HomeMy WebLinkAbout2794 LOKER AVE W; 108; CB940727; PermitB U I L D I N G P E R M I T Permit
Project
Development
108
No: CB940727
No: A9401018
No:
07/26/94 12:41
Page 1 of 1
Job Address: 2794 LOKER AV WEST
Permit Type: INDUSTRIAL TENANT
Parcel No: 209-081-14-00
Valuation: 2,275
Construction Type: NEW
Suite:
IMPROVEMENT
Lot#:
Reference#:
7922 07/26/94 0001 01
C-PRHT
Status:
02
75-00
Occupancy Group: B2
Description: ADD DRESSING ROOM/LIGHTING Applied:
ISSUED
06/15/94
07/?.6/94
JPY
I f '; Appl/Ownr EVANS, MARK
2431. MAJELLA ROAD
VISTA, CA 92084
*** Fees Required
Fees:
Adjustments:
Total Fees:
Fee description
Building Permit
Plan Check
Strong Motion Fee
* BUILDING TOTAL
Enter "Y" for Elect
Enter "Y" for Remode
* ELECTRICAL TOTAL
Apr/Tssta·:
F:ntered By:
619 989-69?1
.00
35.00
75.00
***
Ext fee Data
· 54. 00
35.00
1.00
90.00
10.00 Y
10.00 Y
20.00
PPROVAL
;:NSP. ~--DATE R"ltt/fLi
/CLEARANCE -yr-+-
c1Tv OF CARLSB D
2075 Las Palmas Dr., Carlsbad, CA 92m009~fi(6~109)~4~3iiig:"i_1"i.16~lr---------.J
c_r--1-1-1 q -1 ,·
P~~CATI6N<-t 1-4 PIAN CHECK NO.
City of Carlsbad Building DepartEnt
2075 Las Palmas Dr •• carlsbed, CA 92009 (619) 438-1161
i. PHRMIT 1WE
From Llst 1 (see back) give code of Permit-Type: __ U_'<f" __ J_ _______ _
For Residential Projects Only: From Llst 2 (see back) give
Code of Structure-Type: ____________________ _
Net Loss/Gain of Dwelling Units _________________ _
FOR OFFICE USE ONLY
PROPOSED USE
# OF STORIES t::> # OF BEDROOMS I # OF BATIIROOMS
ADDRESS P {) JjtJX. cf--l,? J
NAME (last name first) 'z.{/"9A;~ COJvpi'dlt rttMl0RESS
Cl1Y STATE ZIP CODE DAY TELEPHONE 9& 9-b 7]_ / s. PROPHR'IY oWNER
NAME (last name first) /l ADDRESS
STATE ZIP CODE DAY TELEPHONE
CI1Y
DESIGNER NAME (last name hrst) <,feve r/J fl~ ADDRESS
DAY TELEPHONE.tf 1/--/ Ol/ 1sTATE UC. # Cl1Y STATE ZIP CODE
,. wORKERs' WMP£NSA'nuN
D
D
D
Workers' Compensauon Declaration: I hereby afhrm that I have a cert1hcate of consent to self-msure issued by the Director of lndustnal
Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified
by the Director the insurer thereof filed with the Building Inspection Department (Section 3800, I.ab. C).
EXPIRATION DATE
wne -u1 er c ara on: ere ya 1 a am e emp e n ac o s cense e o owmg reason:
I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or
offered for sale (Sec. 7044, Business and Professions Code: The Contractor's Llcense I.aw does not apply to an owner of property who builds
or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended
or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden
of proving that he did not build or improve for the purpose of sale.).
I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions
Code: The Contractor's Llcense I.aw 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 Llcense I.aw).
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 I.aw (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 [$500]).
SIGNATURE DATE
COMPLETE rnls 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 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act?
0 YES ONO
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district?
0 YES ONO
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site?
0 YES ONO
IF ANY OF TIIE ANSWERS ARE YF.S, A FINAL CERTIFICATE OF oa:uPANCY MAY NOT BE IS.5UED AFTER JULY 1, 1989 UNLF.SS TIIE APPUCANT
HAS MET OR IS MEETING TIIE REQUIREMENTS OF TIIE OFFICE OF EMERGENCY SERVICES AND TIIE AIR POLLUTION OONTROL DISIRICT.
9. wNS"IROCuuN ll:NDING AGENCY
I hereby afhrm that there IS a construction lending agency for the performance of the work for wfoch this permit IS ISSued (Sec 3097(1) dVII Code).
LENDER'S NAME LENDER'S ADDRESS
10. APPUCAN I CRkliFICAIION
I certify that I have read the apphcauon and state that the above mformat1on 1s correct. I agree to comply with all dty 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 TIIE crIY OF CARISBAD AGAINSf AIL UAB~ JUDGMENTS, CX>STS
AND EXPENSE.5 WIIlCH MAY IN ANY WAY ACXllUE AGAINSf SAID crIY IN OONSEQUENCE OF TIIE GRANTING OF nns 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 shaJI expire by limitation and become nuJI and void if the
building or work authorized by such pe · is not commenced within 365 da rom the date of such permit or if the building or work authorized by
such permit is suspended or abandon at ny time afte work· co ced for a period of 180 days (Section 303(d) Uniform Building Code).
APPLICANTS SIGNATURE -,;:,r_,,,,.,., _ Jl/4.fL /£'" 0 DATE:
App 1cant PINK: Financ
0
PERMIT# CB940727
DESCRIPTION: ADD DRESSING
TYPE: ITI
CITY OF CARLSBAD
INSPECTION REQUEST
FOR 08/03/94
ROOM/LIGHTING
INSPECTOR AREA PD
PLANCK# CB940727
OCC GRP B2
CONSTR. TYPE NEW
JOB ADDRESS: 2794 LOKER
APPLICANT: EVANS, MARK
CONTRACTOR:
AV WEST STE: 108 AOT:
PHONE: 619 989-6:;;921 / '
PHONE:
OWNER:
REMARKS: MW/989-6921
SPECIAL INSTRUCT:
TOTAL TIME:
CD LVL DESCRIPTION
19 ST Final Structural
29 PL Final Plumbing
39 EL Final Electrical
49 ME Final Mechanical
PHONE:
INSPECTOR ~
ACT COMMENTS
,IJ,t:} __________ _
+------------------------------------------------------------
***** INSPECTION HISTORY*****
DATE
072894
072794
072794
DESCRIPTION
Interior Lath/Drywall
Frame/Steel/Bolting/Welding
Rough Electric
ACT INSP
AP PD
AP PD
AP PD
COMMENTS
City of Carlsbad 94147
Fire Department • Bureau of Prevention
Plan Review: Requirements Category: Building Plan Check
Date of Report: Tuesday, July 26, 1994 Reviewed by: ________ _
Contact Name
Address
City, State
Dan Walters
PO Box 8633
La Jolla CA
Bldg. Dept. No. _9_4·_7_2_7 ___ _
Job Name Ashworth/108
Planning No.
------------------
Job Address 2794 Loker .....;_..;....___,;_..;;...._ _____________ _ Ste. or Bldg. No. _1_08 ___ _
1ia 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.
D 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# _ ___.::....94~1~4~7 __ File# ___ _
2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121
' .
DATE:
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITB 208
SAN DIEGO, CA 92123
(619) 560-14-68
/) JURISDICTION
JURISDICTION:
7 -:2 I -7 1·l ~APPLICANT
c_ Art'-S ,'3 14 a PLAN CHECKER
PLAN CHECK NO: __.?'-----'-'-t_-_ _,_7_2____,:...7 ___ S_E...;...T __ : __ 7_L_--__ B~~~E COPY
A ~ 1 ODESIGNER
PROJECT ADDRESS : _...;..:Z....;.._7:::;._.::'i~'i __ ...:;L'--'--(:S __ /--<_£_,t. _ _. .......... v_tJ;;;;._...;;..f...v'_.;;_,<I,, ~ /0 8
PROJECT NAME: __ -f_ __ _.f=-------------
D
D
0
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The plans transmitted herewith have been corrected where
necessary and substantially comply with the .jurisdiction's
building codes.
The plans transmitted herewith will substantially comply
with the jurisdic~ion's building codes when minor deficien-
cies identified .l3d"l..oc..J are resolved and
checked by building department staff.
The plans transmitted herewith have significant deficiencies
identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
The check list transmitted herewith is for your information.
The plans are being held at Esgil Corp. until corrected
plans are submitted for recheck.
The applicant's copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
O The applicant's copy of the check list has been sent to:
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
been completed. Person contacted: ,0,<h.J (,,A...J4qr& ~.$
Date contacted: 7-21-q 'I Telephone i tJ,4 ,_ 1< I~ 81 REMARKS: £~1-~1'1N 1-/tl/!IC. t,L,v,7 -r; /Jd' /J,~covAJCTe,,14#1
(AJo-r Rt1Moi.1~a
By: tJ.L.a-<.> /feurt1""'tSc Enclosures: -----------ESGIL CORPORATION
OGA OcM 0PC
..
DATE:
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619) 560-1468
JURISDICTION: CARLSBAD
OAPPLICANT
.JURISDICTION D PLAN CHECKER
OFILE COPY
OUPS
QDESIGNER
PLAN CHECK NO: 7'.:f -J :2 7 SET: -..L..
PROJECT A.DDRESS: 2 7 9 4' L. o Ke:· J-( Ave #:/og
~ __.I PROJECT NAME: /
D
D
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
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
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.
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:
~;;_,().;....:.4'-'--1v;;;__..c...0_A_'--_7'_c_'· -1....,.·· _5.___ _ _____,f?.__o_/43-=-.;;;o..c.;.xa......a..._.8--=~==-=.3:....3------· ....
t-~ To'"(.. ,.:;. C. ,4 9JP3J
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
been completed. Person contacted:
Date c~,~~~ 0((1-T_e_l_e_p_h_o_n_e_#_l-t_..3_8 __ -~-~-,-0
~ REMARKS: c.kc.,<"CJ-k r.£ Al1a.4 I!$. /590 fl
/ /I cl /) h (A)o7 GS:r/J) 0,A!'<~Ho:,,c;e;; ~ or--1r:::1c,4 Alo~ tU~?',_,11_
By: (;L.. c.z;,u ./-1 ,c;,a,~ c.;; I<,. Enclosures:
ESGIL CORPORATION -----------
CJGA UCM ~ PC
PLAN <EX% IC.: 9t.f -7 2 7
JURISDICTIOH:__,~===-----------
/') A t,_) ,') L 7" C;A°._~ TO:_./..,./ ...... ~-.-· ~'..J----------~~=-------
1/!CJ, &ox
oca:JPANCY: ___ ,<3:._-_'2. _______ _
BUil.DING USE: __ "'"'fB.__.__,.CI"-'-1'_4-'--'/...;..:(..::-. _____ _
l."YPE OF CONSIRUCIIOH: V AJ p
ACICIAL AREA: / 5 90 cp I£
~ AREA: _______________ _
S'l"ORIES: ___ .;:O;;..__,<,,./"---,;;;e:::;--~---------
BEIGBT: ____ _., _____________ _
SPRililLERS: ___ P....__ ______ _
OCCDPAR:r LOAD:_..,.,_S:--"3==----------
RIHARICS: ___________________ _
Date plans received by jurisdiction:
Date plans received by Esgil Corporation:
Date initial plan check completed:
/7 -~
r:;, -I~ -9 'I By: _C_11_i:...;;c..;..;.' ~..;;·_P<-----'' ~;..;.' ~-""'---=·,.,,;..;.· -':,,_
Applicant contact person:
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.
based on the 1991 UBC.
Code sections cited are
The circled· items listed need clarification,
modification or change. All items cust 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.
Io speed up the recheck process, note on this list
(or a copv) where each correction item has been
addressed. i.e .• plan sheet, specification, etc.
Be sure to enclose the marked up list "1.tlen you
submit the revised plans.
LIST NO. 41 CARLSBAD TENANT IMPROVEMENT WITIIOUI SPECIFIC ENERGY ZONE DATA OR POLICY SUPPLEMENTS, 1991 UBC
0
/
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Please make all corrections on the original
tracings and submit two new sets of prints, to:
Esgil Corporation, 9320 Chesapeake Drive,
Suite 1208, San Diego, CA 92123,
{619) 560-1468.
Please make all corrections on the original
tracings a.-id submit t,..·o ne"'' sets of prints, to:
The jurisdiction's building department.
Indicate on the Title Sheet of the plans, the
name of the legal O\,'J'ler and nane 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 a.-id 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.
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.
8/4/92
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On the first sheet of the plans indicate:
Type of construction of the existing building,
present and proposed occupancy classifications
of the reI:Jodel area and the occupant load of
the rel:!Odel areas and the floor ,...here the
tenant ioprovement is located.
Provide a note on the pla.-is indicating if any
hazardous caterials will be stored and/or used
..,ithin the building "''hich exceed the
qua.-itities listed in UBC Tables 9-A and 9-B.
A coz::plete description of the activities n:id
processes that will occur in this tenant space
should be provided. A listing of all
hazardous materials should be included. rne
caterials listing should be stated in a forn
that would make classification in Tables 9-A
and 9-B t'ossible. The building official cay
require a technical report to identify and
deYelop oethods of protection from hazardous
caterials. Section 90l(f).
If control areas are used for exceeding the
exe:::pt amoW1ts 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 "''ithin a building
used for retail/wholesale stores shall not
exceed t,..·o; 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 t."iat this project shall comply with.
Title 24 and 1991 UBC, UMC and UPC and 1990
h'EC.
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).
Indicate the use of all spaces adjacent to the
area being remodeled or improved.
~ Sho· .. any existing fire rated area separation \J ,..·alls, occupancy separation walls, demising
,.,.alls, 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.
2
I·
Identify existing "''al ls to be removed,
existing ... -alls to reoain and proposed new
..,-ails. Identify bearing "''alls, non-bearing
walls, and shear walls.
Show safety glazing in the following
locations, per Section 5406{d):
a. \.nere the nearest edge of glazing is
... -ithin a 24-inch arc of either side of a
door in a closed postion {unless there is
an intervening ... -all between the door and
tJ-1e glazing or if the glazing is 5' -0" or
hig.1-ier above the walking surface).
b. Glazing greater than 9 square feet with
t..~e bottora edge less than 18" above the
floor and the top edge greater than 36"
above t..1-ie floor (unless the glazing is
oore than 36" horizontally a.:ay from
... -alking surfaces or if a cor.iplying
protective bar is installed).
c. Glazing in sho-..·er and tub enclosures
(including "'·indows within 5 feet of tub
or shower floor).
Provide a section view of all new interior
partitions. Show:
(a) Iype, size and spacing of studs. Indicate
gauge for metal studs. Specify
canufacturer and approval number or
indicate "to be ICBO approved".
(b) Method of attaching top and bottom plates
to str..icture. (NOIE: Top of partition
I:rJ.St be secured to roof or floor framing,
tmless suspended ceiling has been designed
for partition lateral load).
(c) Wall sheathing material and details of
attachment (size and spacing of
fasteners) •
(d) Show height of partition and suspended
ceiling, and height from floor to roof
framing or floor framing.
Provide notes and/or details to show that the
floor and 1,,·all finish in toilet rooms are
surfaced 1,,•ith a smooth hard non-absorbent
material extending five inches up the wall.
Similar surfacing shall be provided on the
walls from the floor to a height of 4 feet
around urinals and within water closet
compartments. Section 510(b).
Note on the plans: "All interior finishes must
comply \dth Olapter 42 of the UBC11 • Specify
"Class ______ flame spread rating (minimum) for ____________ "
Note on plan that suspended ceilings shall
comply with UBC Tables 47-A and 23-P.
In buildings having floors and roofs of wood
frame construction, other than dwelling or
hotel occupa."lcies, draft stop the area between
the ceiling and floor above so that no
concealed space exceeds 1,000 s.f. and no
horizontal d:iDension exceeds 60 L.F. (if space
has sprinklers, then 3,000 s.f. and 100 L.F.).
Section 2516(f).
7/8/92
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In buildings having floors and roofs of wood
fraoe construction, other than dwelling or
hotel occupancies, draft stop the area between
the ceiling and roof above so that no
concealed space exceeds 3,000 s.f. and no
horizontal dimension exceeds 60 L.F. (if space
has sprinklers, then 9,000 s.f. and 100 L.F.).
Section 2516(f).
Storage areas exceeding 1000 sq. ft. in
connection "''ith 1,,·holesale or retail sales
shall be separated from the public area by a
one-hour occupancy separation. If the entire
building has an autooatic sprinkler system,
then the occupancy separation need not be
provided. Section 702(c).
An autoi:atic sprinkler system shal 1 be
installed in rooms used by the occupants for
t.1-ie cc::1s...:::iption of alcohol and in accessory
uses "'"here the total area of such unseparated
roor::s a.'id assembly uses exceeds 5000 square
feet. Section 3802(c).
The tenant space and new and/or existing
facilities serving the remodeled area IJUSt be
access i b 1 e to and functional for the
physically disabled. See the attached
correction sheet. Title 24, Part 2.
The width of the required level area on the
side into 1,,·hich doors swing shall extend 24
inches past the strike edge for exterior doors
and 18 inches past the strike edge for
interior doors. Section 2-3304, Iitle 24.
Specify lever-type hardware for passage doors
on floors accessible to the disabled. Section
2-3304, Iitle 24.
If both sexes will be employed and the number
of ecployees exceeds four, provide separate
toilet facilities for men and women. If "both
sexes will be employed and the total number of
employees will not exceed four", and only one
restroom is provided, note the words in
quotation above on the floor plan. Section
705(c).
A ______ -hour occupancy separation is
required between, _______ occupancy and
the ______ occupancy. Iable 5-B.
Ducts penetrating occupancy or area separation
,,:alls IJUSt have fire dampers. Section 4306
(j).
In areas where the occupant load exceeds __ ,
t"''O exits are required. See _______ _
Table 33-A.
Provide an exit analysis plan (may be 8 1/211 x
11" or any convenient size).
Exits should have a mini.cu::! separation of one-
half the caximum overall diagonal dimension of
the building or area served. Section 3303(c).
3
The. oaximum number of required exits and their
required separation C1Ust be maintained until
egress is provided from the structure. Section
3303(a).
Rooms -ith core than 10 occupants may have~
exit through 2-ru! adjoining room. Revise exits
to COI:J?ly. Section 3303{e).
fu\ Exit signs are required ...,hene,:er t,..·o e~its ~re <:.:,;/ required. Show all required exit sign
locations. Section 3314 (a).
Sho..., that exits are lighted ,...ith at least one
foot candle at floor level. Section 3313(a).
Sho'W the locations of existing exits from the
building and sho..., the path of travel from the
reIJodel area to the existing exits.
~ Note on the plans: "All exits are to be
(:/ openable from inside ...,ithout the use of a key
/·
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or special kno,..·ledge". In lieu of the above,
in a Group B occupancy, you cay note "Provide a
sign on or near the exit doors reading Trl!S
DOOR IO RE!1AIN UNLOCKED DURING BUSINESS HOURS".
This signage is only allo...,ed at the main exit.
Section 3304(c).
Exit doors should be a minimum size of 3 feet
by 6 feet 8 inches ...,ith a minimum door s,;ing of
90 degrees. Maximum leaf width is 4 feet.
Section 3304(f).
Exit doors should s...,ing in the direction of
egress when serving an occupant load of 50 or
more or -..·hen serving any hazardo~ area.
se::5ion 3304(b). Applies to door(s) ijoAJ7' Fd~~~ ..Ooo~~ ·
Regardless of occupant load, a floor or landing
not more than 1/2 inch below the threshold is
required on each side of an exit door used for
disabled access (may be 111 maximum -..nere not
used for disabled access). Section 3304(i).
Doors should not project more than 7 inches
into the required corridor width -..-hen fully
opened, nor more than one-half of the required
corridor width when in any position. Section
3305(d).
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(h).
Provide panic hard...,are in Group A,E,H-l,H-2,H-3
and I occupancies. Chapter 33.
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 scoke and draft control assemblies or when
equipped with panic hardware. Section
3304(b).
5/28/92
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19·
Corridors must provide continuous protection
to the exterior of the building.
Interruptions by an intervening room is not
pemitted. Foyers, lobbies or reception rooms
constructed as required for corridors are not
considered intervening rooms. Section 3305.
Corridors and exterior exit balconies serving
10 or core occupants must be a minimum 44
inches ,..-ide and 7 feet high to the lo,..·est
projection. Corridors sen·ing .less than 50
occupants cay be a mini.cum of 36 inches in
-idth. Section 3305(b).
l;hen t,...o exits are required, dead end
corridors and exit balconies are limited to 20
feet. Section 3305(e).
Corridors serving 30 or core occupants shall
ha,·e ,..-alls and ceilings of one-hour
construction. Show compliance or clearly show
on plans ,..-hich of the follo,..·ing exceptions has
been satisfied:
a. Corridors greater than 30 feet ,..-ide ,..-hen
the occupants have an exit independent
from the corridor.
b. Exterior sides of exterior exit
balconies.
c. Corridor walls and ceilings need not be
of fire-resistive construction within
office spaces having an occupant load of
100 or less when the entire story in
which the space is located is equipped
with an automatic sprinkler system
throughout and smoke detectors are
installed within the corridor in
accordance with their listing.
d. within office spaces occupied by a single
tenant, partial height partitions -..tiich
form corridors and which do not exceed 6
feet in height need not be fire
resistive, provided they are constructed
in accordance with Section 1705 and are
not more than three fourths of the floor-
to-ceiling height. Section 3305 (g).
Section 3305(g), Exception 5, cannot be used
for non-rated corridors in a fully sprinklered
office space if the occupant load in the space
exceeds 100. ·
Section 3305(g), Exception 5 does not apply to
comon corridors where the corridor serves as
an exit for non-office areas (manufacturing,
-..·arehouse, etc. ) .
Section 3305(g), Exception 5 is applicable
only for corridors on one floor; the corridors
on the lower level(s) must be rated if these
lo,..·er corridors have openings into them from
other levels.
4
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/·
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f·
lf non-rated corridors are used per Section
330~(g), Exe. 5, provide a re~erence to the
corridors on the floor plan, noting:
1. Corridors are non-rated per Section
3305(g), Exception 5.
2. Stioke detectors shal 1 be maximum 30' on
center.
3. Po·.:er s~pply shall be dedicated branch
circuit. Circuit disconnecting means
shal 1 be accessible only to authorized
perso::1nel and shall be clearly marked FIRE
ALAR."i CIRCUIT CONTROL, '.dth a lock-on
device.
If a ten.a.-:t s::ace utilizes Section 3305(g),
Exception 5, d1en that tenant space shall be
separated fro::i adjacent 'spaces by a demising
•.:all co:ist:-i.1cted as for a one-hour corridor
.• ,all.
Clearly she .. · .. ·here the non-rated corridor
system te:n:ii:r.ates and a rated corridor system
commences.
One-hour fire-rated corridors shall have
interior doer openings protected by tight-
fitting sceke and draft control assemblies
rated 20 cinutes, 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 ,,here the door
meets the stop on sides and top. Section
3305(h).
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.
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).
8/4/92
t·
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/·
/
If a rooCJ ,.;ith 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.
If building exceeds t .. •o stories and has an
ele•:ator opening into a rated corridor, show
how the sooke 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 oeeting the provision.
Section 3305(j).
If a second door is provided at the
entry, note that it will be readily
fro::i t..~e car side .. ·ithout a key,
special knowledge or effort. Section
ele'l.·ator
openable
tool or
5106.
New provisions in Chapter 43 of the 1991 UBC
require special treatcent of penetrations at
fire-resistive asse.oblies. Provide typical
details on the plans sho1,·ing how the fire-
resistive integrity 1,•ill be caintained at the
following conditions (Include the
manufacturers' n.a=ies and ICBO numbers (or
equal) for any sealant):
A. IMOUGH-PE.\TIRAIIONS (through the entire
assembly):
1. 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 1.JBC
Standard 43-1, depending on their
locations, sizes and cocbustibility.
2. Fire resistive floor/ceiling assemblies
shall have pe.-i.etrations protected .,..ith
through-penetration fire stops having and
F-rating, T-rating or complying with L"BC
Standard 43-1, depending on their sizes,
combustibility and whether the
penetrations are in walls above.
B. MEMBR.Ah"E-PENETRA'.IIONS (through only one
side of an assembly):
1. 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.
2. 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.
Provide a note on the plans stating
"Penetrations of fire-resistive .. ·alls, floor-
ceilings and roof-ceilings shall be protected
as required in UBC Sections 4304 and 4305".
y
I
Provide evidence of Health Depart.cent approval
(for restaurants or for tenants using X-ray
equipoent). ·
If nonflamcable supply cylinders for medical
gas systems are located inside buildings, show
how they cocply with UBC Section 702(c)4.
ELECDUCAL
/, Sub::iit plan sho..,.ing location of all panels.
@subcit panels schedules.
)Z· Sub,::ii t electrical load calculations
)A· r-Indicate existing rein service size.
Indicate existing total c-.ain service load.
)lf. Indicate new additional leads.
Indicate •.;iring oethod, i.e. ~, netal flex.
-She)-.; exit signs on the electrical lighting
pla.n(s). As per Section 3313 and 3314 of the
1991 l"BC, pro.-ide t..,.o sources of pc·~·er to exit
sig;ns ana euit: illwsw~ieft.
~ ?rcl'l.'ide receptacle ( s) 1,.-i thin ~ units. u'?-iC Section 509.
of h'YAC
~ ?~c,.-id: crultiple s,dtch lighti:lg controls per l.:/ Title L4, ?art 6. Sac. n·o -u / $ l(bJ
Pr<)vide mechanical ventilation in all rooms
capable of supplying a minimum cf 5 cubic feet
per i:linute of outside air ,.:ith a total
circulation of not less tha."l 15 cubic feet per
mitrute per occupant. Section 605 and 705, UBC.
Provide gas line plans and calculations,
sho,dng pipe lengths and gas demands. UPC
Section 1219.
Provide drain, ,.-aste and vent plans.
F::-o'l.·ide ,.,ater line sizing calculations.
Section 1009.
t:PC
De':..ail he;:
caintained.
pr :zing) .
floor drain t::-ap seal is to be
UPC Section 707 (floor drain trap
S:ic·-· ? & T val'l.·e on • .-ater heater and detail
c::-ain line route from P & I vah·e to t.1-ie
ex:ericr. r?C Section 1007(e).
S:ic;.-1/:.." per 12" slope on drain and
li::es. l?C Section 407.
1o.-aste
?::-c.-::.de a drinking fo-:..,tain at each floor
le·.-el in asse:::bly occupa..,cies ( except drir .. l._i:1g
a.,d cini::g establishl:lents). l''BC Section 605.
5cte en t..!'le pla..°'s tr.at new • .-ater closets a.,d
associated f11.!shcoeter ..,.al..,.es, if any, shall
cse no ::i:re th.a.."1 l. 6 gallons per flush a..,d
s::-.all oeet perfc:::-ca.T1ce standards established
ty :he A::lerican Nation.al Sta.,dards Institute
Sta."1clard All2.19.2, and urinals and associated
flushooeter valves, if any, shall use no oore
tha."1 one gallon per flush and shall ceet
perforcance standards established by the
Aoerican National Standards Institute Standard
All2.19.2. H & S Code, Section 17921.3(b).
~ro.-ide co::iplete energy design calculations,
~including all existing design and ne-..: energy
design for this building. See attached non-~ Prc,vide cechanical plans sho,dng existing and
\/ prc,posed HVAC equipment, ducts and access to ~
equipoent. --~ / •
residential energy design checklist.
For reoodels in an existing conditioned space,
she-.; th.at the remodeled space will not cse
core ene::-gy than the existing space or show
t.~e re::iodeled space will conform to latest
energy design standards.
@ Det~il access and working clearances to HVAC )
equipment. E ;,c.,~7,,~" /-1 c.,. $-1" ac.1 M ov <:ff,(),
/:?o"\ Detail disposal of main condensate drainage t..::;,;I frc~m air conditioning units. ('l.)'?-1C Section
510)
Detail overflow (secondary) condensate
dfacha.rge froc air conditioning units that are
in a ceiling space. (UMC Section 1205)
Fire rated corridors are not to be used to
convev air to or from roocs. l:'?-iC Section 1002 ••
(@_ ~/..,4,J ~ s~C2..LI fJACK,4-<:;c,,o
CITY OF CARLSBAD SOPPL™ENT
~o-:f oo-.:..,ted equipoent. cr..ist be screened a..'1d
~~ocf penetrations should be minimized (City
rolicy SC-6).
/,-:-\ No 'I.iring is peraitted on the roof of a l.:::,:I bcilding and wiring on the exterior of a
buildi:.g requires approval by the Building
Official. (City Policy)
Aor ---UA.J /HA, /~I"' I "'f'
u.JAs t~ U~ C~A.J.017,o~~,a ~A~c:.Hou~6 NQ tu tA..J I 7 H / ~
7'."'k:tc (J,Qe) () I -7,. Q liU C IO ),,q ~Ael£' • l 17" Mtt:<7' I(},:: Ho~ er tP,.
6/25/93 6
~ All roof-QOunted equipment shall be concealed
\.::::;I from viev. Provide structural detailing for
the screening.
HI~S
~ Please see additional corrections or remarks
(_J that fol101,•.
1~. Io speed up the recheck process, note on this '._7' list (or a copy) ~here each correction item has
been addressed, i.e., plan sheet, note or
detail nu::iber, calculation page, etc.
/~;) Please indicate here if any changes haYe been \ ___ !} oade to the plans that are not a result of
corrections from this list. If there are ot.~er
changes, please briefly describe theo and ,.,·here
t.~ey are located in the plans.
HaYe changes been made to the plans not
resulting froc t.~is correction list? Please
check.
____ Yes _____ No
'Ihe jurisdiction has contracted ,.,·ith Esgil
Corporation located at 9320 Oiesapeake Drive, Suite
208, San Diego, California 92123; telephone nucber
of 619/560-1468, to perform the plan check for your
project. If you have any questions regarding these
plan check items, please contact. _______ _
d.._..,;(.,,;;...;;cr,_AJ __ _...A---'-.;;:e::l:...1'4:....:...M---'o.::e:;..;../<'.;;:._ _____ .a t Esgi 1
Corporation
Thank you.
Enclosures:
l. _________________ _
2. _________________ _
3. _________________ _
6/25/93
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A.
B.
C.
DISABLED ACCESS REQUIREMENTS FOR REMODELS'
(includini: alterations, structural repairs, additi9ns, tenant improvements and occnf}ancy chani:es)
GENERAL
Full access compliance is required for remodels, including:
I. The specific area being remodeled, (i.e., the "new" work).
2. Existing clements in the palh of travel lo lhc remodeled area.
(a)Parking, (b)Walks, (c)Hazards, (d)Curb Ramps, (c) Ramps,
({)Elevators, (g) Stairs.
3. Entrance lo the remodeled area.
(a)Enlrancc doors, (b)Exil doors.
4. Existing sanitary facilities serving-the remodeled area.
5. Existing drinking fountains and telephones serving the
remodeled area.
REMODELS VALUED LESS THAN $79,1191
When remodels arc valued at less than $79,119, the total access
compliance may be limited lo the specific area being remodeled (i.e.,
"new" work), provided the following conditions arc satisfied:
I. The cost lo upgrade the existing clements (described in A.2,
A.3, A.4 and A.5 above) exceeds 20% of the cost of the
proposed project, and
2. The enforcing agency dclennines that "an unreasonable
hardship" exists (sec the attached Fonn HCA-1, lo be
completed by the applicant), and
3. The plans must still show upgrades to the existing clcmcnls,
but only to the point where the cost lo do so will equal 20%
of the cost of the proposed project. In choosing which
clements to upgrade, the following priority list should be
used: (a) Entrance lo the building (b)Routc of travel
(c)Rcstrooms (d)Public telephones (c)Drinking fountains
({)Other clements, such as parking, alanus, signagc, etc.
REMODELS $79,119 AND HIGHEB,1
When remodels arc valued al $79,119 and higher, access compliance
is required for the specific area being remodeled (i.e., "new" work),
and for the existing clements (described in A.2, A.3, A.4 and A.5
above). Under some circumstances, certain existing clements (such
as restrooms) need only comply with "equivalent facility" provisions in Title
24. This may be granted if the enforcing agency dctcm1incs 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
2. Shopping centers
3. Office buildings 3 stories or more high or more than
3000 square feel per story.
4. 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 docs nol 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. I, A.2, A.3, A.4 and A.5 above.
1Nole: In ddcnnining the value of a remodel, lhc tolal costs of all improvements since January 26, 1992
along the same path of travel must be included ( even if the previous remodels were done by
other tenants). 111c 20-pcrccnt provisions for dctcm1ining if upgrade costs arc disproportionate
and for dctcnning the amount lo spend on upgrades shall he based on this total value. Please
complete the attached declaration fom1 (Fonn DPCC).
DAT! 4/18/94
1Bascd on lhc provisions in Tille 24, l'art 2 of the Califomia Building Code, Effcdivc April I, 1994.
SCOPE:
DEPARTMENT OF STATE ARCHITECTURE-NON RESIDENTIAL
TITLE 24 DISABLED ACCESS REQUIREMENTS
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:
(1) Any building, structure, facility, complex, or improved area, or portions thereof, which are used
by the general public.
(21 Any sanitary facilities which are made available for the public, clients, or employees in such
accommodations or facilities.
(3) Any curb or sidewalk intended for public use that is constructed with private funds.
(4) All existing accommodations when alterations, structural repairs or additions are made to such
accommodations.
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 litle 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:
A.
B.
C.
D.
•
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 31 A:
1. • 1 for each 2 5 spaces up to 100 total spaces.
2. 1 additional space for each 50 spaces for between 101 and 200 total spaces.
3. 1 additional space for each 100 spaces for between 201 and 500 total spaces.
4. For between 501 and 1000 total spaces, a minimum of 2 % of the total number of spaces is
required.
5. For greater than 1000 spaces, 20 plus 1 for each additional 100 spaces.
6. 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 s·o· 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 3107 A(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 3107 A apply to facilities with valet parking, per section
3108A(c).
D. • Accessible spaces shall be located as follows, per section 3107 A(al 1:
1. On the shortest possible route to an accessible entrance when serving a particular building.
2. On the shortest route of travel to an accessible entrance of a parking facility.
OA/t~R/G
Non-Resid1ntial Accns Rtquiramants
Plan Review Correction list
Page 2
April 15. 1994
E.
F.
G.
H.
I.
J.
K.
L.
M.
N.
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 5'0"
loading zone between each 9'0" wide space. Each space is to be a minimum of 18'0" in depth. See
section 3107A(bl1.
NOTE: See Figures 31-18A, 31-188 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 3107 A(b)3.
The maximum slope of parking surfaces in any direction shall not exceed 1/ • per foot (2.083%) per
section 3107.1(b)4. The maximum slope at the passenger loading zone shall n6t exceed 2%.
Parking spaces shall be identified by a reflectorized 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 3107 A(b)2
shall have an additional sign "Van-Accessible" mounted below the symbol of accessibility per section
3107 A(c). In addition, each accessible space is required to be marked with the international symbol of
accessibility.
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 3107 A(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 3107 A(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:
A.
B.
C.
D.
E.
F.
•
•
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 / " lip be beveled at 4 5
2 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 tfie 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.
CA/tJR/G
Non-Residential Acrus R1quir1m1nts
Plan Raview Corraction list
Page 3
April 15, 1994
center-to-center.
NOTE: See Figure 31-23.
G. Locate curb ramps to prevent obstruction by blocked cars per section 3106A(e)9.
H. 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:
A.
8.
C.
D.
E.
F.
G.
H.
I.
J. •
\Valles sloping greater than 1 :20 (5%) must comply with the ramp requirements of section 3307 per
section 3324(c).
Walles 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 1/ • per foot for distances not to exceed 20 feet.
Abrupt level ch~nges shall not exceed 1/ • along any accessible route. When changes do occur, they shall
be beveled with a slope of no greater th!n 1 :2. level changes of 1 / • or less may be vertical. Note: If level
changes exceed 1 / •• they must comply with requirements of cufb ramps.
At each gate or d6or, 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 so· 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 1
/ • in the direction of travel per section 3324(b).
Provide 36" wide detectable warning material at the 6oundary between walkways and vehicular ways.
Material shall comply with criteria of section 3325A(cJ1, 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.
B.
•
C.
D.
E.
F.
G.
H.
I. •
J.
K.
•
L.
M.
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 1 / • per foot (2 %) per section
3324(a)3. If the enforcing agency finds that an unreasonable hardship exi;ts, then the maximum cross
slope may be increased to a maximum of 1/ • per foot (4%) for distances not to exceed 20 feet.
Ramp surfaces shall be slip resistant, per sehion 330719}.
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.116.
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%), handrails are required at each side, per section 3307(e.1 ).
Handrails shall be 1 ¼ • to 1 ½ • in cross section and placed a minimum of 1 ½ • 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.
3. Have 12· extensions beyond the top and bottom.
4. Ends shall be returned.
If ramp exceeds 1 o·o· 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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April 15, 1994
ENTRANCES AND CIRCULATION:
A. • All entrances and exterior ground level exits shall be made accessible. per section 3301 (h).
B. • 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.
B.
C.
D.
E.
F.
G.
H.
,.
J.
•
•
Per section 3304(0. every required passage door shall have a minimum 32" clear width.
Door hardware shall be of the lever or push type and mounted 30" to 44" above the floor, per section
3304(c. 1).
Per section 3304(i. 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 1/ • lower than the threshold of the doorway.
Note: An exception is permitted for exterior landings, whi6h may slope up to 1 / " per foot (2 %) in any
direction, for surface drainage, per section 413. 4
Per section 3304(c. 1), all hand-activated door opening hardware shall meet the following requirements:
1. Shall be centered between 30" and 44" above the floor.
2. 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.
3. Locked doors shall exit in the direction of travel.
The lower 1 o· 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 1 o·
high smooth panel on the push side of the door.
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.
The width of the level area, on the side to which a door (or gate) swings, shall be as follows per section
3304(i.1):
1. Extend 24 • past the strike edge of the door for exterior applications.
2. Extend 18" past the strike edge of the door for interior conditions.
3. Extend 12" past the strike edge on the push side if door has latch and closer .
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.
Maximum effort to operate doors shall not exceed 81
/ pounds for exterior doors and 5 pounds for interior
doors. Such push or pull effort shall be applied at rigtft 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(i.2) 1.
Per section 3304(i.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:
A. 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.
B. 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" ( I 1 "l above the
DA/NR/C·
Non-Rasidantial Accus Requirements
Plan Review Correction list
Paga 5
April 15, 1994
surface of the walk or sidewalk. c. 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".
D. 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.
E. 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 1/ ". Exposed edges of carpet shall be fastened
to floor surfaces and have trim along the entire edge of the ~xposed edge and trim shall comply with the
requirements for changes in level.
STAIRWAYS AND HANDRAILS:
A. Handrails are required on each side of stairs, per section 3306 (i.1 l 1 .
B. • Handrails shall be located 34" to 38" above the nosing of the treads.
C. Handrails shall extend a minimum of 12" beyond the top nosing and 12" plus the tread width beyond the
bottom nosing.
D. • The handgrip portion of handrails shall not be less than 11 / • nor more than 11 / " in cross sectional
dimension or the shape shall provide an equivalent gripping Jurface. The handgrip2portion shall have a
smooth surface with no sharp corners.
E. • 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.
F. 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 3105A(e)3. The sign shall be
located approximately 5'0" above the floor landing and readily visible when the door is open or closed.
G. The upper approach and the lower tread of each stair shall 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.
H. • Tread surfaces shall be slip resistant and sinooth, rounded or chamfered exposed edges and no abrupt
edges at the nosing. Nosing shall not project more than 11 / • past the face of the riser above. Risers shall
be solid (open risers are not permitted). 2
I. • Per section 3306(i.1)2F, handrails projecting from a wall shall have a space of 11/ " between the wall and
the rail. Handrails may be located in a recess maximum 3" deep extending at leatt 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 l, in buildings two or more stories in height, served by elevator[sl, all
elevators shall comply with the requirements contained in Chapter 51 of Title 24.
A.
B.
C.
D.
•
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 ( • / l 1 / • under normal loading and unloading conditions. The
clearance between the car platform sill and the ~dge of the hoistway landing shall be not greater than
11
/ •• 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 hoist way 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
Non-Residential Access Requirements
Plan Review CoITection list
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April 15, 1994
panels, shall be not less than
a. 80" by 54 • (for center opening doors).
b. 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.
E. A handrail shall be provided on one wall of the car. preferably the rear. The rails shall be smooth and the
inside S'Jrface at least 11
/" clear of the walls at a nominal height of 32" from the floor. Nominal = ( -, )1 ".
F. Call operation buttons2 shall be within 3'6" of the floor. See section 5103(d.1 )8 for additional
requirements.
G. • 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.
H. 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.
8.
C.
D.
E.
F.
•
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.
See exceptions to section 3105A(b)1. regarding the requirements for equivalent facilitation under
unreasonable hardship.
(1) Accessible sanitary facilities must be usable by a physically disabled person within a reasonable
distance of accessible areas.
(2) Equivalent facilitation would provide for either a lateral or front transfer toilet stall.
NOTE: See Figure 31-1 C.
(3) Doors shall have a clear and unobstructed opening of at least 30".
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.
Where facilities are to be used solely by children, the specific heights may be adjusted to meet their
accessibility needs per section 3105A(b)1.8.
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.
Doorways leading to mens sanitary facilities shall be identified by an equilateral triangle 1 / • thick with
edges 12· long and a vortex pointing upward. Women's facilities shall be identified by a·circlt 1
/ • thick,
12" in diameter. Unisex facilities shall be identified by a circle with a triangle superimposed on thi circle
and within the 12w diameter. The required symbols shall be centered on the door at a height of 60". See
section 3105A(b)1.D. 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.
8. Per section 3105A(b}3.A.(ii}, a water closet fixture located in a compartment shall provide the following:
1.. A minimum of 28" clear space from a fixture or a minimum of 32" wide clear space from a wall
at one side.
2. 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).
3. 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
Non-Residential Access Requirements
Plan Revi1w Correction List
Page 7
April 15, 1994
located at the end (and 34" when located at the side). See section 3105A(b)3.A.(iii).
o. 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 J2C. 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 (al and (bl. Doors are not permitted to encroach into this space.
B. Tne 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.
B.
C.
D.
In new construction, water closets in accessible restrooms shall meet the following requirements per
section 5-1 502:
1. The height of the water closet seat shall be between 1 7" and 1 9 •.
2. The controls shall be operable with one hand and shall not require tight grasping, pinching or
twisting of the wrist.
3. The controls for flush valves shall be mounted on the side of the toilet area and be no more than
44 • above the floor.
4. The force required to activate the controls shall be no greater than 5 pounds of force.
5. In alterations where the existing fixture is less than 15" high, a 3• seat shall be permitted.
Urinals in accessible restrooms shall meet the following requirements per section 3105A(h)4. and 5-1503:
1. The rim of at least one urinal shall project 14 • from the wall and be located 1 7" maximum above
the floor.
2. The force required to activate the flush valve shall be a maximum of 5 pounds cf force.
3. The control mechanism shall be located a maximum of 44" above the floor.
4. A minimum of 30" x 48" clear floor space shall be provided in front of the urinal.
Lavatories shall comply with the following requirements per section 3105A(b)4.A., 3105A(h)4. and 5-
1504:
1.
2.
3.
4.
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.
5. If self-closing valves are used, they shall remain open for at least 10 seconds.
Showers and shower compartments shall comply with the requirements of sections 5-1505 and
3105A(b)5. and 6:
1. Compartments shall be 42" in width between wall surfaces and 48" in depth with an entrance
opening of 36" minimum.
2.
3.
4 .•
5.
6.
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
2 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 1
/" per foot in any direction.
The floor surface shall be of Carborundum, grit faced foe or of material providing equivalent slip
resistance.
A folding seat located on the wall opposite the controls and mounted 1 8 • above the floor shall
be provided.
O.A/N~/G
Non-Rasidsntial Attus R1quir1m1nts
Plan R1vi1w Correction list
NOTE: See Figure 31-2A.
Paga 8
April 15, 1994
7. The soapdish shall be located on the control wall at a maximum height of 40" above the shower
floor.
8. Showers in all occupancies shall be finished as specified in section 31 OSA(b)S to a height of not
less than 70" above the drain inlet.
9. 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.
1 O. 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, 3i-9A and 31-9B.
F. Grab bars shall comply with the following per section 3105A(b)3.C.:
1. 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".
2. Grab bars at the side shall be located 15" to 161/" ( I 1 ") from the center line of the water closet
stool and be at least 42" long with the front end ~osit1oned 24" in front of the stool. Total length
of bars at the back shall not be less than 36".
3. The diameter or width of the grab bar gripping surface shall be 1 1 / " to 11 / " or the shape shall
provide an equivalent gripping surface. If mounted adjacent to a wall,4the spa~e between the wall
1 and the grab bar shall be 1 / ".
4. See section 3105A(b)3.C.(iiif for structural strength requirements.
NOTE: See Figures 31-1A, 311 B, 31-1C, 31-2A, 31-9A and 31-9B.
G. • Per section 3105A{b) and {cl, 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. ·
I. 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 31 OSA(dl 1:
1. Water fountains shall be located completely in an alcove or otherwise so positioned so as to not
encroach into pedestrian ways.
2. The alcove in which the water fountain is located shall not be less than 32" in width and 18" in
depth.
3. See section i 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(dl2:
1. 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.
2. 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 shall not impede approaches to telephones by people who use wheelchairs.
3. If telephone enclosures are provided, they may overhang the clear floor space required. See
Non-Residential Access R1quir1mants
Plan Raviaw Correction List
Paga 9
April 15, 19S4
Figures 31-4 (al, (b), and (cl. If enclosures protrude into walls, halls, corridors or aisles, the cord
from the handset shall be at least 29" long.
4. 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 31-5D. 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.
5. 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, inciuding 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 1 8 dbA above
normal.
6. 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.
7. • 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.
8. 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 (al, (bl, (cl and 31-5A, C and D for required specific dimensions.
DA/NR/G
REMODEL OR TENANT IM?ROVE~ENT CONSTRUCTION VALUATION
·.The Building Official is mandated by St~te law to deter~ine the value
of work proposed in each application for a Building Permit. The value
to be used, shall be the total value of all construction work for which
the permit is issued as well as all finish work, painting, roofing,
electric3l, plumbing, heating, air conditioning, elevators, fire exting-
uishing systems and any other per~anent equip~ent. Unifor~ Building
Code Section 304 (a)
***«*******************************************************************
APPLICANT ?LEASE COM?LETE
SITE .;DDRESS ?LAN CrECK NO. --------------------
DES CR I? TIO N 02 ?RO?OSED ~ORK ----------------------
ARE.; O? 0 REMODEL ------------------0 TENA.NT I!·l?ROVE!·E~T ------------0 .h.DDITION -----------------
PRO? OS ED WORK INCLUDES:
NEW SUS.PENDED CEILING D YES D NO
-, NEW Ev.;c D YES D NO
NEW FIRE SPRINKLERS D YES D NO
NEW PARTITIONS D YES D HO
NEW PLUMBING D YES D NO
NEW ELECTRICAL D YES D NO
H~.S A CONTRACTORS ESTIM..~TE BEEN REC:C:IVED FOR T3E PRO?OSED h'ORK? [ ]YES [ ]NO
ITEMIZED COST ESTIM.~TE IS ATTACHED ( ] YES ( ) NO
I CERTIFY THE VALUE OF ALL PROPOSED CONSTRUCTION WORK COVERED BY THE
PERMIT APPLICATION INCLUDING: ALL STRUCTURAL WORK, FINISH WORK, PAINT-
ING, ROOFING~-ELECTRICAL, PLUMBING, HEATING, AIR CONDITIONING, ELEVATORS,
FIRE EXTINGUISHING SYSTEMS, AND ALL PERM.;NENT EQUIPMENT IS:$ .
THIS VALUE IS BASED ON:
0 DESIGNER'S ESTIM.~TE
0 CONTRACTOR'S ESTIM..~TE
0 OTHER, DESCRIBE BASIS -----------------~ :
THE ABOVE INFORMATION IS TRUE AND CORRECT
0 APPLICANT D DESIGNER
0 CONTRACTOR
**********************************************************************
PLAN CHECKER USE ONLY
THE VALUE: IS ACCEPTABLE O YES D NO
AN ITE~IZED COST BREAKDO~N IS REQUIRED TO CONFIRM THE ESTI½ATED
CONSTRUCTION VALUE. 0 YES O NO
BY: ------------------
DATE: ------------------
4/22/85
Page 1 of 2
REMODEL OR TENANT IMPROVEMENT INFORMATION FORM
Plan File No. ________ _ Jurisdiction ____________ _
Project Address _____________________ _ Date ____________ _
REMODEL OR TENANT IMPROVEMENT BUILDING CODE INFORMATION REQUIRED PRIOR TO PLA.~ SUBMITTAL
In order to cc::::iplete a plan review of a remodel or tenant improvement within an existing
building it is necessary that the information in lines 1-11 be provided or the approved
plans be provided for the existing building.
**************·················~········******•••••••••••••••**************************
1. Circle the existing type of construction for this building:
I, II-FR., II-lhr., II-N, III-lhr., III-N, IV, V-lhr., V-N
2. Does this building have fire sprinklers throughout? Yes Uo
3. Does the proposed project create a change in use or occupancy classification?
Yes No
Describe the previous use of the project area
Describe the proposed use of the project area
4. Existing Building Area. ___________ Improvement Area _________ _
S. How many stories are in this building? ____________________ _
What story is the improvement on? ___________ , ____________ _
6. Does this project involve alterations to:
Existing fire walls Yes No
Existing floor or roof loads Yes No
Existing building structure Yes No
Existing HVAC equipment Yes No If •YEs•, see #10 below
Existing electrical service loads Yes No
Existing Lighting Yes No If •YEs•, see #10 below
7. What is the approximate date that construction of the existing building was
permitted?
8 • ENERGY CONSERVATION
Which of the following were checked and approved for Title 24 Energy
Conservation at the time the original building ~-as approved:
Building envelope
Area lighting
Yes
Yes
No
No
HVAC equipment
Water heating
Yes
Yes
No
No
Will the proposed project significantly alter any element that was approved?
______ Yes, ------'No If •YEs•, see #10 below
9. HANDICAPPED ACCESS FACILITIES
Which of the following has been approved for compliance with the
handicapped access standards of Title 24, CAC:
Parking & access to the building Yes No
Building stairs & elevators Yes No
Building entrance doors Yes No
Existing public restrooms Yes No
9/17/93
Page 2 of 2
10. ENERGY DOCUMENTATION
Remodels to existing conditioned spaces require that a certificate of
compliance form be completed, signed and imprinted on the plans.
Additionally, if the building envelope, lighting or HVAC equipment are
to be altered or added, appropriate State required documentation must be
submitted.
11. PLA."qS
a. Plans shall clearly show all demolition and new construction proposed.
b. Plans shall clearly show exit systems, fire rated construction details,
occupancy requirements, handicapped access provisions and other
requirements necessary to show the work will comply with adopted codes and
ordinances.
c. If structural revisions or increased live or dead loads are proposed the
structural plans, details and calculations shall be provided and shall be
signed by a California licensed engineer or architect.
d. If electrical system revisions or increased electrical loads are needed
provide electrical plans and specifications showing location of panels,
panel schedules, existing service size, existing building load, additional
loads, wiring method, exit signs and emergency lighting when required.
e. If plumbing revisions or additions are proposed provide plumbing layout,
details and specifications. Include sizing calculations when necessary
to justify pipe sizes.
f. All sheets of the plans are required to be signed by the responsible
designer.
Information is provided by ________________________ _
Title ____________________________________ _
Dates Jurisdiction. __ CAR __ LS_B_A_D __ _
VALUATION AND PL.AN CHECK FEE
a Bldg. Dept.
0 Esgil
PLAN CHECK NO. yf-l z 7
BUILDING ADDRESS 2.? 9''-1 Lot;a,t,, Ava 4-J~s z # /08
APPLICANT/CONTACT /)r:iiN tA.JA(.. .,-CJtf.. c; PHONE NO. '-/ 3 8 -G G /0
BUILDING OCCUPANCY ,<$ -2. DESIGNER PHONE
TYPE O? CONSTRUCTION /J N ? CONTRACTOR PHO_N_E ____ _
BUILDING PORTION BUILDING AREA VALUATION
\
VALUE
MULTIPLIER -rr /~t::;D '25 .:3'71'5D
I I
I
..
I
I
I
Air Conditionin~
Commercial . @ -
Residential . ta .·
Res. or Comm.
?ire S"Orinklers @
Total Value I I 39 750
I
Building permit re e s _________________ S.____::3=..·_t../.:.____i.·9_· 0_0_
Plan Che ck re e--'S;;...__ _________________ .:::..$ __ ;Z::.....;_.;2.:..:::._7!......!.,,..!../~B-
COMMENTS_:---------------------------
SHEET __ OF
12/ 8 7
u u • ... ... ... • • • Q Q Q ~I I I
~ ~ ~ -N ~ -.w .w .w u u u • • • .&! .&! ..&: u u u
i i i ---Q, Q, Q,
~D
PLANNING a-lECI<llSf
Plan Check No. 94-?Z 7 Address 2-7 qt/ L-c::;/l(#: JI[! W&s,T
Planner __ V_A_N_L_Y_N...;.C_H ______ Phone 438-1161 ext. ----'-43a.,.2_5 ___ _
(Name)
APN: --------------------------
Type of Project and Use /JJDtlti-T(/2Al-7';;lZ -R{:;~11..-~"'°&~
Zone q) W1 Facilities Management Zone -=-.> ___ _
crD(~# ~ ('"""'If,...p_r_op_e_ny,_.,.m-,-c-o-m-pl ..... et·e SPECIAL TAX CALCULATION
WORKSHEET provided by Building Department.)
.J.nend
Item Complete
Item Incomplete -Needs your action
1, 2, 3 Number in circle indicates plancheck number where deficiency was
identified
Environmental Review Required: YES _ NO¼. 1YPE __ _
DATE OF COMPLETION:
Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval _____________________ _
Discretionary Action Required: YES X NO _ TYPE D;N 15 7 fl();JlJ {._ u~ pcJJ,;.,, 1 7
2,t :J<1 ~:So(6J r' I,
APPROVAI./RESO. NO. DATE: ---------PROJECT NO. __ _
OTHER RELATED CASES: ___________________ _
Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval _____________________ _
California Coastal c.ommimon Permit Required: YES _ NO K_
DATE OF APPROVAL:
San Diego Coast District, 3111 Camino Del Rio North, Suite 200, San Diego, CA. 92108-1725
(619) 521-8036
Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval _____________________ _
CJ1J O Inclusionary Housing Fee required: YES _ NO _
(Effective date of Inclusionary Housing Ordinance -May 21, 1993.)
Site Plan:
600
Zoning:
ooo~i0
0 0 0 vv\G
DD D w(v
1.
2.
1.
2.
3.
4.
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, dimensioned
setbacks and existing topographical lines.
Provide legal description of property, and assessor's parcel number.
Setbacks:
Front:
Int. Side:
Street Side:
Rear:
Lot coverage:
Height:
Parking:
Required
Required
Required
Required
Required
Required
__ Shown __
__ Shown __
__ Shown __
__ Shown __
Shown ----
__ Shown __
Spaces Required __ Shown __
Guest Spaces Required __ Shown __
0 ~ Additional Comments Wtf?:,(2= &F: IN Jilt,JQe{) fl(,£[ ~111.S" -NoT o Pt151 ro Pu 73 t..,t c -m ~$'"" &U:JQ w att JUJ rrNrJrC:r,
oK TO rssUE AND ENTERED APPROVAL INTO COMPUTER c/4,tl lyrrl_oATE h-w-r I(
PLNCK.FRM
City of Carlsbad
MGGiU,hh·l•l§·kliiht§hi
July 12, 1994
Kent R. Coykendall
Ashworth Inc.
2791 Loker Avenue West
Carlsbad CA 92008
RE: 2794 LOKER AVENUE WEST -CB94-727
Dear Mr. Coykendall:
This letter is in regards to your proposal to do tenant improvement at 2794 Loker Avenue
West for the purpose of warehousing excess inventory as well as the relocation of the
company store.
The Planning Department has decided to approve the tenant improvements with the
understanding that there would not be any retail sales occurring at the company store.
It is also understood that the dressing rooms and the callout of the "cashier" and
"wrapping" were to be deleted from the tenant improvement plans.
Please feel free to contact me at (619) 438-1161, extension 4430 if you have any
questions regarding the above.
c: Principal Building Inspector
Van Lynch GcW:VL:lh
COVKENOA.LTR
2075 Las Palmas Drive • Carlsbad, California 92009-1576 • (619) 438-1161
July 1, 1994
Mr. Gary Wayne
Assistant Director of Planning
City of Carlsbad
2075 Las Palmas Drive
Carlsbad CA 92009
Dear Gary:
Ashworth
Thank you for your time today. We truly appreciate your understanding of our situation here at
Ashworth.
As .;e discussed, what we are attempting to do is lease 1,600 square feet of additional warehouse space
across the street from our current facilities on Loker Avenue West that will house excess inventory and
our employee store. We are currently using 2,000 square feet for this same purpose in the warehouse of
our corporate offices at 2791 Loker. We are launching a new shoe line this Fall, and we need that current
space to set up our shoe distribution warehousing. As this indicates, we are short on warehouse space.
Our most practical solution is to move our excess inventory warehouse and employee store across the
street.
This new facility will in no way be a commercial operation. We currently have five outlet stores in
operation at outlet malls around the country, including our closest store in San Ysidro, less than 60
minutes from Carlsbad. These are commercial operations open to the public, and we ref er interested
customers to these outlet stores.
The new facility will simply carry on the operation that is currently located in our existing warehouse, and
will serve only Ashworth employees, card-carrying PGA club professionals, and VIP friends of the company.
This same policy is presently enforced at the current location. If people come in that do not meet this
criteria, they are turned away and referred to the San Ysidro store. The company store is only open from
8:00am -5:00pm, Monday through Friday; no evenings, and no weekends. We sell mostly irregulars and
overruns.
The interior of this new facility will remain approximately 70% warehouse, with a 22 foot ceiling and
inventory stored on racks as high as possible. The only signage on the window will simply say "Ashworth,
Inc." No additional traffic will be attracted to the park by the new location of this facility. Employees will
continue to park at our current facilities and simply walk across the street to visit the company store, as
they already do for food service at the existing deli.
As you are aware, we own both buildings on Loker that we currently occupy and would not want to do
anything that would ever detract from the image and value of properties in this area. We are also very
sensitive to the needs of our golf pro shop customers in the area, whose business would be significantly
harmed if we did not severely restrict access to our company store. Therefore, it will always be in our best
interest to maintain the current low profile of this company store.
Once again, thank you for your understanding and consideration of this issue. We look forward to hearing
from you as soon as convenient.
P_¢L
Kent R. Coykendall
Vice-President, Manufacturing and Distribution
ASHWORTH, INC. • 2791 Loker Avenue West• Carlsbad• California• 92008 • Ph/619.438.6610 • Fx/619.438.6657
PLANNING/ENGINEERING APPROVALS
,.
PERMIT NUMBER CB * 1:l 7 DA TE __ 7~½--,~~/2~?.,t-:f: ____ _
ADDRESS ;)_ Jq+ j_,, !;/_e_,e /)vC: u/e:5J ~~d 7S-
RESIDENTIAL
RESIDENTIAL ADDITION MINOR
( < $10,000.00)
TENANT IMPROVEMENT
PLAZA CAMINO REAL
VILLAGE FAIRE
COMPLETE OFFICE BUILDING
OTHER fa-te;e 1(}& ~& /) Cl 0 SJ ¢ -i),,,CffS iA.I &/ ~" ~
/f) ~ /rPJ?t h ~ o(ti A-I h~ /Cc y v1 re E7' _p
PLANNER ___________ _ DATE ______ _
C :\ WPS 1 \FILES\BLDG .FAM Rev 11115/90
• .
TITLE 24 REPORT FOR:
ASHWORTH/LOKER
2788 Loker Ave., Suite 108
Carlsbad, CA
PROJECT DESIGNER:
2 Corporation
5059 Hawley Blvd.
San Diego, CA
(619)284-1047
REPORT PREPARED BY:
Steve Balderrama
Haynal and Company
425 W. 5th Avenue, Suite 201
Escondido, CA 92025
(619) 743-5408
Date: 06/12/94
I
CERTIFICATE OF COMPLIANCE -LIGHTING Part 1 of 2 LTG-1
Project Name: ASHWORTH/LOKER Date: 06/12/94
Address:
Carlsbad, CA
Lighting 2 Corporation Telephone
Desi ner: 619 284-1047
Documentation: Ha al & Co. 619 743-5408
GENERAL INFORMATION
Date of Plans: Buildin Conditioned Floor Area: 1596 sf
Climate Zone: 7
Phase of Construction: 0 New Construction O Addition 0 Alteration
0 Tailored
STATEMENT OF COMPLIANCE
This Certificate of Compliance lists the building features and performance specifications needed to
comply with Title 24, Part 6, Chapter 1 and Title 20, Chapter 2, Subchapter 4, Article 1 of the
California Code of Regulations. This certificate applies only to building lighting requirements.
The Principal Lighting Designer hereby certifies that the proposed building design represented in
this set of construction documents is consistent with the other compliance forms and worksheets,
with the specifications, and with any other calculations submitted with this permit application.
The proposed building has been designed to meet the envelope requirements contained in sections
110, 119, 130 through 132 and 146 or 149.
Please check one:
~ hereby affirm that I am eligible under the provisions of Division 3 of the Business and
Professions Code to sign this document as the person responsible for its preparation; and that I
am a civil engineer, electrical engineer or architect.
0 I affirm that I am eligible under the exemption to Division 3 of the Business and Professions
Code by Section 5537.2 of the Business and Professions Code to sign this document as the
person responsible for its preparation; and that I am a licensed contractor preparing documents
for work that I have contracted to perform.
O I affirm that I am eligible under the exemption to Division 3 of the Business and Professions
Code by Section ____ of the ______ Code to sign this document as the person
responsible for its preparation; and for the follo
PRINCIPAL LIGHTING DESIGNER:
(Lie.#) (Date)
LIGHTING MANDATORY MEASUR S
Indicate location on plans of Note Block for Mandatory Measures:
Note to Applicant: This form is required on the plans for all submittals.
I CERTIFICATE OF COMPLIANCE -LIGHTING
!Project:
ASHWORTH/LOKER
!INSTALLED LIGHTING SCHEDULE
LAMPS
Luminaire T e No.of Watts/
Name I F H Lams Lam
A I 1 45w/ft
B F 2 72
C I 1 175
D I 1 60
IIMANDATORY AUTOMATIC CONTROLS
Control Location
Room#
Wallswitch
Wallswitch
Control
Ident.
$$
$
ii CONTROLS FOR CREDIT
Control Location
Room#
NIA
Control
Ident.
Control Type
Auto time,Etc.
Dual Switch
Sin le Switch
Control Type
(Occ,Daylight,Dim,Etc)
Part 2 of 2 LTG -1 I
II Date:
06/12/941
BALLASTS
T e No.per s E 0* Luminair
NIA s 1.0
NIA
NIA
ii
S ace Controlled
Restroom
ii
Luminaires Controlled
T e #Lumin.
.,
ILIGHTING COMPLIANCE SUMMARY
'
Project:
ASHWORTH/LOKER
IIACTUAL LIGHTING POWER
Lumin.
Name Description
A Halo Miniature Trac
B Lithonia 4' Fluor. Fixture
C Dav-Brite "Olympia Jr"
D Recessed Incand. Downlight
No.of
Lumin.
88
26
2
1
LTG-2
Watts/
Lumin.
45
72
175
60
"Date:
06/12/94
CEC
Default?
Yes
Yes
Yes
Yes
Subtotal
Less Control Credit Watts (Ltg-3)
ADJUSTED ACTUAL WATTS
11
Total
Watts
3960
1872
350
60
62421
62421
jlALLOWED LIGHTING POWER (Choose One Method) ii
OTailored 0 Performance
Nonresidential Compliance Form
Watts
er SF
Watts
er SF
Totals
0
Complete
Bid Area
Area
SF
0
Allowed
Watts
0
Allowed
Watts
Total Allowed Watts I 7833.2
(From LTG-4 or from computer run.)
December 1991
..
ITAILORED LPD SUMMARY and WORKSHEET
II
Project:
ASHWORTH/LOKER
IITAILORED LPD SUMMARY
1. Watts for Illuminance Categories A-D (from below)
2. Watts for Illuminance Categories E-I (from Part 2)
3. Watts for Display Lighting (from Parts 2&3)
I 01 01 01
Public Area Sales Wall Sales Flr
4. Total Allowed Watts (lines 1 + 2 + 3)
PART 1 of 3 LTG-4 I
11Date~6/12
1915.2 I watts
~_5_9_18~! watts
,._ __ 0---'I watts
7833.2) watts
ii
il
IITAILORED LPD -Illuminance Categories A, B, C, and D and Gross Sales Area
A B
Room
Number Task/ Activity
1 Sales Area
2 Restroom
/ Nonresidential Complmnce Form
C
Ill
Cat.
D
C
D
RoomCav.
Ratio
2.45
10.71
Page Total
Bldg Total
E
Floor
Area
1547
49
1596.0
1596.0
F G
Allowed Allowed
LPD
1.2
1.2
December 1991
Watts
1856.4
58.8
1915.2
1915.2
>
ITAILORED LPD SUMMARY and WORKSHEET Part 2 of 3 LTG-4
Ii Project:
ASHWORTH/LOKER 06/12 ii
!TAILORED LPD -Illuminance Categories E2 F2 G2 H2 I and Gross Sales Wall Area I
A B C D E F G
111. RCR Alloted Watts
Task/Activity Cat. (ifE Notes TaskArea AllowedLPD ExF
Floor Display 1547 2.2 3366
Wall Display 1160 2.2 2552
!TAILORED LPD -Public Area Dis~lays
A B C D E F
Throw Mtg. Allotted Watts
Task/Activity Dist Hgt. TaskArea AllowedLPD DxE
TOTALAREAPUBUC DISPLAYS '----~'SF
H
Lumin
A
B
C
A
B
G
Lu.min.
I J K L
Design Watts Allowed
Qty. Watts/Lum IxJ Watts
24 45 1080 3366
9 72 648
1 175 175
64 45 2880 2552
17 45 765
PAGETOTAL 5918 I
5918 I BUIIDINGTOTAL
H I
Desi2n Watts
Qty. Watts/Lum
I
J K
Allowed
Hxl Watts
TOTAL .__ __ O_,I
WATIS
PUBUCDISP1AY AREA '----~' X 0.1 = '-I ____ , MAXIMUMAREAPUBUCDISP1AYS(SF)
I Nonresidential Compliance Form December 1991
ITAILORED LPD SUMMARY and WORKSHEET Part 3 of 3 LTG-4 t
Ii Project: ASHWORTH/LOKER 06/12 II
!TAILORED LPD -Sales Feature Floor Dis:elays I
A B C D E F G H I J K
Throw Mtg. Allotted Watts Desfan Watts Allowed
Task/Activity Dist. Hgt. TaskArea AllowedLPD DxE Lumin. Qty. Watts/Lum Hxl Watts
TOTAL AREA FLOOR DISPIAYS ~--~lsF TOTAL
WATI"S
GROSS SALES FLOOR AREA ~--~I X0.l =I~ --~IMAXIMUMAREAFLOORDISPIAYS(SF)
!TAILORED LPD -Sales Feature Wall Dis~lays I
A B C D E F G H I J
Throw Allotted Watts Design Watts Allowed
Task/Activity Dist. TaskArea AllowedLPD DxE Lumin. Qty. Watts/Lum Hxl Watts
TOTAL AREA WALL DISPIAYS lsF '----------~ TOTAL
WATI"S
GROSS SALES WALLAREA '---------~I X 0.1 = ~' --~I MAXIMUM AREA WALLDISPIAYS(SF)
I Nonresidential Compliance Form December 1991
MANDATORY REQUIREMENTS LIGHTING
LIGHTING MANDATORY MEASURES
1. Each enclosed area shall have independent controls (per Section 131 (a) and exceptions).
2. Lighting shall be uniformly reducible by one half in areas which are greater than 100 sf, exceed 1.2 watts/sf, and have more than one luminaire
(per Section 131 (b) and exceptions; exceptions include lights in corridors).
3. Daylit areas larger than 250 sf shall be separately controlled and uniformly reducible by one half (per Section 131 (c) and exceptions).
4. Separately metered spaces 5,000 sf or greater shall have automatic shutoff controls (per Section 131 (e), no exceptions).
5. Display lighting shall be separately switched on circuits that are 20 amps or less (per Section 131 (e), no exceptions).
6. Exterior lighting controlled from a lighting panel within the building shall be automatically controlled (per Section 131 (f) and exceptions).
7. Pairs of one-lamp and three-lamp fluorescent luminaires shall be tandem-wired where reasonable (per Section 132 and exceptions).