HomeMy WebLinkAbout1969 PALOMAR OAKS WAY; ; CB981118; Permit;Ll: Oó'O757
- •. -•.-.-
- b U D I N 6 P F R M I T Pe r m 1 t No CB 9811 18
13/98 1726, Pr 08/2 iect No A91301482
Paite 1 of 1 4 Dee 1 apriient No
Job Address .1969 FALOMAR OAKS-WY '. 5u4te: . .
F er ru 1 t Ty PB I ML) U S I R I AL TE N ANT IMP R 0 V EllEN I ' 0588 08/28/98 0001 01 02
Pnice1 No 213-092-20-00 1 LoL C-PRMT 625 00
-. 1T 1 - Va Iutat ion 62 868 A Coru' truct ion lyre '-UN
Dc c'upanry Group Ref ereruce# - Statue ISSUED
De:criptioni 1612 SF1 UNIIIFROVED TOROCESS •.i Applieui 04/20/98
CONTROL OF.CHEIIICALS-SCHUMACHER Apr/Ise:.O8/28/98 4
-. Enered By: RMA *
App l/Own - 'PRPF, PHIL 619 231 0751
S - 701 L Si #200
jj SAN DIEGO CA 92101
Fees Required * Fee liected N Credit
---------------------------
870 OY /N- Adiu truenit
0_00,
C it 00
lotal 1 ee 87 Totcl Pa r 245 00
fee Da
____
Plan Check
Siri ohg Notion Fee
"' . - k Y; o 7,00
gg IEnter 'PY f 6 r Elect I T-,s \ee
Remodel/Alter Per AMP jNco pQRAT 00 25 / 25 00
Enter. ''U tor Mechanuica\I F?e 1952 15 00Y
- I - e•• .. . . . . - .
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CITY OF CARLSBAD
2075 Las Palmas Dr.,Carlsbad, CA 92009 (619) 438-'1161:
I - I
'C
r .. ONLY FOR OFFICE USE
PERMIT APPLICATION PLAN CHECK NO..
EST
kY OF CARLSBAD BUILDING DEPARTMENT
Ck De st 5 2075 Las Palmas Dr, Carlsbad CA92009 - I .?
T(760)438-1161 VaIed/y/fp/Qp Fv%v,r\j-2
4 _ Date '7'/ )J {cqj 00
.'
Mdress (include Bldg/Suite #1 ',. I ,. Business Name atihi ddress)i .
l9 rAMnk
Legal Dscription'-'- -"- '- ;Lot o"''SubdivisiorName/Number .-'--t ' .:"Uhit No: -PhàseNo. "Total # ófUhits"'
Assessor's Parcel # -. Existing Us'e '. _,Proposed,Use,-,L, '"-"-•
F1 /-f A-rpj1lkt /7oc Cth1li
Name...-- .. -. --i.- -'• --.-----..-:-' Address ---''. -. -. City - State/Zip 1e!ephe4 Fáx# -
ACANQContrtor Aqc riotjOOwnr &rcr f7\ Leq _LiL/J
Name. - •.. C' ,-- Addres , ' '-' - -- City - ' State/Zip Telephon #-
4 PROPERTOWER' i!. - L.
it. .r-iwi+ W#7
Name •Address :1 City ,,, Sate/Zip ! Telephone ,#
L5NTRCTORMIANYAM'r' IL
(Sec 7031 5 Business and Professions çe Any City or County which requires a permit to construct alter improve demolish or repair,"a'ny structure prior to its
issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law
[Chapter 9,,commending,,with Section,7000 of Division -3 of the, Business: and ProfessionsCodéI or that- he is 'enpt- therefrom, and the ba's'is- for thealleg'ed-
exemption. y violation' ection 7031.5 by pny applicant for a permit ubjects the applicant to a civil It -01 ot moi five e tha hundred dollars [$5001):
41 1 5s
Name Address . ' . City State/ZIp :T I - e #
State License # License Class ' City Business License # /
Designer Name .. ,., ,Address ..-- . • . , City_,, , State/Zip Telephbne
State License '#
i RKERS NSATIPN
Workers Compensation Declaration hereby, affirm under penalty of perjury-one of the following declarations
.0- ,l haveand will maintain a certificate o olseho sel-irur for workers' compenstion as providd-by Section 3700 Of the Labor Code, .for the performance - 44 , -
of the work for which this permit is issued -
khave and will' maintainworkers' compensation; asrequired by Section 3700 of the LaborCode -for the performance of the work for'which thispermit'is
issued. My worker's compensation insurance carrier and policy number are:
ce y" ' ' - ' '-Po icy xption Date. .--' •.
(THIS SECTION NEED NOT BE COMPLETED -IF THEiPERMIT ISFOR- ONE-HUNDRED-DOLLARS($100J OR LESS) -' -- "
C] CERTIFICATE OF EXEMPTION Icertify that in the performance of the work for which this permit is iss'ued I shall not emp10y any person in any manner so as
to become subject to the Workers Compensation Laws of California
WARNING: Failure-to secure workers compensation coverage is unlawful. 'and shall subject an employer' tocrimiral penalties 'and civil fines up' to' one' hundred"
thousand dollars ($jO9QO0). ipIditio t at of co)?nsation. damages as provided for in Section 37060f the Labor., ode, jnj,erest and attorney's fee'a
SIGNATURE " -. DATE - _•'
- •:
-' I hereby-affirm that I am exempt from the ontractor s License Law for the following reason. - - -, •• - •, . •
- - - - - -- -, - ----- ..-'--•- -'.__'-'--4•- '. ,•- -.' -'- -. '--"•' - ,- .' -. •'-' - - o I, as owner of the property or my employees with wages as their scie compensation, will do, the work and the structure is not, intended offeredfor.saIe
(Sec. 7044, Businessand Professions-Code:,,The Contractors Lk'énseLá'w.d&es not'ápplytb än-oneof property-who-builds or'imprOves threon,-'and twho does
such work himself or through his own employees provided that such improvements are not intended or offered for sale If, however, the building or improvement is
sold-within one-year of cornpletion,-the: owner-builder will have -theburden of-proving that-he did not, build: or improveforthe purpose-of, sale).'"
0 I as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec 7044 Business and Professions Code The
Contracior's Uceise Law doesnoj apIy,to an o'vner of própertyiho builds or improves thereon, d contracts for such projects with'contractor(s) licensed
pursuant to the Contractors License Law).- - O -lam exempt under Section • Business and Profession cde for this reason:. - -- C, • - ,, .' ' -C. - -' j'Y - -
1 I personally plan to provide the major labor and materials for construction of the prop sed property i,nprovment [:].,YES DNO
2. 'I (have / have not)signéd'an "p'plicãti&n (o'a building 'periniffOr the iroed work. ''- " " ''
- :.--------------" •
3 .1 have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license nu bar):
• - • - - ' •- ,-'"- -_'-- - - -''' • • -'
'
4 I plan to provide ''O'rtions of the work but I have hired the following ersoTto coordinate supervise and proide the major work (include"nam'7 address I phone
number / contractors license number) '
5 I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type
'of work):.-. - --'-- ' '• - - • • - -' - - '' -, - - '' ' - ''' - ':" ' ' " - "
PROPERTY OWNER SIGNATURE DATE _'Y-. --
j' -
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 255051'25533-or 25534 of the Presley-Tanner Hazardous Substance Account Act?,'- ,-- YES-' 0 NO,
Is the applicant or future building occupant required to obtdn a perm!!:from the air pollution control district or air quality management district? 0 YES 0 NO
Is the facility to be constructed within 1 000 feet of the outer boundary of a school site 0 YES NO I
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 T"HOFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION corTRoCDIsTRIcT. • - - - , ,• ' -
I herebytaffirm that there is a construction (ending agency for the performance of the work for which this permit is issued (Sec.-,3097(i ) CivilCod O.
-- , LENDERSNA1E __`11 _ --,- ______________, __' _-- LTNDER'S ADDRESS , _,j :, _,- ____• _'- _.
,,. _'-',
--
9• IANTCERTCATIONk-: - - -p
certify that3l have read the application aiid state that the above information is correct and that the information on the plans is accurate I agree to comply with all
- City àrdinances and 'State- laysrelatingto .buiIding;construction ,I 'herebyauthorizé 'repréerittivesof--the Citi -Sf -Carlsbad 'ta enter uporr'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 ANDEXPENSES'WHICH' MAY IN ANY WAY'ACCRUE AGAINST'SAID'CITV INCONSEQUENCE OF THE GRANTING OF THIS PERMIT
-- ''r --- - ' - 0•' $'''', ' ''4. • ' ''i - '3' OSHA:' An OSHA pmif is required fcir exavatioAsovr 5'0"'I6ep nd'diiioIitibn or'conCtriiction'of Ctructüres over 3 stories in height.'
I - i
- - - -EXPIRATION:--Every permit issued by-the Building-Official under the provisions'of -this Code -shall'expirB1by'Iimitation'and'become null and void if 'the buildihg'àr work authorized by such permit iq not commenced within1365 days from the date of such permit or if the3bui1ding or work authorized by such permit is suspended - - 'or abandoned at any timeafter th 1work is ommenced-for a'peri of 180 days (Sectiolni'106.4.4 Uniform -Building Code). ------------''. '" - '
APPLINT S SIGNATURE " _ ' ' DATE
- '" 'WHITE File YELLOW Applicant 011ie.-Finance
- - - -,- - - - - - - - - - -
--_--
,. ,': - - - - . • - - -- -' :' -- - -
City of Carlsbad Inspection Request
Ilk For: 4/19/99
Permit# CB981118 Inspector Assignment: TP
Title: 1612 SF,UNIMPROVED TO PROCESS
Description: CONTROL OF CHEMICALS-SCHUMACHER
I.-. .,
Type:ITI 'SubType: -
- . Phone: 7609181962.
Job Address: 1969 PALOMAR OAKS WY
Suite: - Lot
-
Location: Inspector:
APPLICANT: PAPE, PHIL
Owner: AIR PRODUCTS&CHEMICALS INC
Remarks
Total Time: . Requested 'By: STEVE
•, Entered By: CHRISTINE
CD Description Act Comments -
19 Final Structural -
29 Final Plumbing I'
- 39 Final Electrical /
49 Final Mechanical *
: - •- •.•
4
Inspection History
Date Description Act lnsp Comments
4/12/99 89 Final Combo NR TP :.
- • 10/29/98 14 Frame/Steel/Bolting/Welding - AP TP T-BAR cElL
10/29/98 24 Rough/Topout '
- WC TP .
.
9/29/98 84 Rough Combo NS TP bup SEE 9/28
9/28/98 14 Frame/Steel/Bolting/Welding AP: TP HARD LID & SOFFIT
9/15/98 21 Underground/Under Floor AP TP -
•
• • -
I,
I *
EsGuI Corporation
In Partnership with government for Building Safety
DATE: 5/19/98 . APPL.LQANT.
JURI.
JURISDICTION: Carlsbad . •.
. U REVIEWER
0 FILE
PLAN CHECK NO.:-,.98-1118 . . . . SET: H
PROJECT ADDRESS: 1969 Palomar Oaks Way. ••.. .
PROJECT NAME: .SCHUMAKER, TI, Room 342 and 342A.. : ..
The plans transmitted herewith have been corrected .where necessary and substantially comply
with the jurisdiction's building codes. . •.. .
The plans transmitted herewith will substantially comply with the jurisdiction's building codes
when minor deficiencies identified below are resolved and checked by building department
staff. . . •.
.
• . •
H ... .,
The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be correctedand resubmitted for a complete recheck.
The check list, transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck. . . .. . .
' The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
. contact person. . . •• . . . . .
LI The applicant's copy of the check list has been sent to: . . .
Esgil Corporation staff did not advise the applicant that the plan check has been completed.
Esgil Corporation staff did advise the applicant that, the plan check has been completed.-
Person contacted: Phil Pape • Telephone #: Walk-in
Date contacted:.. . (by: ) • • Fax #: . • • .•
•
..Mail Telephone •, Fax In Person • . .
.: REMARKS: . • . • .
•
• .
.
• By: GlenAdamek Enclosures: • • . •
Esgil Corporation• .
E GA CM EJ D Pc • 5/19/98 log-in • • • trnsmtl.dot
9320 Chesapeake Drive, Suite 209 • San Diego, California 92123 • (619) 56071468 • Fax (619) 5604576
EsGil Corporation
In Partnership with Government for Bui&uing Safety
DATE: 4/27/98 0
E3 AP.P—LICANT
JURISDICTION: Carlsbad 0 PLAN REVIEWER
U FILE
PLANCHECKNO 98-1118 SET: I.
PROJECT ADDRESS 1969 Palomar Oaks Way
PROJECT NAME SCHUMAKER, TI, Room 342 and 342A
IIIj The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes
F T he 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.
LI The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck
The check list transmitted herewith is for your information The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck
The applicant's copy of Ahe check list is enclosed for the jurisdiction to forward to the applicant
contact person
The applicant's copy of the check list has been sent to
?4IL P1'PE
loi CD 5TCE&r -'2oo
SAJ CIA q2io
Esgil Corporation staff did not advise the applicant that the plan check has been completed
Esgil Corporation staff did advise the applicant that the plan check has been completed
Person contacted Telephone #
Date contacted (by ) Fax #
Mail Telephone Fax In Person
El REMARKS
By Glen Adamek Enclosures
Esgil Corporation
[1 GA [1 CM EJ fl PC 4/21/98 trnsmt dot
9320 Chesapeake Drive, Suite 208 • San Diego, Califorma 92123 • (619) 560-1468 • Fax (619) 560-1576
PLAN CHECK NO 98-1118 JURISDICTION Carlsbad
OCCUPANCY H-3, H-7 USE
TYPE OF CONSTRUCTION V-n ACTUAL AREA 1612 (TI only)
ALLOWABLE FLOOR AREA " STORIES 2
HEIGHT '
SPRINKLERS? yes OCCUPANT LOAD 8
REMARKS
DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY
JURISDICTION 4/20/98 ESGIL CORPORATION 4/21/98 .
DATE INITIAL PLAN REVIEW PLAN REVIEWER Glen Adamek
COMPLETED: 4/27/98
FOREWORD (PLEASE READ)
This plan review is limited to the technical requirements contained in the Uniform Building
Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state
laws regulating energy conservation, noise attenuation and access for the disabled This plan'-
review is based on regulations enforced by the Building Department You may have other
corrections based on laws and ordinances enforced by the Planning Department, Engin'eering
Department, Fire Department or other departments Clearance from those d6partmdnts7 may be
required prior to the issuance of a building permit
Code sections cited are based on the 1994 UBC
-
The following items listed need clarification, modification or change All items must be satisfied
before the plans will be in conformance with the cited codes and regulations Per Sec 106.4.31'
1994 Uniform Building Code, the approval of the plans does not permit the violation of any,
state, county or city. law.
To speed up the recheck process, please note on this list (or a copy) where each
correction item has been addressed, i.e., plan sheet number, specification section, etc
Be sure to enclose the marked up list when you submit the revised plans
LIST NO 40 TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1994UBC) tiforw dot
Carlsbad 98-1118
4/27/98
Please make all corrections on the original tracings, as-requested in the
correction list. ..
Submit three sets of plans for commercial/industrial projects (two sets of plans
for residential projects). For expeditious processing, corrected sets can be
submitted in one of two ways:
1. Deliver all corrected sets of plans and calculations/reports directly to
the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA
92009, (619) 438-1161. TheCity will route the, plans to EsGil Corporation and
the Carlsbad Planning, Engineering and Fire Departments.
2. Bring one corrected set of plans and calculations/reports to EsGil
Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (619)
560-1468. Deliver all remaining sets of. plans and calculations/reports directly to
the City of Carlsbad Building Department for routing to their Planning,
Engineering and Fire Departments.
NOTE: Plans that are submitted directly to EsGil Corporation only will not
be reviewed by the City Planning, Engineering and Fire Departments until review
by.EsGil Corporation is complete.
2. The, Hazardous Materials Use Operations BTBAS & TEOS Code
Requirements & Provisions, dated 5Apr11 1997, By Eriksen-Rattan Associates
Inc. does not match the plans.
The new Room # 342A is not addressed in the Technical Report.•
The Technical Report shows room # 342 must be at an exterior wall of the
building The plans shows room # 342 is an interior room
3. When the character of the occupancy or use changes within a building, the
building must be made to comply with current Building Code requirements for the
new occupancy. Please provide complete details to show thebuilding will
comply. Section 3405 Please check the Allowable Building Area
4. Provide a plot plan showing the distance from the building to the property lines
and the location of tenant space (or remodel) within the building
5 Provide a fully dimensioned floor plan showing the size and use of all rooms or
areas within the space being improved or altered. Draw the plans to scale
and indicate the scale on the plan. Section 106.3.3. Clearly show the use of
room # 342A. . • • •
6 Indicate the use of all spaces adjacent to the area being remodeled or improved
7.1 Show any existing fire rated area separation walls, occupancy separation walls,
demising walls, shafts or rated corridors Identify and provide construction
details for proposed new fire rated walls.
Carlsbad 981118
4/27/98
8. Specify-on the plans the fire ratings of assemblies to protect penetrations or
proposed openings in existing or ne fire walls, floor-ceiling assemblies or
roof-ceiling assemblies. -
Identify existing walisto be removed, existing walls to remain and proposed new
walls. Identify bearing walls, non-bearing walls, and shear walls.:
Specify lever-type hardware for passage doors on floors accessible to the
disabled Section 2-3304, Title 24
1.1. On the plans show the required fire rated occupancy separations as per the,
Hazardous Materials Use Operations. - BTBAS & TEO.S Code Requirements &
Provisions dated 5 April'1997,By Eriksen-Rattan Associates Inc. Detail 5 oh
sheet A-3 is not afire rated occupancy separation. :
12. Smoke dampers shall be installed per Section 713.10.at all ductéd r unducted
air openings at penetrations of:
Area or occupancy separation walls.
The fire-resistivéconstructioh of corridors, or horizontal exit walls.
Shaft enclósure. -.
13 Fire dampers shall be installed per Section 713 11 at all ducted or unducted air
openings at penetrations of: -
a) Ceilings of fire-resisti',e floor-ceiling assemblies. or roof-ceiling.
assemblies. • • S -. -
b) Building exteriors required to have protected openings by Section 503.
c) Area or occupancy separation walls. • S
d) The fire-resistive construction of corridors, or horizontal exit walls.
e) Shaft enclosures. 5
•
.
•
14 Provide an exit analysis plan (may be 8 1/2" x 11" or any convenient size)
15. The maximum number of required exits and their required separation must be
maintained until egress is provided from the structure. Section 1003.1.
16. -Exit signs are required whenever- two exits are required. Show all required exit
sign locations. Section 1013.1.. : • • •
• 17.- Show that exits are lighted with at least one fot candle at floor level. Section
• 1012.1. • • I
- -
Show the locationsof existing exits from thebUiiding and show the path of travel.
from the remodel area to the existing exits
Note on the plans: "All exits re2to be openable from inside without theuse of a
••
-
- key- or special knowledge." Section 1004.3.
• •. -
Carlsbad 98-1118 .. ••
4/27/98 :
•.
20. Show rated cOrridors', lobbies, reception or foyers cross-hatched on the floor
Plans... " . •, •
21 Provide a complete architectural section of the corridor, or exterior exit balcony,
showing all fire-resistive materials and details.of construction for all floors, walls,.'
ceiling and' all penetrations. Section 1005.7.
22. Provisiôns.in Chapter 7 require special treatment of penetrations at fire-resistive
assemblies. Provide typical details on.-the plans showing how the fire-resistive
' integrity will be maintained at The following conditions (Include the
manufacturers' names and ICBO numbers (or.equal) for any sealant):
THROUGH-PENETRATIONS (through the entire assembly):
Fire-resistive bearing walls and/or walls requiring protected Openings shall have
penetrations protected with through-penetration fire stops having an F-rating,
T-rating or complying with'UBCStandard 771, depending on their locations,
• sizes and combustibility. 'H
Fire resistive floor/ceiling-assemblies shall have penetrations protected with
through-penetration fire stopè having and F-rating, T-rating or complying with
UBC Standard '7-1, depending on their sizes, combustibility and whether the
penetrations are.in walls above. :
MEMBRANE-PENETRATIONS (through only one side of an assembly):
Fire-resistive walls. (whether bearing or not and whether requiring fire protected
openings or not) shall have penetrations protected with membrane-pehetratión
fire stops having an F-rating or complying with UBC Standard 7-1, depending on
their size and combustibility. Limited steel electrical outlet boxes (not-exceeding '•
.16 sq. in., nor more than 100 sq. in. for any 100 sq.ft. of wall) require no
'protection. • '• • - • . • .
Fire-resistive ceilings shall have no penetrations, except for noncombustible'I
sprinkler pipes and steel electrical outlet boxes as described above.
NOTE: The.plans should indicate the various fire-stop ratings required for all
penetrations.
•
• ' •
• •
• •
23 • Provide a written response to show-how Spill- Control and Drainage are being •,
handled asrequired in UBC, Sections 307.2.3 & 307.2.4. Show the required
curbs at,the Walls, and detail what is being done' at the doorways. : • •
24. • .'Pr ovide calculations for required containment in each area of the buildings, as
per UBC, 307.2.5.
Carlsbad 98-1118
4/27/98
. PLUMBING (1994 UNIFORM PLUMBING CODE)
.25. Provide complete water line sizing calculations; including the water pressure,
pressure losses, water demands, and developed pipe lengths. UPC Section
6100
26 Provide drain, waste and vent plans Show how the two showers effect the spill
control and containment Also, address in the Technical Report the water in the
H-3/7 iooms.
. MECHANICAL (1994 UNIFORM MECHANICAL CODE)
27 Provide mechanical plans showing existing and proposed HVAC equipment,
ducts and access to equipment
28 Provide the required manual shutoff control for ventilation equipment as per
UBC, Section 120223
29 For fumes or vapors that are heavier than air, exhaust shall be taken from a
point within 12 inches of the floor UFC, section 8003.18.2-5.-
30. Detail exhaust ventilation system compliance with UMC Chapters 5 & 6.
Clearly show the type of material to be exhausted by each exhaust
system
Detail the required make-up air as per UMC, Section 505.6.
Detail the exhaust outlet clearances as per UMC, Section 609.10.
Clearly show the exhaust duct material and gage used for each duct size
See UMC, Table 5-13. . .
.
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
Detail minimum duct conveying velocities as per UMC, Section 505 4 and
Table 5-A
Detail duct cleanouts as per UMC, Section 609.4.
Detail duct support as per UMC, Section 609.6.
Detail fire protection as per UMC, Section 609.7.
Detail clearances from combustibles as per UMC, Section 609.8.
Clearly show the duct materials are suitable for the intended use UMC
Section 609.1
I) Detail protection from physical damage as per UMC, Section 609.9.
Cär1sbad98-'1118
4/27/98
ENERGY;.
Provide complete energy designs for the prOposed changes in envelope,
lighting, and mechanical systems. Provide-the completed ENV-, LTG-, and
MECH.- forms showing energy compliance.,. .
. On the plans clearly show the wall and.roof insulation locations, thickness, and
R-values, as per the energy design. .
Show bilevel lighting controlsas per Title 24, Part 6, Section .131(b):
. . 34. The completed and signed ,ENV-1, LTG-1, and MECH-1 forms mUst,be imprinted.
on the plans. ..
35. Complete energy plan check will be done when complete corrected energy
designs.are provided. .
. .
ELECTRICAL PLAN REVIEW
1993 NEC
PLAN REVIEWER:. Eric Jensen
36. Provide complete electrical plans for the area covered by permit application.98-
1118. Be sure to include all of the following information:
Emergency power circuits. . . . . .
Classified locations Classification, Division, and Group
Both of the above items are discussed in the Eriksen-Rattan Report dated
4/5/97. Nate: A.Stand-by powersource is described on code condition 22,
please clarify whether it is a stand-by,, legally required, or emergency system.
Note: If you have any questions regarding this eleátrical plan review list please
contact the plan reviewer listed above at (61.9) 56071468. To speed the review
process, note on this list (or, a copy) .where the corrected items have been
addressed on the plans.
.. CITY OF CARLSBAD SUPPLEMENT •'
37•. Roof mounted equipment must be screened and roof penetrations should be
. minimized (City Policy 80-6). . •.
38. • No wiring is permitted on the roof of a building and wiring on the exterior, of a
• building requires approval by the Building Official. (City Policy) •.. • • .
1994 UBC Building Permit Fee LI Bldg Permit Fee by ordinance $ 45920
1994 UBC Plan Check Fee LI Plan Check Fee by ordinance $ 29848
Type of Review Complete Review LI Structural Only LI Hourly
Repetitive Fee Applicable Other
Esgil Plan Review Fee $.238.78.
Comments
- 4- - - - - -
Sheet l 'of i
-' macvalue doc 5196
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a
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City of, 'Carlsbad
BUILDING PLANCHECK CHECKLIST
DATE: //4/9. PLANCHECK NO.: CB
BUILDING XDDRESS: ig g c
PROJECT DESCRIPTION: T1
ASSESSOR'S PARCEL NUMBER: 2-1 3 -04 2 —2....c3: EST. VALUE: 4S 3c
ENGINEERING DEPARTMENT
APPROVAL DENIAL .
The item you have submitted for review has been Please se attached report of deficiencies
approved. The approval is based on plans, mark with 0. Ma e necessary corrections to plans
information and/or specifications provided in your or s for compliance with applicable submittal; therefore any changes to these items after codes and standards. Submit corrected plans and/or this date, including field modifications, must be specifications to this office for review: - reviewed by this office to insure continued
conformance with applicable codes. Please review ' - . carefully all comments attached, as failure to comply .
with instructions in this report can result in .
suspension of permit to build.
A Right-of-Way pemit is required l3rior to
construction of the following improvements: By: . Date:
By.: Date:
FOR OFFICIAL USEONLY
ENGINEERING:AUTHORIZATION iO ISSUE BUILDING PERMIT:
By Date:
ATTACHMENTS . ENGINEERING DEPT. CONTACT PERSON
Dedication Application ,.
Name: Danna Trigs
'Checklist City of Carlsbad Dedication
Improvement Application Address: :2075 Las Palmas Dr., Carlsbad, CA 92009
Improvement Checklist Phone: (619) 438-1161, ext. 4374
Future Improvement Agreement CFD INFORMATION -
Grading Permit Application
. Parcel Map No: .
Grading Submittal Checklist Lots:
Right-of-Way Permit Application Recordation: .
Right-of-Way Permit Submittal Checklist Carlsbad Tract: • and Information Sheet
Sewer Fee Information Sheet . . • / A-4
/••
rlSbad CA 92009-1576. (760)438-1161-,FAX (760) ''69
•
BUILDING PLANCHECK CHECKLIST
X
SITE PLAN l .
ST NDJ 3RDI
U U .1. Providèa fully dimensioned site plan drawn to scale. Show:,-
A.- North Arrow D Property Lines
Existing & Proposed StructUres E. Easements
Existing Street Improvements F. Right-of-Way Width &.Adjacent Streets / . . .. . . . . G. Driveway widths
LV U U 2 Show on site plan 1
A. 'Drainage Patterns •• . - . . .
Building pad surface drainage must maintain a minimum slope of one
percent towards an adjoining street oran approved drainage course.
ADD THE FOLLOWING-NOTE: "Finish grade will provide.a minimumpositive
drainae of 2% to swale 5' away from building."
0,7
. B. Existing & Prbposed Slopes and Topography . .
. ..
U U 3 Include on title sheet
A. Site address
•
.
0 : B. Assessor's Parcel Number • • • 0
C Legal Description
For commercial/industrial buildings and tenant, improvement projects, include:
total building square footage with the '0square footage for each different use,
existing sewer permits showing square footage of different uses (manufacturing,
warehouse office etc) previously approved
EXISTING PERMIT NUMBER DESCRIPTION
DISCRETIONARY APPROVAL COMPLIANCE .., - • • . .
•
U • U
0 - - 0 • . k:.. $ '-
4a. Project does not comply with the following Engineering Conditions of approval for - -
. • •. 0
- Project No.
U U U 4b. All conditions are incompliance. Date: -- _-.
0 •••• •
- -
-
- - -- • . - - -• •
HIWORD\DOCS$CHKLST$BU$djng Plaritheck CIdSI BP000I Form DT.doc
-- - . • Rev 12/28/96
BUILDING PLANCHECK CHECKLIST
DEDICATION REQUIREMENTS 1ST11 2ND/ 3R0/
.5:. Dedication for all street Rights-of-Way adjacent to the building site and any storm
drain or utility easements on the building site is required for all new buildings and
for remodels with a value at or exceeding $_______________ pursuant to Carlsbad
Municipal Code Section 18.40.030.
Dedication required as follows
Dedication required. Please have a registered Civil Engineer or Land Surveyor
prepare the appropriate legal description together with an 8,1/2" x 11 plat map
and submit with a title report. All easement documents must be approved, and
signed by owner(s) prior to issuance of Building Permit Attached please find an
application form and submittal checklist for the dedication process Submit the
completed application form with the required checklist items and fees to the
Engineering Department in person. Applications will not be accept by mail or fax.
Dedication completed by: ... . Dàte
IMPROVEMENT REQUIREMENTS
l. Q. 6a:All needed public improvements upon and adjacent to the buildihg site must be
constructed at time of building construction whenever the value of the
construction exceeds $ .. . , 'pursuant to Carlsbad Municipal Code
Section 18.40.040.
.
.
. .
Public improvements required as follows
Attached please find an application form and submittal checklist for the public
improvement requirements. A registered: Civil Engineer must prepare the
appropriate improvement plans and submit them together with the requirements
on the attached checklist to the Engineering -Department through a separate plan
check process. The completed application form. and the requirements on the
checklist must be submitted in person. Applications by mail or fax are not
accepted. Improvement plans must be approved, appropriate securities posted
and fees paid prior to issuance of building permit
Improvement Plans signed by Date
6b Construction of the public improvements may be deferred pursuant to Carlsbad
Municipal Code Section 1840 Please submit a recent property title report or
current grant deed on the property and processing fee of $_________________ so
we may prepare the necessary Future Improvement Agreement. This agreement
must be signed, notarized and approved by the City prior to issuance of. a
Building permit
Future public improvements required as follows
H:\WORODOCSCHKLS1Bv11thng Planthec* CkLSL BP000I Form DT.doc Rev 12/26/96 -
- BUILDING PLANCHECK CHECKLIST
1'
'
ndJ sit 3rdj -
-, 4' - - -.
- 6c. Enclosed please find your , Fütue Improvement Agreement.- Please return
agreement signed and notarized to the Engineering Department.
-
Future Improvement Agreemehtr completed.by: .
Date
••ID ID 6d. 'No Public irhp'rovernents required. 'SPECIAL NOTE: Damaged or defective - -
S . improvements found adjacent to building site must be repaired to the satisfaction
of the City Inspector prior to occupancy.
GRADING PERMIT REQUIREMENTS
The conditions that invoke the need for grading permit are found in Section
11 06 030 of the Municipal Code
L] El Q - 7a. Inadequate informatidn available on Site Plan -'to make a determination on grading
requirernents. Include accurate gradingquahtities (cut, fill import, export): ,Write
No Grading on plot plan if none is required
. 7b. Grading Pérthitrequired. A separategràding plan prepared by a registered Civil
- . ". Engineer must be submitted together with the completed application, form
. . .. - . attached. NOTE: The Grading Permit must be issued and rough grading
approal obtained prior to issuance of a Building Perrnit. . .
* . . S •'j _5 . a - S - 5
Grading Inspector sign off by: . Date: .
:-
.. LI 7c. Graded Pad Certification required. (Notè. Pad certification maybe requird even
if a grading permit is not required)
LI 7d.No Grading Permit required
LI LI LI 7e If grading is not required write No Grading on plot plan
MISCELLANEOUS PERMITS
LI LI . LI 81 A RIGHT-OF-WAY PERMIT is required to do work in City Right-6f-Waynd/or
private work adjacent to the publicRight-of-Way.. Types of work include, but are.
not limited to: 'street 'improvements, tree trimming, driveway construction, tieing
into public storm drain sewer and water utilities
-
.
Right-of-Way permit required for: . . . •• .. : •
-. . -. . .
. '- . - . , • .4 . -.
- . I - _ • I, -
H:/WORO/DOCSICHKLST\Buj)ding Plantheck /2,1st 8P000I Ferns DT.doc - • A - - • . . - Rev 12/28/96 -
5_ -- . .5 -• 5 .
-C. •,
- .-: •-•
' , 'V V
BUILDING PLANCHECK CHECKLIST
st,( 2' V . V
I 9•V
. A SEWER PERMIT isrequired concurrent with the building permit issuance. The
fee is noted in the fees section on the following page.
U U 10. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad
sewer service area, you need to 'contact the Carlsbad Municipal Water District,,
. - :' located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can 1
. ''
V provideforms"and assistance, and will check to see if, your business enterprise is V
on the EWA Exempt List. You may telephone (760) 438-2722, extension 153, for
assistance.
Industrial Waste permit accepted by: '
V
pate:
U U U 11 NPDES PERMIT
V
, Complies with, the City's requirements of the 'National Pollutant Discharge
Elimination System .(NPDES) permit. . The applicant shall provide 'best
V
management practiceC to reduce surface pollutants to an acceptable level prior to
discharge to sensitive areas. Plans for such improvements shall be approved by
the City Engineer' prior to issuance of grading or . building permit, whichever
- V
V
occurs first.
V 12: U Required fees'are attached
-No-fees required
13. Additional Comments:
i((577/V1 5fE ., V
4)0 S4' - (7
V I V V
V V V
V
V •
,
,
H:/WORO\DOCS\CHKLST/B,fl,j log Planthack Cktst 6P0001 Form DTdoC Rev. 12/26/98 V
' •V •V V V .
V
.,.. t PLANNING DEPARTMENT
BUILDING, PLAN CHECK REVIEW. CHECKLIST ,
Plan Check No. CB quoll Add res b9
Planner Greg Fisher __. Phone (6.19) 438-1161, extension ' ___4328
APN:. ..
Type of Project and Use
Zone: ?+1'. _.Fcilities Management Zone: -
CFD (in/6ut) #
Circle One (if property in, complete SPECIAL TAX CALCULATION WORKSHEET provided by Building
Department.)
Legend . .. • . .•
Item Complete
ly
Item Incomplete - Needs your action •' . .
] Environmental Review Required: YES NO .. TYPE
DATE OF COMPLETION:
Compliance with conditions of approval? If pot, state conditions which require 'action.
Conditions of Approval 3"
'- Discretibnary Action Required: YES NO TYPE
APPROVAL/RESO. NO. . DATE
PROJECT NO.,___, .
OTHER RELATED CASES:
Compliance with conditions or approval?. If not, state conditions which require action?' .Conditions of Approval .-
D \L1 Coastal Zone Assessment/Compliance
/ Project site located in Coastal Zone? YES NO____
CA Coastal Commission Authority? YES____ NO____
If California Coastal Commission Authority Contact them at 3111 Camino Del Rio North Suite
200 San Diego)CA 92108 1725 (619P5'21"-8036',,-.,'
DetermiAe1status (Coastal Permit Required or Exempt):'
Coastal Perm it\Determina'tion Form already completed? YES NO____ If NO, complete Coastal Permit Determination 'Form now.
Coastal Permit Determination Log #:
Follow-Up Actions:
Stamp Building Plans as "Exempt" or "Coastal Perm it'Reqiired" (at minimum
Floor Plans)
Complete Coastal Permit Determination Log as needed.
Inclusionary Housing Fee requured'YES NO
(Effective date,of Inclusionary Housing Ordinance May 21 1993
Date Entry Completed? YES NO
-'
SitePlan
D
i -ti' (__• . 1 Provide a fully dimensional., site plan drawn to scale Show North arrow,
prop'erty lines, easements,-,existing' and proposed structures, streets existing
street improvnnts, right-of- waywidth, dimensiohal setbacks and existing
-topographical Iines -
.
2 Provide legal description of property and assessor's parcel number.
'4
Zonin
1' Setbacks
Front: Required ?.., . - - Shown
Int. Side, Required Shown
Street Side: Required " Shown
Rear:Required Shown
'.4. '4
-t S. -
'4 44
•'4 4 S
E LN 2 Accesso?y Structure Setbacks
Front Required ' "Shown- A
mt Side Required Shown
Street Side Required 'Shown
Rear Required 1 'Shown
4., •5 '!4,,t.
-•'• )*' •
' 3 Lot Coverage Required Shown
.4 •, .. .-' . . . . -
4. S .
-S. '• S EF7
4 Height Required Shown'
.4 -.4 % •5
- ,4._ 5.44 4 • 54
5 Parking Spaces Required . Shown
Guest Spaces Required Shown _______________
E Additional Comments C)("1_ __a[VAbo/J ,7I) t
OK TO ISSUE AND ENTERED APPRO VAL INTO COMPUTER DATE
7
.4 _4.S. - 'S -., - - S. '•'• •
.4 . 5 4" ' -....'' • 5•_•_ .5 -"S
98147 City of Carlsbad
Fire Department Bureau of Prevention.
Plan Review Requirements Category Building Plan Check
Date of Report Tuesday August 25 1998 ' Reviewed by (1 3a.X1
Contact Name ' , Phil ' Pape' S
Address . 701 "B" St #200 ,
State San Diego CA92101 •' S ,
Bldg.'Dept. CB98 1118 Planning No
Job Name Schumacher Control . .
.
Job Address 1969 Palomar Oaks Ste or Bldg No
Approved - The item you have submitted .for review has been approved. - The approval is
based on plans;'inforrnation and/or specifications provided in.your submittal;
therefore any changesto these items after this date, including field modifica-
,,tions, rnust'be reviewed by: this office to insure continued conformance with
applicable codes. Please review.öarefull.y all comments attached, as failure
to comply with instructions in' this report can result in suspension of permit to
. . S construct or install improvements. •'
' .5
.fl Disapproved - Please see the attached report of deficiencies. Please mák?. QorreQtons to,
S '
• 'plans or specifications necessary to indicate compliance with applicable '
codes and standards. Submit corrected plans and/Or specifications to this .
office for review.
S • • •
S S S • - -••
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For Fire Department Use Only
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BEAM LINE'3 - SPAN G-H
-. Jb Numbir : 9581013X2
* . Job Name : SCHUMACHEK 1969
Desianer : GRM
Date .: 04-&-'1998
•
-
PL P1 P2. p3 . P4 P5 P6
j' •i' : 1:
P7 08
- i .
13.5001
1
50000'
RR
Dimensions (ft) 11 '8.500 LO = 50.000 12 0.000
Load Data (lbs &.lb/ft) Beam Weight=', 36.3,
Minimum Maximum ' Dist. from ;eft support (ft)
• Left cant11 ever- . .:.PL .0.0 , '. 0.0 . . - .
P(1') = 6335.0 , 11870.0' X= 8.5
'P 1620.0..
Between supports
. x = 0 1 = , 3240.0
r. . P 2 1350.0 2700.0 x 4 .
P 3 1890.0 . 3780.0 ' x 10
P 4 2648.0 , 4808.0 x 18
P 5 2648.0 4808.0 x 26
• p 5 = 2160.0 4320.0 . -x•,= 34
•
' P 7 =, 3410.0 , -5030.0 ' x = 42. . .
P 8 = 1250.0 ' ,' - 2330.0, x 46
$ .4
• Reactions (ibs)
Maximum
Left-support
31636.8 .
Right support
14313.8 --
. • Minimum 17330.9 7162.9
. •. Dead load : 17330.9 8103.8 '
Shear @"d" :' '16127.5 - ,14223.1.
Maxirnum'Móments (ft.lbs
Positive Moment . +MO(max) = 171436.5 ' at x . 26.000 -
. . Negative Moments .
,
-M1(max) 102206.4 -. -M2(max) =
,
0.0
-
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.
DESIGN' BEAM :- 5.125 x 30 In 24' F, F 165 •. E - 1.
- - CODE :- UBC 1994 / +Fb Depth Factor Adjusted for LID
. . *,. . -. . • ' -
'Max. Stresses (psi) - Allowable 'Stresses (psi).- Sciess % -
+'fbo 2676.1 ,- +Fb =2400 x 1.25 x 0.903 x-1.003 2717.-O- - 99.50.
-fbi 1595.4 - -Fb1= 2400 x 1.25'x (0.9O3< 091fl'= 2709'6 5L88
• -fb2 = 0.0 -Fb2= 2400 x 1.25 x (0.903 < 1-.00 2709.6 -1.00 fyi = 157.3
fv2 138.8 =
'Fv =,165 x 1.25' '206.3
Nzs.imum Shear % ?6.29
Dead Load Deflections (in) dL -.542 d0 1.712,'- dR =,"0.006'
Bearing Lengths (in), Fp = 650 psi Left = 9.50 Right = 4 30"
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SCHUMACHER ENGINEERING 1969 Palomar Oaks Way, Carlsbad CA
*
UNIFORM CODES ANALYSIS --:.ROOM 342
INFORMATION
. Questions regarding Schumacher Engineering's Room 342 BTBAS arid TEOS operations should be
directed to:
I
1 Questions regarding tenant improvements to Room 342 should be directed to:
Questions regarding this eport should be directed to:
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I SCHUMACHER ENGINEERING 1969 Palomar Oaks Way Carlsbad CA ,
I UNIFORM CODES ANALYSIS - ROOM 342
TECHNICAL REPORT
$ HAZARDOUS MATERIALS USE OPERATIONS - BTBAS & TEOS
CODE REQUIREMENTS & PROVISIONS
10 SCOPE
$ Eriksen-Rattan Associates Inc for the exclusive use of Schumacher Engineering prepared this Technical
Report". The report addresses Uniform/California Code requirements and conditions applicable to BTBAS
and TEOS.operations thát Schumacher Engineering plans to develop as tenant improvements in Room
- 342 in theirexisting "Building 2" facility located at 1969 Palomar Oaks Way in Carlsbad, California.
The purpose of the Code analysis is to provide Schumacher Engineering and their design team with
information applicable to both the design and maintenance of.the proposed BTBAS and.TEOS operations.,
Final design plans and completed details for the BTBAS and TEOS operations will be determined base. I..
on the information provided in this report
The hazardous materials involved with the BTBAS and TEaS operations are described in Section 2.0.
Code requirements and conditions applicable to the BTBAS and TEaS operations are described in
I Sction 3.0:
' Architeátural drawings associated with the BTBAS and TEOS operated will, be provided sepaateiyl
McGraw/Baldwin Architects
- . ': - - .•
- .;
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1
This report is the property of Eriksen-Rattan Associates mo. and was prepared exclusively for us&by Schumacher Engineering for I .the BTBAS & TEOS ope ration spianned for Room 342 in their existing "Building-2" facility located at 1969 Palomar Oaks Way in,
Carlsbad, CA.-.Copies of this report retained by Schumacher Engineering shall be-utilized only by Schumacher Engineering for 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. • . . -
Eriksén-Rattan Associates Inc. . • . Technical Report - Hazardous Materials Use Operations— BTBAS & TEOS , ' • - . - - Code Requirements & Provisions - 4/5/98-w/5-'l 5-98 Revisions - Page 1 of 24
SCHUMACHER ENGINEERING: 1969 Palomar Oaks Way, Carlsbad CA
UNIFORM CODES ANALYSIS -ROOM 342 PROJECT
2.0 ROOM 342 PROJECT CONDITIONS
2.1 General Conditions
Schumacher Engineering plans to develop Room 342 for BTBAS and TEOS operations. Room 342 is
located in Schumacher's existing "Building 2" facility located at 1969 Palomar Oaks Way in Carlsbad,
California.
The BTBAS and TEOS operations in Room 342 will be designed and constructed as a Group H, Division
3/7 Occupancy, based on the conditions and requirements addressed in the 1994 Uniform/California:
Codes.
2.2 Hazardous Materials Conditions
Hazardous materials conditions for the BTBAS and TEOS operations will involve use-closed system and
handling [packaging] operations. The types and amounts of hazardous materials associated with the
BTBAS and TEOS operations are identified in the following table. All use and packaging operations will be •
"use-closed system operations"..
HAZARDOUS MATERIALS CONDITIONS - ROOM 342 PROJECT
MatriaI &CAS# Hazard Classifications LJse-ClbedSystii Amount . Helium Inert/Nonhazardous Compressed Gas 293-586 Cf [1-2 Cylinders] CAS# 7440-59-7 -
Nitrogen Inert/Nonhazardous Compressed Gas 305-710 Cf [1-2 Cylinders] CAS# 7737-37-9 Bis(Tert-Butylamino)Silane Corrosive . 213.5 Gallons [BTBAS] Flammable Liquid I-C [1 each 55-gallon drum - raw CAS# 186598-40-3 Toxic material for transfer into 1 each 50-
Water Reactive 2 liter/13.2-gallon still]
[3 each 200-liter/52.8-gallon
collection vessels - distilled
material]
Tetraethylorthosiicate Combustible Liquid II 713 Gallons [TEOS] Irritant [2 each 1,350-liter/356.6-gallon CAS# 78-10-4 Other Health Hazard totes - liquid transfer from Room
329]
The itemization on the following 2 pages provides an overview of the BTBAS and TEOS use-closed
system operations. .
Eriksen-Rattan Associates Inc. - Technical Report - Hazardous Materials Use Operations - BTBAS &TEOS
Code Requirements & Provisions - 4/5/98 w/5-15-98 Revisions - Page 2 of 24
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SCHUMACHER ENGINEERING: 1969 Palomar Oaks Way, Carlsbad CA
UNIFORM CODESANALYSIS - ROOM 342 PROJECT
Li
CodItih- '" 'I :'OtkMs '33i A: BTBAS Distillation & Packaging Operations • Delivery to Room 342:
BTBAS will be delivered in a 55-gallon drum from the
existing H-2/H-7 Storage Room 503 to Room 34.
The 55-gallon drum will be placed inside a completely
enclosed 5'x 12' exhausted enclosure where the distillation
operations will take place.
Distillation:
BTBAS will be transferred from the drum through a closed
piping system to a 50-liter double-contained, stainless steel
glass-lined still.
BTBAS will be distilled and then transferred through a
closed piping system from the 50-liter still into 200-liter
collection vessels. The collection vessels will be double-
contained stainless steel, glass-lined vessels.
Transfer& Packaging:
BTBAS will be transferred through a Nitrogen/Helium
vacuum/purge closed piping system from the collection
vessels into individual 1.2-liter & 11-liter stainless steel
containers.
The transfer/packaging operation will occur in a
purged/inerted (Nitrogen/Helium] environment inside a fume
hood enclosure.
Once filled, the 1.2-liter & 11-liter vessels will be transferred
to Room 330C, an existing H-3/H-7 flammable liquids
storage room.
Fire Protection: A CO2 automatic fire extinguishing
system will protect both the distillation exhausted enclosure
and packaging fume hood.
Containment:
Distillation Exhausted Enclosure: The 5' x 12' distillation
exhausted enclosure will be provided with >1= 4" deep local
containment [>1=19.8 cubic feet], capable of containing
more than 147 gallons (0.134 cf per gallon], nearly 3 times
the volume of the, largest vessel in the enclosure. [NOTE:
No fire protection water inside the enclosure - thus,
containment for 20-minute sprinkler system discharge is not
required.]
Packaging Fume Hood: The packaging fume' hood will
have containment capacity sufficient to contain more than
the volume of the largest container filled at any time [11-liter
vessel].
Vessels: Vessels will be double-contained, stainless steel,
glass lined vessels.
Explosion Control: Explosion control will be provided for
the BTBAS operations by the following engineering controls:
Exhaust Ventilation: Exhaust ventilation will be maintained
in the distillation exhausted enclosure and packaging fume
hood sufficient to maintain flammable vapors at
</0.0013%, well below 25% of the LFL/LEL of 0.125%.
Inert/Purged Environment: Both distillation and packaging
operations will be under purged/inerted conditions using
Nitrogen and Helium as purge and push gases.
Water: The distillation exhausted enclosure and packaging
fume hood will be designed to prevent the intrusion of
water, because BTBAS in contact with water is the
condition that can generate the evolution of flammable
vapors.
CO2: CO2 automatic fire extinguishing system protection
will be provided in both the distillation exhausted enclosure
and the packaging fume hood.
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Eriksen-Rattan Associates Inc. Technical Report - Hazardous Materials Use Operations - BTBAS & TEOS
Code Requirements & Provisions - 4/5/98 w/5-15-98 Revisions - Page 3 of 24
Coditon
2.2-B: HAZARDOUS MATERIALS CONDITIONS - ROOM 342 OPERATIONS
Oj1è?átions B TEOS Liquid Transfer Operations . TEOS will be transferred through a closed piping system from
process vessels located in Room 329 to 1:350-liter totes in
Room 342
The totes will be double-contained stainless steel glass lined
vessels mounted on a 6 x 12'x 18 deep containment skid
Local containment will be provided within the skid capable of
containing >/=788.6 gallons [17.6" deep required - 18 deep provided] 788.6 gallons = volume of the largest tote [356 6
gallons] + 20 minute fire sprinkler system flow [0.3 gpm x 72
sf x 20 minutes = 432 gallons]
Vessels and containment will be exhausted independent of
the room exhaust system
SCHUMACHER ENGINEERING 1969 Palomar Oaks Way, Carlsbad CA
UNIFORM CODES ANALYSIS- ROOM 342 PROJECT
30 CODE ANALYSIS
0
•0 0 1 I.The Code analysis that follows on pages 6-24 addresses. applicable 1994 Uniform/California Bulldin
Code and 1.994 Uniform/California Fire Code conditions and requirements for Schumacher Engineering's
BTBAS and TEOS operations in Room 342
Conditions other than the conditions addressed ordescribed herein are outside the scope of this report.
S
- - 0
•0 0• U Discrepancies between the information presented herein and actual conditions and conditions presented
on plans are- the sole responsibility of Schumacher Engineering. -/erification of compliance with the Code
I requirements and provisions addressed herein is outside the scope of this report.
-.
.
I. The purpose of the Code analysis is to provide Schmácher Engineering and their design teamWith',
information applicable to both the design and maintenance of the BTBAS and TEOS operations Final
design plans and completed details for the BTBAS and TEOS operations in Room 342 will be determined.
based on the information provided in this report..
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Eruksen Rattan Associates Inc Technical Report Hazardous Materials Use Operations - BTBAS & TEOS
I .. .
Code Requirements & Provisions - 4/5/98 w/5-15-98 Revisions - Page 5 of 24 -
- 4
SCHUMACHER ENGINEERING: 1969 Palomar Oaks Way, Carlsbad CA
UNIFORM CODES ANALYSIS - ROOM 342 PROJECT
3.0: CODE REQUIREMENTS & PROVISIONS - GROUP
1994JeféWió*
1. Occupancy Group H, Division 3/7 Occupancy - use-closed system Same as SE proposed conditions. UBC 204
Classification conditions. UBC 307
See Section 2.0 for description of operations and types UBC Table 3-D
and amounts of hazardous materials. UBC Table. 3-E
UFC 204
UFC 209
UFC 7902.5
UFC Table 7902.5-A
UFC 7903.2
*Table 7903.2-B
UFC 8001.8
UFC 8001.13
UFC Table 8001.13-A
UFC Table 8001.12-B
UBC 204
2. Occupancy . North & West Sides - Existing 1-Hour FR Same as SE proposed conditions. UBC 302
Separation Occupancy Separation: Between Room 342 and Also, see Item 9 for fire damper requirements. * UBC 306
exposures to the North [exit corridor & bubbler * UBC 307
storage] & West [exit corridor]. : UBC 713
South Side - Existing 2-Hour FR Occupancy UBC Table 3-D
• Separation: Between Room 342 and existing Room UBC Table 3-E
UFC 204 • 330C/Flammable Liquids Storage Room. . UFC 7902.5
East Side - Exterior Wall: Not applicable. UFC Table 7902.5-A
UFC 7903.2 - Table 7903.2-B
UFC 8001.8
UFC Table 8001.13-A
UFC Table 8001.12-B
UFC 8003.8.1.5
Eriksen-Rattan Associates Inc. . Technical Report - Hazardous Materials Use Operations - BTBAS & TEOS Code Requirements & Provisions - 4/5/98 w/5-15-98 Revisions - Page 6 of 24
. - .-
SCHUMACHER ENGINEERING: 1969 Palomar Oaks Way, Carlsbad CA
UNIFORM CODES ANALYSIS - ROOM 342 PROJECT
!0s('],]1lIlREQUIREMENTS :I'iVISION 3/7 ROOM 342 OPERATIO
Cödé'Côñdutià'iis 1994 Cjd'Référe1kè
Room: UBC 307.2
3. Floor Construction Noncombustible floor [concrete]. Same as SE proposed conditions. UFC 7901.8
[Includes Liquid-tight floor, including joints at wall UFC 8001.8
Curbs/Sills Ramps, intersections. . UFC 8001.13
Recessesetc.]-
r Distillation Exhausted Enclosure: UFC 8003.1.7
Noncombustible floor and curbs/berms. UFC 8003.10.3
Enclosure floor/curbs will be sealed/coated so that UFC 8004.2.3.6
they _are _liquid-tight.
Not applicable to SE conditions -- no storage of Water Same as SE proposed conditions - not applicable to use UFC 7902.5.4
4. Waterproof Room Reactive liquids in the room. conditions. UFC 8003.10.1.4
5. Location In 1St/ground floor. *At or above 1st floor/story. UBC 104.2.8
Building East wall of the room will be an exterior building wall. >/25% of the perimeter of the room located on an UBC 307.3
exterior wall. UBC 503.4.5
UBC 506
UBC Table 5-13
6. Location on Existing building conditions comply with applicable Code Same as SE proposed conditions. UBC 503.4.5
Property requirements - no special Code requirements for H-3 UBC Table 5-A
rooms when detached storage is not required.
Eriksen-Rattan Associates Inc. Technical Report - Hazardous Materials Use Operations - BTBAS & TEOS
Code Requirements & Provisions - 4/5/98 w/5-15-98 Revisions - Page 7 of 24
W -1111W Am , — W Mi aw IS.oft M,IS so —.IS
SCHUMACHER ENGINEERING: 1969 Palomar Oaks Way, Carlsbad CA
UNIFORM CODES ANALYSIS - ROOM 342 PROJECT
bitiaiis;
3.0: CODE REQUIREMENTS faPROVISIONS - GROUP H, DIVISION 3/7 ROOM 342 OPERATIONS
.•.. ... .
éCóditjo:ii.. :. . ., •rqRice
7. Explosion Control See Section 2.0— explosion control is provided by the Same as SE proposed conditions. ,UBC 307.10 . mitigation of the explosion potential hazards associated UFC 103.1.2
with BTBAS - i.e.: UFC 8003.1.12
Exhaust Ventilation: Exhaust ventilation will be UFC 8004.2.2.4
maintained in the distillation exhausted enclosure and . UFC 8004.2.3.5
packaging fume hood sufficient to maintain flammable
vapors at <1=0.0013%, well below 25% of the LFL/LEL
of0.125%. See Attachment 1 - BfBAS Facility Data
provided by SE.
Inert/Purged Environment: Both distillation and
packaging operations will be under purged/inerted
conditions using Nitrogen and Helium as purge and
push gases.
Water: The distillation exhausted enclosure and
packaging fume hood will be designed to prevent the
intrusion of water, because BTBAS in contact with
water is the condition that can generate the evolution
of flammable vapors.
CO2: CO2 automatic fire extinguishing system
protection will be provided in both the distillation
exhausted enclosure and the packaging fume hood.
8. Smoke & Heat Not applicable to SE proposed conditions - i.e.: Same as SE proposed conditions - not applicable to UBC 307.2.6
Venting Room size will be <1=1,630 sf[UBC 906.1 requires Room 342 conditions. UBC 906.1 smoke & heat venting in H3 Occupancy only when
area is >15,000 sf].
There will be no storage of BTBAS [Water Reactive 2
liquid] in the room [UFC 8003.10.1.5 requires smoke &
heat venting only for storage of >Exempt amounts of
Water Reactive _2_liquids].
Eriksen-Rattan Associates Inc. Technical Report - Hazardous Materials Use Operations - BTBAS & TEOS
Code Requirements & Provisions - 4/5/98 w/5-15-98 Revisions - Page 8 of 24
— - — _) — — — — — — — - — answas — —
SCHUMACHER ENGINEERING: 1969 Palomar Oaks Way, Carlsbad CA
UNIFORM CODES ANALYSIS - ROOM 342 PROJECT
3.0 CODE If IR OOM P4OPERATIONS
9. Smoke & Fire SE has indicated that they will comply with applicable Smoke Dampers: UBC 713
Dampers Code requirements. See plans provided separately by >/Class II, 25OoF smoke dampers to be installed in
others. the following ducted or unducted air openings:
* Penetrations of area separation walls.
* Penetrations of occupancy separation walls.
* Penetrations of fire-resistive construction of
horizontal exit walls or corridors serving as required
exits.
* Penetrations of shaft enclosures.
Dampers to be accessible for inspection & servicing.
Fire Dampers:
Fire dampers to be installed in the following ducted or
unducted air openings:
• * Penetrations of area separation walls.
* Penetrations of occupancy separation walls.
* Penetrations of fire-resistive construction of
horizontal exit walls or corridors serving as required
exits.
* Penetrations of shaft enclosures.
* 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
S
.
within the duct system, but not less than 160oF.
Eriksen.Rattan Associates Inc. Technical Report - Hazardous Materials Use Operations - BTBAS & TEOS Code Requirements & Provisions - 4/5/98 w/5-15-96 Revisions - Page 9 of 24
SCHUMACHER ENGINEERING: 1969 Palomar Oaks Way, Carlsbad CA
UNIFORM CODES ANALYSIS - ROOM 342 PROJECT
TIT'
SE has indicated that they will comply with applicable
Code requirements. See plans provided separately by
others.
General:
SE has.indicated that they will comply with
applicable Code requirements.
Exhaust from the room will be through a Class 1
product conveying exhaust system to an existing
treatment system.
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
See plans provided separately by others.
ó Room Exhaust Ventilation:
>1 cfm per sf exhaust ventilation.
Exhaust air openings located <1=12" from lowest
point(s) in room.
At least 1 supply air opening located </=12" from
lowest point(s) in room.
System designed and installed to provide cross-
ventilation throughout the room.
Distillation Exhausted Enclosure: [Continued on
next page.]
Packaging Fume Hood: [Continued on next page.]
TEOS Collection Operations: [Continued on next
page.]
Types: Natural or mechanical ventilation.
Natural:
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.
ODerational when buildina is occuoied.
General Area Exhaust Ventilation System: Same as
SE proposed conditions.
Local Exhaust Ventilation Systems: Same as SE
prpposed conditions.
Class I Product Conveying Exhaust Duct Systems:
Recirculation: No recirculation of exhaust air.
System Design: Constant velocity system design.
Makeup Air:
* Provided to replenish air exhausted by the
ventilation system.
* Intakes located to avoid recirculation of
contaminated air.
Hoods/Enclosures: Sheet metal/steel -- >/=0.033
inch [20 gage] base metal thickness, or other
approved 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.
* Thickness: Depends on pressure, type & size of
duct--- refer to UMC Tables 5-13 & 6-A.
[Continued on next page.]
General/Area
Ventilation
Exhaust Ventilation
UBC 1202.2.1
UBC 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 8004.1.13
UFC 8004.2.2.2
UFC 8004.2.3.3
UFC Std 62-1
NFPA Fire Protection
Handbook
Eriksen-Rattan Associates Inc. Technical Report - Hazardous Materials Use Operations - BTBAS & TEOS
Code Requirements & Provisions— 4/5/98 w/5-15-98 Revisions - Page 10 of 24
- - - - - - - - - - ow - - - - - - -
SCHUMACHER ENGINEERING: 1969 Palomar Oaks Way, Carlsbad CA
UNIFORM CODES ANALYSIS - ROOM 342 PROJECT
co:decpndition I :. 194 Codei;ke
Class I Product Conveying Exhaust Duct Systems:
11. Exhaust Ventilation .*Distillation Exhausted Enclosure: Exhaust Ducts - continued: - UBC 713.10
- continued >/=600 cfm exhaust ventilation [6'x 12' room . Fittings: UBC 713.11
enclosure -- >/=100 lfm across 6' access door into >1=2 gages thicker than thickness required for straight UBC 1202.2.3
enclosure], runs. UMC 502
Exhaust air openings located <1=12' from lowest . Branches to connect to main duct(s) at the large end of UMC 506
point(s) in room. transitions at >450 angle. UMC 609
At least 1 supply air opening located </=12" from * Cleanouts: Accessible cleanouts required at 10' intervals
and at changes in direction. UFC 7902.5.11.4
lowest point(s) in room. * Supports: UFC 7903.2.3.5.2
System designed and installed to provide cross- </=8" Ducts: <1=12' intervals. UFC 8003.1.8
ventilation throughout the room >8" Ducts: </=20' intervals. UFC 8004.1.13
Packaging Fume Hood: Design: Assume 506/6 of duct is full of the particulate UFC 8004.2.2.2
>/=100 lfm across opening [cfm = 100 lfm x area of being conveyed. UFC 8004.2.3.3
oneninn] * Protection from Physical Damage: Protected by guards NFPA 91/2-1.6 -
Designed to capture vapors at point of generation. when installed in locations where they may be subject NFPA 91/2-4
TEOS Collection Operations: Local exhaust will be
. physical damage.
Exhaust Outlet Termination: provided for the TEOS collection operations, for the >/=30' from the following conditions:
both the vessels and the containment skid. .. 0 Property lines
O Combustible exterior walls
Openings into building which are in direction of
exhaust discharge.
>I10' from the following conditions:
Above Grade.
.. . 0 Openings in building.
>1=6 from exterior walls & roofs.
* Clearance from Combustible Construction: >/=18" or
• protected with approved construction [i.e.: insulation].
Fire Protection: Required for ducts having a cross-
sectional dimension >10. One [11.01 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.
[Continued _on_ next _page.]
Eriksen-Rattan Associates Inc. Technical Report - Hazardous Materials Use Operations - BTBAS & TEOS
Code Requirements & Provisions - 4/5/98 w/5-15-98 Revisions - Page 11 of 24
SCHUMACHER ENGINEERING: 1969 Palomar Oaks Way, Carlsbad CA
UNIFORM CODES ANALYSIS - ROOM 342 PROJECT
Codeç6ndits&n5 Pir&Pis,ouis
*Class I Product Conveying Exhaust Duct Systems -
11. Exhaust Ventilation SE has indicated that they will comply with applicable continued: UBC 713.10
- continued Code requirements. See plans provided separately by Exhaust Ducts - continued: UBC 713.11 others. Elevated Temperatures: Not specifically applicable . UBC 1202.2.3
. to SE conditions -- no elevated temperature exhaust UMC 502
air. UMC 506
Explosion Venting: Not specifically applicable to SE UMC 609
conditions -- no explosive vapor/air concentrations in UFC 7902.5.11.4
exhaust ducts. UFC 7903.2.3.5.2
Dampers: - UFC 8003.1.8
* Fire/Smoke Dampers: Not allowed, except for the UFC 8004.1.13
following conditions: UFC 8004.2.2.2
Through fire walls/floors [not allowed through 4- UFC 8004.2.3.3
hour occupancy separation]. NFPA 91/2-1.6
Collection system at end of system protected by NEPA 91/2-4
fire sprinkler system.
Duct system protected by fire sprinkler system.
See Item 9 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.
f Balancing devices secured to prevent inadvertent
adjustment or loss of transport velocity.
Eriksen-Rattan Associates Inc. ... Technical Report - Hazardous Materials Use Operations - BTBAS & TEOS
Code Requirements & Provisions —4/5/98 w/5-15-98 Revisions - Page 12 of 24
SCHUMACHER ENGINEERING: 1969 Palomar Oaks Way, Carlsbad CA
UNIFORM CODES ANALYSIS - ROOM 342 PROJECT
10
!0'!s]']1REQUIREMENTS & PROVISIONS - GR(.1uJJ •DIVISI ON IcYtI ROOM Ip4 OPERATIONS
12. Egress System SE has indicated that they will comply with applicable General: UBC 302.3
Code requirements. See architectural plans provided Travel Distance to Exit: 75'. UBC 713.7
separately by others. Exit Doors: UBC 1003
* Swing: Direction of egress. UBC 1004
* Width - Single Leaf: >/=3'& <1=4'. UBC 1005.8
* Height: >16'8". *UBC 1018
* Fire Rating: UBC Table 10-A
2-Hour Occupancy Separation Walls: >1=1-1/2
hours-- limited to </100 si of glazing, with a
minimum glazing dimension of 4'.
1-Hour Occupancy Separation Walls: >1=1 hour --
limited to </=100 si of glazing, with a minimum
glazing dimension of 4".
1-Hour Exit Corridor Walls: >/=20-minute
approved smoke & draft control assembly --
limited to </=100 si of wired glass.
•• Exterior Wall: As required for exterior wall
opening protection.
* 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.
Eruksen.Rattan Associates Inc. . Technical Report - Hazardous Materials Use Operations - BTBAS & TEOS Code Requirements & Provisions - 4/5/98 w/5-15-98 Revisions - Page 13 of 24
SCHUMACHER ENGINEERING: 1969 Palomar Oaks Way, Carlsbad CA
UNIFORM CODES ANALYSIS - ROOM 342 PROJECT
13. Fire Extinguishing
System Protection
General Conditions:
SEhas indicated that they will comply with
applicable Code requirements.
See plans provided separately by others.
Distillation Exhausted Enclosure & Packaging
Fume Hood Protection - BTBAS:
Carbon Dioxide is the recommended automatic
extinguishing system agent for the BTBAS
exhausted enclosure and BTBAS packaging fume
hood.
BIAS is reactive with water and water will not
extinguish a BTBAS fire. Water sprinklers should not
be located in either the distillation exhausted
enclosure or the packaging fume hood.
System will be designed & installed in accordance
with NFPA 12.
Room Protection - Fire Sprinklers:
Design Area: Area of room [<3,000 sq.
Design Density: >1=0.3 gpm over design area.
Sprinklers: High temperature
Spacing: </=100 sf.
Inside/Outside Hose Stream Allowance: 500 gpm.
Waterflow Duration: >1=2 hours.
Code Conditions:
BTBAS Protection - Distillation Exhausted Enclosure
& BTGAS Packaging Fume Hood:
The Code allows the use of approied alternate automatic
fire-extinguishing systems when the application of water is
determined to create a hazardous condition.
* The application of water to BTBAS in the distillation
exhausted enclosure and BTBAS packaging fume hood
will create a hazardous condition.
* The use a fire extinguishing system other than a fire
sprinkler system must be specifically approved by both the
City of Carlsbad Fire & Building Departments.
Room Protection: Automatic fire sprinkler system,
designed as indicated in SE proposed conditions.
Carbon Dioxide System Requirements: See NFPA 12.
Fire Sprinkler System Requirements: The conditions
addressed herein are presumed to be existing, with SE
conditions in compliance with applicable Code
requirements. -
Maximum Individual System Size: 52,000 sf.
Local Waterflow Alarms
* Outside building adjacent to sprinkler system riser(s).
* Inside building at a normally occupied location.
Waterflow & Control Valve Monitoring & Trouble
Signals:
Waterflow alarm signal transmitted to an approved
constantly attended on-site or off-site location.
$ Control valve supervision - trouble signals transmitted to
approved off-site location or constantly on-site location.
* NOTE: At the discretion of the Fire Department, one or
both of the following may be required for control valves:
Chained/locked open; or
Valve supervisory control/switch, with signals &
monitoring as described above.
Standby/Emergency Power: Standby/emergency power
required for waterfiow alarms & electrical valve
monitoring.
Sprinkler System Design: Same as SE proposed
conditions.
UFC 1003
UBC Chapter 9 [904.2]
UBC Std 9-1 [NFPA 13]
UFC Table 7902.5-F
UFC 8003. 1.11
NFPA 12
Eriksen-Rattan Associates Inc. Technical Report - Hazardous Materials Use Operations - BTBAS & TEOS
Code Requirements & Provisions - 4/5/98 w/5-15-98 Revisions - Page 14 of 24
SCHUMACHER ENGINEERING: 1969 Palomar Oaks Way, Carlsbad CA
UNIFORM CODES ANALYSIS - ROOM 342 PROJECT
Approved Portable
Fire Extinguishers
Electrically
Classified Areas -
Class I Flammable
Liquids [BTBAS]
Dry Chemical or Dry Powder is the recommended type
of extinguishers.
SE has indicated that they will comply with applicable
Code requirements.
See plans provided searatelv by others.
See Section 2.0 for discussion of operations and the
types and amounts of Class I Flammable Liquids
[BTBAS] in use.
SE has indicated that they will comply with applicable
Code requirements.
See plans provided separately by others.
Minimum 3A4013C.
<1=50' travel distance.
1 located outside each room adjacent to each exit door
1 located inside each 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
497B
Eriksen.Rattan Associates Inc. S Technical Report - Hazardous Materials Use Operations - BTBAS & TEOS
Code Requirements & Provisions - 4/5/98 w/5-15-98 Revisions - Page 15 of 24
- - - - - - - - - - - - - - - - - - -.
SCHUMACHER ENGINEERING: 1969 Palomar Oaks Way, Carlsbad CA
UNIFORM CODES ANALYSIS - ROOM 342 PROJECT
, ' cdwoi " 'd qIfr PTöV1SIÔn •'
15. Electrically See Section 2.0 for discussion of operations and the Class I, Division 2-Group D Electrical Locations - UFC 7901.4
Classified Areas - types and amounts of Class I Flammable Liquids continued: UFC 7901.10
Class I Flammable [BTBAS] muse. Open Ends of Vents: Area between T& 5' of open Table 7901.4-A
Liquids BTBAS1 q SE has indicated that they will comply with applicable end(s) of vent(s), extending in all directions. UFC 1903.2.2
continued Code requirements. Vents & Fill Openings: Area between 3' & 5' from *'UFC 8001.9
See plans provided separately by others. vent(s) & till opening(s), extending in all directions. NEC 500-3
Also, up to 18" above floor within a horizontal radius NFPA
of 10' from such openings. 4 30
Pumps, Bleeders, Withdrawal Fittings, Meters, .325
Etc.: Within 5' of any edge of pumps, bleeders, 491
withdrawal fittings, meters, etc., extending in all 497A
directions. Also, up 30 3' above floor level & within 4976
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 10' horizontally of opening(s), up'.
to 3' above the floor for a 5' radius.
Eriksen.Rattan Associates Inc. Technical Report - Hazardous Materials Use Operations - BTBAS & TEOS
Code Requirements & Provisions - 4/5/98 w/5-15-98 Revisions - Page 16 of 24
SCHUMACHER ENGINEERING: 1969 Palomar Oaks Way, Carlsbad CA
UNIFORM CODES ANALYSIS - ROOM 342 PROJECT
Code Condutu5n
3.0 CODE REQUIREMENTS & PROVISIONS - GROUP H, DIVISION 3/7 ROOM 342 OPERATIONS
SE rósedConditiôñs çodeecjLiIremnts & Idions 1994 Codes Referdhce
Design: Designed and fabricated from materials
16. Piping, Valves & SE has indicated that they will comply with applicable compatible with material to be contained. UFC 7901.11
Fittings Code requirements. Strength: Adequate strength and durability to UFC 8001.4.3
See plans provided separately by others. 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.]
Eriksen-Rattan Associates Inc. Technical Report - Hazardous Materials Use Operations - BTBAS & TEOS
Code Requirements & Provisions - 4/5/98 w/5-15-98 Revisions - Page 17 of 24
SCHUMACHER ENGINEERING: 1969 Palomar Oaks Way, Carlsbad CA
UNIFORM CODES ANALYSIS - ROOM 342 PROJECT
Code Condition
3.0 CODE REQUIREMENTS & PROVISIONS -
SE Prôiä'id Cdnditibñs
GROUP H, DIVISION 3/7 ROOM 342 OPERATIONS
CdiR'"equihié"nts&roVisins :J"0%4 CodeReference
Pipe Joints:
16. Piping, Valves & SE has indicated that they will comply with applicable Liquid-tight. UFC 7901.11
Fittings - continued Code requirements. Welded, flanged or threaded -- welded only when UFC 8001.4.3
See plans provided separately by others. located in concealed spaces inside the building.
Nonmetallic joints to be approved.
Pipe joints dependent on friction characteristics or
resilience f 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 >1= 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 systeni.
• ldentification:
Piping/Tubing: Piping/tubing identified to indicate
material conveyed with directional arrows -- per ANSI
A13.1 -- as follows:
* Each valve.
* Each wall, floor, ceiling penetration.
* Each change in direction.
* Every 20 or fraction thereof throughout piping run.
Supports: Adequately supported & seismically braced,
with bracing/support in accordance with the following:
Piping Supports
Pipe Sz Su&rt fliteivats
<1=6'
3/4=1" <1=8'
>/=1-1/4"- Horizontal </10'
Every Floor Level >/=1-1/4"- Vertical
Eriksen-Rattan Associates Inc. Technical Report - Hazardous Materials Use Operations - BTBAS & TEOS
Code Requirements & Provisions —4/5/98 w/5-15-98 Revisions - Page 18 of 24
SE has indicated that liquid transfer operations will be
in accordance with Code requirements.
See plans provided separately by others.
See Section 2.0 for description of transfer operations:
, listed or designed and constructed in
ice with approved standards for the intended
nt, machinery, vessels & processes to be
use.
Liquid Transfer Methods: One [1] of the following
methods
Transfer through an approved closing piping system
[see Item 16].
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 20].
*Positive Displacement Pumps: One [1] of the
following provided to prevent overpressure:
Pressure relief discharging back tothe 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 - BTBAS:
Bonding/grounding required for BTBAS transfer
systems to prevent static accumulations.
Equipment,
Machinery, Vessels
& Processes
Liquid Transfer
Operations
14,19 00006§-
SE has indicated that they will comply with applicable Equipme
Code requirements. approvec
See plans provided separately by others. accordar
UFC 7902.1.8
,UFC 8001 .4.4
UFC 7903.1.3
UFC 8004.1.17
I
SCHUMACHER ENGINEERING: 1969 Palomar Oaks Way, Carlsbad CA
UNIFORM CODES ANALYSIS - ROOM 342 PROJECT
Eriksen-Rattan Associates Inc. Technical Report - Hazardous Materials Use Operations - BTBAS & TEOS
Code Requirements & Provisions - 4/5/98 w15-15-98 Revisions - Page 19 of 24
- - - - - - - - - - - - - - - - - - SCHUMACHER ENGINEERING 1969 Palomar Oaks Way, Carlsbad CA
UNIFORM CODES ANALYSIS - ROOM 342 PROJECT •
3.0 CODE REQUIREMENTS & PROVISIONS - GROUP H, DIVISION 3/7 ROOM 342 OPERATIONS
ColéCoiiditidif Pióöé%4d Cbiiditiois ; j994Befêèiii
19 Limit Controls SE has indicated that limit controls in accordance with Same as SE proposed conditions See also Item 16 for UFC 8004 .1.6 applicable Code requirements will be provided i.e.: , piping system controls
Temperature Control Temperature control will be
provided within the room to maintain normal ambient
temperiures within the room
Liquid Level Limit Controls Liquid transfer
systems for BTBAS and TEOS will be equipped with A
liquid level limit controls to prevent overfilling of the
receptor vessels- - See drawings provided by separately by others.
20 Spill Control, . BTBAS Operations Spill Control Same as SE proposed conditions - UBC 307.2.2
Drainage & See Section 2 0— spill control & containment in localized spill control & containment areas can be used UBC 307 2 3
Containment accordance with applicable Code requirements will in place of spill control/containment for the room UBC 307.2.4
be provided for BTBAS operations.•Containment: Same as SE proposed conditions - UFC 101.2
Containment does not include sprinkler system - localized containment areas can be used in place of UFC 101.3
waterfiow because the BTBAS areas will be * -,- containment for the room.- - UFC 103.1.2
protected with a CO2 automatic fire extinguishing Monitoring Same as SE proposed conditions -visual UFC 8003 1 7
system observation is the preferred monitoring method UFC 8004 1 17
Also see Item 3 -;'spill control & containment areas UFC 8004 2 3 6
will be noncombustible and liquid tught
-..
-
TEOS Operations: . . . . . See Section 2 0— spill control & containment in
accordance with applicable Code requirements will
be provided for TEOS operations
Containment will include 20 minute fire sprinkler
System flow.
Also see Item 3 - spill control & containment area
will be noncombustible and liquid tight
Monitoring Monitoring of the spill control &
containment areas will be aàcomplished through visual .. . -
observations:
,4_ _fs -•_ - - __;
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- .
SCHUMACHER ENGINEERING: 1969 Palomar Oaks Way, Carlsbad CA
UNIFORM CODES ANALYSIS - ROOM 342 PROJECT
3.0 CODE REQUIREMENTS & PROVISIONS - GROUP H, DIVISION 3/7 ROOM 342 OPERATIONS
Code Condition SE PW*bsed Conditions c6déRè.thFèiib,Tt &Wovtsi6fls 1994 Cods Reference
21. Emergency Alarm Not applicable to SE conditions - no storage >Exempt Same as SE proposed conditions - not applicable for UFC 8003.1.15
System Amounts in Room 342. storage <Exempt Amounts.
Systems Requiring Emergency Power System:
22. Emergency Power SE has indicated that they will comply with applicable Required to automatically supply all required electrical UBC 307.2.7
System Code requirements through their existing on-site systems when normal power is interrupted for: UBC 307.2.8
emergency generators. Electrically operated limit controls - see Item 19. UFC 8003.1.13
See plans provided separately by others. Mechanical exhaust ventilation system -- see Item 11. UFC 8004.1.7 Sprinkler system watei-flow and valve tamper - see item
13. [NOTE: Required for all sprinkler system waterfiow &
valve tamper devices, regardless of occupancy
classification conditions.]
Exit illumination.
Exit sign illumination.
Emergency Power System Requirements: A standby
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 standby power system may
consist of one [1] or more of the following as approved
by the City of Carlsbad Building & Fire Departments:
On-site storage batteries.
On-site generator set.
On-site uninterruptible power supply [UPS system].
Separate electrical service.
23. Lighting SE has indicated that adequate lighting by natural Same as SE proposed conditions -- to follow lES &
and/or artificial means will be provided. California Energy Standards conditions. UFC 8004. 1.11
General: SE has indicated that the control of ignition
24. Ignition Source sources and electrical equipment, wiring and devices will Same as SE proposed conditions. UFC 7901.4
Control be in accordance with applicable Code conditions and UFC 7901.10 requirements. .
Open Flames & High Temperature Devices: None --
UFC 8001.9
not applicable to SE conditions.
Electrically Classified Areas: See Item 15.
Prevention of Static Electricity - BTBAS: SE has
indicated that precautions will be taken to prevent the
accumulation of static electricity.
Eriksen-Rattan Associates Inc. . Technical Report - Hazardous Materials Use Operations - BTBAS & TEOS Code Requirements & Provisions - 4/5/98 w15-15-98 Revisions - Page 21 of 24
SCHUMACHER ENGINEERING: 1969 Palomar Oaks Way, Carlsbad CA
UNIFORM CODES ANALYSIS - ROOM 342 PROJECT
-...I-',.
25. Handling &
Transportation in
Building
Transport of Hazardous Materials in Exit Corridors:
BTBAS:
* Individual 55-gallon drums of BTBAS will be-moved
from existing Storage Room 503 to Room 342.
* One drum will be moved at a time.
* Drums will be transported on suitable drum trucks.
TEOS:
* Filled TEOS totes will be moved from room 342
through an exit corridor to either the exterior of the
building or to the shipping area.
* Suitable lift trucks will transport the filled totes.
Powered Industrial Trucks/Forklifts:
Powered drum and lift trucks will be used and they
will either be LPG or battery powered.
SE has indicated that such operations will comply
with applicable Code conditions and requirements.
Transport of Hazardous Materials in Exit Corridors:
SE proposed conditions are in accordance with
applicable Code requirements;
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 outside the building.
* </=2 fuel containers per forklift.
* Total water capacity of fuel containers per forklift not
to exceed 105 pounds [nominal 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 in the warehouse by >/=20' distance.
Approved Battery Powered:
* >/=5' to be maintained between battery chargers
and combustible storage.
* Battery-charging areas to be conducted in areas in
not accessible to the public.
* Ventilation to be provided in battery-charging areas
to prevent accumulation of flammable gases [>1=6
air changes per hour, with exhaust taken at a point
near the highest point of the area (<1=12" from
highest point)].
* Repairs to be done outside the building, or in an
area specifically approved by the Fire Department
for that purpose.
UFC 1108
UFC 7901.12
UFC 8001.10
Eriksen-Rattan Associates Inc. . Technical Report - Hazardous Materials Use Operations - BTBAS & TEOS
Code Requirements & Provisions - 4/5/98 w/5-15-98 Revisions - Page 22 of 24
- - - -. - - - - - - - - - - - - - - SCHUMACHER ENGINEERING: 1969 Palomar Oaks Way, Carlsbad CA
UNIFORM CODES ANALYSIS - ROOM 342 PROJECT
Water Supply
Fire Department
Access
Emergency
Response;
Training &
Procedures
Existing conditions are presumed to comply -- existing
building.
*Access Roadways for Fire Department Apparatus:
Existing conditions are presumed to comply -- existing
building.
Key Box [Knox Box]: Existing conditions are
presumed to comply -- existing building.
SE has indicated that Code conditions and requirements
for emergency response, training and procedures will be
provided as required by the Fire Department -- existing
conditions are presumed to comply.
General: Approved water supply required.
Fire Flow: To supply required fire flow for fire
protection as determined by the building.
Portion(s) of Building Located >150' from Public
Fire Hydrant: On-site or additional public fire hydrants
required -- type & location are at the discretion of the
Fire Deoartment.
Access Roadways for Fire Department Apparatus:
Not applicable to SE "ROOM 342 Project" conditions --
existing building with existing access roadway(s) for fire
department apparatus access.
Key Box [Knox BOx]: Not applicable to SE "ROOM 342
Project" conditions -- existing building with existing Fire
Department building/area access provisions.
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 procedures, etc.].
UFC 903.2
UFC 903.3
UFC Appendix Ill-A
UFC Appendix Ill-B
UFC 901.4
UFC 902.2
UFC 902.3
UFC 902.4
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Code Requirements & Provisions - 4/5/98 w/5-15-98 Revisions - Page 23 of 24
- - - - - - - -. - - - - - - SCHUMACHER ENGINEERING: 1969 Palomar Oaks Way, Carlsbad CA
UNIFORM CODES ANALYSIS - ROOM 342 PROJECT
3.0 CODE REQUIREMENTS & PROVISIONS - GROUP H, DIVISION 3/7 ROOM 342 OPERATIONS
jode Condition SEPioosidConditiôns
The Fire Department may require that hazard
29. Hazard SE has indicated that hazard identification signage identification signage be provided outside the building,
Identification required by the Fire Department will be provided, at entrances to areas where hazardous materials are
Sinnárie used & stored and within use & storage areas.
If required, signage for Room 342 should indicate the
following hazardous materials conditions:
Health =3
Flammability = 3
Reactivity = 2
Special: CR .
W - Water Reactive - Do Not Use Water
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
white _and _yellow _backgrounds.
Approved numbers/addresses are required to be placed
30. Premises Existing conditions are presumed to comply -- existing on the building in such a position as to be plainly visible UFC 901 .4.4
Identification building. and legible from the street/road fronting the property.
Numbers are to contrast with their background.
31. Permits SE has indicated that they will comply with applicable Permits and plans required by the Fire Department. UFC 7901.3
Code requirements for a permit for their BTBAS & TEOS - UFC 8001.3
use operations in Room 342 as required by the Fire
Department.
Eriksen-Rattan Associates Inc. Technical Report - Hazardous Materials Use Operations - BTBAS & TEOS Code Requirements & Provisions - 4/5/98 w/5-15-98 Revisions - Page 24 of 24
SCHUMACHER ENGINEERING: 1969 Palomar Oaks Way, Carlsbad CA
UNIFORM CODES ANALYSIS - ROOM 342
5 April 1997
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
£V • t.. -
[]SCHUMACHERV
I ISO 9001 Certified FAX
•-
- Attn: Mary EriKsen-Rattail:...
I Company Eriksen Rattan Assoc Date 3/31/98
Fax Number (619)299-1229 # of pages (includIng cover sheet) 2
From Walt Spiegel
I Subject 8tBAS facility, data
V• Trácking#. : V
I if you do not receive all the indicated pages please contact Wait Spiegel (760)929-6234
Mary These are the remaining items you requested to prepare your revised report for BtBAS
1. Randy Skow has obtained the chemical inventory for organic bunker room 502..
V
Please see attached .updatd.inventory for room 502.
V V
V
V
V 2. calculatiori was performed by Ravi V Laxman for the evaporation rate of BtBAS fOr V
V
I .,
V determining.theappiicability of explosion control-requirements.. We needed to show't
that with our proposed ventilation, the concentration of BtBAS vapors in air was lower
than 25% of the published LFL value LFL for BtAS (05% by volume)
•I 25%(LFL.)=0.125% by volume. Results of calculation (See, attached sheet) for V V
- packaging station: Evaporation rate = 0.000288 lbs/minIsqft. Given the air flow rate,
shown the coñcentratión of vapor after 1 minute would be 13.17 ppm or 0.001317% by
V volume, This is well below 25% of the LFL.
V
V
V
I it you need any fur herinfotmationV Or have quôstions regarding this information please catl .
me. We are anxioslyawaitin your new report.Ptease cOpyPhil Pape and Gary Oshima at V
McGraw/Baldwin Architects on the report also. . Thank You. Walt. V
I -
I *
I
I
-
-
I
+ 1969 Palomar Oaks Way. Carlsbad, CA 92009 • Phone (760) 931-9555• Fax (760) 931-7819
bis-t-butytarnirlosilafle evaporation
Area . A 12.5 ft42 secs ppm_.
-
%voL
Gas const 82.05 atrrrcm3/g-mole K 01
-
0:00 0.000000
Ambient PA 760 Tarr 51 4.09 0.000409
- TP - 25 C 10 6.93 0.000693
Molec.'M MW 174.3 - 15 8.89 0.000889
VtiUation raté_ QO - 1408 cfm 20 10.26 0.001026
Airtemp_- T' 25C = 25 1120 0001120
Vapor pressure - PS 1.15 Tarr -
30
-
11.85 0.001185
Cabinet-volume - VC -
160 ft3 -
35 12.31 0.001231
Mixing factor MK 2 401 12.62 0.001262
Air flow over 1iq UU - - 112.64 ft/min or QO/A_ -
45 - 12.84 0.001284
Air velocity UW -
1.28 - 501 12.99 0.001299
Evap rate pairn TF - 3.6875 -
5 13.10 0.001310
Liq temp absolute TPK 298.15 1< -. -
60 13.17 0.001317
Air temp absolute TK 298.15 K
Evap rate param PREF 14.3791
Evap rate EV - 0.000288 lbslmin/ft2
Generation rate G - 0.009386 moles/min
- Gv 3.59E-05 secs ppm_ % vol -
- V 0.00023 m3/min 0 0.00 0.000000
V 0.008108 cfm = - 1 0.28 0.000028
704 /mix. factor - 2 .0.55 0.000055
.31 0.79 0.000079
41 1.02 0.000102
Malec wt of ref MWR - 18 water. 51 11.23 0.000123
\Mid speed Ci - 0.572211 rn/sec 61 1.43 0.000143
Ref KREF I 0.161746 71, 1.61 0.000161
K. 0.075886 -, 8 - 1.78 000178
Evap rate CR' 10598178 - 9 1.94 0.000194
-. CR 0.001256 lbs/mm 10 . 2.09 0.000209
- QRM 0.00327 moles/min = 11
-
2.22 0.000222
Gas const - RG 8.314 12 2.35 0.000235
Atmosphere, ATM 101333 . -
13 - 2.4.7 0.000247
Generation rate VF 8E-05 m3/min . 14 2.58 0.000258
0 .0.002825 cfm = 15 2.68 0.000268
0.00327 moles/mm -
30 3.57 0.000357
60 3.96 0.000396
S
I.
I
I.
1•
.
0
.
.
0
I
Date- 4-20-98 Job No osi
5598 97057
.-..
7.
-.-.- - •
I-
.
.- -.--- .- -_---- -'-'- - --z - - -
PROJECT TEAM PROJECT DATA SHEET IND(—:
ARCHITECT McGQAW/BALDWN ARO-ITECTS TENANT: SC$-UAACI-ER T I TITLE 94T
T - 2 GENERAL NOTES
€C14ANCAL/0lUiv62'JG TSUD-4YAMA KANO , JSES5' SECOt'OJTOP MATERIALS 13 OCQ.PA)CY CLASSIFICATION I
AND PROCESS CONTROLS EXITING PLAN
STPUCTLRAL
-
DASSE DESIGN
JOB. • I969PALAR OAKS WAY A-I FLOOR PLAN , REP . CIG. PLAN.
ELECTRICAL TLJ?PIN AND-RATTAN ENG ADDRESS CARLSBAD CA 92008 A 2 ROOF PLAN
A DETAILS.
I-IAZAPOOJS MATERIAL ERIKSEN RATIAN ASSOCIATES
ANALYSIS ASSESSOR S PARTIAL ROOF FRAMING PLAN
- • PARCEL NO.:, 213-092-20 DG. 969) S-2 DETAILS -•
- 213-092-21 (a.DG 1979) 5 3 PARTIAL PN'.EL ELEVATION
- - 4 - - . . '•.._a_ S-4 DETAILS
, I -
-, •' - .•.' •.. fl-LEGAL 5 slGA PORTION 0F LOTS 6-8. - M-I LEGEND ESYMBOL -•
r DESCRIFTIOt' MAP NO 10198 M 2 EOIJPMENT SCI-ES, -
- - - . - . PAR A. siwsow PARCEL p M-3 FLOOR • PLAN •
- - . NO 2354 . . M-4 \POOF PLAN
. . * M -5 - P.0-IAt'CAL,. EQUIP. YARD • . M 6 EMERGENCY, VENTILATION SI-UT OFF
ZONE-' P M PLAI-1s8) I'OLSTPIAL zc VALVE
/ 7 DETA DETAILS
. • : CODES . 1994 LBC M8 DETAILS , • • •
1994.13./C M-9 DETAILS •
, S• -M-IO TITLE 24FORMS - -
• ' . -.
•
1994 LPC
-- I 993 , •• - . M -11 WIRING DIAGRAMS • - .
* M 12 POINT SCI-EDLLE E SECX.ENCE
OF OPERATION
• -• -:. • - -
EXISTING OCCIPANOT. B2. 1-12 . 1-13, 1-16. 1-47 - - P- I FIRST FLOOR PLAN - • . . . . - P-2 FIRST FLOOR PLAN
6. ALL GLASS ADJACENT TO OR WiTI-UN DOORS AN) ADJACENT TO WALKING Date: Job No.: 4-20-98 o 7057 SURFACES SHALL BE SAFETY GLASS - WIRED GLASS AT I -HOUR RATED
GENERAL NOTES DISABLED PERSONS ACCESS NOTES WALL CONDITIONS AND SAFETY GLASS AT OTHER COlsO1IK'S. (U.B.C. 5-15-98 97057
CHAPTER 24)
I. AS A MNMjs4 STANDARD, ALL CONSTRUCTION WORK SHALL COMPLY DOORS E HARDWARE (U. Q . C. SECTION 10 7. INTERIOR FINISHES SHALL COMP.X Will-I U . B . C. CHAPTER 8 AND -.
WITH ALL APPLICABLE ADOPTED ZONING ORDINANCES, BUILDING CODES. LFC APPENDIX. V I - C.
BUILDING DEFARTe4r aPPLEENTARY PROCEDURES AND I. TI-E BLLDI'JG MIST BE ACCESSIBLE TO AND FUNCTIONAL FOR TI-E PHYSICALLY
r€waErrERs AND lsFPA BULLETINS. DISABLED. (CALIFORNIA CODE OF REGI.LATIOlsS. TITLE 24). 8. PROVIDE 2A I OBC RATED FIRE EXTINGUISHERS IN CABINETS AS INDICATED
ON FLOOR PLANS. CABINETS SHALL BE LOCATED AT I PER 6.000
2. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT TI-E USE OF SQUARE FEET OR PORTION T-EREOF. DISTANCE TO EXTNGUSI-EP 9.4ALL 2. THE GENERAL CONTRACTOR. THE SUBCONTRACTORS AND MATERIAL A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. I-IAN) - ACTIVATED DOOR NOT EXCEED 75 FEET. (U. F . C. ARTICLE 10. DIVISION V. U.F .C.
SPFLIEQS SI-tALL REFER TO TI-E DRAWINGS. SCI-FDU.ES AND OPENING HARDWARE SI-tALL BE CENTERED BETWEEN 30 NO-ES AND 44 t'ICI-FS . STANDARDS I 0- I AND C.A.C. T- I 9. SEC. 3.29)
SPECIFICATIONS AS A WI-IOLE WI-FN DETERMINING THE CONSTRUCTION ABOVE TI-E FLOOR. LATCHING AND LOCKING DOORS THAT ARE I-tAN)-
PEWRE?V€NTS FOR THE PROFCT. ACTIVATED AND WI-tO-I ARE IN A PATH OF TRAVEL, SI-tALL BE OPERABLE 9. BLISPElsOED CEILINGS SHALL BE LATERALLY BRACED. SEE DETAIL 7/A9.2.
WITH A SINGLE EFFORT BY LEVER - TYPE HARDWARE. BY PANIC BARS SUSPENDED CEOJsIG SHALL COMPLY WITH LEC TABLES 42-A AND 23F
3. TI-F GENERAL CONTRACTOR IS RESPONSIBLE FOR IDENtFY ALL PLS-l- RLL ACTIVATING BARS. OR OTHER HARDWARE DESIGNED TO PROVIDE
PASSAGE WITI.O(JT REOIJRU'$S TI-E ABILITY TO GRASP TI-E OPENING 10. ALL NEW CONSTRUCTION AND RENOVATION OF EXISTING CONSTRUCTION AREAS ON THE PQOECT WI-tO-I REQUIRE TOLERANCES BETWEEN HARDWARE. LOCKED EXIT DOORS SHALL OPERATE AS ABOVE IN EGRESS SHALL BE BUILT IN ACCORDANCE WITH STATE HANDICAPPED REOUREMENTS. ROUGH OPS-IN)GS AN)/OR FNSI.t MATERIALS AND PROVIDE FOR THE-DIRECTION. PER LIEC SEC. 004.3 AND LEC SEC. I 207 .3. PROPER TOLERANCES TO COMPLETE THE CONSTRUCTION N I I. T1.1S BIJLDT4G SHALL BE FILLY FIRE SPRINKLEPED. THE INSTALLATION
ACCORDANCE WITH THE REOUREMENTS OF THE CONTRACT DOCUMENTS. . OF AUTOMATIC FIRE SPRINKLERS SHALL COMPLY Will-I U. B.C.
3. EVERY REOIJRED EXIT DOORWAY SHALL BE OF A SIZE AS TO PERMIT THE STANDARD NO. 9.
4. .A.. ALL DRAWINGS. SCI-FDLLES AND SPECFICATIONS N TI-E BID INSTALLATION OF A DOOR NOT LESS THAN 3 FEET IN WIDTH AND NOT
LESS THAN 6 FEET 8 NO-ES N I-FIGHT. WHEN INSTALLED N EXIT 12. DOOR OPENINGS TI-ROUGH I HOUR RATED CORRIDORS SHALL BE PöTECTED PACKAGE ARE TO BE CONSIDERED EQUAL PARTS OF THIS CONTRACT
PACKAGE. THE CONTRACTOR AND HIS SW - CONTRACTORS SHALL BE DOORWAYS. EXIT DOORS SHALL BE CAPABLE OF OPENING AT LEAST Will-I A TIGHT FITTING SMOKE - AN) - DRAFT - CONTROL ASSEMBLY HAVING A
RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS, 90 DEGREES AND SHALL BE SO MOUNTED THAT THE CLEAR WITH OF THE FIRE PROTECTION VALLIE OF NOT LESS THAN 20 MNJTES. DOORS SHALL
SCHEDULES AND SPECIFICATIONS, INCLUDING CIVIL. ARCHITECTURAL, NO EXITWAY IS NOT LESS THAN 32 -ES. BE MAINTAINED SELF - CLOSING OR AUTOMATIC CLOSING BY ACTIVATION OF
STRUCTURAL, MECHANICAL , PU)ABNG AND ELECTRICAL. ALL 4. FOR I-tINGED DOORS. THE OPENING WIDTH SHALL BE MEASURED WITH TI-E
A SMOKE DETECTOR.
DISCREPANCIES, OMISSIONS OR ERRORS THAT OCCUR SHALL BE
ERCUGI-IT TO THE ATTENTION OF TI-E ARCHITECT N WRITING PRIOR DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED 13. THE CONTRACTOR SHALL EXAMINE TI-E SITE AND PORTIONS THEREOF
TO TI-E SWMISSION OF BIDS SO THAT CLARIFICATION MAY BE sSWo. POSITION. AT LEAST ONE OF A PAIR OF DOORS SHALL MEET THIS WHICH AFFECT THE WORK. TI-F CONTRACTOR SHALL VERIFY EXISTING
OPENING WIDTH PEOUREl-ENT. REVOLVING DOORS SHALL NOT BE USED CONDITIONS AND DIMENSIONS II'CLLONG BUT NOT LIMITED TO, WALLS.
B. ANY WORK PREFORMED N CONFLICT WITH ANY PART OF TI-E AS A REOURED ENTRANCE FOR TI-F PHYSICALLY DISABLED. FLOORS. MECHANICAL CONSTRUCTION , EXISTING CONSTRUCTION TO REMAN.
CONTRACT DOCUMENTS OR ANY CODE REOLIREMENT SHALL BE AND EXISTING CONSTRUCTION TO BE DEMCIJSI-ED PRIOR TO COMMENCEMENT OF
CORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE AND AT NO 5. THRESHOLDS SHALL NOT EXCEED 1/2 INCHIN HEIGHT. WORK BIDS , THE-THE-ARCHITECT SHALL BE NOTFIED IN WRITING OF ANY CONFLICTS.
EXPENSE TO THE OWNER OR ARCHITECT. ERRORS OR OMISSIONS. NO ADDITIONAL CHARGES BY CONTRACTOR SHALL BE
6. THE FLOOR OR LANDING ON EACH SIDE OF AN EXIT DOOR SHALL BE LEVEL. ALLOWED FOR DISCREPANCIES BETWEEN EXISTING CONDITIONS AND NEW
5. PRIOR TO THE START OF CONSTRUCTION . THE GENERAL CONTRACTOR THE LEVEL AREA SHALL HAVE A LENGTH N THE DIRECTION OF THE DOOR CONSTRUCTION THAT CCILD HAVE BEEN IDENTIFIED DURING EXAMINATION.
SWING OF AT LEAST 60 INCI-FS AND A LENGTH OPPOSITE THE DIRECTION SHALL VERFY LOCATION OF TRANSFORMERS AND LDERGROJSD OF THE DOOR SWING OF 44 NOES AS MEASURED AT RIGHT ANGLES TO 14. TI-F CONTRACTOR SHALL ARRANGE FOR THE PREMISES TO BE UTILITIES WITH APPROPRIATE UTLITY COMPANIES. N THE PLANE OF THE DOOR N ITS CLOSED POSITION. MAINTAINED N AN ORDERLY MANNER THROUGHOUT THE COURSE OF TI-E ADDITION. TI-F GENERAL CONTRACTOR SHALL VERIFY THE ACTUAL WORK. PROVIDE AND MAINTAIN BARRICADES AND FACILITIES AS REOURED
STATIC WATER PRESSIJ2E AT TI-E PROPERTY LINE AND REPORT THE 7 - THE WIDTH OF TI-E LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS TO PROTECT THE PUBLIC D&PNG THE PERIOD OF CONSTRUCTION. THE
FINDINGS N WRITING TO TI-E ARO-IITECT AND MECI-tANCAL ENGINEER SHALL EXTEND 24 NO-ES PAST TI-E STRIKE EDGE OF TI-E DOOR FOR CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING
EXTERIOR DOORS AND 18 NO-ES PAST THE STRIKE EDGE FOR INTERIOR STRUCTURE OR EOJPtsENT - SUCH DAMAGE SHALL BE REPAIRED AT THE
DOORS. CONTRACTORS EXPENSE AND TO THE SATISFACTION OF TI-E OWNER AND A1204TECT - 6 . THE GENERAL CONTRACTOR AN) HIS SW - CONTRACTORS SHALL
BE RESPONSIBLE FOR COORDINATION OF TI-FR WORK WITH ilE 8. THE SPACE BETWEEN TWO CONSECUTIVE DOOR OPENINGS N A VESTBJ..E - IS. MECHANICAL PLUSENG AND ELECTRICAL CONTRACTORS SHALL REVFW WORK OF OTHERS . SW-CONTRACTORS SHALL VERIFY THAT SERVING OTHER THAN A REQUIRED EXIT STAIRWAY . SHALl. PROVIDE A A1201(TECTLRAL AND 011-ER TRADES DRAWINGS FOR COORDINATION AND ANY WORK RELATED TO THEM. WHICH MST BE PROVIDED MI'Wsl OF 48 NO-ES OF CLEAR SPACE FROM ANY DOOR OPENING INTO LOCATION OF TI-FIR ITEMS FOR INSTALLATION WITH CASEWORK. WALLS
BY OT1-ERS. HAS BEEN COETED AND IS ADEOUATE PRIOR SLCI-1 VESTS E WHEN TI-E DOOR IS POSITIONED AT AN ANGLE OF 90 AND SPECIAL INSTALLATION REOUPEMENJTS - PRIOR TO COMMENCEMENT OF WORK
TO COM'JCNG Ti-ER WORK . DEGREES FROM ITS CLOSED POST. DOORS IN A SERIES SHALL SWING THE ARO-ITECT SHALL BE NOTIFIED OF ANY CONFLICTS , ERRORS , OR OMISSIONS .
Em-ER N TI-F SAME DIRECTION OR AWAY FROM TI-F SPACE BETWEEN THE
7. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE 9-NN ON DOORS. 16. ALL MATERIALS. FIXTURES. AND EOUPPIB'IT INDICATED ON THE DRAWINGS
PLANS . SECTIONS. AND DETAILS. DIMENSIONS ARE TO FACE OF OR SPECIFICATIONS SHALL BE NEW UNLESS OTI-FQWISE IDENTIFIED.
9. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEE 8.5 POUNDS SILOS OR SLAB Lf'&ESS NOTED OTHERWISE ON DRAWINGS . FOP EXTERIOR DOORS AND 5 POUNDS FOP INTERIOR DOORS. SUCH RU. I 7 - DIMENSIONS ISDICATED ARE FROM Il-F FACE OF EXISTING WALL (EITHER DO NOT SCALE DRAWINGS. OR ptjsl-t EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND EXTERIOR OR INTERIOR FACE) OR CENTER LINE OF COJivf4 TO FACE OF
AT TI-E CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING STUD UNLESS OTHERWISE INDICATED. DIMENSIONS AT CABINETRY ARE TO
8. THE GENERAL CONTRACTOR IS SOLELY PESPONSELE FOR SAFETY DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO i-ST THE EDGE OF BENCI-ITOPS -
ITEMS AND PROCEDURES DLIRt'C THE TERM OF CONSTRUCTION IFROM ABOVE STANDARDS . WI-6.I FIRE DOORS ARE REQUIRED. THE MAXMJsi
START OF CONSTRUCTION TI-ROUGH OCCUPANCY). EFFORT TO OPERATE TI-F DOOR MAY BE 1(4EASED BUT SHALL NOT EXCEED 18. FIRST FLOOR ELEVATION IS • 0 AND IS ESTABLISHED AS DATUM OR
15 POUNDS. REFERENCE ELEVATION FOR BUILDING DETAILS.
9. THE CONTRACTOR SHALL OBTAIN A PERMIT FROM TI-E STATE DIVISION
OF WJSTRIAL SAFETY FOR TRENd-ES OR EXCAVATIONS 5' DEEP ID - CONSTRUCT THE BOTTOM 10 NO-ES OF ALL DOORS. EXCEPT 19. ALL CONTACT SURFACES BETWEEN MATERIALS CAUSING ELECTROLYSIS
OR DER OR STRUCTURES OVER 3 STORIES OR 36' HIGH AUTOMATIC AND SLIDING. SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE (ESPECIALLY ALLI'SINJvi AND FERROUS METALS) SHALL HAVE BOTH SURFACES
TO ALLOW TI-E DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST COATED WITH AN APPROVED ELECTROLYSIS PROHIBITING COATING.
10. ALL INTERIOR FINS-ES SHALL CONFORM TO THE MINIMUM WITI-OJT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW
REQUIREMENTS OF CHAPTER 8. LEC - LATEST EDITION. FRAME DOORS ARE USED - A 10-INCH-HIGH SMOOTH PANEL SHALL BE 20. PROVIDE BLOCKING AN)/OR BPACHG FOR ALL WALL - I-I.NG FIXTURES.
INSTALLED ON THE PLSI-I SIDE OF TI-F DOOR. WHICH WILL ALLOW THE CASEWORK. SHELVING AND ANY CONDITION PEOURNG BACKING
11. FIRE DAM ASSEMBLES . NLDNG SLEEVES. AND INSTALLATION DOOR TO BE OPENED BY A WI-EBLO-tAIR FOOTREST WITHOUT CREATING ACCESSORIES. BACKING SHALL BE MNI-UvI 16 GAUGE BY 6' WIDTH
PROCEDURES SI-tALl. BE APPROVED BY TI-E BIJLDT9G INSPECTOR A TRAP OR HAZARDOUS CONDITION. (SEE DETAILS).
PRIOR TO INSTALLATION. . 21. INSTALL METAL SORBED REINFORCEMENT AT ALL EXPOSED GTPStJs4 BOARD
TENANT IMPROVEMENT NOTES COPIERS AND METAL EDGE SORBED RETsFOQCEtJT WHERE GYPSUM BOARD
12. FIRE AND DRAFT STOPS SHALL BE INSTALLED PEP THE TERMINATES AT 011-FR MATERIALS.
REQUIREMENTS OF TI-E UNFORMED BUILDING CODE aBC).
I. THE T-20-1457 C.A .C. TITLE 24*CALIFORNIA ENERGY CONVATION 22. ALL NEW SURFACES AND ANY EXISTING SLIRFACES cM-FRE REQURED TO
IS. OPENINGS IN FIRE - RESISTIVE CEILINGS SHALL BE PROTECTED PEP STANDARDS' THE DESIGNS SUBMITTED HAVE BEEN REVIEWED AND FOUND BE PATO-FD) SHALL BE SMOOTH . CONTINUOUSLY FREE OF IMPERFECTIONS, 0 AR
REQUIREMENTS OF THE IJsLFORM BUILDING CODE. TO CONFORM SUBSTANTIALLY WITH THOSE STANDARDS. THIS PPOECT AND IN PROPER CONDITION TO RECEIVE FINISH AS SPECIFIED. IN PATCHED
COMPLY WITH TITLE 24. AREAS OR ANY AREAS WI-ERE A FINISH IS NOT SPECFED - SURFACE
14. ELECTRICAL PENETRATIONS OF FIRE RESISTIVE WALL OR CEILING MATERIAL SHALL MATCH ADJACENT MATERIAL IN CONSTRUCTION AND FINISH. I t* icm
CONSTRUCTION 94ALL. BE INSTALLED PER THE LJ'JIFORM 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUREN.€NTS OF
THEINFORM BUILDING CODE, 1994 EDITION, AND TI-E LATEST EDITION OF 23. CAULK ALL BE1-CHTOP BACKSPLAS-I TO WALL CONNECTIONS. CALLKNG
BIJLDNG CODE. SHALL MATCH COLOR OF WALL . Of CAO
IS.
ALL OTHER APPLICABLE LOCAL . STATE. AND FEDERAL CODES AND
ALL PUJ'dBNG PENETRATIONS OF FIRE RESISTIVE WALL OR ORDINANCES. 29. THE USE OF THE WORD EXSTNG REFERS TO 5-ELL BUILDING COMPONENTS.
CEILING CONSTRUCTION SHALL BE COPPER OR FERROUS PIPING. 3, THE CONSTRUCTION. REMODEL, CR DEMOLITION OF A BUILDING 94ALL 31. . RE - ROUTE ALL SERVICES OR PORTIONS OF SERVICES N THE PATH OF
SO-LJM•I
16. PERMANENT VAOJJ5I EREAKERS SHALL BE INCLUDED WITH ALL
COMPLY WITH U.F.C. ARTICLE 37. DEMOLITION AND NEW WORK AND PROVIDE AS REOI-JRED FOR COMPATE1LITY 1969 Palomar Oaks Way
HOSE BESS. 4. ALL DOOR HARDWARE LATO-FS SHALL BE SINGLE EFFORT. LEVER TYPE TO WITH NEW WORK.
Mc('aw/Baldwln ArctteCts COMPLY WITH APPLICABLE CODES. (C.A.C. SECTION 2.3303 (3D 33. PENETRATIONS OF FIRE RESISTIVE WALLS. FLOOR - CEILING AND ROOF - CEILINGS Interiors 17. ALL NEW STRIJCTLRAL WELDING SHALL BE INSPECTED AND 5. EXIT SIGNS SHALL BE NIFERNALLY LLLMNATED AND HAVE (2) BE PROTECTED AS REQUIRED IN LBC SECTIONS 4304 4305. Plamlnci
APPROVED BY TI-E BUILDING INSPECTOR PRIOR TO BEING COVERED. ENERGY SOURCES. TI-F WORD 'EXrr SHALL BE LETTERED IN GREEN
ON OPAQUE BACKGROUND. (U. F C. SECTION 1212.4 AND 34. UNLESS OTHERWISE NOTED OR DIMENSIONED. DOOR FRAMES SHALL BE
18. ALL EXITS ARE TO BE OPENABLE FROM INSIDE WITHOUT 11-F USE OF
-
U.S B. C. SECTION 1013.3) EXIT LIGHTS SHALL BE UIJs4NATED A MN. OF LOCATED 4 FROM THE NEAREST WALL INTERSECTION. DOORS SHALL SWING T-2 • A KEY OR SPECIAL KNOWLEDGE. (U. B. C. SECTION I OO. I F . C. AT FLOOR LEVEL (U .B.C. SECTION 101 2. I) A FULL 90 DEGREES WITHOUT DOOR HARDWAREW (NCLNG CLOSERS) GENERAL NOTES HITTING AN ADJACENT WALL.
SG1)
0096 . un )42.12.0
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2W fl= - - •'-.
WI 2.500 5.000 ... 314 oao?
63 3.100 10.200 30.600 14,310 0.47
67 8*000 16. .. 3794 0.08
0171 0.000 l6wOOO 46. 5.05 0.32
6 8*000 16.00D32.000 64.000 6.475
43.363 0.94
. 2 A 2 F
67 2.5m 5.730 .- --. 113 I
13 5.1001 7.650 22.950. .- 5.034 0.70
&Fl 6. 3.000 360001 --. 4.005 0.13
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I - Date 4-20-98 Job No si
5 IS 98 97057
-
STRUTS PER NOTES
ITAK ULdCTO1Y (9w I - V - - -
2 C ___ AT 48 O.C. ALONG P4anIJ4.PJ.AT1DN FTJP 55TJ13 MAN T 9LH-S "
-I System Ho. W-L-7012 20 GAUGE
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- /- . . .• . T Rating—O Hr ao . TYPE P82 PLANS
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- -.- -• '-/./ :. -
/
4' . JiLJ1® cuoss T 8.Nt-an vim.SPLAY MIL
PEIAVETER HANGER - /8 MAcNE BASE
-4 WIRES AT ALL
CRS AND I'S ADJACENT
3 STUD TO WALLS
f
ORIENTATION
hIIIIIIIIII1
EPDXY FLOOQtG w/
- • / __ - / I V - LATEPAL WFPCFT CF - sin- 20 . -• 4- V 4 . - I. S1 MAN RIt-t-VEPS 4110 CROSS METAL SILOS AT ALFt-elTL0ADPAP1rncWAT8O O:C. AND HOLD CLEARANCE AT ADJACENT :: ..
..
SOFFIT 2 %t- OSI_PG LOADS APE LESS 14A114
CE
41-Ct-CT GYPSUM BOARD SOFFIT I EPDXY FLOORING COVED BASE
-
'GAUGE 110 12 WIRES SEQ.PED TO THE MAN A 3 #I.E- 3 I 0' 0'J-Z1E2 t4TenSECT4 AND SPLAYED 9 A 3
. . - V SECTION A-A EACH OT6EP AT AN ANGLE NOT EXCZEDI'G - FQcN - 16€ P.4W - CF THE CEILING. THESE VV V - -V V I - - - V - 'I •V 1* - V . I.CEIZONTAL PESTPA1-rr POt-ITS SHALL PE PLACED A 4 V. V • - - - 1- - f A - - •- • - -.- V V V 12*-Cr 0. C. IN 00114 DIRECTIONS WITH 11.E PEST V - POt-iT WTTI.II1 FOP FPEI FROM EACH WALL - - V
* - .- t- V -
—
V -. .AV .. V
V - . V V - V • -. • V 1. Wall Awmbty—The I or 2 ii fire-rated gypsum waUboard/stud wall THE -•
V assembly shau be cmmtiucted of the materials and rn the manner.. .DICTAIw LOAD 470 E Ar-C. t 5T0. i-C. 47- 18) V V Zped in the acLU300 or 0SenacWaUandPittonDesigns
V V V - In the UL se Reistaace DIre and shall lixtude the following
- . ccsstiumion fe1zes V -
3 LA-lTt10 FD(1IPES Vmi-.G LESS 11-IAN 56
po.ws u uc appcu'rw omcii-i- or p.e,i: a * - HANGER . -. •.. -; - .. - . V - .- 2- I 2 GA.- . kAr-PEE P885 MAY BE SLA00 WRE- TYPICAL V V . V.. • - - 1
A. 5.-Wail framing may consist of either wood studs or __ LOCATED AT OPPOSITE CORNERS cu THE FIXTURE I.wI 3 TOTIPS, -IT diannet studs. Wood studs to consist of acm 2 by 4 in tumbef spaced o C470 I E AND 1-0 47 18) 7 P4 I 112 MAX. ,STD. 16 in. OC. Steel studs lobe mu 2.1/2-tn. wide and spaced max 24 In. V V - OC. Whet et Studs am aced and the max 1in_...-.., of openIng 4 ALL BIOS CF Al-C MAN 030912
tds the width of the stud CavIt the opening shalt be framed on I WJ41ERS SHALL BE VERTICALLY
. . - • V V - - alt sides iming lengft of stmis installed between tM - - .'** .'BE INSTALLED and aUbejied to the studs atVesd) end. The framed opening in V AT EACH CROSS 0IJ-t-EP NTEESECTO'1 - - w-anE LATERAL SUPPORT WIRES ARE FETAA.LEDV shall be 2 t0 4 im wider and 2 to 4 in. higher than the dimensions of
the steel duct (Iteni 3) such that a dearance of 1 to 2 In Is pracent WHERE THE DISTANCE inThW4 THE Lt-G GPO AND I * A between the duct and the flaming on all four 0 TESABVE LSSAN PROVIDE ONE
V V 8. Wailboast 6ypwm-41om 5/8 In. thick. with square or tapered 3-5/8' (25GA.) NETAL STUD. WITH POWER DRIVEN - - PN n3330 1147 TO SLAB A%lI SEW W/ 111111111 liii I III 1111111! V VCVI - - •V - V - V
V
V V - •- The gypsum wallboard type number of (syøj and sheet - -
ntt4. be In
o6 GPTWALL SCREW 10 cuLt-G MAN T BJ AT -. . - V * CORNERS. . II - V - - shall as speduied the individual Walt and Paatltlon
sq wjth max inrn ofV. -
V - - FVVD€TAWEacTWPENcuL6GGPOAWVaAB - 1 \ . - l -___-.'- .--- - -•-•--' . '-I'. - - -.V.0esign.Maxareaob188tn. -5--
- 14-3/2 In for wood stud with Max area of opening Is 325 Im sq with max dim oncfz5 in steelstuds. The hawtyFiathig'of the -
ABOVE 6 8 0 CO GREATER. THEN LER The \, O5S 8)t88 J r
I V SCHEDULE BELOW'FOR STUD
. * - 'c-- - 2'v TEQLAPinBI firestop system Is equal to the housty fire rating of the wall assembly
* In width It is tntalled. - V • V
-1 5'-0- Two 2 112 62584 1 1.8141. SiLO ACOLSTC
"F A •20'-0 TWO 3-5/8* (2 SPA.) I6ETAL SILO V .1
C - 2 Steel Wire Mach—Sleeve fabricated from No. 8 steel wire mach and METAL
AM cJ NECTED EVERY 12* ALONG WEIR LENGM. - having a Bin I In. Lap along the longitudinal seam. Length of sleet wise
1 mesh to be 1/2 In less than thicidiess at wall, with mesh ceitored and
formed to lit penph9sy of threupti opening NOTE, SEE FOR AT0arL LAY 14 i-G TM5 - V 3. SteeL ct—#1om24by12(orslnalier)byNo,24gauge(o,heayjer)galy V - -MID A3 - - .....
V V TYP - - I-1ANGER-WIRE -. . •V I . - * .. •* V 'I .• -
V - -
suaet duct for 1hwaUs.Nom12by1z in. (of maUby)tly go. 24uug . - (orb gatvsteetats for 2hwaUs.-$negeetducttobeposithned.
V
5 \ SUSPENDED LAY - IN CEILING s4\ AT MAIN RUNNER -- V -V - - V • --
th flrestop System. The space between the el and V.-.
V ) V A 3 1 SC 6' • I -0' - • - - - -
- - the gypsum wallboard shall be reIn 0 In. to max I p, Dud 4,gi4ly, . - V V s—' - • - -
V
supported on both aides of wall wembls
. 4.Flrestsp System—The firegop system shall-consist of the fouowlng - V - - - - • V - • V - V • - . V .
- - . - - V I ,, -
4
* A. Paddng MalarIal—Nip 2-1/4 in: thickness of Bin 4.0 pd mineral . 1 • - V wool ba In form.sulation firmly packed Into opening sea permanent form V
- 1*
- P - 1 - - •- - ' - . -- -
V
Packing material to be recessed from both audacms of wait as required ., - . - -V--V - to arrnmImVdstc the required thlckness.cf fill material. V V . - V
6. RU. Void orCavftyMatertal—Caulk--Mui 3/4 In thicknessuf flU material the flush applied within annidus. with both surfaces of wall. At ' so AR ' — - the point contact location between duct and wall, a ann 1/4 In dam bead of flit material shall be applied at the wall/duct Interface on b swfame of wall. - - --V '- - -
-
- V • - . . -
-,TheRectonalCoip.--'Metacaulk 835 - - - I - I - - 9 - C - S. Sleet UIuL1g AngleIb—m 2y 4 by-No. 22 gauge (or Iwavier) g -
to 411 fm sides thie both sides of ft wail. Tim
* IC8i0 *
- • V - - - , - -V V - - - V - V -- - - -
* %. '6 V
2 h% I" at the angle shall be attodied to the duct with no. 8 (or larger) OF CAL' - •. - - - - V V
V V * - V - -
steel sliest metal aaews spased max of 2 In 1mm each end and at max I'
- . V - . aearingtheulClasslftcetlonMaddng---' --Vi --- . - - - .- .
. . V - .--.•-
4 I 2- I-4R WALL PENETRATION -
SCALE- 1-08 - - - * - - - .
1969 Palomar Oaks Way
V - -
-
- V - - - - V * V - V V
- VS - . - . M W /Bal&win ArchiteCts V
DETAILS I6tCtit0CbJ0 Ptarrdfl0 hfledors I
- SCALE AS NOTED - ROOM 342
A-3. DETAIlS F
- B 80% ew inCTh1 V•
-V •• -V
- -• 1 1 I
-- I • Lt) I: .- UJ [ - In: (N
- I •• I - -. - - r ,< -
0 x
,Asi.: -
II
-
(E) W12x16 (E) W12x1 (E) W12x16 (E) W14x22 (E) W12116 (E )Y
S-4
(E)TS1Ox8x3/8
Ep E3
-----------------------------------
-- ----------------
•
------------------ ----------------------------------------------1--- 4.
rh (E) GLB 51/8 x27
1,(E)ILB5l/8x27[ a\ }fTO 11
4
00
ACCESS LADDER \ J_,_LJH-(
><1 >< ft
>-Th
I CD
:(N)4x1O: •... :-i -. -- a: • •- ACCESS- LADDER SEE
Lr)-
bUBLE
(N O
Es2T -.
Ui ------------------------------
------------------------------
.11xi 11
2813I
(E) GL 51/8x30 WT= 13-00# - 1 - -
•
----------------- MAU - (N 4x6
WT=3000*
88
UJI
om
a (N)46 ft I
4 I
- ---
------------------
-------------- •
- * .•
:- - -------------------•
•
-
-
•. •. • •: :-:4 - --: _J---------_.---- .•_._._._•_•_._•_•_•_.__. ------------:---- -.-------------- --------- C\1
-
- • a - • • • ,- -
-t - • - a - I •- -- - I- -• - • -. a - -
-, - - I . - • -, -. • --. I - '.-: - a- -
DESIGN OF SOMERN
CAUFORNIA INC,
"Sib, im Palorw Oaks Way
ft - ArcMectwe Ptarwinci Interiors
- - • - - - - ft -
- , PARTIAL ROOF
- -t - - - • - - - - - • AMth'.G plf4' s —
- - • - - - --
- - - -
ft - - - • - - - CN MW,./DIdIfl *,hII.Ch. 47,Wflt - • • - - -. - - - - - -. ft -• - •' -
II *11
- •,.: - -
- - .
-
WOOD - COPE SHEAR TYP COPE FLANGE OF 1. FRAMING LUMBER- DOUGLAS FIR.
V /"SUPPORTED BEAM - . a. JOISTS AND RAFTERS: NO. 1 MAX. V POSTS, BEAMS, AND HEADERS:. NO. 1 V •, /,
STUDS, PLATES,- BLOCKS, LIGHT FRAMING AND MISC: NO. 2 'd' ALL, LUMBER IN CONTACT WITH. CONCRETE OR MASONRY TO
BE PRESERVATIVE TREATED \ MAX ./
2 PLYWOOD SHEATHING \• / o ROOF SHEATHING 1/2 STRUC I EXTERIOR APA RATED 32/16 / b. FLOOR.. SHEATHING: 3/4 INCH APA RATED 32/16 EXPOSURE 1, ,_1 1 WITH TONGUE AND GROOVE EDGES 1__L
c WALL SHEATHING 1/2 STRUC I INTERIOR WITH EXTERIOR 1' -
GLUE'.. ' .-.. . ' ' . - • . , . . . . . .
3. GLUED-LAMINATED BEAMS........ . . .
a. 24FV3 FOR SIMPLE SPANS-AND 24FV8 FOR CANTILEVERED AND . •'. - - - . -..__ 16
CONTINUOUS BEAMS. ' V . . '• . . . . . . . , . ''' .' V
b INDUSTRIAL GRADE TYP ARCHITECTURAL GRADE IF —
EXPOSED
6.'- CAMBER TO RADIUS OF 1600 U N:0. - — - /8 SHEAR 44
4. 'FRAMING HARDWARE: AS MANUFACTURED BY SIMPSON CO. OR •. . ' . - :- . ' - . V
L , . .
APPROVED EQUAL SIMPSON DESIGNATIONS USED - 3 /a A325N BOLTS 5 NAILS COMMON WIRE'GAGE U.N.O. NAILING TO CONFORM TO UBC -
TABLE 23-1-0 U.-N.O.
6: BOLTS: ASTM A307. * . . . -. . .. . WFBEAM
7 PROVIDE LATERAL SUPPORT FOR BEAMS JOISTS AND RAFTERS PER UBC SECTION 2306.7 'V I 8. GLUE FLOOR SHEATHING TO SUPPORTING. MEMBERS. .. • .' .
V . , •, _. _1J. . . , . . . . . . ..' STEEL 1 SHAPES AND PLATES ASTM A36 TUBES ASTM A500 GRADE B I I PIPES ASTM A53 GRADE B 2 ANCHOR BOLTS ASTM A307 f MIN
3 BOLTED CONNECTIONS /8 ASTM A325 SC U.O.N. - - 4 WELDING ELECTRODES E-70.
5. STEEL DECK:-ASTM A446, GRADE ` A. .. - . •' , . . . . . . , . . . . ' V 6 WELDED STUDS HEADED ANCHORS TYPE H4L BY NELSON OR -
EQUAL.,-
& 2 BEAM T0 BEAM CONNECTION I - SPECIAL INSPECTION
SPECIAL INSPECTION SHALL BE PROVIDED PER UBC SECTION 1701 FOR THE .
P
FOLLOWING:
A. CONCRETE PLACEMENT. (N) 4x TAPERED AT EACH END (N) UNIT
B CONCRETE REINFORCING (N) A 35 FRAMING ANCHOR AT EACH CORNER FOR LEVEL BEARING PRESSURE-TREATED
C WELDING OF STRUCTURAL STEEL / / W/2 3/8 LAGS SCREWS W/21/2 MIN
D INSTALLATION OF ALL EMBEDDED ANCHORS AND EPDXY DOWELS .- (N)&4x6 MIN -CONT SHAPED TO MATCH ROOF % / , - EMBED C6UNTERSUNK TYP- E MASONRY WALLS SEE VIII .B BELOW FOR PRISM TEST SLOPE PRESSURE TREATED W/3/8 LAG
SCREWS @ 32 0 C TYP W/21/2 MIN / (N) A-35 FRAMING ANCHOR AT EACH CORNER
EMBED COUNTERSUNK TYP / 1 r Z ./ (N) 4x6 MIN CONT. SHAPED TO MATCH ROOF
SLOPE PRESSURE TREATED W/3/8 0 LAG -
SCREWS * 32 0 C TYP W/21/2 MIN
-
$ EMBED COUNTERSUNK TYP
'T T'
- -
VERIFY HANGERS BEFORE INSTALLATION OF
-
i(E) 51/8xCLB
L I I
a
V - . ............- V ' - -
(E) CONCRETE WALL
. (E) 4x1O LEDGER AT CONCRETE WALL W/1 3/40 A BOLTS OFESSI -
J1 DESIGN OF ERN
16" D.C. MIN. (FIELD VERIFY SIZE, SPACING AND 'LOCATION OF gr=~
- :
CAUFORNIA INC
LEDGER ANCHOR BOLTS BEFORE INSTALLATION
cm
1969 Pabffw
- -
*
-
SECTION
V . .•'.- ... . , . .• . V - V V V
DUALS S-2- - - - - . V , . . V - - ' : • . V V - ' ' 74 B 9CA BB -C1
a ' . V . . - ' c4- . ' • . .
V •- • V . . . •.
- ,M_,0_,b0,1*,fu.t.
-- -V • V . V.. V V - - .1 • •
-'-V '. . V. 'V -- - V I. V - V• ' •
'5-) MEW FROM INSIIDE
a- - • • .•.
•.a_ • - .'t .
•
. -
. .
- -
- I
- -- . - • .,- . • *
—
(N)TS6x6x Y16
EDGE OF SAWCUT WHERE OCCURS FESS
(E)-CONC. PANEL
t
THREADED RODS EMBED 41/4" EACH SIDES m
INTO CONC. IN HILT-1 "C-100
:
EPDXY-. 3-SIDES
:
*
OF C
C NOTE -. . DESIGNOFSOWHERN a C1JFORNLA IN %- I . SPECIAL INSPECTION FOR
CONC / EPDXIED DOWELS OR RODS r I I EPDXIED DOWELS OR RODS 1L SLAB EXISTING. REINFORCING (]SCHLJMACI-I
- 3 DETAOL 2 DETAL ig Palomar Oaks Way
-
- - . -
• -z - .- - McGrawaldw Ardtects
- — — Archtecture Parnnq Intenors
,•. .. - * • 1- • - - - - . .
-
-- S . - .
* * •
— •
S
-- 5 •
-
- -
S •
•
-
PARTIAL
* PANELS E.EVA11ON-__-31
* -• - S - • ** -S. - • . * ________________
- • . - 5' -
- 5 * . - .. - -
• . S •
- - - '
- c , ue,.m'ø.rs A,chlt.•t•
- . - - . -. . -. - - •4 •_ • -
p
- . -' .* ----•••.b * - - S •, - * . S.. ..• S.,. - .- .. - V
.5 _*5
,:•'
(N) PLATFORM
O
I I \ GRATING PER
\ ARCH DRAWINGS
—4
W/2-3/4
- (N) TREADS PER '..çJ1J M. BOLTS TYP.
-
ARCH DRAWINGS__
(N) W12x BEAM
PER PLAN
o LL-
PER AR ..DRAWINGS
1
7 GLiJ. aock --
S...-. -.
ARCH. DR
- E) ROOF \ -
(E) STUD FRAME PARAPET 4 (E) 4x LEDGER W/ 2-/4 THREADED N P ATF RM GRATING ( ) - C WALL TO BE FRAMED . ROD ANCHORS USING COVERT EPDXY
DRAWINGS AR AROUND (N) BEAM OUND (N 4.1 STIFFENER
ADHESIVE 6" EACH SIDE'
CENTER LINE (E) METAL DECK 3 16 :;
PER_ARC~
;:I:
TYPA 1 1/4 CONT., TO 12~- -ALTERNATE
.MATCH, CRATING HEIGHT HT
4' BLCCKI'~G TYP.
3/16
. . . . . . . . . . . .
T
.
.......
W12 PER PLAN ELEVATION f : ------------------ VERIFY IN
0 Cc __~_/((NN~31/8
............
GLB PER PLA*N,
I cc: 4 \\_1_/// (E)
L
CONCRETE ~N~4x`12xl'-6" /2 BLOCKING CENTER ON
I I (N) W12 I .4V I PURLIN W/ 2-/4 THREADED ROD
LE BEAM PER . __L ANCHOR USING COVERT EPDXY
PLAN—
(E)BEAMAD GUSSET T EE
GUSSET PLATE 1/2x2-O ADHESIVE 6 EACH SIDE OF PURLIN
(N) W12 . . -.
=6- 6" 6" S CENTER LINE
BEAM PER/ S-4
PLAN —" L3x3x1/4 EACH SIDE 1 3 E W/ (E) ROOF FRAMING —k (E) ROOF I W/3-7/8 A325 4
(NL 31/2 x3/2x/8 EA SID
THREADED ROD
A325 BOLTS I ANCHOR USING COVERT EPDXY BOLTS EACH LEG 2-7/8"0
A325 TYP CHANNEL STRINGER / ADHESIVE
TO MATCH TREAD WIDTH TOP OF CON C
II
I (E) GLB
PER ARCH DRAWINGS
/
I AflflRP TPRAfl WIflTk
WALL
I LMAX. L-_.
(OH
)S PER
,WINGS
I L41~2 \(N) W112 BEAM PER PLAN'
It 1/4" STIFFENER
3/16
" N (N) W12x PER PLANS \L6X6X3,8X1 -O w/2-3/4 9 O.C.
THREADED ROD ANCHOR USING
COVERT EPDXY ADHESIVE
FESS ,JJOES1GNOFSCUTHERN
C13 oSCHUMACH6R
CD ui \J!538 1969Pa1omar Oaks Way
MAX 13
rc
OF C
- - - - - - X 341 0
4
I
I- - -
4 4 t
44
4
1
4' - 4, 1 '- -.
4.
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4.
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4. - 4 4
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'4 -4 I .4 4.
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- MAKE -UP A
¼
FAN ELECTRICAL .IEATING OPER. UNIT NO.
MANUFACTURER
4 MODEL NO.
NO. o SERVICE CR1 ESP FILTERS REMARKS
.
. 44P VOLTAGE. INPUT OUTPUT (LSS)
STERLING TSAS 12.500 2.0 15 460v-3-60I-1Z 800.000 40.00O (12) 20'x20'x2' 2200 30961 E.F.F. FILTERS,
\.!.J RT-80 MOISTURE ELIM.
VIBRATION OLATION
UNIT NO MANUFACTURER ISOLATOR DEFLECTION 6ASE TYPE REMARKS
- Mu) SAU55E -1U-EQ-SW 1.0 -
- .. .. - . .
'
--,.
MMAUMAER - - . r. -
us pab"Ir oft ww
. -. E4T.
H9
itm plow
nmfwm
.. H
1* L 4 '
J _I
up T~ft nor
H I
\ .L ______________________ __________ •1
IM6'WW WA 8&
EAR
'14
24W on"A i .
14
..•• . -
- .
I I i 1210 SEE 11-4 FOR
\.. I CONTINUATION (I) = ir = p nj r —
1'. . . - _ . .I . . -
— ______ _____ _ ______ NOTES __ __
rl AP 1.
—
-
— —
I 59 I CLEARANCE TOCOMBUSTIBLE
.
MATERIALS FOR PRODUCT
CONvEYING5YSTE11$1ALL
12
DOUN ON WALL .
24'X&* EXPOSED
ON WALL . pwww Oft way
COMPLY WITH SECTION 60
3 REB OF 113134 U.M.C.
is
— —
I- • -
FUTURE 48X24• UP TI4J ROOF
\ <1 U-8A . L1.
--T —CflII4ZJ 12
— — I- •. . . .
PROVIDE ACCESSIBLE CLEANOUTS
( -/
y' '-32'(IO)FUTURE AT -FOOTINTERVALSANDAT
'-..--i LJ .................IJ
___
2 SEE M-4
CHANGBES IN DIRECTION.
FOR .:. ... 41 -
r ii ________________________ - çI2 • \ \/ CONTINUATION
—12'• I \I2 AP N. P L (TYP2) N -.
.......................
I
---------------------------- 7 --- -----
ff;à
if _
H
Sr-D
0 / 0 J - N.
(TYP 2) - FLOORLAN , — ROOM 342
p I SCALE' I/B" I -0"
"4 ......................................................
461 I I I I I —i4.• / / 41
'12 I______________ fi - -
REMOVE EXIST.-;i:-; - 'r
(-r-P2 12AFF.. . M-3
*
4.
T 4
4
ET1EENCr 54-UT-OFF-
SWITCWES 51..IALL SE
LOCATED IN ROOM I5
IL
Ai
10
*4 r
- . * - * - .
V *
. .• ,VV*V
-
I -
V
- t •V
'V.
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.4 '-' 4.' V 4 . . . - . . V . 4 . V . 4
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.• * . - * .4 V_ - V - . . .4.
4.
Ij
V V . -. V V •V - . V -. - ,- . . . - . '- - V
- . •V
44V
.. 4. .4 .4 4 .4 .4 * -. 'V
-. V . VV V
'4
.4 WALL I TIN. OVERLAP ON -
- MN. I ALL SIDES OF DAMPER V
. SEOIRE WIRE '. V - . DUCT:.
_________ rrrp. -. - 4 . .•V -. TO STRiCtURE MAX. 1-0 LENGTH
ABOVE DJUSTABLECOLLARWITI1U1DE OPERATOR
/ I I It RISIBLE LO=M.STEEL STRAP. TYPICAL
4 . - ,BOTW ENDS
XJAROPERATING 45
ACCESS FUSIBLE,'L[W,, BRMCW DUCT
WITH DOOR
DAMPERFRAME
NEGATOR -44 [ CAULKING MATERIAL
L"f<
5-JONT SLEEVE TO DUCT
ROUND DUCT MOII'.ITNG ANGLES _1[[jj DUCT
NOTES: -- '.V V * V ' V '_ V . .4' .4 V . V -
V
V -
.4V *• V U
••__•_ V V V V V . •VV V
I MOLNTNG ANGLES SHALL BE I I/2X I I/2'X IS GAGE MN. FASTENED WITH NO 10 .4 CEILING
SCREWS S ON CENTER. - .4
2 BOTH INSIDE 4 OUTSIDE OF FIRE DAMPER SLEEVE SHALL BE COATED WITH INTLtIESCENT .4
CEILING DIJSER
MASTIC TO THE CENTERLINE OF THE FIRE DAMPER. -
.4 .4 '% V V V V .. . -.4 . 4' .4 .4 .
3' USE ONLY ,STATE OF CALIFOR'IA FIRE MARSHALL LISTED SI'IOKEiIRE.DA7IPERS.4 lN5TALLIN-
V. •VV• V V, . . .4 .4. . . , 4 V
ACCORDANCE WITH STATE FIRE MARSHALL LISTING N03225-245 005 4 U.L.STANDARD 555
FOR BOTH VERTICAL AND HORIZONTAL INSTALLATION.
4 GENERAL CONTRACTOR SHALL COOINATE CEILING ACCESS DOORS AS REQUIRED- NOTES I. ALL FLEX DUCT Ct4ECTIONS SHALL BE INTERNALLY LINED
TO ACCESS DAMPER ACCESS DOORS IN DUCT.2 RETURN 4 EXHAUST AIR REGISTERS ARE SIMILAR.
.4V VV VVV .4V
S ACCESS DOOR SMALL BE PROVIDED IN DUCT AND SHALL BE OF ADEQUATE
_VV V _V.4 - .4V__ .4_V *.4_.4 VV .4 .4.4 V V4••. - V.4*44
• , • -. - 4'. .4
SIZE AND LOCATION TO PERMIT MAINTENANCE I RESETTING OF DAMPER.
6 INSTALLATION IN CEILING OF TU?'INEL COIDOR SIMILAR. -
V , . V ' .4 V 4 . . V -
V
, V . ,4V , . .4 .4 .4 . V
-COMBINATION SMOKE /FEAMPES CEILING IFF JSER
I
' I ,<' 'H't(
rn No1
03
6749
4E- O3/31OO
--
.4
4
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4.4 U . V V V V V V V - ' ' _V V - _V . __..4 ___-V ___
''_•
TITLE 24 MANDATORY MEASURES
ao i4* w6c6cot
ANY APPLIANCE FOR LMQI TWM IS A CALIFORNIA STANDARD
ESTABLISHED N TIE APPLIANCE EFFICIENCY STANDARDS MAY SE
INSTALLED ONLY IF TIE MANUFACTUXBt HAS CERTIFIED TO TIE
C11I86I04 • AS SPECIFIED N THOSE WaLATIONS THAT TIE A..L4NCE
C0FLIE9 UJTII TIE APPLICABLE STANDARD FOR THAT APP.IANCE.
PIPING AND DUCTIPG SYSTEMS SMALL SE INSULATED IN ACCOANCE JIM
TIE FIEWINEMENTS OF TIE TITLE 24 STANDARDS AND ALL CODES l.IAVIIG
JURISDICTION.
t7I EAQI SPAcE C0lIO4IG SYSTEM SMALL BE INSTALLED UATW AN
AUTOMATIC TIlE SIIMTo.i JIM AN ACCESSIBLE MANUAL OvIDE THAT
ALLOUS OPERATION OF 11€ SYSTEM D%G OW-WOURS FOR UP 104
WOURIS TIE TIME SUITO.I SMALL BE CAPABLE OP PROGRAMING O4T
8CllEDILES FOR WEEKDAYS AND CS INCORPORATE AN AUTOMATIC HOLIDAY 'StAIT-OPF' FEATURE! THAT 1%A45 OFF ALL LOADS FOR AT LEAST
24 WOUND . TWD9 IWRRIIEO TIE NGRIAU.'r SCIIEDLLED OFERATION : AND HAS
PROGRAM SAOQP CAPASU.ITIE6 THAT PIT TIE 1.056 OF TIE DEVICE'S
PROGRAM AND TIlE SETTING FOR AT LEAST C HO.IRS IF POI IS
D EAQI SPACE COIDITIOIIIG SYSTEM SHALL SE INSTALLED BATH CONTROLS
THAT lEPALY MTART AND TEMPORARILY OPERATE TIlE SYSTEM AS
0J1D TO PIAMTAIN A SETBACK I1EATPG AND COOLING TIIQSTAT
SEIPOPIT.
EAQI SPACE C0ClTI04PG ZONE SMALL BE CONTROLLED ST AN PCMDUAL
II TIERIOSTATTC CONTROL THAT iWSPONDS TO TEMPOtATURE VATIIN TIE
ZONE. 04M USED TO CONTROl. IIEATDG • THE CONTROL SHALl. SE
AOJJSTASLE DOW TO 5W IF OR LOAN. FOR CODLDG . TIE CONTROL SMALL
SE AO.AJSTASLE IF TO 55 F OR HICAIER. WERE USED TO CONTROl. BOTH
IEATPG AND 000LDG , TM! CONTROL SMALL BE CAPABLE OF PROVIDINS A
DEAD SAND OR AT LEAST 5' F VATMIN UIIICH TIE S(PPLY OR I.EATBG AND
CODLPG IS SliT OR OF EDUCED TO A PIPQ'Ul.
Z TIEg101STAIZ SMALL HAVE MIERIC SETPOPITS N'F.
TI€RI0SrAI5 SMALL HAVE ADJUSTABLE BETPOIIT STOP'S 4CCE5615LE ONLY
TO AUTWD PE0IE..
O MEAT M.PPS SHALL BE INSTALLED BUll CONTROLS TO PREVENT ELECTRIC 5I6TA10E S(PP.IE1B4TARr l.EATER OPERATION ui-et TIlE MEATIIG LOAD
CAN BE MET WV' 11.1! I-EAT PiP ALONE .ELECTC RESISTANCE SIPPLB'BITARY WEATUG OFERATION IS PERIMM OIG IRAIEI94T
FEODS • SUCH AS START-111108 AND FOLLOIJG ROOM fl1O6IAT SETPCI4T
ADVANCE • UI4 CONT.S ARE PROVIDIED 511101 USE PRIEFEREENTIAL RATE
CONTROL • INTELLIGEIT FiECOVERY • STAGING . RAPPPIG • OR SIMILAR CONTROl. PEOIANIWS DESlGED TO PRECLUDE TIE LPIECE66SRV' OPERATION
OF SI..Be4TAR'r HEATING DIRIG TIE RECOVERY PMOO.
SIPPE'e4TARr HEATER OPERATION IS ALSO PERMITTED DLG OEROST.
GRAVITY OR AUTCMATIC DAMPEW PITER.00NED AND Ol.OSED ON FAN
514JT00114 SMALL BE PROVIDED 01 THE OJT$IDE AIR INTAKES AND
DISCIIAROES OF ALL SPACE CONDITIONING AND E)OIA&$T SYSTEMS.
ALL GRAVITY VENTILATING SYSTEMS SMALL BE PROVIDED BUll AUTOMATIC
OR IMADILY ACCESSIBLE MANUALLY OPERATED DAMIMM IN ALL oPelIGS
TO THE OJTSIDE • E)CT FOR C0'1115II04 AIR OP951G5.
ALL BALANCING i ALL SPACE CONDITIONING AND VENTILATION SYSTEMS SMALl. BE
SALANCED TO TI'S GUANTIT1ES 6P'ECF1ED 14 THESE PLANS . 14 ACCORDANCE! Ulill
AND P'ECRW ST A COPANY CERTIFIED ST THE NATIONAL 9MllelTAL
SALANCSG BUREAU (NS) PROCEDURAL STANDAROS (1563). OR ASSCCIATED AIR
BALANCE COAICU. (AASC) NATIONAL STANDARDS (I566).
OJTSIOE AIR CERTIFICATION s TIE SYSTEM SMALLPROVIDE! 11.5 1114PU1 OUTSIDE AIR AS BlIOlIN 04 THE PSCMAIIICAL DRAIIRGS ,AND SHALL SE
PEASD AND CNTIHbP ST THE INSTALLING LICDISED C.-20 MEQIANICAL
CONTRACTOR.
Tflt.E-24 FORMS
m N(P.J
TIE AIR COOrTIONIG SYSTEM SMALL SE ENIZED I I.10.R IMMEDIATELY f/ PRIOR TO OCCUPANCY TO PROVIDE 11.5 P1141111 REWRED V9ITILAT1ON RATE/f c,
C')
no.16749
ftOF
T.kL..a.. & Knift
VOW ft. =0 Amm IMIN 1111
Ni a-uee avees
lfltE-24
FCRMS M:10
CERTIFICATE OF COMPUANCE mi i OF 3 MECHIl
RG.ECT NAME DATE
SCHUMACHER 5-11-98
RO.ECT ADDRESS
1969 PALOMAR OAKS WAY
1NOPAl. DESIGNER - MEDIANICAI. TE11PN(E
McGRAW/BALDWIN ARCHITECTS (619) 231-0751
OQJMZNTA1TON AUTHOR TELEPHONE
TSUCHIYAMA & KAINO (714) 756-0565
GENWAL
ATE OF PLANS
5-11-98
BUILDING CONDITIONED FLOOR AREA
3.280 SF
BUILDING TYPE NONRESIDENTIAL D leON RISE RESIDENTIAL MOTEL/MOTEL GUEST ROOM
PHASE Of CONSTRUCTION D NEW CONSTRUCTION ADDITION ALTERATION UNCONDITIONED (Flu At fodavit)
UETN000f MEcI4AMCAI.PRESCRIPTIVE 0 PERFORMANCE
PROOF Of ENVELOPE COMPLIANCE 21 PREVIOUS ENVELOPE PT 13 DIVEI.ORE COMPLIANCE ATTAOIED
This Certificate of Compliance lists the building fealties and performance specifications needed to comply with Title 24.
Parts I and 8 of the California Code of Regulations. This certificate applies only to bulling mechanical requirements.
The Principal Mechanical Designer hereby certifies that the proposed building design represented in this set of construction
document, is consistent with the other compliance farms and worksheets, with the specifications, and with any other
calculations submitted with this permit application. The proposed building has been designed to meet the mechanical
requirements contained in sections 110 through 115. 120 through 124, 140 through 142, 144 and 145.
Please check 0n5
[J I hereby affirm that I em eligible under the provisions of Division 3 of the Business and Professions Cods to sign this
document as the person responsible for its preparation; and that I em a civil engineer, mechanical engines, or architect.
0 i affirm that I am eligible under the exemption to Division 3 of Business and Professions Cad. by Suction 5537.2 of
the Business and Professions Code to sign this document as the person responsible for its preparation: and that I cm o
licensed contractor preparing documents for work that I hove contracted to perform.
0 i offum that I am eligible under the exemption to DivisIon 3 of Business and Professions Code by Section
of the ___ Code to sign this document as the person responsible for its
preparation; and for the Following reason:
PICHAMCAL MNATORY WASURM
Indicate location on plans of Note Block for Mandatory Measures IM-1.0
For detailed Instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential
manual published by the California Energy Commission.
MECH-1: Required on plans for an submittals. Port, 2 & 3 may by incorporated in schedules an plans.
MECH-2: Required for all submittolE choose appropriate version depending an method of mechanical compliance.
MECIl-3: Required for all siubmittols, but form does not have to be completed it location of mechanical equipment schedule Is
Indicated on the form per Section 4.11
MZCH-4: Required for all submittals unless required outdoor ventilation rates and airflow, are shown on plans per Section 4.14.
Ji I l ilth1 I I "••;;
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UNIT MET' GUTL NLET MACTURER 2iANflT CAPACITY (CR4) PRESS CUTLETET ,ORIFICE SPRIM R1A5PRESS. SIZE. A PART NO.. NO. MODEL NO. PSIG
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SYMBOL LIST - GENERAL NOTES Date. 5-13-96 Job No.:'
I ,m (•)
'
DASHED SYMBOL INDICATES EXISTING FIX11JRE, OUTLET, 1 FIELD VERIFY EXISTING.CONDITIONS AND ADVISE ARCHITECT OF ANY DEVICE OR EQUIPMENT .TO BE REMOVED. .-
* . DISCREPANCIES OR DEVIATIONS BETWEEN PLANS .AND ACTUAL CONDITIONS .
V PRIOR TO. SUBMING iBID.
—EX---- -'TO EXISTING CONDUIT,.BE REUSED.
• -• -
. 2. ALL CONDUITS SHALL BE A MINIMUM' OF 3/4", UNLESS SPECIFICALLY STATED V
- 0 CODE SIZE JUNCTION BOX OTHERWISE
- FLEXIBLE METAL CONDUIT INSTALL REQUIRED BRANCH 3 ALL LUMINAIRES SHALL BE SUPPORTED FOR SEISMIC RESTRAINT PER
CIRCUIT CONDUCTORS AND EQUIPMENT GROUND CONDUCTOR. . REQUIREMENTS OF ASTM E580-78. .. • -
AC
2 MECHANICAL EQUIPMENT REFERENCE. '4.ALL WORK SHALL BE IN COMPLIANCE WITH THE LATEST EDITION OF NFPA-70
• (NEC) AND WHERE APPLICABLE AS AMENDED BY LOCAL ORDINANCES AND CODED
• OF GOVERNING MUNICIPAU11ES;
OCUPANCY SENSOR RELAY
- 5 CONTRACTOR SHALL VERIFY LOCATION OF ALL EQUIPMENT AND DEVICES
CEILING MOUNTED OCCUPANCY SENSOR INSTALLED NEW UNDER THE SCOPE OF THIS PROJECT WITH ARCHITECTURAL
- -. PLANS CONTRACTOR SHALL VERIFY TYPES OF EQUIPMENT CONNECTIONS
DUPLEX RECEPTACLE, MOUNTED AT +15" U 0 N FOR ALL OWNER-FURNISHED EQUIPMENT PRIOR TO INSTALLATION.
SZ TELEPHONE/DATA OUTLET, WALL MOUNTED AT +15" U 0 N
V
6 ELECTRICAL CONTRACTOR TO VERIFY LOCA116NS AND TYPES OF
V LIGHT FIXTURES AS DRAWN ON THE REFLECTED CEILING PLANS V
4 HOMERUN TO INDICATED PANELBOARD ("A") NOTIFY THE ARCHITECT AND ENGINEER OF ANY DISCREPANCIES J NUMBERS (1,3) INDICATE BRANCH CIRCUIT NUMBERS BEFORE ORDERING THE FIXTURES THE LOCATIONS OF FIXTURES AS A-1,3 . - V
•
V SHOWN ON ARCH. DRAWING TAKE-PRECEDENCE.TO ANYOTHER DRAWING. V .
HASH MARKS 'INDICATE QUANTITY OF #12 AWG CONDUCTORS. QUANII1TY, SHALL BE PER ELECTRICAL DRAWINGS.
111+ HASH MARK WITH DOT INDICATES EQUIPMENT GROUND
CONDUCTOR, i.e. 1/2"-3#12+1#12 EG 7 FOR DESCREPANCIES BETWEEN LUMINAIRE DESCRIPTION AND CATALOG V NO HASH MARKS INDICATE 1/2"-2#12+1#12 EG. V
NUMBER ON "LIGHTING FIXTURE SCHEDULE", THE DESCRIPTION SHALL
PRECEDENCE
DJ NON-FUSED DISCONNECT SWITCH SIZE AS NOTED (NFDS)
8 INCLUDE A CONTINUOUS GROUND CONDUCTOR IW ALL
V
• V V
V V
-.: V •V
V V V V ELECTRICAL RACEWAYS..- V
,
V
V\, At4el
- 9 ALL WIRING - SHALL BE INSTALLED IN CONDUIT, (U ON) ALL - INDOOR CONDUITS SHALL BE EMT ALL EXPOSED OUTDOOR
Ex 6-30-00
CONDUITS SHALL BE HOT DIPPED GALVANIZED RIGID CONDUIT
or
V V
.. V • LIGHTING FIXTURE SCHEDULE V•
V V V
V V V
EQUIVALENT LAMPS V FIXTURE
FIXTURE MANUFACTURER V MANUFACTURER V V
QTY: TYPE WATTS
V.
COLOR . INPUT'
TOTAL BALL £ Q? TYPE AND
CATALOG NUMBER SUBJECT TO V APPROVAL OF INPUT'PE Ty
V
MOUNTING
- VV
V DESCRIPTION * V
V
SHOP DRAWiNGS V
TEMP. VOLTS WATTS
V V
V
V VV V
V V V
V COLUMBIA CAT. •
2J332EXA.I25MINSG277VEOCT
UTHONIA V
METALUX
V
3
V
V
V
V
V
V
V
V V
V
18 32 V 350O( 27789, lEl V 0( LAY—IN
-
2'x4' TROFFER, ACR'YUC LENS O.125 THICK MINIMUM.
V
COLUMBIA CAT.# :
2J-332—EXA.125M1N—SG--277V—EOCT
UTHONIA
METALUX 3 1-8 32
V
V
V V 3500K 277 89 ELECTRONIC GWBOARD 2'x4'TROFFER, ACRYLIC LENS 0.125 THICK MINIMUM. V V GWBOARD CEILING V • V
V .
V FOR MOUNTING IN OW. BOARD CEILING •
V V
V
V
V • -V V
V
•• V
otC'l_
H V
1969PaIomar Oaks Way
V McGraw/Baldwin Architects V
V
V V
V FIXTURE AND SYMBOL E-1
V V
V V LIST, GENERAL NOTES'
701 B See( 4200 Son Cego CA 92101619 231-0751 * V
Date 5-13-98 Job No
fu
1111111111 counm NAM gum LID-4
AOVAIL
n
LIGHTING COMPLIANCE SUMMARY - LTG-2j
1ALLowE LIGHTING POWER (Chaos. Ce.. M.ttuodl S
SDIUMAOIER 2/16/98
ACTUAL LIOn-fliNG POWER V
UI
V
an L? Tom iii "
A 2 LAMP 2x4 1ROFFU1 - 89 D(I 1858
B 2 LAMP 2o4 TRO
axiom
FFER 89 D() 198
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V V 3038
-- - - - .. -- -.
COMPLETE BUILDING MEMETHODOD '- - - -, - V.- • - --
- -
NaanIVlFoaINo25) e :e
AREA CATEGORY METHOD - V - -
MM 111111111ffi 0111111411 We WATM - - CA (F' a. 2-530)
2.0 1494 2988
TT
INDUSTRIAL LABS )
2988 - -- - - - I
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,V - - . _i R 94 1
TAILORED METHOD - - - - - -
- - - - - - Tars. R& - V— TO-i t., Am.)
a__ — — t
a. -
CERTIFICATE OF COMPLIANCE - Lighting Part I of 2 LTG-1-]
CALIFORNIA
PKAK OF
MARBIG Pufflueemm
a owe,
SOIUMAOIER - OdkIAY 15 1998
PT 1989 PALOMAR OAKS WAY. CARLSSAD. -
0amaTA1I01I eonma KRAUT
GEPERAL OtFOfiMATION
5 13 98 1494 -
.,aaa flI - Q P OW
OW 0 ima aceirracesw Q W MA1 fj wectiannow Fe. *Ie..)
0 KI! * CA1OW 0 •. 0
8TATEMENT OF COMPUANCE- -
1kb allIlcot. of Cerier Me the bilç tockiN aid jlwuIaia 01IIai8aae neodod to wacly th 1W. a
Pate I aid 6 of the Cidllardo Code of Re9dcIbeai 1kb arto W_rin any to ,bthag raq*unaitL
- I
1k. Pitac%id Uitkag Deid,er heidi3 onlithe that the poned deid reprelaitad hi Vito eat of
doaraaite to eonidatait uith th. other canpPaoe fame aid uciUe.t*. nith he epeidBootlaa. aid with any other -
cidadatlal udenitted odth Vito pamadt eppllcotIa The papo.ed huldiog ho, been de,1ned to meat the eriadep. -
,eakainaite —td hi t
uridur On
he eppBIe pate of Seatiane ItO. 116. 130 thnvui 132. 146 and 140,V& 24. Pert 6.
- - •
- I IaickyofThm hit I ma diginle proe, of DM" 3 of the 6*nen. aid PlJ. Code to d Vito
doaenait as the perian reapanabte fan 6* prapaaVa and that I or 0 Oil Dnqbee. Dectilod £oØa.V, an kddtact.
O I affem that I era dIiIe under the ealeption to DI 3o1 the 6**nnee aid Pfoludal Code by Soclian 5637.2 of
the thuabima aid Pralaio Code to sIgn thi document an the pawn rae b Ito p'epanotia aid that I an 0
Baird canbactan prepohag doamn.emte her oat that I hone ceeaboct.d to perform
o I rm that I an idWe tinder the awtton to DMIIOIn 3 of the thoabtee. and FrckaL.. Code by
of Code to dn this dearnant an t
plepoolki W4
he pawn reapanl*0 he Ito
he the Mloobn9 rmwm -.
Ur ft
DA -
NEAL ALAGA- - - - - 13829 5/13/98
UGHTING MANDATORY MEASURES - -
Indicate location an plan, of Net. Block for Mandatory Meanur.e - -
INSTRUCTIONS 10 APPLICANT
Per delab.d reOucI an the tee of Vii. and of Loaw Ededernoy Stade 00m611em0e ba* plane rolur to the .IU
Baud p.M.ed by t
cc
he a,de Einery Ceerirteda,
h ednedi .
116-S Beaked 6* of .b,dt - - 116-I: Re*.d plan 6* .bnhtid& Pat 2 nmoy be Inocperat.d
------------
LIO-.S Optiond. tie erdy V I4nti.g onenbof ereilto as I -
110-tn Optland. tie ody V Tofered blothod to uue Pate 3 and 3 oeed ady It atdt •. -
si___L_aa — CAne — rear,
- ;- -: - '- . - :-. ::.. - . - . ...Ti. - - -'• - -':
', .. V Exp.
SE LISTE
8 PAM #11111111 00111111111ift
D
THIS BUILDING ARE EQUIPPED
N WITH SEPARATE OCCUPANCY SENSORS., — 7.1
ED
8 DOE Am Oombd
40 lbftdw up*
LIGHTING MANDATORY MEASURES
1
- XL T • -
ALL ROOMS ARE EQUIPPED It11H OCCUPANCY SENSORS.
- • 983066
ARE ROOMS ARE LOUPPED WiN OCCUPANCY SENSORS.. - .- ., - - . - • TURPIN & RATTAN
X P-a- 0d Deft"id
EN.INP4a, tea.
h.U. OCCUPANCY SENSORS SHALl. BE EER1IRED. n - • -
- 4 D0wsuLMo, LLTneiu**. £N.INN
•vuv ROD .A 01111:1110 DRIVE SUrTE 200
ALL FLUORESCENT BALLASTS AND UJWNAIRES INSTALLED ON THIS Dec20, CA 921CR-I 649 -
F
PR0ECT INCORPORATE ELECTRONICRON1C BALLASTS AND 32 WATT T-8 019 LAMPS. THESE MEET MEET OR EXCEED NO IN THE DIRECTORY 299 /7771 YAX 299/ 1229
T11111111111111111111 Ow TV04AM Blow" -
N/A. ALl. 3 LAMP BALLASTS USED
EACH RENOVATED ROOM AND AREA N '- V
..L V
:-,..
- •V V
V- 0'SCHUMACHER
-t- filly
N/A, OCCUPANCY SENSORS US
1969 Palomar Oaks Way
- N/A. NO EXTERIOR WALLS ;A00
- McGraw/Baldwn Arctitects
NO NEW EXTERIOR LIGHTING,DI11NG. N/A.-
-- - - -. . - - - -. V V • . •., - -. .
. .
NO NEV EXTERIOR UQITIN N/A. T1fl..E 24
- . . - . .• • V . - 701 B " Diego CA 92101 619 231-0751
-
98-3066 min
TU RPIN & RATTAN
CH.IWEN3, INO.
0DN•UL7NO ELTOAI. ENUINCENO
0989 Rio NAN 01900 Charm BUM UDO
AN DIa, CA 9210.Io4a
1l29I7771 1229
[1 SCHUMACHER
1969 Palomar Oaks Way
McGraw/Baldwin Architects
FLOOR PLAM
ROOM 342 E-3-
M B Shet 1200 Sen Dkw CA 92101 68 231-0751
Date. 5- 13-98 Job No
I \ I
-- —i-- I -
S 5-
•
- () 24 VOLT WEATHERPROOF DUCT DETECTOR V1Th AUX.
\ 8A CONTACTS MOUNTED TO MAKE-UP AIR UNIT DUCTWORK
CONNECT TO FACTORY SUPPLIED CONTROL POWER S • S
-
HDA-19,21,23 TRANSFORMER. -
; _- 1"3#8+1#1OEG -. I -- -
_5
IE 040
Date 5- 3-98 Job No
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4 t
3-4#25OkCM+1#2 EG
EXISTING .PANEL "HDA" TO EXIST PANEL "HD" 4
225 AMP BUS 480V 30-3W 30KAIC
40A 5, 40A 5 20A 5 20A 5 20A 5 20A 5 40A 5 = B SSED 100A 100A 100A 100A 100A 100A 100A -
3p 3p 3p 3P',3p - 3p ACE
-
AREA OF NEW WOFK ALL
OTHER WORK SHOWN IS
EXISTING TO REMAIN
: : ØESSI
' iOA '30A 30A 60A LOAD SUMMARY PANEL'HDA',-1382 :
In
CONTROL g'Wp -WP WP WP WATER
PANEL D.I.
SIZE
WATER
PUMPS-
_P
-40 AM S
OF C
- - -
7 1/2 HP .7 1/2 HP 15 HP: - 0
5 HP 5H P MAU-7A 11 AMPS
MAU-713 11 AMPS
MAU-8A .21 AMPS.
TOTAL 100 AMPS