.0000 Gins N N New H3/H7 Room -
[MP: -730; BP: 1380; FP: 130oF] [HR: H3 F2 R1 Vessels Connected
COR] for/to Liquid Transfer
Operations (Safety
Storage Structure]
33 108-24-7 L 100 Acetic Anhydride [Acetic Oxide] [Acetyl Oxide] CL2,CR, WR1 55.0000 Gins 0.0000 Gins 0.0000 Gins N N New H3/H7 Room -
[MP: -730; BP: 1380; FP: 130oF] [HR: H3 F2 R1 Vessels Connected
COR) for/to Liquid Transfer
Operations (Safety
Storage Structure]
34 108-24-7 L 100 Acetic Anhydride [Acetic Oxide] [Acetyl Oxide) CL2,CR, WR1 55.0000 Gins 0.0000 Gins 0.0000 Gins N N New H3/H7 Room -
[MP: -730; BP: 1380; FP: 130oF) [HR: H3 F2 R1 Storage [Safety
CORI Storage Structure]
TOTAL -Water Reactives 1/LIQUIDS 123.2086 Gins 0.0000 Gins 0.0000 Gins
AGGREGATE TOTAL-Water Reactlves 1/LIQUIDS 123.2086 Gins
Storage Amount = Storage or Use-Closed System Amount.
Building is protected throughout by an automatic fire sprinkler system.
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ISIS PHRAMACEUTICALS: 2282 Faraday Avenue, Carlsbad CA
UNIFORM CODES ANALYSIS
TECHNICAL REPORT
HAZARDOUS MATERIALS INVENTORY·ANALYSIS
. ' '
· ATTACHMENT 1-D -DEFINITIONS .FOR ABBREVIATI.ONS
--
24 November with 11 May 1999 Revisions
Prepared by
~Eriksen-Rattan Associates Inc.
8989 Rio San Diego Drive -Suite 200
San Diego, California 92108-2048
Telephone 619.299.6444
FAX 619.299.1229
EMAIL erai@eciti.com
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A= Aerosol
AL 1 = Aerosol Level 1
AL2 = Aerosol Level 2
AL3 = Aerosol Level 3
C = Cryogenics
CA= Carcinogen
CABS = Approved Stge Cabs
CAS#=
Chemical Abstract Service #
Merck#
-Aldrich#
Sigma#
RTECS#
Other#
Mix = Mixture
N = None/Not Applicable
CD = Combustible Dust
CF = Combustible Fiber
CG = Compressed Gas
CL= Combustible Liquid
CL2 = Combust Liq II
CL3A = Combust Liq Ill-A
CL3B = Combust Liq 111-8
CONC % = Concentration
CP = Consumer Product
[Not Regulated]
CR or COR = Corrosive
CRY= Cryogenic
CRYF = Cryogenic Flam
CRYO = Cryogenic Ox
EX = Explosive
FG = Flammable Gas
FGL = Flammable Gas Liq
FL = Flammable Liquid
FL 1A = Flam Liq 1-A
FL 18 = Flam Liq 1-B
FL 1 C = Flam Liq 1-C
FS = Flammable Solid
G=Gas
HAZ CLASS = Hazard
Classification
HR= Hazard Ranking/UFC
i9-3
H = Health
F = Flammability
R = Reactivity
HT= Highly Toxic
IR = Irritant
L = Liquid
LG = Liquefied Gas
LOC = Location/Control Area
NAME = Chemical Name/
Product Name
NFP = No Fire Point
[Not Regulated]
NH = Non-Hazardous
[Not Regulated]
OHH = Other Health Hazard
OP = Organic Peroxide
OP1 = Org Perox I
OP2 = Org Percx II
OP3 = Org Perox Ill
OP4 = Org Percx IV
OPUD = Org Perox Unclass
Detonable
OX= Oxidizer
OX 1 = Oxidizer 1
OX2 = Oxidizer 2
OX3 = Oxidizer 3
OX4 = Oxidizer 4
PY = Pyrophoric
R = Radioactive
RAD = Radioactive
S = Solid
SN = Sensitizer
STATE= Material State
STGE = Storage
ST3 = Sara Title 111 EHS
RQ = Reportable Qty
TPQ = Threshold Planning
Quantity
TX=Toxic
UC = Closed System Use
UO = Open System Use
UNITS = Quantity
Measurements:
Cu= Curies
Cf= Cubic Feet
Gins = Gallons
Lbs= Pounds
mCc = Microcuries
mCi = Millicuries
UR = Unstable Reactive
UR1 = Unstable React 1
UR2 = Unstable React 2
UR3 = Unstable React 3
UR3D = Unstable React 3-
Detonable
UR3N = Unstable React 3-
Nondetonable
UR4 = Unstable React 4
WR = Water Reactive
V\/R 1 = Water React 1
WR2 = Water React 2
WR3 = Water React 3
>15PSI = Flammable Liquids
Pressurelzed > 15 psi
\
l
·---_....-'t'\Jll VV VV l\.'li JV"""'• V ,l t ,I, V 1 .,...,,._._....,_.,,... .,. .,.. •• • .,. ..., ...... '
I
·.·
City of Carlsbad
Plumbing -Electrical -Mech~rksh,4vt
Project Address. ~22$ ~ ~( ~~
Penmt No, /4 _ -
C8?9CJ59
Questions below refer to work bcjing done for this perrnir only.
+ Numbr::r of new or relocated fixtures, tr~ps, or floor drain$?
• New building sewet lint??
• Number of roof drains?
• lnstalllalter water line?
• Number of water heaters?
• Number of hose bibs?
• Gas pipipg system -
• Number of new or relocated gas outfots
• New w:tter meter v No. of
Potable
, Eli!:ctrical I
• Number of new panels or !!U'opanels?
• Single Phase Size
• Three Phase
• Three Phase -480
• Remoctel (relocate existing outlets/switches or add outlets/switches
• Number of furnaces, AJC, or hellt. p\lmps?
• Number of fireplaces?
+ Number r:if exhaust fans?
• Numbel' of exhaust hoods?
• Number of boilers or compressors?
• New or rel0c:ated duct work?
fltJJ!~
Yes __ ~No.X __ _
tl/1~
Yes ___ No K_
Insta.114 R~pair
r;f;.._size Z _ Jrdgation
} ..... Number of amperes ~ ~umber Lperes
Number of amperes
~
Yes _)(__No-~--
-f-
2. -
Number of HP? ,?'J .l
Ye~ No...__;,,_
BEFORE Tim PERI\:UT CAN BE FEE1D OUT THIS FORM NEEDS TO BE RETU:RNE1:> TO THE
BDILDlNG DEl'ARTMENpt-FAX ~lJMBER (760)438M0894 .
0S/02/1999
Job Address:
Permit Type:
Parcel No:
Valuation:
Reference #:
City of Carlsbad
Plan Check Revision Permit No:PCR99184
Building Inspection Request Line (760) 438-3101
2282 FARADAY AV CBAD
PCR
Lot#: 0 2120613300
$0.00
CB99-1059
Construction Type: NEW
Status: ISSUED
Applied: 07/21/1999
Pla;;:;~lf i o~D&2119&g01 01 02
Issued: 08/02/1999PRMT 1u09
Project Title:
Applicant:
CHUMLEY RANDY
STEC
8810 REHCO RD
ISIS PHARMCEUTICALS
ELECTRIC REVISIONS
SAN DIEGO CA 92121
619-677-9880
Total Fees:
Inspector:
Inspect Area:
FINAL APPROVAL
Date: Clearance:
0001 01
C-PRMT
$109.00
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 vou have oreviouslv been aiven a NOTICE similar to this ar as to which the statute of limitations has oreviouslv otherwise exoired.
CITY OF CARLSBAD
2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161
02
107-91
We are sending you:
~ttached
D Under separate cover
D Originals
PACIFIC
CORNERSTONE
ARCHITECTS, INC.
• • • • • • • • ' . . . .
Date~ \\A Vi\\ Wf}iob No, ~' 'lib (h v\ \ l '-' \
~lueprints
D Specifications
D Copy of letter
Project:
D Cadd Disk D Other _____ _
D Shop drawings
These are transmitted as checked below:
)'-Jor approval D For review and comment
D Approved as submitted
D Approved as noted
D Return for corrections
~:or your use
D As requested
o ________ _
Remarks:
Via OMail D Picked-up D Delivery D Other
cc:
8810 REHCO ROAD. SUITE C • SAN DIEGO, CALIFORNIA •
!
DATE: July 28, 1999
JURISDICTION: Carlsbad
EsGil Corporation
1n Partnersliip witli (jovernment for 'BuiUing Safety
PLAN CHECK NO.: 99-1059 REV (PCR 99184) SET: I
PROJECT ADDRESS: 2282 Faraday Ave.
PROJECT NAME: ISIS Pharmaceuticals Electrical Revision . '
~NT
D PLAN REVIEWER
D FILE
~ The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
D 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.
D The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
D The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
D 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.
D 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
D REMARKS:
By: Kurt Culver
Esgil Corporation
D GA D MB D EJ D PC
Enclosures: City-approved plans
7 /22/99 trnsmtl.dot
9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576
Carlsbad 99-1059 REV (PCR 99184)
July 28, 1999
VALUATION AND PLAN CHECK FEE
JURISDICTION: Carlsbad
PREPARED BY: Kurt Culver
PLAN CHECK NO.: 99-1059 REV-(PCR 99184)
DATE: July 28, 1999
BUILDING ADDRESS: 2282 Faraday Ave.
BUILDING OCCUPANCY: TYPE OF CONSTRUCTION:
BUILDING PORTION BUILDING AREA VALUATION VALUE
(ft.2) MULTIPLIER ($)
Air Conditioning
Fire Sprinklers
TOTAL VALUE
D 199 USC Building Permit Fee D Bldg. Permit Fee by ordinance: $
D 199 USC Plan Check Fee D Plan Check Fee by ordinance: $
Type of Review: D Complete Review D Structural Only [g] Hourly
D Repetitive Fee Applicable D Other:
Esgil Plan Review Fee: $ 87.15
Comments: Plan revision: Esgil fee = 1 hr. @ $87 .15/hr.
Sheet 1 of 1
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