HomeMy WebLinkAbout1921 PALOMAR OAKS WAY; 300; CB940766; PermitC
2075 Las Palmas I ,
e15
BUILDING PERMIT
08/15/94 14:32
Page 1 of I
Permit No: CB940766
Project No: A9401065
Development No:
300 Job Address: 1921 PALOMAR OAKS WY Suite:
Permit Type: INDUSTRIAL TENANT IMPROVEMENT
Parcel No: Lot#:
Valuation: 33,832
Construction Type: VN
Occupancy Group: B2 Ref erence#:
Description: 2797 SF OFFICE PACIFICA WEST
Appl/Ownr : RALEY GENERAL CONTRACTING 619
3518 CROWELL STREET
SAN DIEGO, CA 92103- -'
8223 08/15/94 0001 01 02
C-FRMT 362.00 Status: ISSUEv
Applied: 06/22/94
Apr/Issue: 08/15/94
Entered By: DC
299-4559
Fees Required ------- --/ did & Credits
Fees: 56'4.00
Adjustments: :" :00 " -' ---. Total' çredits.: '. .00
Total Fees: 564.0'0 / ", Total Payment's: - 202.00
'Balanc'e DtLe: " 362.00
Fee description - ' ' -' - ' -Units' Fe'e/Unit, Ext fee Data
Building Permit " '- ,') - - 311.00
Plan Check 202.00
Strong Motion Fee - ( - 7.00
* BUILDING TOTAL - ' c / 520.00
Enter "Y" for Plumbing Issue Fee '): - - N
Enter "Y" for Electric Issue',Fee / / 10.00 Y
Enter HH for Remodel
- - - =F; jorATc-D 10.00 Y
* ELECTRICAL TOTAL ' ' ' ' 20.00
Enter 'Y' for Mechanical, Issue Fee> -V -- - ' , 15.00 Y
Install Furn/Ducts/Heat Pumps > , - -' 1 - 9'.00 9.00
* MECHANICAL TOTAL 'S-, - •,, ''-1- ' - - 24.00
4
Clc~ 3 34PO
PERMiT APPLICA11ON
City of CarLsbad BuiLding Department
4
2075 Las PaLnms Dr., CarLsbad, CA 92009 (619) 438-1161
I. PERMIT TYPE
From List I (see back) give code of Permit-Type: <
---------------------------------------------------------
For Residential Projects Only: From List 2 (see back) give
Code of Structure-Type:
PLAN CHECK NO. 9% 76 &
EST.VAL 35? e3?
PLAN CK DEIIT a
VALID. BY LX
DATE
Net loss/Gain of Dwelling Units
2. PROJECT INFORMATION FOR OFFICE USE ONLY
Address wlty Building or5'No.
Nearest Cross Street 7j 49ffj1 RD LEGAL DESCRIPTION Lot No. Subdivision Name/Number Unit No. Phase No.
CHECK BELOW U SUBMITfED:
02 Energy Calcs 02 Structural Calcs 02 Soils Report DI Addressed Envelope
ASSESSOR'S PARCEL EXISTING USE ('39I'E PROPOSED USE rllLE
DESCRIPTION OF WORK
Q. Fr. 2717 (A, S. i". # OF STORIES '3 # OF BEDROOMS # OF BATHROOMS / A. Wi'4 iñk.1 k'rJtLJrl Lit uiuereni irom canii
NAME (last name first) ')ALOId,. L
appii 1'1IL ADDRESS Iq2.S JS v.M 2ZO
CITY ArLL61) STATEC.P ZIP CODE CUtg DAY TELEPHONE((ot) 4. APPUcArfr UN HACIUR LIAGhN...FUR CONIHAC1UR DOW lNT o4.oW1qER
NAME (last name first) crç,jj OI ADDRESS 'L'E) .jfsJb 2_1iCi
CITY CPQ.4%?,.C) STATE cj> ZIP CODE 0\l.ij DAY TELEPHONE') L\-OV1'1 S. PROPERTY OWNER
NAME (last name first) '*" ADDRESS 4\ 1 i2.. M3 L.t S'V
CITY PUc.11y STATE A'Z. ZIP CODE 91SCV (0 DAY TELEPHON/'1 1AL8"i1)O0
NAME (last name first)
CITY ST) 4L) STATE LIC. #
ADDRESS
ZIP CODE
LICENSE CLASS CITY BUSINESS LIC.
1JE..L'.J1'I E,fl IWIJVLL I..IdL U4IIIC 111 L) L.J-W1'4'V Al gQol4P V(,tI.... 144V 0
CITY LL CS'7 STATE CC, ZIP CODE floC 5 DAY TELEPHONE #1 -'0)77 STATE Lit # C. '011-723
WORKERS' WMPEI4SAI'ION
Workers' Compensation Declaration: I hereby affirm that I have a certificate of consent to self-insure issued by the Director of Industrial
Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified
by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. Q.
INSURANCE COMPANY NO. P66j-1 7IRATION DATE
so as to become subject to the Workers' Compensation laws of California.
SIGNATURE DATE
OWNER-BUILDER DECLARATION
Owner-Builder Declaration: I hereby affirm that I am exempt from the Contractor's License law for the following reason:
0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or
offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds
or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended
or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden
of proving that he did not build or improve for the purpose of sale.).
0 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions
Code: The Contractor's License law does not apply to an owner of property who builds or improves thereon, and contracts for such projects
with contractor(s) licensed pursuant to the Contractor's License Law).
O I am exempt under Section Business and Professions Code for this reason:
(Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair
any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the
provisions of the Contractor's License Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code)
or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit
subjects the applicant to a civil penalty of not more than five hundred dollars [$5001).
SIGNATURE DATE
COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY:
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 24505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act?
DYES NO
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? o YES JDO
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site?
I] YES NO
IF ANY OF THE ANSWERS ARE YES FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT
HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION (X)N'IlLOL DISflUCF.
ereby affirm that there is a construction lending agency for the performance of the work for which this perm-it is issued (Sec 3097(i) Civil Code).
LENDER'S NAME LENDER'S ADDRESS
10. APPLICANT CEKIlFICATION
I certify that I have read the application and state that the above information is correct. I agree to comply with all City ordinances and State laws
relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection
purposes. I ALSO AGREE 10 SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS
AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.
OSHA. An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height.
Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the
building or work authorized by such permit is not commenced within 365 days from the date of such permit or if the building or work authorized by
such permit is suspended or abandoned t any time after thç,work is commence for a period of 180 days (Section 303(d) Uniform Building Code).
APPLICANT'S SIGNATURE ) / , 4 DATE:
0
Cit of Carlsbad
DATE: 01/20/95
TO: RALEY GENERAL CONTRACTING
3518 CROWELL STREET
SAN DIEGO, CA 92103
PERMIT NUMBER: CB940766
ISSUE DATE: 08/15/94
LAST INSPECTION:
PLEASE CALL FOR AN INSPECTION
IF WORK IS COMPLETE
RE: BUILDING PERMIT EXPIRATION ADDRESS: 1921 PALOMAR OAKS WY #300
Our records indicate that your building permit will expire by limitation
of time on 02/14/95.
The provisions of USC, Section 303(d) state: "EXPIRATION. Every permit issued
by the Building Official under the provisions of this code shall expire by
limitation and become null and void if the building or work authorized by such
permit is not commenced within one calendar year from the date of such permit,
or if the building or work authorized by such permit is stopped at any time
after the work is commenced for a period of six consecutive calendar months or
if the building or work authorized by such permit exceeds three calendar years
from the issuance date of permit. Work shall be presumed to have commenced if
the permittee has obtained a required inspection approval of work authorized
by the permit by the building official within one year of the date of permit
issuance. Work shall be presumed to be stopped if the perinittee has not ob-
tained a required inspection approval of work by the building official within
each six month period upon the initial commencement of work authorized by such
permit.
Before such work can be recommenced, a new permit, or a renewal permit as
specified below, shall be obtained.
1. PERMITS WHERE WORK HAS NOT COMMENCED. For permits where work has
not commenced in the first calendar year from the date of issuance, a renewal
permit may be obtained provided:
No changes have been made or will be made in the original plans and
specifications for such work.
That the expiration has not exceeded three years from the original
issuance date.
That the same edition of the model codes is in effect as used in
the initial plan check.
That a fee equal to one-half the amount required for a new permit
be paid.
The renewal permit shall expire three calendar years from the date of initial
permit issuance.
2075 Las Palmas Drive • Carlsbad, California 92009-1576 • (619) 438-1161
INSP ?CTOR AREA TP
PLANCK# CB940766
0CC GRP B2
CONSTR. TYPE VN
STE: 300/ )LOT:
619 299-4559 I
CITY OF CARLSBAD
INSPECTION REQUEST
PERMIT# CB940766 FOR 09/20/94
DESCRIPTION: 2797 SF OFFICE PACIFICA WEST
TYPE: ITI
JOB ADDRESS: 1921 PALOMAR OAKS WY
APPLICANT: RALEY GENERAL CONTRACTING PHONE:
CONTRACTOR: PHONE:
OWNER: PHONE:
REMARKS: MW/BROOKS/624-1950 INSPECTOR
SPECIAL INSTRUCT: PLEASE HAVE TIM PAGE HIM
TOTAL TIME:
--RELATED PERMITS-- PERMIT# TYPE STATUS
AS930008 ASTI ISSUED
FA930001 FALARM ISSUED
CD LVL DESCRIPTION ACT COMMENTS
,j7 f z. f, O
19 ST Final Structural aqGwafiaw
29 PL Final Plumbing I
***** *****
39 EL Final Electrical
49 ME Final Mechanical
INSPECTION HISTORY
-61 Ae
DATE DESCRIPTION ACT INSP COMMENTS
090294 Final Combo CO TP NEED REV. PLANS SEE 8/16
090194 Frame/Steel/Bolting/Welding CO TP T-BAR CEILING COVERED UP
090194 Rough Electric CO TP ND PLAN REV(SEE 8/16)
090194 Rough/Ducts/Dampers CO TP ND PLAN REV(SEE 8/16)
083094 Frame/Steel/Bolting/Welding NR TP NO PLANS
081894 Interior Lath/Drywall AP TP PND APPR REV
081694 Frame/Steel/Bolting/Welding PA TP ND PLAN REV (FLOOR)
081694 Rough Electric PA TP ND PLAN REV (FLOOR)
01/20/95 INSPECTION HISTORY LISTING
FOR PEPNIT# CB940766
DATE INSPECTION TYPE INSP ACT COMMENTS
09/26/94 Frame/Steel/Bolting/Wel RI RI
09/26/94 Frame/Steel/Bolting/Wel TP WC
09/26/94 Final Combo TP CO
09/20/94 Final Combo RI RI
09/20/94 Final Combo TP CO
09/02/94 Final Combo RI RI
09/02/94 Final Combo TP CO
09/01/94 Frame/Steel/Bolting/Wel TP CO
09/01/94 Rough/Topout TP WC
09/01/94 Rough Electric TP CO
09/01/94 Rough/Ducts/Dampers TP CO
09/01/94 Rough Combo RI RI
08/30/94 Frame/Steel/Bolting/Wel RI RI
08/30/94 Frame/Steel/Bolting/Wel TP NR
08/18/94 Interior Lath/Drywall RI RI
08/18/94 Interior Lath/Drywall TP AP
08/18/94 Rough Electric RI RI
08/16/94 Frame/Steel/Bolting/Wel RI RI
08/16/94 Frame/Steel/Bolting/Wel TP PA
08/16/94 Rough Electric TP PA
MW/BROOKS
SANE CORR & TITLE 24 REQ
MW/BROOKS/624-1950
SEE JOB CARD & CALL SLIP
MW/BROOKS/299-4559
NEED REV. PLANS SEE 8/16
T-BAR CEILING COVERED UP
ND PLAN REV(SEE 8/16)
ND PLAN REV(SEE 8/16)
MW/BROOKS/299-5736
MW/BROOKS/624-1950
NO PLANS
MW/BROOKS
PND APPR REV
MW/BROOKS
MW/624-1950
ND PLAN REV (FLOOR)
ND PLAN REV (FLOOR)
HIT <RETURN> TO CONTINUE...
RECEIVED SEP - 6 1994
FINAL BUILDING INSPECTION
DEPT: BUILDING ENGINEERING FIRE PLANNING U/M
PLAN CHECK# CB940766
PERMIT#: CB 66
PROJECT NAME: 2797 SF OFFICE PACIFICA WEST
WATER
DATE: 09/02/94
PERMIT TYPE: ITI
ADDRESS: 1921 PALOMAR OAKS WY SUITE# 300
CONTACT PERSON/PHONE#: MW/BROOKS/299-4559
SEWER DIST: WATER DIST:
INSPECTED DATE
BY: INSPECTED: APPROVED DISAPPROVED -
INSPECTED DATE
BY: INSPECTED: APPROVED DISAPPROVED
INSPECTED DATE
BY: INSPECTED: APPROVED DISAPPROVED
COMMENTS:
1
ESGIL CORPO
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9320 CHESAPEAKE DR., SUITE 2
0
8
SAN DIEGO, CA 92123
(619) 560-1468
DATE: 7/0('h71
DPPL-I.CANT
I3UR IS D LC.T JURISDICTION: CALSI/IO
PLAN CHE
OFILE COPY PLAN CHECK NO:
SET: 27 oups
DDESIGNER PROJECT ADDRESS: /'72./ cc- L1,4-V 300 PROJECT NAME: 7
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Date contacted:
Telephone #
REMARKS: ()77.fD3/6,v MA/ AV_ s ,+w OF 77,L i4,t1ç AnP At L- 7?4 fr'KD ,v07 7z Th c/7), cc i C £ 4r--.P Li i-i .,t . , # . ,-. - .- I I
--
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By:
ESGIL CORP RA(ION Enclosures:___________________
_
_
LJGA 0 C DA :1
-44
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619) 560-1468
DATE: APPLICANT
JURISDICTION: CARLSBAD JURISDICTION
PLAN CHECKER
OFILE COPY
PLAN CHECK NO: 9•/ 7C SET: DUPS
DDESIGNER
PROJECT ADDRESS: /Z./ (fLofr4& o4S -y _sUITE -300
PROJECT NAME: 7T1
fl 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 E
with the jurisdiction's building codes when minor deficien-
cies identified are resolved and
checked by building department staff.
n The plans transmitted herewith have significant deficiencies
identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
vi The check list transmitted herewith is for your information.
The plans are being held at Esgil Corp. until corrected
plans are submitted for recheck.
F-1 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:
PHIL 1thLaSft-/
/91-5 /31LO,',.&Oi3 AA,#?h _ CAA-CS ,4L_CA 9ac
J Esgil staff didnot advise the applicant contact person that
plan check has been completed.
fl Esgil staff did advise applicant that the plan check has
been completed. Person contacted:
Date contacted: Telephone
11 REMARKS:
By: ?ETE f/SC/1-€J?.. Enclosures:
ESGIL CORPORATION
ID GA 01 CM M PC
PLAN CORRECTION SEIEET
IANT IMPROVEMERT
PLAN CHEIX NO.:-76 6 Date plans received by jurisdiction:
JuRlsDlcrloN: CARLSBAD
12fIiL 1()/
OCCUPANCY: 13 2
BUILDINo USE: OFFICE
TYPE OF (X)NSTRU(ION:
ACTUAL AREA: 7E Z29 7
ALLOWABLE AM: NO C44v
STORM: gr
HEI: it
SPRINKL:
OCPANT LOAD:___________
Date plans received by Esgil Corporation:
9!~/z3 / 19
Date initial plan check completed:
By: /'7'f/SC
Applicant contact person:
Tel (./3/ 0777
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, Fire Department
or other departments. Code sections cited are
based on the 1991 UBC.
The circled 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.
303(c), 1991 Uniform Building Code, the approval of
the plans does not permit the violation of any
state, county or city law.
To soeed up 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 you
submit the revised plans.
LIST NO. 41 CARLSBAD TENANT IMPROVEMENT WITHOUT SPECIFIC ENERGY ZONE DATA OR POLICY SUPPL€NTS, 1991 UBC
(T17) Please make all corrections on the original
tracings and-submit two new sets of prints, to:
( Esgil Corporation, 9320 Chesapeake Drive,
2b
Suite 0208, San Diego, CA 92123,
.
(619) 560-1468.
Please make all corrections on the original
tracings and submit two new sets of prints, to:
The jurisdiction's building department.
Indicate on the Title Sheet of the plans, the
f name of the legal owner and name of person
responsible for the preparation of the plans.
Section 302(d).
() Each sheet of the plans must be signed by the
person responsible for their preparation, even
though there are no structural changes.
Business and Professions Code.
Plans and calculations shall be signed by the
California state licensed engineer or architect
where there are structural changes to existing
buildings or structural additions. Please
include the California license number, seal,
date of license expiration and date plans are
signed. Business and Professions Code.
Provide the correct address and suite number of
tenant space on the plans. Section 302(d).
Provide a note on the site plan indicating the
previous use of the tenant space or building
being remodeled. Section 302.
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 the building
with comply. Section 502.
UBC Section 304 requires the Building Official
to determine the total value of all
construction work proposed under this permit.
The value shall include all finish work,
painting, roofing, electrical, plumbing,
heating, air conditioning, elevator, fire
extinguishing systems and any other permanent
equipment. Please provide a signed copy of the
designer's or contractor's construction cost
estimate of all work proposed.
l' 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.
IX( On the first sheet of the plans indicate:
( Type of construction of the existing building,
present and proposed occupancy classifications
of the remodel area and the occupant load of
the remodel areas and the floor where the
tenant improvement is located.
Provide a note on the plans indicating if any
hazardous materials will be stored and/or used
within the building which exceed the
quantities listed in UBC Tables 9-A and 9-B.
A complete description of the activities and
' processes that will occur in this tenant space
should be provided. A listing of all
hazardous materials should be included. The
materials listing should be stated in a form
that would make classification in Tables 9-A
and 9-B possible. The building official may
require a technical report to identify and
develop methods of protection from hazardous
materials. Section 901(f).
If control areas are used for exceeding the
( exempt amounts of hazardous materials from
Tables 9-A and 9-B, they shall be constructed
of not less that required for a one-hour
occupancy separation. Section 404.
The number of control areas within a building
( used for retail/wholesale stores shall not
exceed two; the number of control areas in
buildings with other uses shall not exceed
four. Footnote 1, Tables 9-A and 9-B.
The aggregate quantity of any hazardous
materials "in use" and "in storage" shall not
exceed the quantity listed in Tables 9-A and
9-B for "storage". Footnotes 2 and 3, Tables
9-A and 9-B.
Provide a statement on the Title Sheet of the
plans that this project shall comply with
Title 24 and 1991 UBC, UMC and UPC and 1990
NEC.
l.{ 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 302(d).
19 Indicate the use of all spaces adjacent to the
area being remodeled or improved.
2. 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.
Specify on the plans the fire ratings of
assemblies to protect penetrations or proposed
openings in existing or new fire walls, floor-
ceiling assemblies or roof-ceiling assemblies.
8/4/92 2
Identify existing walls to be removed, 2 In buildings having floors and roofs of wood
existing walls to remain and proposed new / frame construction, other than dwelling or
walls. Identify bearing walls, non-bearing hotel occupancies, draft stop the area between
walls, and shear walls. - the ceiling and roof above so that no
4'. Show safety glazing in the following
concealed space exceeds 3,000 s.f. and no
horizontal dimension exceeds 60 L.F. (if space
locations, per Section 5606(d): has sprinklers, then 9,000 s.f. and 100 L.F.).
Where the nearest edge of glazing is Section 2516(f).
within a 24-inch arc of either side of a /
door in a closed postion (unless there is 6. Storage areas exceeding 1000 sq. ft. in
an intervening wall between the door and ( connection with wholesale or retail sales
the glazing or if the glazing is 51 -0" or shall be separated from the public area by a
higher above the walking surface). one-hour occupancy separation. If the entire
Glazing greater than 9 square feet with building has an automatic sprinkler system,
the bottom edge less than 18" above the then the occupancy separation need not be
floor and the top edge greater than 36" provided. Section 702(c).
above the floor (unless the glazing is J more than 36" horizontally away from ,Z.. An automatic sprinkler system shall be
walking surfaces or if a complying ( installed in rooms used by the occupants for
protective bar is installed), the consumption of alcohol and in accessory
C. Glazing in shower and tub enclosures uses where the total area of such unseparated (including windows within 5 feet of tub rooms and assembly uses exceeds 5000 square
or shower floor). feet. Section 3802(c).
24. Provide a section view of all new interior 032 The tenant space and new and/or existing
partitions. Show: facilities serving the remodeled area must be
(p5 Type, size and spacing of studs. Indicate
accessible to and functional for the
physically disabled. See the attached
/ gauge for metal studs. Specify correction sheet. Title 24, Part 2.
manufacturer and approval number or
indicate "to be ICBO approved". 3/. The width of the required level area on the
(b) Method of attaching top aR4-bvt*vm plates ( side into which doors swing shall extend 24
to structure. (NOTE: Top of partition inches past the strike edge for exterior doors
must be secured to roof or floor framing, and 18 inches past the strike edge for
K(01J unless suspended ceiling has been designed interior doors. Section 2-3304, Title 24.
- for partition lateral load).
54 Wall sheathing material and details of 3)1. Specify lever-type hardware for passage doors
attachment (size and spacing of ( on floors accessible to the disabled. Section
fasteners). 2-3304, Title 24.
(/) Show height of partition and suspended
7 ceiling, and height from floor to roof 3 If both sexes will be employed and the number
framing or floor framing. ( of employees exceeds four, provide separate
Provide notes and/or details to show that the
toilet facilities for men and women. If "both
sexes will be employed and the total number of
floor and wall finish in toilet rooms are employees will not exceed four", and only one
surfaced with a smooth hard non-absorbent restroom is provided, note the words in
material extending five inches up the wall, quotation above on the floor plan. Section
Similar surfacing shall be provided on the 705(c).
walls from the floor to a height of 4 feet j
around urinals and within water closet 3J. A -hour occupancy separation is
compartments. •Section 510(b). / required between occupancy and
- the occupancy. Table 5-B.
6.
(
Note on the plans: "All interior finishes must
comply with Chapter 42 of the IJBC". Specify )'?. Ducts penetrating occupancy or area separation
"Class flame spread rating (minimum) / walls must have fire dampers. Section 4306
for ." (j).
27. Note on plan that suspended ceilings shall
comply with IJBC Tables 47-A and 23-P.
3%(
(
In areas where the occupant load exceeds -,
two exits are required. See________________
2F' In buildings having floors and roofs of wood
.Table 33-A.
frame construction, other than dwelling or Provide an exit analysis plan (may be 8 1/2" x
hotel occupancies, draft stop the area between 11" or any convenient size).
the ceiling and floor above so that no
concealed space exceeds 1,000 s.f. and no
r
Exits should have a minimum separation of one-
horizontal dimension exceeds 60 L.F. (if space half the maximum overall diagonal dimension of has sprinklers, then 3,000 s.f. and 100 L.F.).the building or area served. Section 3303(c).
Section 2516(f). ti
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7/8/92 3
§7 If non-rated corridors are used per Section
/ 3305(g), Exc. 5, provide a reference to the
corridors on the floor plan, noting:
Corridors are non-rated per Section
3305(g), Exception 5.
Smoke detectors shall be maximum 30' on
center.
Power supply shall be dedicated branch
circuit. Circuit disconnecting means
shall be accessible only to authorized
personnel and shall be clearly marked FIRE
ALARM CIRCUIT CONTROL, with a lock-on
device.
6/ Clearly show where the non-rated corridor
( system terminates and a rated corridor system
commences.
One-hour fire-rated corridors shall have
interior door openings protected by tight-
fitting smoke and draft control assemblies
rated 20 minutes, 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).
E)t. 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 glazing listed and labeled for a fire-
protection rating of at least 3/4-hour.
Section 3305(h).
Show rated corridors, lobbies, reception or
( foyers cross-hatched on the floor plans.
§1. 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
3305(g).
Show the location of fire dampers. Provide
fire dampers at duct penetrations of fire-
rated occupancy and area separations, shafts
and corridor ceilings. Combination fire/smoke
dampers are required at duct penetrations of
rated corridor walls. Section 4306(j).
If a room with an exhaust fan has a door
opening into a rated corridor, show how make-
up air will be provided to the room. The door
cannot be undercut, nor can a louver in the
door be provided. Section 3305(h)l.
/1 If a second door is provided at the elevator
entry, note that it will be readily openable
from the car side without a key, tool or
special knowledge or effort. Section 5106.
New provisions in Chapter 43 of the 1991 UBC
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):
A. 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, I-rating or complying with UBC
Standard 43-1, depending on their
locations, sizes and combustibility.
Fire resistive floor/ceiling assemblies
shall have penetrations protected with
through-penetration fire stops having and
F-rating, I-rating or complying with IJBC
Standard 43-1, depending on their sizes,
combustibility and whether the
penetrations are in walls above.
B. MEMBRANE-PENETRATIONS (through only one
side of an assembly):
Fire-resistive walls (whether bearing or
not and whether requiring fire protected
openings or not) shall have penetrations
protected with membrane-penetration fire
stops having an F-rating or complying
with UBC Standard 43-1, depending on
their size and combustibility. Limited
steel electrical outlet boxes (not
exceeding 16 sq. in., nor more than 100
sq. in. for any 100 sq. ft. of wall)
require no protection.
Fire-resistive ceilings shall have no
penetrations, except for noncombustible
sprinkler pipes and steel electrical
outlet boxes as described above.
NOTE: The plans should indicate the various
fire-stop ratings required for all
penetrations.
73. Provide a note on the plans stating
"Penetrations of fire-resistive walls, floor-
ceilings and roof-ceilings shall be protected
as required in UBC Sections 4304 and 4305".
K
/0. If building exceeds two stories and has an
elevator opening into a rated corridor, show
how the smoke and draft control provision of
Section 3305(h) will be met. Either provide a
separated elevator lobby or a second door at
the elevator entry meeting the provision.
Section 3305(j).
6/ If a tenant space utilizes Section 3305(g),
/ Exception 5, then that tenant space
separated from adjacent spaces by a
shall be
demising 72
wall constructed as for a one-hour corridor
wall.
8/4/92 5
Provide evidence of Health Department approval
/ (for restaurants or for tenants using X-ray
equipment).
If nonflammable supply cylinders for medical / gas systems are located inside buildings, show
I how they comply with UBC Section 702(c)4.
ELECIRI
,7A( Submit plan shoving location of all panels.
;,7. Submit panels schedules.
8. Submit electrical load calculations
Indicate existing main service size.
Indicate existing total main service load.
/1 Indicate new additional loads.
,I2. Indicate wiring method, i.e. 111, metal flex.
Show exit signs on the electrical lighting
plan(s). As per Section 3313 and 3314 of the
1991 UBC, provide two sources of power to exit
signs and exit illumination.
Provide receptacle(s) within 25' of HVAC
/ units. UNC Section 509.
85. Provide multiple switch lighting controls per
Title 24, Part 6.
NECELANICAL
8ft. Provide mechanical ventilation in all rooms
/ capable of supplying a minimum of 5 cubic feet
per minute of outside air with a total
circulation of not less than 15 cubic feet per
minute per occupant. Section 605 and 705, UBC.
87. Provide mechanical plans showing existing and
proposed HVAC equipment, ducts and access to
equipment.
S. Detail access and working clearances to HVAC
equipment.
d. Detail disposal of main condensate drainage / from air conditioning units. (UMC Section
510) /
ft0. Detail overflow (secondary) condensate
discharge from air conditioning units that are
in a ceiling space. (INC Section 1205)
9'1. Fire rated corridors are not to be used to
convey air to or from rooms. UMC Section
1002.
PUBDG
92g. Provide gas line plans and calculations, / shoving pipe lengths and gas demands. UPC
Section 1219.
i. Provide drain, waste and vent plans.
9~. Provide water line sizing calculations. UPC
( Section 1009.
Detail how floor drain trap seal is to be
/ maintained. UPC Section 707 (floor drain trap
priming).
7 Show P & T valve on water heater and detail
drain line route from P & T valve to the 1 exterior. UPC Section 1007(e).
9/. Show 1/4" per 12" slope on drain and waste
/ lines. UPC Section 407.
91. Provide a drinking fountain at each floor I level in assembly occupancies (except drinking
and dining establishments). UBC Section 605.
9ft. Note on the plans that new water closets and
/ associated flushcmete: valves, if any, shall
use no more than 1.6 gallons per flush and
shall meet performance standards established
by the American National Standards Institute
Standard A112.19.2, and urinals and associated
flushometer valves, if any, shall use no more
than one gallon per flush and shall meet
performance standards established by the
American National Standards Institute Standard
A112.19.2. H & S Code, Section 17921.3(b).
/ ENEWf
10. Provide complete energy design calculations,
/ including all existing design and new energy
design for this building. See attached non-
residential energy design checklist.
For remodels in an existing conditioned space,
show that the remodeled space will not use
more energy than the existing space or show
the remodeled space will conform to latest
energy design standards.
CITY OF CARLSBAD SUPPL4T
Roof mounted equipment must be screened and
' rocf penetrations should be minimized (City
Policy 80-6).
3. 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)
6/25/93 6
1I( All roof-mounted equipment shall be concealed
/. from view. Provide structural detailing for
' the screening.
M1SGLLANFXXJS
Please see additional corrections or remarks ( that follow.
106 To speed up the recheck process, note on this
list (or a copy) where each correction item has
been addressed, i.e., plan sheet, note or
detail number, calculation page, etc.
107 Please indicate here if any changes have been
0 made to the plans that are not a result of
corrections from this list. If there are other
changes, please briefly describe then and where
they are located in the plans.
Have changes been made to the plans not
resulting from this correction list? Please
check.
Yes No
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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________________
?ETE f/SCffir at Esgil
Corporation
Thank you.
Enclosures:
6/25/93 7
DISABLED ACCESS REQUIREMENTS FOR REMODELS'
(including alterations. structural repairs1 additions1 tenant improvements and occupancy changes)
GENERAL
Full access compliance is required for remodels, including:
The specific area being remodeled, (i.e., the "new" work).
Existing elements in the path of travel to the remodeled area.
(a)Parking, (b)Walks, (c)Hazards, (d)Curb Ramps, (c) Ramps,
(f)Elevators, (g) Stairs.
Entrance to the remodeled area.
(a)Entrancc doors, (b)Exit doors.
Existing sanitary facilities serving the remodeled area.
Existing drinking fountains and telephones serving the
remodeled area.
G REMODELS VALUED LESS THAN .'79.l 192
When remodels are valued at less than 119, thc total access
compliance may be limited to the specific area being remodeled (i.e.,
"new" work), provided the following conditions arc satisfied:
The cost to upgrade the existing elements (described in A.2,
A.3, A.4 and A.5 above) exceeds 20% of the cost of the
proposed project, and
The enforcing agency determines that "an unreasonable
hardship" exists (sec the attached Form HCA-1, to be
completed by the applicant), and
The plans must still show upgrades to the existing elements,
but only to the point where the cost to do so will equal 20%
of the cost of the proposed project. In choosing which
elements to upgrade, the following priority list should be
used: (a) Entrance to the building (b)Route of travel
(c) Restrooms (d) Public telephones (c)Drinking fountains
(1)Other elements, such as parking, alarms, signagc, etc.
OC
REMODELS $79.119 AND HIGHER
When remodels are valued at $79,119 and higher, access compliance
is required for the specific area being remodeled (i.e., "new" work),
and for the existing elements (described in A.2, A.3, A.4 and A.5
above). Under some circumstances, certain existing elements (such
as restrooms) need only comply with "equivalent facility" provisions in Title
24. This may be granted if the enforcing agency determines that "an
unreasonable hardship" exists.
D. REMODELS ABOVE OR BELOW THE FIRST FLOOR
Certain types of facilities were formerly exempt from accessibility
requirements when they were above or below the first floor, but arc
now no longer exempt. These "special facilities" arc:
I. Offices of physicians and surgeons
Shopping centers
Office buildings 3 stories or more high or more than
3000 square feet per story.
Other buildings 3 stories or more high or more than
3000 square feet per story, unless a reasonable
portion of services sought and used by the public is
available on an accessible level.
In alteration projects involving buildings described above that were
previously built without elevators, areas above and below the first
story must be accessible. However, the 20% provision described in
item B.3 above applies, even if the overall construction value exceeds
$79,119.
Note: If a remodel does not consist of one of the "special facilities" above,
and occurs on a level not served by an elevator or ramp, compliance
is still required as shown in items A. 1, A.2, A.3, A.4 and A.5 above.
'Note: ln determining the value of a remodel, the total costs of all improvements since January 26. 1992
along the .ra,nc path of travel must be included (even if the previous remodels were done by
other tenants). lbc 20.perccn1 provisions for dctennining if upgrade costs arc disproportionate
and for dctcrming the amount to spend on upgrades shall be based on this total value. Please
complete the attached declaration fonis (Fonn l)PCC).
1 Based on the piovisions in Title 24, Part 2 of the California Building Code, Effective April I • 1994.
DOCUMENTATION OF. UNREASONABLE HARDSHIP. -.
Job AddreSs_ Plan Check No
Owner Date
it is requested that the above named project be granted an exception from
the requ)4erfleflt5 of the State of California Title 24 handicapped accessibility provisions, as specifically noted below:
EXCEPTIONS REQUESTED ESTI14TED COST OF ITEMS TO BE EXEMPTED
The cost of all construction without excepted items, is:
The impact on financial feasibility of the project, if the requested i exception s not approved is:________________________________________
The facility is used by the general public for the purpose of:_______
The eceDtions being requested will not penalize handicapped accessibility as equivalent facilities are avalab1e as follows:_____
Exceptions requested, and data provided, by:
AUURS .
Thk'MON
Department Use Only
Findings and Decision of the Enforcing Official:
Signature of Enforcing Official Date
H7 -'1 010190
DEPARTMENT OF STATE ARCHITECTURE-NON RESIDENTIAL
TITLE 24 DISABLED ACCESS REQUIREMENTS
SCOPE:
The following disabled access items are taken from the 1991 edition of California Administrative Code Title 24,
applicable as of April 1, 1994. Per section 110 B, all publicly and privately funded public accommodations and
commercial facilities shall be accessible to persons with physical disabilities as follows:
3-' Any building, structure, facility, complex, or improved area, or portions thereof, which are used
/ by the general public.
(' Any sanitary facilities which are made available for the public, clients, or employees in such
accommodations or facilities.
Any curb or sidewalk intended for public use that is constructed with private funds.
(4 All existing accommodations when alterations, structural repairs or additions are made to such
accommodations.
GENERAL: To assure that barrier-free design is incorporated in all buildings, facilities, site work and other
improvements, these standards apply to all additions, alterations and structural repairs. These
standards incorporate the requirements covered in Title II and Ill of the Americans with Disabilities
Act of 1990. Items preceeded with an asterisk () are examples of changes that have occured
since the previous regulations.
NOTE: All Figures and Tables referenced in this checklist are printed in California Administrative Code,
Title 24.
SITE ACCESSIBILITY:
Site development and grading shall be designed to provide access to all entrances and exterior ground
( floor exits, and access to normal paths of travel, and where necessary to provide access, shall
incorporate pedestrian ramps, curb ramps, etc.
When more than one building or facility is located on a site, accessible routes of travel shall be provided
between buildings and accessible site facilities.
At every primary public entrance and at every major function along or leading to an accessible route of
travel, there shall be a sign displaying the international symbol of accessibility. Signs shall indicate the
direction to accessible building entrances and facilities.
Where stairways occur outside a building, see section 3306(q) for requirements.
DISABLED ACCESS PARKING SPACES:
A. The required number of accessible parking spaces in new facilities (or in existing facilities where a
change of occupancy occurs) is as follows per Table 31A:
• 1 for each 25 spaces up to 100 total spaces.
1 additional space for each 50 spaces for between 101 and 200 total spaces.
1 additional space for each 100 spaces for between 201 and 500 total spaces.
For between 501 and 1000 total spaces, a minimum of 2% of the total number of spaces is
required.
For greater than 1000 spaces, 20 plus 1 for each additional 100 spaces.
If total number of spaces is less than 5, one shall be 14'0 wide and line to provide a 9'0"
parking area and 5'0" loading and unloading area. There is no requirement that this space be
identified or reserved for the exclusive use by persons with disabilities.
B. • Outpatient facilities require a minimum of 10% of the total number of spaces to be accessible. If facilities
specialize in treatment of people with mobility impairments, a minimum of 20% of the total spaces shall
be accessible. See section 3107A(a)3.a and b.
C. • Valet parking facilities shall provide a passenger loading zone located on an accessible route to the facility
entrance. The space requirements of section 3107A apply to facilities with valet parking, per section
3108A(c).
D. • Accessible spaces shall be located as follows, per section 3107A(a)1:
On the shortest possible route to an accessible entrance when serving a particular building.
On the shortest route of travel to an accessible entrance of a parking facility.
DA/NR/G
NonResidential Access Requirements Page 2
Plan Review Correction list April 15, 1994
3. Dispersed and located closest to accessible entrances where buildings have multiple accessible
entrances with adjacent parking.
Note: This section does not apply to existing facilities where local ordinances preclude requirements
unless a change of occupancy Occurs.
Single spaces shall be 14'0" wide and outlined to provide a 9'0" parking area and a 5'0 loading and
unloading area on the passenger side of the vehicle. When more than one space is provided, in lieu of
providing a 14'0" space for each space, two spaces can be provided within a 23'0" area with a 5'O"
loading zone between each 9'0" wide space. Each space is to be a minimum of 18'0" in depth. See
section 3107A(b)1.
NOTE: See Figures 31-18A, 31-18B and 31-18C.
A bumper or curb shall be provided and located at each space to prevent encroachment of cars into the
required width of walkways per section 3107A(b)3.
The maximum slope of parking surfaces in any direction shall not exceed 'I" per foot (2.083%) per
section 3107.1(b)4. The maximum slope at the passenger loading zone shall not exceed 2%.
Parking spaces shall be identified by a ref lectorized sign permanently posted immediately adjacent to and
visible from each space, consisting of a profile view of a wheelchair with occupant in white on dark blue
background. The sign shall not be smaller than 70 square inches in area and, when in a path of travel,
shall be posted at a minimum height of 80" from the bottom of the sign to parking space finished grade.
Signs may also be centered on the wall of the interior end of the parking space at a minimum height of
36" from the parking space finished grade, ground or sidewalk. Spaces complying with section 3107A(b)2
shall have an additional sign "Van-Accessible" mounted below the symbol of accessibility per section
3107A(c). In addition, each accessible space is required to be marked with the international symbol of
accessibility.
1. An additional sign shall also be posted in a conspicuous place at each entrance to off Street parking
facilities, or immediately adjacent to and visible from each stall or space. The sign shall be not less than
17" by 22" with lettering not less than 1" in height. Per section 3107A(c) required wording is as follows:
"Unauthorized vehicles parked in designated accessible spaces not displaying distinguishing
placards or license plates issued for persons with disabilities may be towed away at owner's
expense. Towed vehicles may be reclaimed at or by telephoning _________
Where provided, all passenger loading zones and at least one vehicle access route from site entrances and
exits shall have a minimum vertical clearance of 114" per section 3108A(b)2.
Space(s) shall be located so that disabled persons are not compelled to wheel or walk behind parked cars
other than their own per section 3107A(b)3.
All vertical entrances to and vertical clearances within parking structures shall have a minimum vertical
clearance of 8'2" where required for accessibility to accessible parking spaces.
• A minimum of one in every 8 accessible spaces shall be served by an access aisle 96" minimum width
and shall be designated van accessible per section 3107A(b)2. All such spaces may be grouped on one
level of a parking structure.
• Provide a passenger access aisle, 60" by 20'0", adjacent and parallel to the passenger loading space per
section 3108A(b).
CURB RAMPS:
NOTE: See Figures 31-19A through 31-22.
Curb ramps shall be constructed at each corner of street intersections and where a pedestrian way
crosses a curb per section 3106A(e).
Curb ramps shall be a minimum of 48" wide with a maximum slope of 1:12 (8.33%), per sections
3106A(e)2 and 3106A(e)5. The lower end of each curb ramp shall have a 1/2 lip be beveled at 45
degrees.
• The landing at the top of the curb shall be level and 48" minimum depth for the entire width of the curb
ramp or the slope of the fanned or flared sides shall not exceed 1:8(12.5%), per section 3106A(e)4.
The surface of all curb ramps and its flared sides shall be slip resistant and contrasting from the adjacent
sidewalk finish per section 3106A(e)6.
All curb ramps shall have a grooved border 12" wide at the level surface of the sidewalk along the top
and each side approximately 3,
" on center per section 3106(e)7.
• Detectable warnings extending the full width and depth of the curb ramp inside the grooved border if the
slope is between 1:15 (6.66%) and 1:20 (5%), per section 3106A(e)8. This shall Consist of raised
truncated domes with a diameter of 0.9" at the base tapering to 0.45" at the top. Spacing shall be 2.35"
DA/NR/G
Non-Residential Access Requirements Pace 3
Plan Review Correction List April 15. 1994
center-to-center.
NOTE: See Figure 31-23.
Locate curb ramps to prevent obstruction by blocked cars per section 3106A(e)9.
The slope of adjacent surfaces, including street and gutter, within 4 feet of ramps shall be limited to a
maximum of 1:20 (5%), per section 3106A(e).
WALKS AND SIDEWALKS:
Walks sloping greater than 1:20 (5%) must comply with the ramp requirements of section 3307 per
section 3324(c).
Walks shall be 48" minimum in width and have slip resistant surfaces.
The maximum cross slope shall not exceed 1, per foot per section 3324(a).3 If the enforcing agency
finds that an unreasonable hardship exists, Then the maximum cross slope may be increased to a
maximum of 'I " per foot for distances not to exceed 20 feet.
Abrupt level changes shall not exceed 'I" along any accessible route. When changes do occur, they shall
be beveled with a slope of no greater than 1:2. Level changes of aj or less may be vertical. Note: If level
changes exceed / ", they must comply with requirements of cur4b ramps.
At each gate or door, a 60" x 60" level area is required when the gate or door swings toward the walk
per section 3324(e). Walks shall extend 24" minimum to the side of the strike edge of a door or gate that
swings toward the walk. -
NOTE: See Figure 33-2.
Provide 80" minimum headroom from all walkway surfaces to any obstruction per section 3325(b).
At walks with continuous gradients, level areas at least 5'0" long at intervals of 400 feet are required per
section 3324(f).
Grating openings are to be limited to a maximum of 'I" in the direction of travel per section 3324(b).
Provide 36" wide detectable warning material at the toundary between walkways and vehicular ways.
Material shall comply with criteria of section 3325A(c)1, per section 3325(e).
• Where more than one route is provided, all routes shall be made accessible per section 3103A(i)2.
PEDESTRIAN RAMPS:
A path of travel with a slope exceeding 1:20 (5%) shall be considered a ramp per section 3307(a.1).
Handrails are required to be provided at each side of ramps.
-
The maximum allowable slope for accessible ramps is 1:12 (8.33%), per section 3307(e.1)1. Provide the
* least possible slope for all ramps.
The maximum cross slope at walks and sidewalks shall not exceed I per foot (2%) per section
3324(a)3. If the enforcing agency finds that an unreasonable hardship exists, then the maximum cross
slope may be increased to a maximum of 'I " per foot (4%) for distances not to exceed 20 feet.
Ramp surfaces shall be slip resistant, per setion 3307(g).
Landings are required at the top and bottom of all ramps, per section 3307(d.1). The bottom landing shall
be a minimum of 72" in the direction of travel and the top landing shall be a minimum of 60" x 60".
A 60" intermediate landing is required at maximum elevation changes of 30". A 72" landing is required
at direction changes exceeding 30 degrees per section 3307(d.1)6.
When a door swings over the top landing, the minimum depth of the landing shall equal to the door width,
plus 42", per section 3307(d.1).
Strike edge distances to door shall be 24" at exterior ramps (and 18" at interior ramps), per section
3307(d.1).
• When the slope of ramps exceeds 1:20 (5°,'o), handrails are required at each side, per section 3307(e.1).
Handrails shall be 1 Y" to 1 Vz" in cross section and placed a minimum of 1 ,4" from walls, per section
3307(e.1).
Per section 3307(e.1), handrails shall meet the following requirements:
1. Be continuous.
2. Located 34" to 38" in height above the ramp surface.
Have 12" extensions beyond the top and bottom.
Ends shall be returned.
If ramp exceeds 10'0" in length (and ramp is not bounded by walls, curbs or wheel guides shall be
provided, per section 3307(h.1).
• Wall surfaces, adjacent to handrails, shall be free of sharp or abrasive elements, (i.e., no stucco), per
section 3307(e.1).
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Plan Review Correction list April 15, 1994
ENTRANCES AND CIRCULATION:
• All entrances and exterior ground level exits shall be made accessible, per section 3301(h).
• When a building, or portion of a building, is required to be accessible (or adaptable), an accessible route
of travel shall be provided to all portions of the building, to accessible building entrances and between the
building and the public way. See section 3103A(i)2.
DOORS:
A. Per section 3304(f), every required passage door shall have a minimum 32" clear width.
B. Door hardware shall be of the lever or push type and mounted 30" to 44" above the floor, per section
3304(c.1).
C. Per section 3304(1.1 ),regardless of the occupant load, there shall be a level floor or landing on each side
of the door. The floor or landing shall not be more than 'I lower than the threshold of the doorway.
Note: An exception is permitted for exterior landings, which may slope up to 'I" per foot (2%) in any
direction, for surface drainage, per section 413.
D. Per section 3304(c.1), all hand-activated door opening hardware shall meet the following requirements:
Shall be centered between 30" and 44" above the floor.
Latching and locking doors that are in a path of travel shall be operated with a single effort by
lever type hardware, panic bars, push-pull activating bars or other hardware designed to provide
passage without the ability to grasp the opening hardware.
Locked doors shall exit in the direction of travel.
E. The lower 10" of all doors shall be smooth and uninterrupted to allow the door to be opened by a
wheelchair footrest without creating a trap or hazardous condition. Narrow frame doors may use a 10"
high smooth panel on the push side of the door.
F. Where turnstiles are used to provide fully controlled access, such as where an admission price is charged,
a door or gate that is accessible to persons with disabilities, shall be provided adjacent to or within 30'0"
from each turnstile entrance or exit. This passageway shall provide 32" clear opening and remain unlocked
during business hours.
G. The width of the level area, on the side to which a door (or gate) swings, shall be as follows per section
3304(1.1):
Extend 24" past the strike edge of the door for exterior applications.
Extend 18" past the strike edge of the door for interior conditions.
,7 3. Extend 12" past the strike edge on the push side if door has latch and closer.
H. The space between two consecutive door openings in a vestibule, serving other than a required exit
stairway shall provide a minimum of 48" of clear space from any door opening into the vestibule when
door is open 90 degrees, per section 3304(i.1). Doors in series shall swing either in the same direction
or away from the space between the doors.
I. Maximum effort to operate doors shall not exceed 8'/ pounds for exterior doors and 5 pounds for interior
doors. Such push or pull effort shall be applied at riglt angles to hinged doors and at the center plane for
sliding doors. Where fire doors are required, the maximum effort to operate the door may be increased
to 15 pounds. See section 3304(1.2)1.
J. • Per section 33040. 1)2.B, the level area at floors or landings shall have a length at least 60" in the
direction of door swing and at least 48" (or 44" if doors don't have latches or closers) in the direction
opposite the door swing. NOTE: See Figure 33-2.
K. Where a door opens into a stair of a smokeproof enclosure, the required landing need not have a length
of 60", per section 3304(i.1)2D(1).
SPECIAL HAZARDS:
Objects projecting from walls with their leading edges between 27" and 80" above the finished floor shall
protrude no more than 4" into walks, halls, corridors, passageways or aisles. Objects mounted at or below
27" above the finished floor may protrude any amount. Freestanding objects mounted on posts or pylons
may overhang 12" maximum from 27" to 80" above the ground surface or finished floor.
Abrupt changes in level exceeding 4" adjacent to walks, such as at planters or fountains, except between
walks and adjacent streets or drives, shall be identified by 6" high warning curbs projecting at least 6
above the walk surface per section 3325(a) except when a guardrail or handrail is provided. If a guardrail
or handrail is provided, no curb is required when a guide rail is provided centered 3 (/ 1") above the
Non-Residential Access Requirements Page 5
Plan Review Correction List April 15. 1994
surface of the walk or sidewalk.
If a walk crosses or adjoins a vehicular way and the walking surfaces are not separated by curbs or other
elements, the boundary shall be defined by a continuous detectable warning which is 36" in width. The
surface shall be raised truncated domes in a staggered patten with a diameter of nominal 0.9" at the base
tapering to 0.45" at the top, a height of 0.2" and a center to center spacing of nominal 2.35".
At transit boarding platforms, the pedestrian access shall be identified with a directional detectable
texture. The raised bars shall be 1.3" wide and 3" from center-to-center off each bar. This surface shall
be placed behind yellow detectable warning texture (truncated domes) and aligned with all doors of transit
vehicles.
NOTE: See Figure 31-23.
If carpet or carpet tile is used on a ground or floor surface in a common use area, it shall have firm
backing or no backing. The maximum pile height shall be /". Exposed edges of carpet shalt be fastened
to floor surfaces and have trim along the entire edge of the 2exposed edge and trim shall comply with the
requirements for changes in level.
STAIRWAYS AND HANDRAILS:
Handrails are required on each side of stairs, per section 3306(i.1)1.
• Handrails shall be located 34" to 38" above the nosing of the treads.
Handrails shall extend a minimum of 12" beyond the top nosing and 12" plus the tread width beyond the
bottom nosing.
• The handgrip portion of handrails shall not be less than 1h/ nor more than 1h/ in cross sectional
dimension or the shape shall provide an equivalent gripping surface. The handgrip portion shall have a
smooth surface with no sharp corners.
Handrails shall be designed to provide a grasping surface to avoid the person from falling. The spacing of
brackets shall not exceed 8 feet and be such that the attachment is capable of withstanding a load of at
least 200 pounds applied in any direction at any point on the rail.
Per section 3306(p), approved stairway identification signs, showing whether or not a roof access exists,
the floor level, and the upper and lower level of the stairway terminus, shall be located at each floor level
in all enclosed stairways in buildings two or more stories in height. The information is to be shown using
raised Arabic numerals and raised braille symbols which conform to section 31 05A(e)3. The sign shall be
located approximately 5'0" above the floor landing and readily visible when the door is open or closed.
The upper approach and the lower tread of each stair shalt be marked by a strip of clearly contrasting color
at least 2" wide and placed parallel to and not more than 1" from the nose of the step or landing. The strip
shall be as slip resistant as the other treads of the stair. For exterior stairs, the upper approach and all
treads shall be marked.
• Tread surfaces shall be slip resistant and smooth, rounded or chamfered exposed edges and no abrupt
edges at the nosing. Nosing shall not project more than 1'/ " past the face of the riser above. Risers shall
be solid (open risers are not permitted). 2
Per section 33060. 1)2F, handrails projecting from a wall shall have a space of lh/ between the wall and
the rail. Handrails may be located in a recess maximum 3" deep extending at least 18" above the top of
the rail. Wall surfaces, adjacent to handrails, shall be free of sharp or abrasive elements, (i.e., no stucco)
per Sec. 3306(i.1)2.F.
ELEVATORS: Per section 5103(d.1), in buildings two or more stories in height, served by elevator(s), all
elevators shall comply with the requirements contained in Chapter 51 of Title 24.
Elevators shall be automatic and be provided with a self leveling feature that will automatically bring the
car to the floor landings with a tolerance of (*1)11 " under normal loading and unloading conditions. The
clearance between the car platform sill and the edge of the hoistway landing shall be not greater than
1 ,per section 5103(d.1)1.
The minimum clear width for elevator doors shall be 36", per section 5103(d.1)3.
Doors shall be provided with a door reopening device, which will function to stop and reopen a car door
and adjacent hoistway door in case the door is obstructed while closing. See section 5103(d.1)4 for
additional requirements.
Per section 5103(d.1)6, the elevator car inside shall comply with the following requirements:
1. The minimum clear distances between walls, or between the walls and door, excluding return
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Non-Residential Access Requirements Page 6
Plan Review Correction list April 15, 1994
- panels, shall be not less than
80" by 54" (for center opening doors).
68" by 54" (for side-slide opening doors).
C. Minimum distance from walls to return panel shall not be less than 51"
NOTE: See figure 51-A for further details.
A handrail shall be provided on one wall of the car, preferably the rear. The rails shall be smooth and the
inside surface at least 1'12" clear of the walls at a nominal height of 32" from the floor. Nominal = ( /)1".
Call operation buttons shall be within 3'6" of the floor. See section 5103(d.1)8 for additional
requirements.
Special access lifts may be provided between levels, in lieu of passenger elevators, when the vertical
distance between landings, structural design and safeguards are permitted by the State of California.
Division of the State Architect, Access Compliance Section, the Department of Industrial Relations,
Division of Occupational Safety and Health, and any applicable safety regulations or other administrative
authorities having jurisdiction.
If lifts are provided, they shall be designed and constructed to facilitate unassisted entry, operation and
exit from the lift. See section 5107(a) for specific requirements.
SANITARY FACILITIES:
A. Sanitary facilities that serve buildings, facilities, or portions of buildings or facilities that are required to
be accessible to persons with disabilities, shall be made accessible unless the enforcing agency determines
that compliance with these standards would create an unreasonable hardship and equivalent facilitation
is provided per section 3105A(b)1.
B. See exceptions to section 3105A(b)1. regarding the requirements for equivalent facilitation under
unreasonable hardship.
Accessible sanitary facilities must be usable by a physically disabled person within a reasonable
distance of accessible areas.
Equivalent facilitation would provide for either a lateral or front transfer toilet stall.
NOTE: See Figure 31-1C.
Doors shall have a clear and unobstructed opening of at least 30".
C. Per section 3105A(b)1.A, where separate facilities are provided for nondisabled persons of each sex,
separate facilities shall be provided for the disabled persons of each sex as well. Where unisex facilities
are provided for nondisabled/disabled persons, such unisex facilities shall be provided for the disabled.
D. Where facilities are to be used solely by children, the specific heights may be adjusted to meet their
accessibility needs per section 3105A(b)1.B.
E. Per section 3105A(b)1.C., passageways leading to sanitary facilities shall have clear access widths as
specified in chapter 33. All doorways shall have a minimum 32" clear opening and a level and clear area
for a minimum depth of 60" in the direction of the door swing and 44" where the door swings away from
the level and clear area. In addition, all strike edge clearance dimensions are required to be met.
F. Doorways leading to mens sanitary facilities shall be identified by an equilateral triangle 'I" thick with
edges 12" long and a vortex pointing upward. Women's facilities shall be identified by a circle, / thick,
12" in diameter. Unisex facilities shall be identified by a circle with a triangle superimposed on the circle
and within the 12" diameter. The required symbols shall be centered on the door at a height of 60". See
section 3105A(b)1.0. See 3105A(e)10 for additional signage.
MULTIPLE ACCOMMODATION SANITARY FACILITIES:
A. Sanitary facilities that serve buildings, facilities, or portions of buildings or facilities that are required to
be accessible to persons with disabilities, shall be made accessible unless the enforcing agency determines
that compliance with these standards would create an unreasonable hardship and equivalent facilitation
is provided per section 3105A(b)1.
B. Per section 3105A(b)3.A.60, a water closet fixture located in a compartment shall provide the following:
A minimum of 28" clear space from a fixture or a minimum of 32" wide clear space from a wall
at one side.
A minimum of 48" long clear space shall be provided in front of the water closet if the
compartment has a end opening door (60" is required for side opening doors).
Grab bars shall not project more than 3" into the clear spaces indicated.
C. Water closet doors shall be equipped with a self closing device and have a minimum 32" clearance when
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Plan Review Correction List April 15. 1994
located at the end (and 34" when located at the side). See section 3105A(b)3.A.(iii).
D. When standard compartment doors are used, with minimum 9" clearance for footrests underneath and
a self closing device, the clearance at the strike edge as specified in section 3304(i.1)2C. is not required.
SINGLE ACCOMMODATION FACILITIES:
A. • As per section 3105A(b)3.B., there shall be a sufficient space in the toilet room for a wheelchair
measuring 30" x 48" to enter the room and permit the door to close. No door shall be permitted to
encroach into this space. There shall be a clear floor space at least 60" in diameter, or a T-shaped space
as shown in Figure 31-12 (a) and (b). Doors are not permitted to encroach into this space.
B. The water closet shall be located in a space which provides a minimum 28" clear space from a fixture or
32" clear space from a wall on one side. A minimum of 48" clear space shall be provided in front of the
water closet.
C. For bathrooms serving hotel guest rooms, see section 1214(d).
RESTROOM FIXTURES AND ACCESSORIES:
A. In new construction, water closets in accessible restrooms shall meet the following requirements per
section 5-1502:
The height of the water closet seat shall be between 17" and 19".
The controls shall be operable with one hand and shall not require tight grasping, pinching or
twisting of the wrist.
The controls for flush valves shall be mounted on the side of the toilet area and be no more than
44" above the floor.
The force required to activate the controls shall be no greater than 5 pounds of force.
In alterations where the existing fixture is less than 15" high, a 3" seat shall be permitted.
B. Urinals in accessible restrooms shall meet the following requirements per section 3105A(h)4. and 5-1503:
The rim of at least one urinal shall project 14" from the wall and be located 17" maximum above
the floor.
The force required to activate the flush valve shall be a maximum of 5 pounds of force.
The control mechanism shall be located a maximum of 44" above the floor.
A minimum of 30" x 48" clear floor space shall be provided in front of the urinal.
C. Lavatories shall comply with the following requirements per section 3105A(b)4.A., 3105A(h)4. and 5-
1504: -
A minimum of 30" x 48" clear space shall be provided in front of the lavatory for forward
approach. The clear space may include knee and toe space beneath the fixture.
The clear space beneath lavatories shall be a minimum of 29" high x 30" wide x 8" deep at the
top and 9" high x 30" wide and 17" deep at the bottom from the front of the fixture. The
maximum height of the counter top shall be 34"
All hot water and drain pipes under the lavatory shall be insulated.
The faucet controls and operating mechanism shall be of the type not requiring tight grasping,
pinching or twisting of the wrist and have an operating force of not greater than 5 pounds.
If self-closing valves are used, they shall remain open for at least 10 seconds.
D. Showers and shower compartments shall comply with the requirements of sections 5-1505 and
3105A(b)5. and 6:
Compartments shall be 42" in width between wall surfaces and 48" in depth with an entrance
opening of 36" minimum.
NOTE: See Figure 31-2A.
Grab bars shall comply with section 3105A(b)3.C.(ii), (iii) and (iv). They shall be located on walls
adjacent to and opposite the seat and mounted 33 to 36" above the shower floor.
NOTE: See Figure 31.2A.
When a threshold or recessed drop is used, it shall be a maximum of 1, in height and shall be
beveled or sloped at an angle of not more than 45 degrees from the horizontal.
The shower floor shall slope toward the rear of the compartment to a drain located within 6" of
the rear wall. Maximum slope of the floor shall be 'I" per foot in any direction.
The floor surface shall be of Carborundum, grit faced tile or of material providing equivalent slip
resistance.
A folding seat located on the wall opposite the controls and mounted 18" above the floor shall
be provided.
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Non-Residential Access Requirement! Page 8
Plan Review Correction List April 15, 1994
- NOTE: See Figure 31-2A.
7. The soapdish shall be located on the control wall at a maximum height of 40" above the shower
floor.
S. Showers in all occupancies shall be finished as specified in section 3105A(b)5 to a height of not
less than 70" above the drain inlet.
Where no separate shower compartment is provided, the shower shall be located in a corner with
L-shaped grab bars extending along two adjacent walls with a folding seat adjacent to the shower
controls.
A flexible hand-held shower unit, with a hose at least 60" long shall be provided with head
mounting height of 48" A.F.F. Two wall-mounted heads may be installed in lieu of the hand-held
unit in areas subject to excessive vandalism per section 5-1505.
E. • Per section 5-1506, bathtubs shall be provided with a shower spray unit having a hose at least 60" long
that can be used as a shower. Enclosures shall not obstruct controls or transfer from a wheelchair. Tracks
of enclosures shall not be mounted on their rims.
NOTE: See Figures 31-8, 31-9A and 31-913.
F. Grab bars shall comply with the following per section 3105A(b)3.C.:
Grab bars shall be located on each side or one side and the back of the physically disabled
accessible toilet stall or compartment. They shall be securely attached 33" above the floor and
parallel except where a tank-type toilet is used which obstructs placement at 33", the grab bar
may be installed as high as 36".
Grab bars at the side shall be located 15" to 161/ (/1") from the center line of the water closet
stool and be at least 42" long with the front end posifioned 24" in front of the stool. Total length
of bars at the back shall not be less than 36".
The diameter or width of the grab bar gripping surface shall be 1 to 1'/ or the shape shall
provide an equivalent gripping surface. If mounted adjacent to a wall, the space between the wall
and the grab bar shall be 1 'I ".
See section 3105A(b)3.C.(iiif for structural strength requirements.
NOTE: See Figures 31-1A, 311B, 31-1 C, 31-2A, 31-9A and 31-913.
G. Per section 3105A(b) and (c), where lockers are provided for the public, clients, employees, members or
participants, at least one and not less than 1 % of all lockers shall be made accessible to the physically
- disabled. A path of travel of not less than 36" in clear width shall be provided to those lockers.
H. Where towel, sanitary napkins, waste disposal and other similar dispensing and disposal fixtures are
provided, at least one of each type shall be located with all operable parts within 40" of the floor. Mirrors
shall be mounted with the bottom edge no higher than 40" above the floor. -
1. Toilet tissue dispensers shall be located on the wall within 12" of the front edge of the toilet seat per
section 3105A(b)4.C.
DRINKING FOUNTAINS:
A. Where water fountains are provided they shall comply with section 3105A(d)1:
Water fountains shall be located completely in an alcove or otherwise so positioned so as to not
encroach into pedestrian ways.
The alcove in which the water fountain is located shall not be less than 32" in width and 18" in
depth.
See section 1 507 of the California Plumbing Code for additional requirements.
NOTE: See Figure 31-3 of Title 24 for specific dimension requirements.
TELEPHONES:
A. Where public telephones, or public pay phones, are provided they shall comply with the requirements of
section 3105A(d)2:
A clear space at least 30" x 48" that allows either a forward or parallel approach by a person
using a wheelchair shall be provided. Clear floor or ground space for wheelchairs may be part of
the knee space required under some objects.
One full unobstructed side of the clear floor or ground space for a wheelchair shall adjoin another
wheelchair clear floor space. If the clear space is located in an alcove, or otherwise confined on
all or part of three sides, additional maneuvering clearances shall be provided. Bases, enclosures
and fixed seats shalt not impede approaches to telephones by people who use wheelchairs.
It telephone enclosures are provided, they may overhang the clear floor space required. See
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Non-Residential Access Requirements Page 9
Plan Review Correction List April 15, 1994
Figures 31-4 (a), (b). and (c). If enclosures protrude into walls, halls, corridors or aisles, the cord
from the handset shall be at least 29" long.
The highest operable part of the telephone shall be 48" maximum as specified in section
3105A(h)4C and D and Figures 31-5C and 31-51). Telephones mounted in a corner that require
wheelchair users to reach diagonally shall have the highest operable part no higher than 54"
above the floor.
Telephones shall be equipped with a receiver that generates a magnetic field in the area of the
receiver cap. If banks of public phones are provided, then at least 25%. but always at least one
per bank, including closed-circuit telephones in a building or facility, shall be equipped with a
volume control capable of producing a minimum of 12 dbA and a maximum of 18 dbA above
normal.
Public telephones with volume control shall be hearing aid compatible and shall be identified by
a sign containing a depiction of a telephone handset with radiating sound waves.
* If four or more public pay phones are provided and at least one is at an interior location, then at
least one interior public text telephone complying with section 3105A(d)21(ii) and (iii) shall be
provided, per section 3105A(d)21(i). Also, they are required for stadiums, arenas, convention
centers and covered malls.
Text telephones shall be identified by the international TDD symbol (See Figure 31-14).
Directional signage is required to be provided, adjacent to all banks that do not contain a text
telephone, indicating the location of the nearest text telephone. If a facility has no banks, the
signage shall be provided at the building entrance or building directory.
NOTE: See Figures 31-4 (a), (b). (c) and 31-5A. C and D for required specific dimensions.
DA/NR/G
Datei_____ JurisdictionCARLSBAD
Prepared byt o Bldg. Dept.
p VALUATION AND PLAN CHECK FEE o Esgil
PLAN CHECK NO. 9V-76
BUILDING ADDRESS -/'L2. I i74tO",Q OA KS LMY
APPLICANT/CONTACT PHONE NO.__________________
BUILDING OCCUPANCY - DESIGNER PHONE______________
TYPE OF CONSTRUCTION CONTRACTOR PHONE___________
BUILDING PORTION BUILDING AREA VALUATION
MULTIPLIER
VALUE
• V4LL1 pE 7-Y A1~40c+Tl-dv 83a
AirConditioninz
Commercial
Residential
Res. or Comm.
- Fire Sprinklers
Total Value
Building Permit Fee $_3G7'Q2
Plan Check Fee S S /'7
COMMENTS:
SHEET / OF /
12/87
PLANNING/ENGINEERING APPROVALS
PERMIT NUMBER CB 9V— 7(e 6 DATE
ADDRESS (77
RESIDENTIAL
RESIDENTIAL ADDITION MINOR
(<$10,000.00)
TENANT IMPROVEMENT
PLAZA CAMINO REAL
VILLAGE FAIRE
C MP 0 ; LETE OFFICE BUILDING
OTHER
PLANNER DATE
t1l
ENGINEER DATE
C:\WP51\FILES\BLDG.FRM Rev 11/15/90
City of Carlsbad 94148
Fire Department Bureau of Prevention
Plan Review: Requirements Category: Building Plan Check
Date of Report:Thursday, July 7, 1994 Reviewed by:(. iôa-k_
Contact Name Phil Waloski
Address 1925 Palomar Oaks Wy #220
City, State Carlsbad CA 92008
Bldg. Dept. No. 94-766 Planning No.
Job Name Pacifica West
Job Address 1921 Palomar Airport Ste. or Bldg. No. 300
Approved - The item you have submitted for review has been approved. The approval is
based on plans; information and/or specifications provided in your submittal;
therefore any changes to these items after this date, including field modifica-
tions, must be 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
construct or install improvements.
O Disapproved - Please see the attached report of deficiencies. Please make corrections to
plans or specifications necessary to indicate compliance with applicable
codes and standards. Submit corrected plans and/or specifications to this
office for review.
For Fire Department Use Only
Review 1st 2nd 3rd
Other Agency ID
CFDJob# 94148 File#_________
2560 Orion Way 0 Carlsbad, California 92008 0 (619) 931-2121