HomeMy WebLinkAbout1945 PALOMAR OAKS WAY; ; CB880079; Permitr '0 I hereby affirm that I am licensed under
I provisions of Chapter 9 (commencing with
Soctlon,7000) of Division 3 of the Business I
and Professions Code, and my license is in I
L full force and effect
-v •'.i hereby affirm that i am exempt from the Centtac-
fur'S 'License Law for the following reason (Sec 7031 5
- Business and Professions Code Any city or county which re-
lluites,a permit to construct, alter, improve, demolish, or x, repair any structure, prior to its issuance also requires the ap-
pticani for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor
..license Law (Chapter 9 commencing with Section 7000 of Division 301 the Business and Professions Code) or that is ex-
empt therelrom and the basis for the alleged exemption Any
-' violation of Section 7031 5 by an applicant for a permit sub- I
lects the applicant to civil penalty at not more than live hun-
dred dollars ($500)
ac I I I. as owner of the property or my employees with wages
11161 as their sole compensation, will do the work, and the struc' turn is not intended Or offered for sale (Sec 7044. Business
.J and Professions Code The Contractors License Law does
not apply to an owner of property who builds or improves m thereon and who does such work himself or through his own
emplsyeen. provided that such improvements are not intend- UI ed or offered tot sate If, however, the building or improve- Z 3t merit is sold within one year of completion, the owner-builder will have the burden of phoning that he did not build or im-
prove for the purpose of sale(
I, as owner of the property, am exclusively contracting I
wit censed contractors to construct the project (Sec 7044
Business and Professions Code The Contractor's License
Law does not apply loan owner of property who builds or im- I
proves thereon and who contracts for each protects with a contractor(s) license pursuant to the Contractors License Law)
1 As a homeowner lam improving my home, and the follow Ong conditions exist . 1 The work is being performed prior to sale 2 I have lived in my home for twelve months
prior to completion of this work.
3 I have not claimed this exemption during the last three years
13 tam exempt under Sec - BA PC for this reason
I hereby affirm that I have a certificate of consent to
self insure or a certificate of Workers Compensation In I
surance or certified copy thereof (Sec 3800 Labor Code)
POLICY NO ,
COMPANY
Copy is tiled with the city
Z Certified copy is hereby furnished
uA
O CERTIFICATE OF EXEMPTION FROM
C) WORKERS COMPENSATION INSURANCE
(This seclion need not be completed if the permit
is for one hundred dollars ($100) or less) lea , 19 rtify that in the performance of the work for which
his permit in issued I shall not employ any person in any I
manner so as to become subject 10 the Workers Compen- I nation Laws of California
NOTICE TO APPLICANT if after making this Certificate
of Exemption you should become subject to the Workers
Compensation provisions of the Labor Code you must
forthwith comply with such provisions or this permit shall I
be deemed revoked
r .L.bereby affirm that there is a construction lending
agency for the performance of the work for which this per-
mit is issued (Sec 3097, C4Cod
ZI UI1 Lenders Name
' L Lenders Adores
In Z 0
I'- 4
4
(2
0
C cxi ()
0. 0.
C
a-
IRF RAIl PAhFtIT PEN AEIIY & PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS.
CARLSI8AID IUILDOG DEPARTM ENT - PPLOCITDO 6 PEJOT
- 2075 Las Palmas Dr., Carlsbad, CA 92009-1915 (619) 438-1161 - -
BUSINESS LICENSE A VALUATION PERMIT NUMBER JOB ADDRESS AV ST.RO, THOMAS BROS NO. DATE OF AP LICATION
I /76,— £-x •'/, -
ELLOC K 3SUBDi VISION PARCEL CONTRACTOR
OWNER'S NAME I OWNER'S PHONEI
CONTRACTORS PHONE a
_______ ZONE
BUILDING SO FOOTA CONTRACTOR'S A OIR ESS STATE UCENSE NO
4pfr-
OWNER'S MAILING AODR(SS
R xj
DESIGNER'S PHONE D3
DESCRIPTI5N OF WOR4..,.,..
it j2 1.00 DESIGNER'S ADDRESS STATE LICENSE NO 0024 04/28 3101 021dPt 51470a0
F/P FLP ELEV I NO EDU
STORIES -'7 '107 yD ND ___
CENSUSTRACT RE UNITS GRADING PERMIT ISSUED I REDEVELOPMENT TYPE 0CC LOAD 1PAPKINGSPACE AREA
nO N 0 YO ND — MW YO ND Not Valid Unless Machine Certified
-
OTY. PLUMBING PERMIT - ISSUE 75t OT MECHANICAL PERMIT - ISSUE /5 ed SUMMARY/ACCOUNT NUMBER
EACH FIXTURE TRAP &-i 14JNSTALL FURN DUCTS UP TO 100.000 BTU BUILDING PERMIT 001-810-00-00-8220
/ EACH BUILDING SEWER T OVER 100,000 BTU , SIGN PERMIT 001-810-00-00-8221
EACH WATER HEATER ANDOR VENT BOILER/COMPRESSOR UP 103 HP PLAN CHECK 001-810-00-00-8891 /7
— EACH GAS SYSTEM I TO 4 OUTLETS - — BOILER/COMPRESSOR 315 HP , TOTAL PLUMBING 001-810-00-00-8222 /oa
EACH GAS SYSTEMS OR MORE - METAL FIREPLACE - , ELECTRICAL 001-810-00-00-8223
EACH INSTAL ALTER, REPAIR WATER PIPE :- VENT FAN SINGLE DUCT ' MECHANICAL 001-810-00-00-8224
EACH VACUUM BREAKER — MECH EXHAUST H000IOUCTS MOBILEHOME 001-810-00-00-8225
WATER SOFTNER RELOCATION OF EA FURNACE,HEATER , SOLAR 001-810-00-00-8226
EACH ROOF DRAIN (INSIDE) DRYER VENT . STRONG MOTION 880-519-92-33 /1
TOTAL MECHANICAL
I 1.50
FIRE SPRINKLERS 001-810-00-00-8227
TOT Al Pt UMBING PUBLIC _FACILITIES _FEE 320-810-00-00-8740
BRIDGEFEE 360-810-00-00-8740
PARK-IN-LIEU (AREA QTY ELECTRICAL PERMIT - ISSUE G OTY MOBILEHOME)E129.,..N
NEW CONSIEA AMP SWIBKR I CARPORT /.-" - -TIE 312-810-00-00-8835 9 3 -
IPH J AWNING life,__- LA COSTA TIF 311-810-00-00-8835
EXIST BLDG EA AMP/SWT'BKR GARAGE AFF fl FMF
I PH 3 PH - — (MIs LICENSE TAX ,Q3 _001-810-00-00-8162 -5_c,r5_5V
REMODEL 14TIER PER CIRCUIT '.1"yr •.i 'C)1 MFF 880519'92'57
— TEMP POLE 200 AMPS ,
— OVER 200AMPS - \,_
TEMP OCCUPANCY (30 DAYS) \f,g,,•,
CREDIT DEPOSIT - < 77' O)r
TOTALELELIRCAI
,
50-b TOTAl TOTAL FEES PAYABLE
I HAVE CAREFULLY EXAMINED THE COMPLETED -'APPLICATION AND PERMIT** AND DO HEREBY lxpirstIon Every permit issued by the Building Official under the provisions of this
CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON become null and void If the building Or work
* AN OSHA pERMIT REQUIRED R EXCAVATIONS OVER
50" DEEP AND DEMOLITION OR CONSTRUCTION OF y such rnIit is not Commenced within 180 days from the date of such a:fhori
if the bud DECLARATIONS ARE TRUE AND CORRECT CERTIFY AND AGREE IF A PERMIT IS - ill? or work authorized by such permit is suspended o STRUCT,yRES OVER 3 STORIES IN HEIGHT
ISSUED TO COMPLY WITH ALL CITY COUNTY AND STATE LAWS GOVERNING BUILDING CON- work nod
0 AGREE TO SAVE INDEMNIFY A STRUCTION. WHETHER SPECIFIED HEREIN OR NOT I ALSO A KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES. JUDGMENTS. COST ND
IN CONSEQUENCE 0 TN
PERMIT -: - --
CONTRACTOR O APP WED BY DATE
EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY
GRANTING OF TI-IlS — — BY PHONE D7ACWM _
U a,
0, On C
FIELD INSPECTION RECORD
REQUIRED SPECIAL INSPECTIONS
INSPECTION REQ IF INSPECTORS DATE / CHECKED APPROVAL
SOILS COMPLIANCE '•
PRIOR TO
FOUNDATION INSP 1f
STRUCTURAL CONCRETE
OVER 2000 PSI
PRESTRESSED
CONCRETE
POST TENSIONED
CONCRETE -
FIELD WELDIG
HIGH STRENGTH
BOLTS
SPECIAL MASONRY
PILES CAISSONS
INSPECTORS
c: -.'-
-A
C
- _
TYPE ...DATE INSPECTOR
- BUILDING
FOUNDATION
-REINFORCED STEEL
MASONRY
GUNITE OR GROUT
SUB FRAME n FLOOR Z CEIJNG
• _______ SHEATHING Li ROOF Li SHEAR
FRAME
EXTERIOR LATH
INSULATION
INTERIOR LATH & DRYWALL
PLUMBING ______
Li SEWER AND BL/CO Li P.JCO
______
UNDERGROUND Li WASTE EJWATER
______
TOP OUT 0 WASTE Li WATER
TUB AND SHOWER PAN
GAS TEST -.
- 0 WATER HEATER Li SOLAR WATER
ELECTRICAL
0 ELECTRIC UNDERGROUND Li UFFER
ROUGH ELECTRIC
-: 0 ELECTRIC SERVICE 0 TEMPORARY
:c. DBONDING Li POOL
MECHANICAL
U UUl & I'LM., U REF. I'IF'NU - -
UAT A 10 f%f% %lCrIW I - • - flLI - I fl #%JIIJ. I I IVI
-:• VENTILATING SYSTEMS
_____ _____
,CALL- FOR FINAL INSPEC1JON WHEN:ALL APPROPRIATE
ITEMS ABOVE HAE8EENPROED
FINAL I
- -: • -• • : ________ _________
____
• I _______ _______
J4ML1G (Y1
4PEC1MONDmoNs. I -
-I
p.'
City of Carlsbad
1635 Faraday Av Carlsbad, CA 92008
10-06-2011 Building Permit Permit No:CB880079
Building Inspection Request Line (760) 602-2725
Job Address: 1945 PALOMAR OAKS WY CBAD
Permit Type: CTI Sub Type:
Parcel No: Lot #: Status: FINAL
Valuation: $731,009.00 Const Type: NEW Applied: 01/19/1988
OccGroup: Reference #: Entered By: JPY
Appr/Issued: 04/22/1988
Project Title: TENANT IMPROVEMENT Inspect Area:
39514 SF TENANT IMPROVEMENT
Applicant: Owner:
BSHA MADISON SQUARE DEVELOPMENT
1875 3RD AVE. 4223 PONDEROSA AV A
SAN DIEGO CA 92101 SAN DIEGO, CA 92123
619-239-2353 619-560-7667
Total Fees: $53,246.00 Payments To Date: $53,246.00 Balance Due:
$0.00
Description Fee
* ELECTRICAL TOTAL ($10 1,205.00
* MECHANICAL TOTAL 150.00
* PLUMBING TOTAL 102.00
Bridge 6,343.00
Building Permit 2,736.00
License Tax 25,585.00
MFF 12,354.00
Plan Check 1,778.00
Strong Motion Fee ($.50 110.00
FINAL APPROVAL
Inspector. Date: ______________ Clearance:
NOTICE: Please take NOTICE that approval of your project includes the imposition of fees, dedications, reservations, or other exactions hereafter collectively
referred to as fees/exactions. You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must
follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for
processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack,
review, set aside, void, or annul their imposition.
You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy
changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any
fees/exactions of which you have previously been ciiven a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired.
(llttg 01 (llarløtiab
CASHIER'S VALIDATION
SEWER PERMIT APPLICATION
APPLICANT TO FILL IN SHADED AREA SEWER PERMIT NUMBER: -SE
BUILDING PLAN CHECK NUMBER:PC
'BUILDING TYPE:
779
BUILDING ADDRESS: - ' - - -F
NUMBER OF EDU'S:
"CALCULATIONS: OWNER: - - " - ' - / ' ' -'
MAILING ADDRESS:
CONTRACTOR:
MAILING ADDRESS:
LEGAL DESCRIPTION: CONNECTION FEE
• - J COST PER UNIT _____________ x NO. UNITS
LATERAL CHARGE:
TOTAL CHARGES: 779
ASSESSORS PARCEL NUMBER: - ,-- PREPARED BY: -
(PRINTED NAME)
- 6 COMMENTS:
(c
••,; , i' (0/
0/
\6~
WHITE: DIPS GREEN: Finance CANARY: Water PINK: Building GOLD: Applicant
DEVELOPMENT PROCESSING SERVICES DIVISION
2075 LAS PALMAS DRIVE
CARLSBAD, CA 92009-4859
(619)438-1161
MISCELLANEOUS FEE RECEIPT
Applicant And Fill In Shaded Area Only
JOB II Pce. Q pc '44•-f e-
ADDRESS , PLAN ID NO. n 7 Ltp t& ASSESSOR'S 2..I,- G' — I ) L Jur*--r *0 PARCEL NO. 1.4 O 9 I-62. 5 SuevTro sy l4c 1!I
OWNER HA<P150114 SQUAW— ?ThS+iP
OWNER'S 4j ftcV c;r MAILING ADDRESS S*44 :0t4, CA .
CITY ZIP 4- TEL. VALIDATION AREA
CONTRACTOR 1 07) Y ESTMATED VALUATION
000 01YL9 01 057,1 ~17,,l CONTRACTOR'S
MAILING
ADDRESS PLAN CHECK FEE 001-810-00-00-8821
IF THE APPLICANT TAKES NO ACTION
CITY ZIP TEL.
WITHIN 180 DAYS, PLAN CHECK FEES
It WILL BE FORFEITED.
STATE BUSINESS
LICENSE NO. LICENSE NO.
SUBDIVISION LOT(S)
LO1-S t 44-+&, a S
LEGAL DESCRIPTION , ,
CHECK IF SUBMITTED:
-ro r%,°p 01019e o eos IM -TVf9 2 ENERGY CALCS
U9 0Z fu6 . øl- 121, 2, 2eoEcI itt El 2 1987 ENERGY CALCS
Si#v% OLt 6^ 51191M 1-6 41981, FOR NON RESIDENTIAL BLDGS
DESCRIPTION OF WORK ElI 2 STRUCTURAL CALCS
t.iws EteQ 44 D _3..SeJfiS REPORTS
ç-) 4 2 SELF ADDRESSED ENVELOPES
DATE GIVEN! DATE SENT TO APPLICANT
-6eA S1LL-9- 0g.
CONTACT PERSON D€RASWOT-r LA COSTA LETTER
ADDRESS mic SCHOOL FEE FORM
CITY ZIP '92 TEL. '23 353 P & E CORRECTIONS LIST
CERTIFICATE OF OCCUPANCY
APPLIdXT'S SIGNATURE DATE
White - File Yellow - Applicant Pink - Finance Gold - Assessor
PLAN CHECK NUMBER:
PROJECT NAME:
ADDRESS:
PROJECT NO.:
FINAL BUILDING INSPECTION
RECEIVED AU-3 a 1 198
DATE: -.
UNIT NUMBER: PHASE NO.:
TYPE OF UNIT: NUMBER OF UNITS:
CONTACT PERSON:
V - CONTACT TELEPHONE:
INSPECTED: i j' APPROVED ______ DISAPPROVED
INSPECTED DATE
BY: INSPECTED: ___________ APPROVED ______ DISAPPROVED
INSPECTED DATE
BY: INSPECTED: ____________ APPROVED ______ DISAPPROVED
COMMENTS: - -
4 '
Rev. 1186 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire
FINAL BUILDING INSPECTION
PLAN CHECK NUMBER:
PROJECT NAME:
ADDRESS:
PROJECT NO.:
TYPE OF UNIT:
CONTACT PERSON:.
CONTACT TELEPHONE:
UNIT NUMBER:
NUMBER OF UNITS:
DATE:
PHASE NO.:
J
INSPECTED
/J
DATE
_____ BY: APPROVED DISAPPROVED INSPECTED: ____________ ______
INSPECTED DATE
BY: INSPECTED: ____________ APPROVED ______ DISAPPROVED
INSPECTED DATE
BY: INSPECTED: APPROVED ______ DISAPPROVED
COMMENTS:
Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire
FINAL BUILDING INSPECTION
PLAN CHECK NUMBER: DATE:
PROJECT NAME:
ADDRESS: "'•"''-' "
PROJECT NO.: UNIT NUMBER: PHASE NO.:
TYPE OF UNIT: ' '- ' NUMBER OF UNITS:
CONTACT PERSON:
CONTACT TELEPHONE:
INSPECTED DATE
APPROVEDQ DISAPPROVED INSPECTED:
INSPECTED DATE
BY: INSPECTED: APPROVED ______ DISAPPROVED
INSPECTED DATE
BY: ________________________ INSPECTED: APPROVED ______ DISAPPROVED
COMMENTS:
RECEIVED
Rev 1186 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619) 560-14,68
DATE: ?22..( 08 i1APPLICANT
JURISDICTION: C1 Y-,'2. L , e E4 PL N CH EC
DFILE COPY PLAN CHECK NO: C - O19 SET: ]I.. DUPS
PROJECT ADDRESS:\ O 4 DESIGNER
PROJECT NAME: 't?&.) w S'- sY-4 s
KER
E The plans transmitted herewith have been corrected whe
r
e
necessary and substantially comply with the jurisdicti
o
n
'
s
building codes.
The plans transmitted herewith will substantially com
p
l
y
with the jurisdiction's building codes when minor deficie
n
-
cies identified ____ are resolved and, checked by building department
D The plans transmitted herewith have significant defici
e
n
c
i
e
s
identified on the enclosed check list and should be correc
t
e
d
and resubmitted for a complete recheck.
fl The check list transmitted herewith is for your informati
o
n
.
The plans are being held at Esgil Corp. until corrected
/i plans are submitted for recheck.
. ,-'..
( k The applicant's copy of the check list is enclosed for t
h
e
jurisdiction to return to the applicant contact person.
The applicant's copy of the check list has been sent
t
o
:
C.CR o- Dc ) B5-fi4, 11 T tThtO
C4 2..)o1
Esgil staff did not advise the applicant contact person
t
h
a
t
plan check has been completed.
ED Esgil staff did advise applicant that the plan check h
a
s
been completed. Person contacted: (tbLD 4VL-i-vJc S&)
Date contacted: 7.42 ZrEI) Telephone # REMARKS: CrtCoz_r1ciU"(j)c-cg n..oi
CO 'ZOoJ r TZSi &&r YUC4 c\ -w 13c - N o a KY t4 - L- 64-rLL( PE)Ucj U,t' - C ir tC scT')
By:
Enclosures:_________________ ESGIL CORPORATION
ESGIL CORPORATION
9320 CHESAPEAKE DR.. SUITE 208 Q'o. tL- SAN DIEGO. CA 92123
(619)560.1468
DATE: PCj~~RISDICT
LCANT
I®
JURISDICTION: CYL,O CHECKER
0 FILE COPY
PLAN CHECK NO: C 1Z S []DESIGNER PROJECT ADDRESS: \45 ThLorvv cDs (
PROJECT NAME 0 vv\ T1 S T
D 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
D with the jurisdiction's building codes when minor deficien-
cies identified are resolved and checked by building department staff.
The plans transmitted herewith have significant deficiencies
0 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 Corp. until corrected plans are submitted for recheck.
D The applicant's copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
The applicant's copy of the check list has been sent to:
13 (5cc 5 .4 . ç
SD1(z4o, C1r,°\O
Esgil staff did not advise the applicant contact person that
plan check has been completed.
Esgil staff did advise applicant that the plan check has 0 been completed. Person contacted:
Date contacted: Telephone
#_________________ 0 REMARKS:
By: 1L L Enclosures oL-r
ESGIL CORPORATION
PLAN CEMCK NO. ?)9- 501 -T-
JURISDICTION:
TO: OR 2 i4
B~s k B1P5Y41'a0 PL).
SD1 (oClc 9,2, 1o1
OCCUPANCY: -
BUIlDThGJSE: OflICtE a W1PrU U &'
,TYPE OF CONSTRUCTION: _B_L_
AUAL AIM: 'g.,ôôo @ (S 11)5 142Lv
AULM&BLE AREA:_____________
STORIES:
BEIt:
SPRINKLERS: (.5
ocarx LOAD:__________
REMARKS:
PLAN CORRECTION SHEET
GENERAL. COMMERCIAL
FOREWORD:PLEASE READ
Plan check is limited to 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 handicapped. The plan check is based on
regulations enforced by the Building Inspection
Department. You may have other corrections
based on laws and ordinances enforced by the
Planning Department, Engineering Department or
other departments.
Present California law mandates that
construction comply with Title 24 and the
applicable model code editions adopted, with or
without changes, by the various state agencies
authorized to propose building regulations for
enforcement at the local level. Code sections
cited are based on the 1982 IJBC.
The above regulations apply to construction,
regardless of the code editions adopted by
ordinance at the local level.
The circled items listed need clarification,
modification or change. All items have to be
satisfied before the plans will be in
conformance with the cited codes and
regulations. Per Sec. 303 (c), 1982 Uniform
Building Code, the approval of the plans does
not permit the violation of any state, county or
city law.
To sneed tin the recheck process, note on this
list (or a copy) where each correction item has
been addressed, i.e., plan sheet, specification,
etc. Be sure to enclose the marked up list when
ou submit the revised plans.
Date plans received by jurisdiction:'\ \B
Date plans received by Esgil Corp.:___________
Date initial plan check completed:
06 By: v\'l
Applicant contact person:
OY.
Tel. ZSCI 98 __________
NOTE: PAGE NUMBERS ARE NOT IN SEQUENCE AS PAGER RAVING NO ITEMS NEEDIN..E)
List No. 30, GENERAL COMMERCIAL, WITHOUT ENERGY OR LOCAL ORDINANCE OR POLICY SUPPLEMENTS
1
4/23/86
1. Please make all corrections on the original
f tracings and submit two new sets of prints, and d
7
any original plan sets that may have been
turned to you by the jurisdiction, to:
f Esgil Corporation, 9320 Chesapeake Drive,
10- Suite #208, San Diego, California 92123,
(619) 560-1468.
(j) Please make all corrections on the
original tracings and submit two new sets of
prints, and any original plan sets that may
have been returned to you by the jurisdiction,
to:
The jurisdiction's building department.
B. GAL
Provide the site address and a vicinity
sketch on the Title Sheet.
4. Provide the names, addresses and telephone
numbers of the owner and the responsible design
professionals on the Title Sheet.
Show on the Title Sheet all buildings,
structures, walls, etc. included under this
application. Any portion of the project shown
on the site plan that is not included with the
building permit application filed should be
clearly identified as "not included" on the site
plan or Title Sheet.
/-T.:.
Provide a Building Code Data Legend on the
ile Sheet. Include the following code
information for each building proposed:
Occupancy Group
Description of Use
Type of Construction
Sprinklers: Yes or No
Stories
Height
Floor Area
Justification to exceed allowable area
in Table 5-C.
Justification to exceed allowable height or
stories in Table 5-D.
SITE PLAN -
Ae
All sheets of the plans and the first sheet 9. Provide a fully dimensioned site plan
the calculations are required to be signed by drawn to scale. Show: North arrow, property
All
licensed architect or engineer lines, easements, streets, existing and proposed
responsible for the design. Please include the buildings and structures, location of yards used
California license number and the date the plans for allowable increase of building area and
are signed. dimensioned setbacks.
Indicate on the Title Sheet whether or not
a grading permit is required for this project.
Provide a statement on the site plan
stating: "All property lines, easements and
buildings, both existing and proposed, are shown
on this site plan".
-c 4iZ c1ro c2 y -i. j o ya. i, j
aOyV -Z --71 Piut-j —to
It '-? 9(Zo)\O CAR-L 2uctUr2y
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2
4/23/86
)Il. Usable space under the first story, when
/ constructed of metal or wood, shall be separated
from the non-usable space; and the story above,
as required for one-hour fire-resistive
construction and the door to the usable space
shall be self-closing, of noncombustible
construction or solid wood core, not less than
1-3/4 inches in thickness. Section 1703.
3P( Show the basis for the rating of the
occupancy separation you propose, i.e., Item
number in Table 43-A, B, C; Gypsum
Fire-Resistive Design Manual; U.L., etc.
In all occupancies, floors above the first /3'.
tory having 10 or more occupants, shall have
not less than two exits. Section 3303 (a).
104 Exits should have a minimum separation of
one-half the maximum overall diagonal dimension
of the building or area served.
Section 3303 (c).
105 The maximum number of required exits and
their required separation must be maintained
until egress is provided from the structure.
Section 3303 (a).
Where a required exit enters a yard or court f the minimum width of the yard or court shall be
64" and the yard must be unobstructed and lead
to a public way. Section 3311 (b),
Section 3301 (b).
l/. Where required exits enter an exit court (see
definition, Section 404 and 3301), the exit
court must discharge into a public way or exit
passageway. The exits from the exit court shall
comply with Section 3311 (d) requirements for
width, number, and protection of walls and
openings when the occupant load exceeds 9.
3PØ Change in width in a exit court shall be
effected gradually by a guardrail at least 36
inches high and making an angle of not more than
30 degrees with the axis of the court.
Section 311 (b).
1 . Walls of exit passageways shall be without
' openings except exits and shall have walls,
floors and ceilings of the sane fire-resistance
required for the building, with a minimum
one-hour fire-resistive construction. Exit
openings in the walls shall be protected by a
three-fourths-hour assembly. Section 3312 (a).
require two exits.
/ Section 3303 (a).
l) Total width of exits in feet shall be not
7 less than total occupant load served divided by
50. Tributary occupant load from basements and
stories above shall be per Section 3303 (b) and
the maximum width required for any story shall
be maintained.
Y No point in the building shall be more than
/ 150 feet (200 if sprinklered) from an exterior
exit, horizontal exit, enclosed stairway or exit
passageway, measured along the path of travel.
This may be increased 100 feet if last 150 feet
is in a corridor. Section 3303 (d)
(See exceptions).
1)/ Double acting doors are not allowed when
' serving a tributary occupant load of more than
100, or when part of a fire assembly, or part of
smoke and draft control or when equipped with
panic hardware. Section 3304 (b).
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4/23/86
114 Exit doors should swing in the direction of
egrees when serving occupant load of 50 or more.
Section 3303 (d). See doors
115 Exit doors should be openable from the inside
without the use of a key, special knowledge, or
effort. Section 3304 (c) [Note that exit doors
serving 10 or less occupants may have a night
latch, dead bolt, or security chain per
Title 24 2-3303 (c).]
116 Exit doors should be a minimum size of 3 feet
by 6 feet 8 inches with a minimum door swing of
90 degrees. Maximum leaf width is Le feet.
Section 3304 (e).
117 The net dimension (clear width) at doorways
should be used in determining exit widths
required by Section 3302 (b). Section 3304 (e).
In consideration of door thicknesses, panic
hardware, door swing etc., the required exit
widths have not been furnished. See door -
A door may open over a stairway landing
provided the door, in any position, does not
reduce the clear area of the landing, in the
direction of travel, to less than one-half the
required width of the stairway.
Section 3306 (g).
12 . Ramps required by Table 33-A shall not exceed
1:12; other exit ramps 1:8. Ramps steeper than
1:15 shall have handrails as required for
stairways. Minimum size landings and landing
clearances must be provided. Section 3307.
X
Stairway width must be at least 44 inches
en serving more than 50 occupants; 36 inches
when less than 50; 30 inches when used as a
private stairway serving less than 10 occupants.
Section 3306 (b), Section 3301 (b).
(). Seventy eight inch minimum headroom clearance
for stairways should be indicated on the plans.
/ Section 3306 (p). Note that this is from a
plane tangent to the stairway tread nosings.
A
Regardless of occupant load, a floor or
ding not more than 1/2 inch below the
eshold is required on each side of an exit
door. Section 3304 (Ii).
Doors should not project more than 7 inches
into the required corridor width when fully
opened, nor more than one-half of the required
corridor width when in any position.
Section 3305 (d).
X
Revolving, sliding and overhead doors are not
permitted as exit doors if the occupant load
exceeds 9 or the exit door serves a hazardous
area. Section 3304 (g).
Y Stairway handrails should not project more
/ than 3-1/2 inches into the required width. Trim
may not project more than 1-1/2 inches.
Section 3306 (b).
12 . Enclosed usable space under interior or
exterior stairways should be protected on the
enclosed side as required for one-hour
fire-resistive construction. 2 x @ 16" O.C.
mailers. Section 3306 (m) (n).
).Z1'Landings should not be reduced in width more
' than 7 inches by a door when fully open. Where
doors open over landings, the landing shall have
a length of not less than 5 feet.
Section 3306 (g) and Section 3304 (h).
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4/23/86
137 Handrails are required on each side of
stairways. Stairways required to be more than
88 inches wide shall have intermediate
handrails. Stairways not over 44 inches wide
may have one handrail if not open on both
sides. Private stairways (1 tenant), 30 inches
or less in height, may have one handrail.
Handrails shall be 30 inches to 34 inches above
nosing of treads and be continuous and, except
for private stairways, at least one rail shall
extend 6 inches beyond top and bottom risers.
Handrail ends shall be returned or shall
terminate in a newel post or safety terminal.
Section 3306 (j).
The handgrip portion of all handrails shall
/ be not less than 1-1/4 inches nor more than 2
inches in cross-sectional dimension. Handrails
projecting from walls shall have at least 1-1/2
inches between the wall and the handrail.
Section 3306 (j).
X1 . Openings in the exterior wall below or
I within 10 feet horizontally of an exterior exit
stairway in buildings over two stories shall be
protected by a self-closing assembly having a
three-fourths-hour rating, unless two separate
exterior stairways serve an exterior exit
balcony. Section 3306 (1).
140 Corridors, and exterior exit balconlies,
serving 10 or more occupants must be a minimum
44 inches wide and 7 feet high to the lowest
projection. Section 3305 (b).
When a corridor or exterior exit balcony is
accessible to the handicapped, changes in
elevation shall be made by means of a ramp.
Section 3305 (f).
142 Corridors serving 30 or more occupants shall
,,;Oft
ye walls and ceilings of one-hour construction
/ except:
Corridors greater than 30 feet wide when
the occupants or areas served by the
corridor have an exit independent from
the corridor.
Exterior sides of exterior exit
balconies. Section 3305 (g).
143 One-hour fire-rated corridors shall have
door openings protected by tight-fitting smoke
and draft control assemblies rated 20 minutes,
except openings in interior walls of exterior
exit balconies. Doors shall be maintained self-
closing or be automatic-closing by action of a
smoke detector per Section 4306 (b), doors shall
be gasketed to provide a smoke and draft seal
where the door meets the stop on sides and top.
Section 3305 (h).
144 Total area of all openings, except doors, in
any portion of an interior corridor, shall not
exceed 25 percent of the area of the corridor
wall of the room which it is separating from the
corridor. Such openings shall be protected by
fixed, approved 1/4 inch thick wired glass
installed in steel frames. Section 3305 (h).
145 Duct penetrations of fire-rated corridor
walls and ceilings shall have fire dampers per
Section 4306 (j).
14 Viewports in 20 minute rated corridor doors
/ cannot exceed 1 inch in diameter and must have
/ 1/4 inch thick glass and metal holder that will
not melt at 1700 degrees F. Section 3305 (h).
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4/23/86
147 Provide a complete architectural section of
the corridor, and exterior exit balcony, showing
all fire-resistive materials and details of
construction for all floors, walls, roof and all
penetrations. Section 3305 (g).
?Suection
Ceilings of combustible materials cannot be
spended below the one-hour corridor ceiling.
3305 (g).
149. Corridor walls may terminate at the ceiling
only if the ceiling is an element of a one-hour
fire-resistive floor or roof system.
Section 3305 (g).
X1 See attached details for approved methods of
providing one-hour corridor construction.
When two exits are required, dead end
corridors and exit balconies are limited to 20
feet. Section 3305 (e).
Exterior exit balconies cannot be located in
areas where protected openings are required.
Section 3305 (i).
H. MCIT SIGNS ;153 Exit signs are required for exits serving an
occupant load exceeding 50. Show all required
it sign locations. Section 3314 (a).
154 Show that exits are lighted with at least one
foot candle at floor level. Section 3313 (a).
l)8 Show that the power supply for exit
illumination and exit signs is provided by two
separate circuits. (Occupant load exceeds 50 in
I occupancies and 100 in H occupancies and 300
in all others). Section 3313 (b) 1.
156. Show separate sources of power for exit
illumination and exit signs. (Occupant load
exceeds 999 in A-i, 500 in A-2/2.1, 150 in
churches, 100 in I's, 500 in B-2 occupancies).
Section 3313 (b) 2.
157 The exit sign locations as shown are not
adequate.
N. ELEVATORS
Provide notes and details to show the
elevator will comply with Sections 5101 through
5105.
0. GLASS AND GLAZD
Specify on the window schedule the glass type
and thickness to show compliance with
T
~,SP_eC__ify
l 5-A and B.
(J
safety glazing for glazing in
hazardous locations such as glass doors, glazing
adjacent to such doors and glazing adjacent to
walking surfaces. Section 5406.
Glazing, in the same wall plane as a door,
must be safety glazing if within 12" of the door
and less than 60" above the walking surface,
unless the glazing is leaded or faceted glass.
Section 5406 (d) 7.
Glass in excess of 9 sq. ft. with the lowest
edge less the 18 inches above a walking surface
shall be safety glazing or shall have a
horizontal member not less than 1-1/2 inches in
width and located between 24 and 36 inches above
the walking surface.
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4/23/86
Provide fire sprinklers
Section 506, 507, 508 or 3802. See also
jurisdiction ordinance.
When serving more than 100 sprinkler heads,
automatic sprinkler systems shall be supervised
by an approved central, proprietary or remote,
station service, or shall be provided with a
local alarm which will give an audible signal at
a constantly attended location.
Provide class standpipes per Section
3807. A first story as allowed by Section 702
shall be included in determining the number of
stories when determining if standpipes are
required. Section 3806.
R. FOUNDATION
185 Provide a copy of the project soil report
prepared by a California licensed architect or
civil engineer. The report shall include
foundation design recommendations based on the
engineer's findings and shall comply with UBC
Section 2905.
Specify on the foundation plan or structural
specifications sheet the soil classification,
the soils expansion index and the design bearing
capacity of the foundation.
Provide a letter from the soils engineer
confirming that the foundation plan, grading
plan and specifications have been reviewed and
that it has been determined that the
recommendations in the soil report are properly
incorporated into the plans. (When required by
the soil report).
188. The foundation plan does not comply with the
following soil report recommendation(s) for this
project
189. Provide notes on the foundation plan listing
the soils report recommendations for foundation
slab and building pad preparation.
190. Note on the foundation plan that: "Prior to
the contractor requesting a Building Department
foundation inspection, the soils engineer shall
advise the Building Official in writing that:
the building pad was prepared in
accordance with the soils report:
the utility trenches have been properly
backfilled and compacted, and;
C. the foundation excavations, forming and
reinforcement comply with the soils
report and approved plan".
191. Provide spread footings for concentrated
loads designed for 1,000 psf soil bearing or per
bearing value as determined by an engineer or
architect. Chapter 29.
192. Show height of all foundation walls.
Chapter 23.
193. Show height of retained earth on all
foundation walls. Chapter 23.
194. Show distance from foundation to edge of cut
or fill slopes and show slope and heights of
cuts and fills. chapter 29.
195. Note on the plans that wood shall be 6 inches
above finish grade. Section 2516 (c) 7.
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/23/86
Show a minimum 2" air space and flashing
/ between planter and building walls.
Section 2516 (c) 7.
T. FRAHM
216 ow bracing. Every exterior wood stud
wall and main cross partition shall be braced at
each end at least every 25 feet of length with
1 x 4 diagonal let-in braces or equivalent.
Section 2517 (g) 3. -
217 Note cross bridging or blocking. Floor
joists and rafters 12" or more in depth shall be
supported laterally by bridging at intervals not
exceeding 8 feet, unless both edges are held in
line. Section 2506 (g).
218 Show blocking at ends and at supports of
floor joists, and for rafters at exterior walls.
Section 2517 (d) 3.
9. Show solid blocking at ridge line and at
" exterior walls on trussed roofs.
Section 2506 (g), Section 2517 (h).
234'. Show double joists. Floor joists shall be
' doubled under bearing partitions running
parallel with the joists. Section 2517 (d) 5.
YI Bearing partitions, perpendicular to joists,
/ shall not be offset from supporting girders,
beams, walls or partitions, more than the depth
of the joist. Section 2517 (d) 5.
/2p. Show rafter ties. Rafter ties shall be
aced not more than 4 feet on center and be
just above the ceiling joists, where rafters and
ceiling joists are not parallel.
Section 2517 (h) 4.
'. Show rafter purlin braces to be not less than
" 45 degrees to the horizontal.
Section 2517 (h) 5.
2) Show 1/2" minimum clearance between top plate
I of interior partitions and bottom chord of
trusses. (To ensure loading will be as
designed).
2 . Show double top plate with minimum 48" lap
splice. Section 2517 (g) 2.
22 . Show nailing will be in compliance with
Table 25-Q.
227 Show or note fire stops at the following Show
locations per Section 2516 (f):
in concealed spaces of stud walls and
partitions, including furred spaces, at
the ceiling and floor levels and at 10
foot intervals along the length of the
wall.
at all interconnections between
concealed vertical and horizontal spaces
such as occur at soffits, drop ceilings
and cove ceilings;
C. in concealed spaces between stair
stringers at the top and bottom of the
run and between studs along and in line
with the run of stairs if the walls
under the stairs are unfinished; and
d. in openings around vents, pipes, ducts,
chimneys, fireplaces and similar
openings which afford a passage for fire
at ceiling and floor levels, with
noncombustible materials.
,
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18
4/23/86
yi"Show stud size and spacing. Maximum
allowable stud heights; bearing wall: 2 x 4
and 2 x 6 max. 101; non-bearing: 2 x 4 max.
141, 2 x 6 max. 201. Table 25-R-3.
2)4' Studs supporting two floors, a roof and
/ ceiling must be 3 x 4 or 2 x 6 at 16" o.c.
Table 25-R-3.
2) Note an A.I.T.C. Certificate of Compliance
/ for glued laminated wood members shall be given
to the building inspector prior to erection.
Section 306 (f).
23 . Detail all post to beam and post to footing
C
onnections and reference the detail to the
plan. Section 2516 (m).
232 Detail shear transfer connections, including
roof and floor diaphragms, to shear walls.
Section 2513.
23 . Specify nail size and spacing for all shear
walls, floor and roof diaphragms. Indicate
required blocking. Maintain maximum diaphragm
dimension ratios. (Tables 25 I, J, K) and
Section 4713 (d).
23d Show 3" x 4" or 2" x 6" studs in first story
/ of three story building. Table 25-R-3.
Provide truss details and truss calculations
/' for this project.
2?t. Provide roof framing plan and floor framing
/plan. Section 302 (a) 7.
237 Provide framing sections through
9/
2)d(Specify all header sizes for opening over 4'
7 wide. Section 2517 (g) 5.
Y4'. Provide calculations for main vertical and
horizontal framing members and post footings.
Section 302 (a) 7.
24 . Provide calculations for lateral loads, shear
panels, shear transfer and related.
Section 302 (9) 7.
TloA Z\1 91, '5GRoQ
P24 . Show on the plans all structural requirements
developed in the structural calculations.
2 . Columns and posts located on concrete or
/ masonry floors or decks exposed to the weather
or to water splash or in basements and which
support permanent structures shall be supported
by concrete piers or metal pedestals projecting
above floors unless approved wood of natural
resistance to decay or treat wood is used.
Section 2516 (c) 4.
/2 . Individual concrete or masonry piers shall
oject at least 8 inches above exposed ground
unless the columns or posts which they support
are of approved wood of natural resistance to
decay or treated wood is used.
Section 2516 (c) 4.
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Section 320 (a) 7.
19
4/23/86
2f/ Wood stud bearing walls, with studs at 24"
o.c., require 3 ea. 2 x 4 or 2 ea. 2 x 6 or 2
ea. 3 x 4 top plates if supporting either floor
members or roof trusses that are spaced more
than 16" o • c. and do not bear within 5" of the
supporting stud. Section 2517 (g) 2.
24 . Specify plywood grade and panel
identification index. Table 25-N.
2 6. When roof pitch is less than 3:12, design
( ridge as a beam. Section 2517 (h).
2 . If foundation cripple wall studs are less
( than 14" framing shall be solid blocking.
Section 2517 (g) 4.
2) Cripple wall studs exceeding 4 feet in height
(shall be 3 inch by 4 inch or 2 inches by 6
inches when supporting 2 stories.
Section 2517 (g) 4.
K9. Show plywood sheathing over exposed eaves, or ' other weather exposed areas, is exterior grade.
Section 2516 (g) 3.
U. MISRLLANXJS
Show light and ventilation, for areas
" customarily used by people, will comply with
Section 605.
3y(Provide details of restrooms to show
compliance with Section 510 (b), regarding
floors, walls and showers.
Provide restrooms for each sex if the number
7o'i employees exceeds 4 and both sexes are
employed. Section 705 (B occupancy).
2 . Show unenclosed floor and roof openings, open
/ and glazed sides of landings and ramps,
balconies or porches more than 30" above grade
or floor, and roofs used for other than service
to the building have 42" minimum height
guardrail, through which a 6" sphere cannot
pass, and designed for 20 lbs. per lin. ft.
applied horizontally at top rail (50 lbs. for
exit facilities serving more than 50).
Section 1711. Table 23-B.
V. TITLE 24 HANDICAPPED ACCESS
3 Show a weep screed at the foundation plate
line on all exterior and stud walls to be
stuccoed. Section 4706 (e).
Ko
Ridges, hips, and valleys shall be at least
ne size larger than supported rafters.
Section 2517 (h) 3.
In open beam construction, provide strap ties
across the beams at the ridge support.
Section 2501 (b).
257 Provide note and details on the plans to show
compliance with the enclosed Handicapped Access
Check List. Handicapped access requirements may
be more restrictive than the UBC.
W. ArrAcoav
Provide mechanical plans, plan details,
calculations and completed forms to show
compliance with state regulations for energy
conservation.
Provide electrical plans, plan details,
calculations and the completed Form 5 to show
compliance with state regulations for energy
conservation.
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20
4/23/86
Incorporate in the plans or specifications
the attached "Title 24 Mandatory Requirements"
and the "Title 24 Construction Compliance
Statement Requirements".
Please see additional corrections, or
remarks, on the following page.
The jurisdiction has contracted with Esgil
Corporation located at 9320 Chesapeake Drive,
Suite 208, San Diego, California 92123;
telephone number of 619/560-1468, to perform the
plan check for your project. If you have any
questions regarding these plan check items,
please contact
at Esgil Corporation.
Thank you.
Enclosures:
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4/23/86
TITLE 24: DISABLED ACCESS REGULATIONS [NON—RESIDENTIAL CHECK LISTI
AT EACH CIRCLED ITEM, NOTE THE PLAN SHEET THAT SHOWS THE CORRECTION.
A. WALKS AND SIDEWALKS (SEC. 2-3325)
Walks and sidewalks shall have a continuous com-
mon surface, not interrupted by steps or by abrupt
changes its level exceeding Vt inch. and shall be a
minimum of 48 inches in width.
Surfaces with a slope of less than 6 percent gradient
shall be at least as slip-resistant as that described as
a medium salted finish.
Surfaces with a slope of 6 percent gradient or greater
shall be slip-resistant.
Surface cross slopes shall not exceed ¼ inch per root.
Walks, sidewalks and pedestrian ways shall be free
of gratings whenever possible. For gratings located
in the surface of any of these areas, grid openings
in gratings shall be limited to Vs inch in the direction
of traffic flow.
When the slope in the direction of travel of any walk
exceeds 1 vertical to 20 horizontal it shall comply
with the provisions for Pedestrian Ramps.
Abrupt changes in level along any accessible route
shall not exceed Vt inch. When changes in level do-
occur, they shall be beveled with a slope no greater
than 1:2 except that level changes not exceeding
'4 inch may be vertical. When changes its levels
greater than Vt inch are necessary they shall comply
with the requirements for curb ramps.
Walks shall be provided with a level area not less
than 60 inches by 60 inches at a door or gate that
swings toward the walk, and not less than 48 inches
wide by 44 inches deep at a door or gate that swings
away from the walk. Such walks shall extend 24
inches to the side of the strike edge of a door or gate
that swings toward the walk.
AU walks with continuous gradients shall have level areas at least 5 feet in length at intervals of at least
every 400 feet.
B. HAZARDS (SEC. 2-3326)
I. Warning curbs. Abrupt changes in level, except
between a walk or sidewalk and an adjacent street
or driveway, exceeding 4 inches in a vertical dimen'
sion, such as at planters or fountains located in or
adjacent to walks, sidewalks, or other pedestrian
ways, shall be identified by curbs projecting at least
6 inches in height above the walk or sidewalk surface
to warn the blind of a potential drop off. When a
guardrail or handrail is provided, no curb is required
when a guiderail is provided centered 3 inches (plus
or minus one inch) above the surface of the walk or
sidewalk: the walk is 5 percent or less gradient or
no adjacent hazard exists.
2. Overhanging Obstructions: Any obstructions that
overhangs a pedestrians way shall be a minimum of
30 inches above the walking surface as measured
from the bottom of the obstruction.
C. PARKING (SEC. 2.7102)
I. The following table establishes the number of handi-
capped parking spaces required:
Total Number of Number of Handicapped Parking Parking Spas es Spaces Required
I- 40 .......
41- 80 .......2
81-120 .......3
121-160 .......4
161-300 .......S
301-400 .......6
401.500 .......1
over 500 . . . . . . . I for each 200 additional spaces
provided
When less than S parking spaces are provided, one
shill be 14 feet wide and lined to provide a 9 font
parking area and a 5 loot loading and unloading
area.
2. Physically handi,appcd parking spaces shall be lii.
i3ted as near as pratscal to a primary entrance. If
only one spice is pruvidcd. it shall be 14 feet wide1
and lined to provide a 9 (not parking area and sf
3 foot loading and unlojdiisg area. When more that
one spate is proaidetl in lieu of providing a 14 f0 4t
wide space for each parking spa.e, two spaces ca
be provided within a 23 loot wide area lined
provide a 9 tout parking area on each side of a 5 foot
loading and unloading area in the center. rhe mm.
irnum length of each parking space shall be 18 feet.
In each parking area. a bumper or curb shall be pro-
vided and located in prevent encroachment of cars
over the required width of walkways. Also. she space
shall be sii located that a handicapped person is not
compelled to wheel or walk behind parked cars other
than their own.
Pedestrian ways which are accessible to the physi-
cally handicapped shall be provided from each such
parking space to realted facilities, including curb
cuts or ramps as needed. Ramps shall not encroach
into any parking space.
EXCEPTIONS: 1. Ramps located at the front of
physically handicapped parking spaces may
encroach into the length of such spaces when
such encroachment does not limit a handicapped
person's capability to leave or enter their vehicle
thus providing equivalent facilitation.
Surface slopes of parking spaces for the physically
handicapped shall not exceed V. inch per foot in
any direction.
Entrances to and vertical clearances within parking
structures shall have a minimum vertical clearance
of 8 feet 2 inches where required for accessibility
to handicapped parking spaces.
Handicap parking identification signs slutl be
provided as required by Section 2-7102(e) in the
following locations:
s. ts the pavement vathin each required park-
ing space
b. At the entrance to the parking facility.
D. SANITARY FAC!UTIES (SEC. 2-511)
1. Where separate facilities are provided for non—
handi-capped persons of each sex, separate facilities shall
be provided for handicapped persons of each sex
also. Where unisex facilities are provided for non.
handicapped persons, such unisex facilities shall be - -
provided for the handicapped.
2. Where sanitary facilities are located on accessible
floors of a building, they shall be made accessible to
the physically handicapped. 3. Passageways leading to sanitary facilities shall have a
clear access width as specified in Chapter 33. All
( ( doorways leading to such sanitary facilities shall
/ have:
A clear unobstructed opening width of 32 inches.
A level and clear area for a minimum depth of
measured as right angles to the plane of the iliur
J in its closed position, and 44 inches where he
60 inches in the direction of the door swing as
( door swings away from the level and clear area.
4. Multiple accommodation toilet facilities shall have
the following:
r1 a) A clear space measured from the floor to a height
of 27 inches above the floor, within the sanitary
facility room, of sufficient size to inscribe a
circle with a diameter not less than 60 inches, or
a clear space 56 inches by 63 inches its size.
Doors other than the door to the handicapped
toilet compartment in any position may encroach
into this space by not more than 12 inches.
b) A water closet fixture located in a compartment
shall provide a 28 inch wide clear space from s
fixture or a 32-inch wide clear space from a wall
at one side of the water closet and a 48 inch long
clear space its front of the water closet if the
compartment has an end opening door ((sang
the water closet). A 60 inch minimum length
clear space shall be provided in a compartment
with the door located at the side. Grab bars shall
not project more than 3 inches into the clear
spaces as specified above.
c) water closet compartment shall be equipped
with a door that has an automatic closing device,
and shall have a clear unobstructed opening width
of 32 inches when located at the end and 34
w th S r
tan;. rx:W epq s0mits ooro ningz!ws Is s0
a clear unobstructed access not
less than 44 inches shall be provided to water
closet compartments designed for use by the
handicapped and the space immediately in front
102385
PACE 2
H. DRINKING FOUNTAINS(SEC. 5-1507, 2-511)
I. The drinking fountain shall be a minimum of 15
inches in depth and there shall be clear and unob-
structed spaces under the drinking fountain not less
than 27 inches in height and 18 inches in depth, the
depth measurements being taken from the front edge
of the fountain. A side approach drinking fountain
is not acceptable.
The bubbler shall be activated by a control which is
easily operated by a handicapped person such as a
hand-operated lever type control located within
6 inches of the front of the fountain, a push bar
control along the front of the drinking fountain,
etc. The bubbler outlet orifice shall be located
within 6 inches of the front of the drinking fountain
and shall be within 36 inches of the floor. The water
stream from the bubbler shall be substantially
parallel to the front edge of the drinking fountain.
Where water fountains are provided, they shall be
lsi,,aied completely within alcoves, or otherwise
positioned so as not to encroach into pedestrian
ways.
I. DOORS Sc HARDWARE (SEC. 2-330 1. 3 3 0 4 )
All primary entrances to buildings shall be made
accessible to the handicapped.
Hand activated door opening hardware shall be
centered between 30 inches and 44 inches above the floor. Latching and locking doors that are hand acts.
vsced and which are in a path of travel, shall be oper-
able with a single effort by lever type hardware, by
panic ban, push-pull activating bars, or ocher hard-
ware designed to provide passage without requiring
the ability to grasp the opening hardware. Locked
exit doors shall operate as above in egress direction.
Doors to individual hotel or motel units shall oper.
ate similarly, except that when bolt and unlatching
operation is key operated from corridor or exterior
side of unit door, large bow keys (2 inch) full bow or
Li.4 inch (half bow) shall be provided in lieu of lever
type hardware on the corridor side. Separate dead
lock activation on room side of corridor doors in
hotels or motels shall have lever handle or large
thumb turn in an easily reached location.
Width and Heights. 1. Every required exit doorway
shall be of a size as to permit the installation of a door not less than 3 feet in width and not less than 6 feet, 8 inches in hcignt. When installed in exit doorways, exit doors shall be capable of opening at
least 90 degrees and shall be so mounted that the dear width of the exitway is not less than 32 inches.
For hinged doors, the opening width shall be mea-
sured with the door positioned at an angle of 90
degrees from its closed position. At least one of a
pair of doors shall meet this opening width require-
ment. Revolving doors shall not be used as a required entrance for the physically handicapped.
S. Maximum effort to operate doors shall not exceed
8.5 pounds for exterior doors and 5 pounds for
interior doors, such pull or push effort being applied
at right angles to hinged doors and at the center
plane of sliding or folding doors. Compensating
devices or automatic door operators may be utilized
to meet the above standards. When tire doors are
required, the maximum effort to operate the door
may be increased not to exceed 15 pounds.
Construction. The bottom 10 inches of all doors
except automatic and sliding shall have a smooth
uninterrupted surface to allow the door to be
opened by a wheelchair footrest without creating a
trap or h.tzardous condition. Where narrow frame
doors are used, a 10 inch high smooth panel shall be
installed on the push side of the door, which will
allow the door to be opened by a wheelchair footrest
without creating a trap or hazardous condition.
Thresholds shall not exceed 14 inch in height.
S. Where turnstiles are used a door or gate that is accessible to the handicapped shall be provided grasping, pinching or twisting of the wrist. The for" I within 50 fret.
r-'luured in activate controls shall be no greater than ( ) 9. Th,r, shall be a level clear area On each Side 5 Its. Lcver.operated, push-type and electronipily (' Al' of an sail or passage door. Provide 60 inches controlled mechanisms are evampics of acce cable
: clear in the direction of the door swing and designs. Self-closing valves allowed if
remains open for at least 10 seconds. ( y 4' Ia inches an the Side aggosite the door swing
direction. P.aur,wants are to be at right
) angles to the closed door.
( ) 102385
at a water closet compartment shall be not less
that 48 inches as measured at right angles to com-
partment door in its domed position.
3. SLnqie accommodation toilet faciliti.s shell
have the following: These 515.11 be sufficient
space in the toilet room for a seie.lctiasr see5
uring 30 inches aid, by 48 inches Lcnq to enter
the room and permit the door to close. The
"tier closet shall be located in 5 505CC sniCh
provides a 28 inch aide clear apace from a fix-
tur, or a 2 inch, aide clear space from a well
at one aid, of the water closet and 48 inches
at clear space in front of the aster closet.
In an existing building a single accommodation toilet
facility may have the Water closet fixture located in
a compartment which provides a clear space of not
less than 36 inches wide by 48 inches long in front
sf the water closet.
Crab bArs located on each side, or one side of the back of the physically handicapped toilet stall or
compartment shall be securely attached 33 inches above and parallel to the floor. Crab bars at the side shall be at least 42 inches long with the front end
positioned 24 inches in front of the water closet stool and grab bas at the back shall be not Icas than 36 inches long.
The diameter or width of the gripping surfaces of a
grab bar shall be IA inch to 114 inch or the shape
shall provide an equivalent gripping surface. If grab bars are mounted adjacent to a wall, the space be-tween the wall and the grab bars shall be I 14 inches.
A dear floor space 30 inches by 48 inches shall be provided in front of a lavatory to allow a forward
approach. Such clear floor space shall adjoin or overlap an accesible route and shall extend into knee
and toe space underneath the lavatory.
Where urinals are provided, at least one shall have a clear floor space 30 inches by 48 inches in front of
the urinal to allow forward approach.
i*,ere facilities for bathing are provided for
the public, clients or employees. including
shovuTs, bathtubs or lockers, at least One
such facility shall comply with the hetidi-
Cap access standards in Section 2-511(a)9.
1/4 inch thick identification symbols shell
be provided on doors to sanitary facilities,
A 12 inch trsanqle for -on end 12 inch die-
water circle for woman is required.
WATER CLOSETS (SEC. 5-1502)
I. The height of accessible water closets shall be a min-
imum of 17 inches and a maximum of 19 indies measured to the top of the toilet seat. Flush controls
shall be operable by an oscillating handle with a
maximum operating force of 3 lb or by a remote
low voltage button. The handle or button shall be
located to they are operable without requiring excessive body movement.
URINALS(SEC, 5-103)
Where urinals are provided at least one elongated russ at a maximum of 17 inches above the floor is required.
Flush controls shall be hand operated, and shall be mounted no more than 44 inches above the floor.
C. LAVATORIES(SEC. 5-1504)
I. Lavatories shall be mounted with a clearance of at least 29 inches from the floor to the bottom of the apron with knee clearance under the front lip ex.
Unsling a minimum of 30 inches in width with 8
inches minimum depth at the top. Toe clearance
shall be the same width and shall be a minimum of
17 inches deep from the front of the lavatory.
2. Hot water and drain pipes under lavatories shall be insulated or otherwise covered. There shell be no sharp or abrasive surfaces under lavatories.
Faucet controls and operating mechanisms shall be
operable with one hand and shall not require tight
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JURISDICTION: C,4,fL5?3,4 'Z7
PLAN C11ECK NUMBER:'?
Submit complete electrical plans and
specifications.
Submit plan showing location of all
services.
Submit complete one-line diagram of
service and feeders.
Indicate the grounding system to be
installed for building service.
G Indicate ampere interrupting capacities
(AIC) of service and subservice
equipment. NEC 230-65/110-9.
Indicate sizes of fuses and/or circuit
breakers.
Indicate fuse symbols to show fault
currents are limited to 10,000 amps on
branch circuits.
If fuses are not used to limit fault
currents on branch circuits to 10,000
amps, specify method to be used.
Submit plan showing location of all
switchboards.
yf'. Indicate dimension of switchboards and
control panels rated 1200 amperes or
more. NEC 110-16(c).
DAME:
VOLLIE WAC(X)NER
PLAN CHECKER: D (MEN DILLON
6)Provide overcurrent protection on the
secondary side of transformers. NEC 240-
21/4004*")
5Ecor?vAfl.Y 51-17€,
yc. Submit plan showing location of all
panels.
Submit panels schedules.
)d. Specify conduit and wire sizes.
17. Specify aluminum or copper conductors and
type of insulation.
JII Show approximate length of feeders.
19. Specify electrode conductor size and type
wire. (aluminum or copper)
Submit electrical load calculations.
Indicate existing service size.
Indicate existing building load.
Indicate new additional loads.
Indicate wiring method.
Show exit signs on the electrical
lighting plan. Note: Power for exit
lights and emergency lighting must
conform to the 1985 UBC Sections 3313 and
3314.
14 Submit plan showing location of all
transformers. )d'. Provide receptacle(s) within 251 of the
roof mounted A/C units. UMC Section 509.
12. Indicate the grounding system to be
installed for transformers. NEC 250- Provide multiple switch lighting controls
26(c). per CAC, Title 24, 2-5319.
Any questions on electrical please contact the plan checker shown above, at Esgil Corporation at (619)
560-1468. Thank you.
/T 2lo- IS cva'
tiiT/I LCI.p
4,ET —3Pi2r-,v'ry C)Uii7
—72 /5 C 7gE Co i17'uTéfZ 08/31/87 /IQ 00 /9
TITLE 24 MANDATORY REQUIREMENTS
(To be noted on plans or specifications)
HVAC Controls
Sec. 2-5315.
(a) Each HVAC system shall:
Be equipped with at least one automatic device
for reducing HVAC energy use during periods of
nonuse or alternate uses of the building spaces
or zones served by the system;
Be able to maintain space temperature set points
from 55°F to 85°F. Two or more replaceable
fixed set-point devices shall be permitted if
installed so as to maintain space temperature
set points in the zone that they control;
Be able to provide sequential temperature
control of heating and cooling capacity in each
zone, if both heating arid cooling are provided;
Provide a range of temperatures up to 10°F in
which no heating or cooling is provided to the
space, if the HVAC system has both heating and
cooling capability;
Be able to terminate all heating at 70°F or less;
and
Be able to terminate all cooling at 78°F or more.
EXCEPTION: Multiple zone HVAC sytems requiring
concurrent operation of independent heating and
cooling systems need not comply with Section
2-5315(a) 4, 2-5315 (a)5, and 2-5315(a)6.
(b) Zoning. Each zone shall be provided with at least
one of the devices specified in subsection (a) to
control the HVAC system which serves the zone. Each
floor of a building with conditioned space shall
contain at least one zone.
Ventilation Systems
Sec. 2-5316.
On mechanical ventilation supply and exhaust systems
capable of moving more than 5,000 cfm of air, auto-
matic dampers interlocked and closed on fan shut-
down shall be provided. On gravity ventilating
systems, either automatic or readily accessible
manually operated dampers in all openings to the
outside, other than combustion air openings, shall
be provided.
Doors and Windows
Section 2-5317.
(a) Doors and windows between conditioned and uncon-
ditioned spaces, such as garages and closets for
central forced air gas furnaces using outside air
for combustion, shall be designed to limit air
leakage into or from the building envelope.
Control Devices for Indoor Lighting
Sec. 2-5319. Controls for lighting loads within the
building envelope shall meet each of the following re-
quirements.
Each area enclosed by ceiling-height partitions
shall have independent control of the lighting
within that area.
Each area enclosed by ceiling-height partitions
shall have at least one readily accessible
manually operated switching device to control
lighting within the area. For lighting controls,
"readily accessible" means located so that a
person using the device can see the controlled
lights or the area being lit. Switching devices
in addition to, but not instead of, the required
readily accessible manually operated switching
devices shall also be permitted.
The general lighting of any area 100 square feet or
larger in which the connected lighting load equals
or exceeds 1.0 watt per square foot throughout the
entire area shall be controlled so that the load
may be reduced by at least one-half while maintain-
ing a reasonably uniform level of illumination throughout the area. Readily accessible switches,
that control each luminaire in a space with more
than one luminaire, orthat control each lamp in
a space independently meet the requirements of
this section.
In all areas where effective use may be made of
natural light, lighting circuiting shall be
arranged so that units, in all portions of the
area where natural light is available at the same
time, are switched independently of the remainder
of the area.
Occupant Operating and Maintenance Information to be
Provided by Builder
The builder shall provide the building owner, manager,
and the original occupants a list of the heating,
cooling, water heating, and lighting systems
and features, materials, components, and mechanical
devices conservation or solar devices installed in
the building, and instructions on how to use
them efficiently. The instructions shall be con-
sistent with specifications set forth by the
Executive Director.
Water Heaters and Plumbing Fixtures
Water heaters, showerheads, lavatory faucets and
sink faucets must be certified by the California
Energy Commission (Excluding: waterheaters of the
non-storage electric type and lavatories in public
facilities having devices that limit the flow of
hot water or have self-closing faucets or having devices
that limit the outlet temperature to a maximum of
110°F) Section 2-5314, Table 2-53G.
TITLE 24 CONSTRUCTION COMPLIANCE STATEMENT REQUIREMENTS
(To be noted on plans or specifications)
CONSTRUCTION COMPLIANCE
(a) Prior to occupancy of the building, the person
responsible for the construction or installation
shall provide the building department a signed
statement, showing the building permit number,
and listing all the manufactured devices in-
stalled, including the name of the manufacturer,
model number date of manufacture, manufacturer's
stated efficiency, including the source cooling
power index, source heating power index and
fan performance index of each HVAC system. In
lieu of the list reference may be made to the
plans and specifications, if all the above in-
formation was contained in the plans and
specifications.
Each document shall be signed by the person re-
sponsible for its preparation. The signer shall
be a civil engineer, mechanical engineer,
electrical engineer, architect, building designer,
general building contractor, or specialty con-
tractor, licensed or registered to practice by
the State of California; or shall be the building
owner if he or she is allowed by law to prepare
the document. If more than one person has
responsibility for building design or construc-
tion, each person may prepare and sign the
document or documents applicable to that portion
of the design or construction for which the
person was responsible; or the person with chief
responsibility for design or construction may
prepare and sign the document for the entire
design .or construction.
INSULATION CERTIFICATION
Prior to occupancy the insulation installer
shall post in a conspicuous location in the build-
ing, a signed certificate containing the build-
ing permit number and stating the insulation was
installed in accordance with the approved plans
and specifications. The certificate should also
show the manufacturer's name, material identifi-
cation, "R" value and, for blown insulation, the
minimum weight per square foot consistent with
manufacturer's design data.
Date: ______ Jurisdict ion _4i2L3iAO
Prepa by: o Bldg. Dept.
VALUATION AND PLAN CHECK FEE 0 Esgi].
PLAN CHECK NO. 88- 'i9-I
BUILDING ADDRESS
APPLICANT/CONTACT og PHONE NO. Z39 2 5
BUILDING OCCUPANCY B- zCr.i DESIGNER PHONE___________
TYPE OF CONSTRUCTION -'L1 CONTRACTOR PHONE__________
BUILDING PORTION BUILDING AREA VALUATION I
MULTIPLIER j
VALUE
CA :S715
I4t -SO JoOS
Air Conditioninz
Commercial
Residential Res. or Comm.
Fire _Sprinklers
Total Value
I 1 Oc)13
Building Permit 2 Fee ---/------- 93 ' 1 150
Plan Check Fee $ ij 11 8, 1 B O $
CaM MENTS:
8/4/32
1 of
LEGEND
Item Complete
Item Incomplete - Needs
Your Action
1,2,3 Number in circle
indicates plancheck
number that deficiency
was identified
ENGINEERING CHECKLIST
CO ca M
D D a G) a)
a a) a,
> >
E1D
a a - - 4. ( ( ( C
LEGAL REQUIREMENTS
Site Plan
Provide a fully dimensioned site plan drawn to scale. Show: North
arrow, property lines, easements, existing and proposed
structures, streets, existing street improvements, right-of-way
width and dimensioned setbacks.
Show on Site Plan: Finish floor elevations, elevations of finish
grade adjacent to building, existing topographical lines, existing
and proposed slopes, driveway and percent (%) grade and drainage
patterns.
Provide legal description of property.
Provide assessor's parcel number.
Date: 1-28—a9
Plan Check No. C6886079
Project Address:R5,wA Oirs k(QY
Project Name:Mos 3ww J1
Field Check Date:
By:
PERMITS REQUIRED
Grading
~~M
pt~ in F1
L1
(Mbe Lift,
0
5. Grading permit required. (Separate submittal to Engineering
Department required for Grading Permit).
6. Grading plans in plan check PE___________
7. Need the following completed prior to building permit issuance:
Grading plans signed.
Grading permit issued.
Grading completed.
Certification letter and compaction reports submitted.
Grading inspected and permit signed off by City Inspector.
8. Right-of-Way Permit required for work in public right-of-way
(e.g., driveway approach, sidewalk, connection to water main,
etc).
9. Industrial Waste Permit application required. To be filled out
completely and returned to Development Processing.
FEES REQUIRED
Park-in-Lieu fees required.
Quadrant: ' , Fee Per Unit: -, Total Fee: -
Traffic impact fee required.
Fee Per Unit: - , Total Fee:w2893,00
4j\ ç5) L.1
Bridge and Thoroughfare fee required.
J Fee Per Unit: , Total Fee:
OT 0 Public facilities fee required.
[T. 11 Facilities management fee required. Fee:__________
.f7
0 Additional EDU's required: Z77 (J.V Sewer connection fee:v7.77O Sewer permit no. 3206
Sewer lateral required:
REMARKS :Wa 4. 4L.RUILOMJ6 4maEa NOT vr
(21,8ss F x -) 2OW4 40 / geo7 !D\71 ft(l J fX1ç
21 &2a A97 ir L321P('our zz c~ x
Or t1ff
O.K. t
If you have any- questions about any of the above items identified on this plan
check, please call the Development Processing Department at 438-1161.
r1 M 4l
U U U 0 a. 0
PLANNING CHECKLIST
Plan Check No. (p,jrj7? Address /9 aq, t-A,'
Type of Project and Use Yz
Zone gi1 Use Allowed? YES NO
Setback: Front Side Rear AIA
Facilities Management Zone
School District: San Dieguito Encinitas
Carlsbad San Marcos
Discretionary Action Required YES NO Type
Environmental Required YES NO
Landscape Plan Required YES NO (
Comments
Coastal Permit Required YES NO
Additional Comments .8u/uyAi,% Nor Yt ona7ro
OK DATE
/ '/
____
JurisdicionW_@AO -
pa by:
o Bld g. De?.
VALUATIO? ND PLAN CHECK FEE o Esgil
ALAN CHECK NO. _9_i9 -I
BUILDING ADDRS \
APPLICANT/CONTACT o PHONE No._________________
BUILDING OCCUPANCY B-2 Cr. I - DESIGNER PHONE______ti ______
TYPE OF CONSTRUCTION CONTRACTOR PHONE__________
BUILDING PORTION BUILDING AREA VALUATION
ULTI?LI ER
VALUE
-
I _____
oo H
- r
= —(ceoir
77r-
Air Conditioninz 4I371 f'88 - 27/ (Z3)
Commercial
r -1
Res idential PL ((O *IZ
Res. or Comm.
Fire Srir.klers
Total Value I
0c)(3
av 4's & ó'i V
7 e ag
Building Permit Fee S
150
Plan Check Fee
r\ t-1 &
CO M MEN IS:
C//32
1 of
2560 ORION WAY
CARLSBAD, CA 92008
TELEPHONE
(619) 931-2121
Citp of Carbab
FIRE DEPARTMENT
PAGE 1 OF _L
APPROVED
DISAPPROVED
PLAN CHECK REPORT I PLAN CHECK# 7Q
PROJECT 7Ci) &4'l -1) (' ADDRESS I' i-IS PI\ ID ilAj ô N,
ARCHITECT,-,,(7j;i' ftc-ni i.fl'- ADDRESS 'S/11, 111E GC> PHONE ::i' :n4;?25?
OWNER ' (I -4L4 AQ (ktr;un'ci'1 P ADDRESS 56) MiE/-E PHONE'Z-,/)
OCCUPANCY '_/ - CONST.J/L. A/ TOTAL SQ. FT. 3),.c/L/ STORIES
ti SPRINKLERED U TENANT IMP.
APPROVAL OF PLANS IS PREDICATED ON CONFORMING
TO THE FOLLOWING CONDITIONS AND/OR MAKING
THE FOLLOWING CORRECTIONS:
PLANS, SPECIFICATIONS, AND PERMITS
Provide one copy of: floor plan(s); site plan; sheets
Provide two site plans showing the location of all existing fire hydrants within 200 feet of the project.
Provide specifications for the following:
-
...S. 4. Permits are required for the installation of all fire protection systems(InnkLers,stand pipes, dry chemical, halon,
CO2, alarms, hydrants). Plan must be approved by the fire department prior to installation.
- 5. The business owner shall complete a building information letter and return it to the fire department.
FIRE PROTECTION SYSTEMS AND EQUIPMENT
The following fire protection systems are required: --
DAutomaticfire sprinklers (Design Criteria:
U Dry Chemical, Halon, CO2 (Location:
U Stand Pipes (Type:
U Fire Alarm (Type/Location:
Fire Extinguisher Requirements:
U One 2A rated ABC extinguisher for each .'UD ) sq. ft. or portion thereof with a travel distance to the nearest
extinguisher not to exceed 75 feet of travel. - -
D.Anextinguisherwithaminimumratingof - i'1 tobelocated:
U Other:
Additional fire hydrant(s) shall be provided
EXITS
Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort.
_10. A sign stating, "This door to remain unlocked during business hours" shall be placed above the main exit and
doors (... 'i.) ' ) '•f I 'Z
L.11. EXIT signs (6" x 3/4" letters) shall be placed over all required exits and directional signs located as necessary to
clearly indicate the location of exit doors.
GENERAL
12. Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and
hazardous chemicals shall comply with Uniform Fire Code.
_13. Building(s) not approved for high piled combustible stock. Storage in closely packed piles shall not exceed 15 feet
in height, 12 feet on pallets or in racks and 6 feet for tires, plastics and some flammable liquids. If high stock pil-
ing is to be done, comply with Uniform Fire Code, Article 81. -
Additional Requirements. /'-I/ )fY"c/i)/" Z"
; 'itv.;i • 1 L/'$'_- . - i, --4 c
,- -
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1 1. Plan Examiner
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Date
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STRUCTURAL CALCULATIONS
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BUILDINGS
PROJECT NO. 87200.10
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San Diego, CA 92126 MATERIAL SAFETY DATA SHEET . IV. HEALTH HAZARD DATA 'T i-578.2102. ::
9-13-85
CHEMICAL NAME AND SYNONYMS:
CHEMICAL FAMILY: I TRADE NAME: Icii PMOIR
THRESHOLD LIMIT VALUE: 600ppm
EFFECTS OFOVER.EXPOSURE: DIZZINESS, NARCOTIC IN HIGH CONCENTRATIONS
-
MAY CAUSE HEADACHE AND DROWSINESS
D, N.O.I.B.N.
PHYSICAL DATA
BOILING POINT (°F) 96 SPECIFIC GRAVITY (WATER=]) 1.02
VAPOR PRESSURE (miafig ) 460 PERCENT VOLATILE (BY VOLUME) inn
VAPOR DENSITY (AIR I) .2 EVAPORATION RATE ( CC14 1) 1-7
SOLUBILITY IN WATER ( .by wt.) NO
APPEARANCE AND ODOR CLEAR, COLORLESS LIQUID -
II. HAZARDOUS INGREDIENTS
III. FIRE AND EXPLOSION HAZARD DATA
I IN AIR (% by volume) c1LOWER: UPPER: - - 1 ILASH POINT (T.O.C.) I NONE FLAMMABILITY LIMITS
- I I CARBO I EXTINGUISHING MEDIA. II WATER I DIOXIDE IJ ALCOHOL I1OAM DRY CHEMICAL
SPCIAL FIRE FIGHTING ( NONE
PROCEDURES I
UNUSUAL FIRE AND I WILL IGNITE AFTER 301 EVAPORATION EXPLOSION HAZARDS -
NFPA RATING: Tile Information contained herein I. based on data
ces,,Idered accurate and given In good faith but
no warranty, expressed or Implied, Is mad..
EMERGENCY PHONE NUMBER (312) 235-1600
EMERGENCY AND FIRST AID PROCEDURES
EYE CONTACT: FLUSH WITH PLENTY OF WATER
SKIN CONTACT: WILL EVAPORATE - REPLACE MOISTURE WITH HAND LOTION
INHALATION: REMOVE TO FRESH AIR
INGESTION: INDUCE VOMITING
V. .REACTIVITY DATA
CONDITIONS TO AVOID:
STABILITY: I STABLE
INCOMPATIBILIT( (MATERALS TOAVOID).NONE
HAZARDOUS DECOMPOSITION PRODUCTS: MAY DECOMPOSE IN CONTACT WITH FLUME TO FORM
PHOSGENE AND HYDROCHLORIC ACID
HAZARDOUS J.MALQCCUR CONDITIONS TO AVOID: NONE
POLYMERIZATION: IWILL NOT OCCUR I x
VI. SPILL OR LEAK PROCEDURES
STEPS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED: WIPE UP IMMEDIATELY BY
SOAKING UP INTO ABSORBENT MATERIAL - AVOID BREATHING VAPORS - REMOVE SOAKED
- WASTE DISPOSAL METHOD:1CCppflTNi TO lOCAl. PFJIITATTONc -
CLOTHING
JUSUALLY BY PYROLYSI
VII. SPECIAL PROTECTION INFORMATION -
PROTECTIVE GLOVES. NEIiPRENF EYE PROTECTION: shrirry rnr.t-r PC
OTHER PROTECTIVE EQUIPMENT: NONE
VIII. SPECIAL PRECAUTIONS
PRECAUTIONS TO BE TAKEN IN HANDLING AND STORAGE: AVOID CONTACT WITH SKIN AND EYES -
AVOID BREATHING VAPORS - STORB AT TEMPERATURE NOT EXCEEflTN( Rfl°F
Lii KESTER SOLDER
PIHER PRECAUTIONS: DO NOT SMOKE WHILE USING THIS SOLVENT
- OPEN CONTAINERS
CAREFULLY rzti I'TFPNAPRE ,1JRE BUILD UP
litton 4201 WRIGHIW000 AVENUE
CHICAGO, ILLINOIS 60639 366-11/93
ç-&-
9.Q..#-
MATERIAL SAFETY DATA SHEET
5-18-81
CHEMICAL NAME AND SYNONYMS
CHEMICAL FAMILY. TRADE NAME:
I. PHYSICAL DATA
BOILING P01111 (°F)
. L....___io SPECIFIC GRAVITY WATER.I) 0.783
VAPOR PRESSURE (utui:Hg ) 33 PERCENT VOLATILE (BY VOLUME) 100
VAPOR DENSITY L _(AIR! 1 EVAPORATION RATE (n-fl.Acetl) 1.7
SOLUBILITY IN WATER (thy WI.) J 100
OLOITLESS LIQUID WITH ALCOIIOL. ODOR -
II. HAZARDOUS INGREDIENTS
ISUPnOPNIOL - 99
TLV (ppm )
400
C.A.S. REGISTRY I
67-63-0
IV. HEALTH HAZARD DATA
THRESHOLD LIMIT VALUE: 400
EFFECTS OF OVER.EXPOSURE:Irritatiop of eyes • nose and throat. IIeadacIte,nausca
dizziness.ay induce transient narcosis in high vapor coIIcefr!!_
Pro 1ongpJ_I Ll iLa2t InL4e _kr Y_L ing.
EMERGENCY AND FIRST AID PROCEDURES
EYE CONTACT:_Flushwith water f or 15-mm. and get medical attention.
SKINCONTACT. Wash thoroughly with water.
-
INhALATION: Remove to fresh air. Restore breathing If necessary.
--
INGESTION: Induce vomiting. Get prompt medical attention.
V. REACTIVITY DATA
IJNS7AB1E[_ CONDITIONS 70 AVOID: Sparks, open flame.
STABILITY: STABLE
I INCOMPATIBILITY (MATERIALS TO AVOID): Strong oxidizers
-
HAZARDOUS DF.COMPOSIT iON PRODUCTS tioume
HAZARDOUS JMA1_UR 4_LUNOIIIUN5 tOAVUlO:
POLYMERIZATION: I WILL NOT OCCUR X
-
VI. SPILL OR LEAK PROCEDURES
STEPS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED. Eliminate sources of iqn life
Soak up with absorbent and remove.
WASTE DISPOSAL METHOCt: According to local regulations. Usually by incineration
III. FIRE AND EXPLOSION HAZARD DATA
FLASH POINT (T.O.C.) 650F FLAMMABILITY LIMITS
IN AIR (% by o JLER: 2.0 J UPPER: 15 vk.,n.) ___________________
WATER jiAf1bITi 1 - I DIDXIQL.J2L1 ALCONOL FOAM 1x 1 DRY CHEMICAL lxi
EXTINGUISHING MEDIA: I
SPECIAL FIRE FIGhTING Use wotersprayio cool fire-exposed surfaces and
PROCEDURES tro1 vapor.
UNUSUAL FIRE AND None EXPLOSION HAZARDS
NF PA RATING. The InIwn.aIIon conlalq.d h.,.In I. baud an do,.
consideted accurate and qlu.n In good faith but
< 8>
a only. .,.p..s..d a. I,Ii.d. It ...d..
EMERGENCY PHONE NUMBER (312) 235-1600
ID KESTER SOLDER Litton 4201 WITIGIITWOOD AVENUE
CHICAGO. ILLINOIS 60639 360-2/81
VII. SPECIAL PROTECTION INFORMATION
YPRO1ECTION (SPECIFY TYPE). Not usually reguim i t nrAl FYIUIIçT iru I SPECIAL:
VENTILATION )n.in.U!t vapors hIow TI.V
PROTECTIVE GLOVES: lleconunended EYE PROTECTION: Safety glasses
OTHER PROTECTIVE EQUIPMENT: Hone
VIII. SPECIAL PRECAUTIONS
PRECAUTIONS_lOBE TAKEN INIIANDLINGAI1DSTORAGE: Avoid eye and skin contact.
Avoid jeg_yipors.Store in a cool area away from sparks or open
flame.
_QlliEjLPRICAiJTIONS: 110110
--
MATERIAL SAFETY DATA SHEET
004e 11-30-84
CHEMICAL NAME AND SYNONYMS.
CHEMICAL FAMILY: I TRADE NAME: 12331 ORGAN IC FLUX
rnnII A. I nn T HIPPIW fi Litt. FLANTIADLE LIOU ID
I. PHYSICAl.. DATA
BOILING POINT (*F) 180 PECIFI GRAVITY (WATER .1) 0.893
VAPOR PRESSURE I= Hg ) 10 PERCENT VOLATILE iYPPL
EVAPORATION RATE (CC j4 .11 --
p11
VAPOR DENSITY (AIR .11
SOLUBILITY IN WATER Is ly -I.)
1.6
100 6.5-7.0
APPEARANCE AND ODOR 1 Pale amber to amber liquid with alcohol odor
II. HAZARDOUS IPURE0IEtITS
MATERIAL -
ILV (ppm) C.A.S. REGISTRY S
ISOPROPANOL 65_• -
2.5 - 10
400
64-19-7 ACETIC ACID
Other ingredients not classifit I as hazardoIs by _2.Iul ..
N/A Polyol - 16
Surfactant S ti/A
Amine hydrochloride - S H/A
HLA ..Qran lacLd .c 2
S
Amine 4 11/1'.
._An_al 1e r gen tlictLmAaue_tMh_ozJesp1xtoJy_iIL1La1th(Lupaa cnotacL_._.
with liquid or fumes emitted during soldering for a sensitive person
III. FIRE AND EXPLOSION HAZARD DATA
.1 I FLAMMABILITY LIMITS
FLASH POINT ( T.O.C) LOWER: 2 UPPER: Is 6501 L IN AIR (%I .I',)_________
EXIINGUIS}IING MEDIA:
CARBON icooro.0 DRYCHEMICAL WATER I I DIOXIDE
SPECIAL FIRE FIGHTING I Use waterspray to cool tj exposed cojires_ao&__
PROCEDURES icontrol vapors. -
UNUSUAL FIRE AND I Autoignit ion temperature is 750F.
EXPLOSION HAZARDS
HP PA RATING: The Inf..nail.n C9.161.6a h.,.Iis Is %.1.J on 4.19
I c.nild.,.4 .ccu-.Ie s..4 gIri hi goo4 161116 Ii
& I ... ..1..062.4 . Ispll.J. Is p,.a4..
NUMBER (3121235-1600
Lii KESTER SOLDER
Utton 4201 WTTIGIITW000 AVENUE
CHICAGO. ILLINOIS 60639 a.liIfl
IV. HEALIII HAZARD DATA --
¶HRESIIOID LIMIT VALUE 409_p.pm
EFFECTS OF OVER-EXPOSURE. Inhalation of vapors can irritate respiratory tract aril
_pLo_dcej headache, _nausea or d1z tne ss. Eye contact wi th_jqJ5d can cause
irritation. Prolonged or repeati.d skin contact may cause irritation.
-
-EMERGENCY AND FIRST AID PROCEDURES
EYE CONTACT: llush with water !oi 15 mm. and get medical attention. -
SKIN CONTACT: Wash with soap anduater.
INHALATION. Remove to fresh air.
iNAEITION- vomIting and call
Y..FtEACIIVITY DATA
(lSTABLE CONUITION, TO AVOID Spilrks, open flame
STABILITY: STABLE x
IIPICOMPATIBILITY (MATERIALS TO AVOID) Stron9_9icidlzers
HAZARDOUS DECOMPOSITION PRODUCTS Hydrogen chloride fumes may be produced dur in9
solder ing
HAZARDOUS
JU
CollOITIONSTOAVOID:
POLYMERIZATION: WILL NOT ox
VI.SPILt.OR LEAK PROCEDURES
STEPS TORETAYEU!tl CASE MATERIAL IS RI tEASED OR SPILLED ClimL,ste sO.i.ces of till io
Use absorbent for small spills orflush aaL with ICnty_of_c__
WASTE DISPOSAL_METHOD. According to local regulations.Flux hasret_r.aL fillS
VII. SPECIAL PROTECTION IN1ORMATIOU
RESPIRATORY PROTECTION (SPECIFY TYPEL Usually .2! req2tred _
I OCALEX'AMSL_ Rem- !2!2 smOkef jECAL-
VENTILATION
-- - -.
I fumes from breathingarea
MECHANICAL (GENI). _OTHER._
PROTECTI VIE GLOVES. ImrvLousjLovcs EYE
OTHER PROTECTIVEEQUIPML:PIT:tlot usually reqiired
VIII. SPECIAL PRECAUTIONS
_1!ECAUTIONS10BE7AKENIIIHANDLING AND STORAGE_ Store away from .sources _oJ_. Iqn 119".
Avoideyecontact.Avoidprolongedor repeated skincontact. Avoid brethin9
smoke/vapors emittedduringsoldering.
..._Q11iERPRE.CAPTI01S;_STORCi\BOVE450Ftopreventseparationotconstitus
U.S. DEPARTMENT OF LABOR
Occupational Safety and Health Administration
MATERIAL SAFETY DAT A S HEET
Required under USDL Safety and Health Regulations for Ship Repairing.
Shipbuilding, and Shipbreaking (29 CFR 1915, 1916. 1917)
Form Approved
0M6 No. 44-R1387
7Z-
MANUFACTU
Techfor
A 1PS J(NL
cP-MIçALI
CHEMICAL
Alkc.
SECTION I •
.ERS NAME EMERGENCY TELEPHONE NO.
mLaboratories - -
1 213-532-1254 t?, Stott St ee and co CA 90061 MEANOSYNPNYMS
.
[TRAOE NAME ANPYNONYMS
560 TC - -
,IILY J FORMULA metal salts of orcTan].c & linorganic 5 n/a
SECTION II - HAZARDOUS INGREDIENTS
•. .••
____ PAINTS, P. .ESERVATIVES, & SOLVENTS % ALLOYS AND METALLIC COATINGS %
PIGMENTS 2 BASE METAL S
CATALYST Q ALLOYS
VEHICLE
50 METALLIC COATINGS
- SOLVENTS WATER 48 FILLER METAL
PLUS
- ADDITIVES 0 OTHERS
OTHERS •
. 0
-. -
. ;• - -. - . HAZARDOUS MIXTURES OF OTHER 'LIQUIDS. SOLIDS, OR GASES %
-
TLV (Units)
when mixed with conc. HCLor H2S0 rn41 d •
-Solidifies
evolution of heat.
SECTION III PHYSICAL DATA
8OILI6 POINT (°F.) 212 SPECIFIC GRAVITY (H20-1)
7 .0 VAPOR PRESSURE (mm H.)
23.723.7 PERCENT. VOLATILE BY VOLUME (%) S
VAPOR DENSITY (AIR-1) 23 . • - WAMRATION RATE UC 0.8 SOLUBILITY IN WATER - • 980/0 sbli ble. S
APPEARANCE AND ODOR
rn1rr -
SECTION IV . FIRE AND EXPLOSION HAZARD DATA.
FLAI rTazT .• •
• 1FLAMMABLE LIMITS
: U•I
EXTINGUISHING MEDIA . - non- flammable
SPECIAL FIRE FIGHTING PROCEDURES.
not required
UNUSUAL lIRE AND EXPLOSION HAZARDS
none
PACE (1) (Continued on reveri. side)
. - Form OSHA20
now. May 72
-
- - :'- SECTION V HEALTH HAZARD DATA I
THRESHOLD LIMIT VALVE
-- :
EFFECTS OF OVEREXPOSURE
Skin i rri t such as experienced from strong soaps
EMERGENCY At .3 FIRST AID PROCEDURES -
Sidri-remc.ie with soap and water. Eye- flush with water for 10-15 m
i
n
u
e
s
.
If irrita:iOfl persists, get medical help. -Oral
- if swallowed use an
Emetic ani see physician promptly.
SECTION VI - REACTIVITY DATA
STABILITY I I I
UNSTABLE
CONDITIONS TO AVOID
I I
STABLE lxx I
INCOMPATAI '1 ('ta:gr,ais lu avoid)
coricerit :ea inorganic acids; HC1 • H,SO4
HAZARDOUS 0 COMPOSITION PRODUCTS
None
CONDITIONS TO AVOID I
HAZARDOUS
MAY OCCUR I I
I I
POLYMERIZATION I I -
WILL NOT OCCUR XXX 1
SECTION VII - SPILL OR LEAK PROCEDURES
STEPS TO BE TAE.N IN CASE MATERIAL IS R.ELEASED OR SPILLED
Pump liquid into salvage drum. Soak up spills with absorbant such as
as clay or sawdust. Flush with water to remove film
r
e
s
i
d
u
e
.
WASTE DISPOSAL METHOD .' i - Peclaim; bury n chemical dump, flush down drain with
water.
SECTION VIII - SPECIAL PROTECTION INFORMATION
RESPIRATORY PROTECTION (Specify type) none necessary.
VENTILATION ,1 LOCAL EXHAUST
- none
MECHANICAL (Genera!)
reauired
1 SPECIAL I-
OTHER
PROTECTIVE GLOVES
plastic or rubber
I EYE PROTECTION
I -glasses or goggles
OTHER PROTECTIVE EQUIPMENT none
SECTION IX - SPECIAL PRECAUTIQN$
PRECAUTIONS TO BE TAKEN IN HANDLING AND STORIN
G
normal housekeeping standards
OTHER PRECAUTIONS - -
nrrn
PAGE (2) -Form OSHA-20
CPO •.4O
Rev. May 71
COMMERCIAL/INDUSTRIAL
APPLICATION FORM FOR INDUSTRIAL WASTE DISCHARGE PERMIT
CITY OF CARLSBAD
APPLICATION: NEW -
(CHECK ONE) REVISED__________
88.
Signature of City Representative
BUILDING P.C. NO.42 '
APPLICATION NO.:_____________
INDUSTRIAL CLASS: /
DATE:
APPLICATION FOR INDUSTRIAL WASTE DISCHARGE PERMIT
File #81294627
-.
-- SITE Palomar Oaks
-- Sstemjnc. ADDRESS: APPLICANT:Decom Carlsbad, Bldg. #6
TYPE OF BUSINESS: •ElectronicsM.nufacturin,'_
APPLICANT'S ADDRESS: -
Current - 340 Rancheros Dr., _.an MarcosLcA 92069
WASTES AND PROCESSING: (Check where applicable)
f Domestic Waste oniy ' I IriduatrialWaete J Industrial Waste NOT
Discharged to Sewer Discharged to Sewer
GENERAL DESCRIPTION OF WASTE (Chemical and Physical Characteristics of
proposed waste): -- -
SEE ATTACHED MATERIAL E DATA -
GENERAL DESCRIPTION OF PROCESS (If Applicable): - --
WASTES TO BE DISCHARGED TO SEWER: (SEE NOTES ON ATTACHED DATA SHEETS)
WASTE: TREATED: UUANTITYt AVERAGE GPD
(Check One) UNTREATED:x (Daily) MAXIMUM _ GPD
* We have not included normal toilet related wastes. (Gail-one Per Day)
Assume the normal averages for 85 - 100 employees.
APPLICANT OR REPRESENTATIVE OF FIRM:_ RichardK.Carrine
(rint
TITLE: Vice PresidentManufactlr)i7g
SIGNATURE: _-
DATE: April 5,1988
A. GENERAL: