HomeMy WebLinkAbout2724 LOKER AVE W; ; CB930821; PermitB U I L D I N G P E R M I T Permit No: CB930821
Project No: A93n117':1
Development No:
09/15/93 13:44
Page 1 of 1
Job Address: 2724 LOKER I~V WEST
Permit Type: INDUSTRIAL TENANT IMPROVEMENT
Parcel No: 209-081-28-00
Valuation: 52 1 650
Construction Type: VN
Suite:
Lot#:
Occupancy Group: B2 Reference#:
Descriptiont NORTHWEST WATER 2106 SF OFF/WH
619
3914 09/15/93 0001 01 C-PRMT
G¥-~\<S\
02
Status: ISSUED
Applied: 08/16/9j
Apr/Issue: 09/15/93
Entered By: DC
929-9510
FINAJlAPPROVAL ?
INSP. _M_ DATE f&1/2i
CLEARANCE . 7
CITY OF CARLSBAD
2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161
PERMIT APPLICATION -w
City of Carlsbad Building Department
2075 Las Palmas Dr., Carlsbad, CA 92009 ( 619) 438-1161 EST. VAL ,-~;< ~
PLAN CK DEPOSIT d 70
VALID. BY ,i?C
1. PERMIT TYPE DATE --=.....:::.....-r;--:/,""71/-:-e,-:-. -/;-r-1:,--~-::----
A -D COMMERCIAL
B IZJ INDUSTRIAL
C -0 RESIDENTIAL
NEIi
ONEIi
0APARTMENT
0 TENANT IMPROVEMENT
0(1 TENANT IMPROVEMENT
0CONDO 0SINGLE FAMILY DIIELLING 0ADDITION/ALTERATION
2.
OouPLEX 0DEMOLITION
0MECHANICAL 0POOL
0RELOCATJON 0MOBILE HOME 0ELECTRICAL 0PLUMBING
0SPA 0RETAINJNG IIALL OsoLAR OOTHER _____ _
F
LEGAL DESCRIPTION Lots Lot jo..:5 Unit No. Phase No_
3.
Cales
EXISTING USE
Add ceiling & HVAC & change light fixtures
misc. electrical-Affects Approximately 2,000 sf.
BLDG. sQ. nG.Approx. t@; ilOi sf. # oF sroR1Es 1 story
CONTACT PERSON
PROPOSED USE
in two rooms/add floor drain and
~~ Facility Solutions
CITY San Diego
AooRESS1565 Hotel Circle So. #380
STATE CA ZIP CODE 92108 DAY TELEPHONE ( 619) 686-8686
SIGNATURE
4. APeLICANT
NAME Fae, l1ty S
D CONTRACTOR
olut,ons
D AGENT FOR CONTRACTOR D OIJNER ~ AGENT FOR OWNER
ADDREss 1565 Hate l Circle So. #380
c1TY San Diego
cITY La Jo 11 a
STATE CA
Li mi tea OWNER
STATE CA
ZIP CODE 92) 08
AooREss 5666 La
ZIP CODE 92037
DAY TELEPHONE ( 619) 686-8686
J 11 0L{SSEE D TENANT o a 1:$ 1vd #139
DAY TELEPHONE 431-7233
6. CONTRACTOR ~~JD M Construction
mY Carlsbad
STATE LIC. #
SIGNATURE
0Es1GNERNAME Facility Solutions
cITY San Di ego
STATE CA
632689
STATE CA
ADDREss 2720 Loker Avenue West, Suite S
ZIP CODE 92008-6606 DAY TELEPHONE 929-9510
LICENSE CLASS --"B __ _ CITY BUSINESS LIC. # l'--'2'--'Q"-'Oa<..4.!..1:..9:..-__ _
TITLE DATE
AooREss1555 Hotel Circle So. #380
ZIP CODE 92108 DAY TELEPHONE ( 619) 686-8686 STATE LIC. # N /A
7. WORKERS' COMPENSATION
8.
Workers' C001)ensation Declaration: I hereby affirm that I have a certificate of consent to self-insure issued by the Director of Industrial Relations,
or a certificate of Workers• Coq:,ensation Insurance by an actnitted insurer, or an exact copy or duplicate thereof certified by the Director of the
insurer thereof filed with the Building Inspection Department (Section 3800, Lab_ C).
INSURANCE COMPANY EXEMPT POLICY NO. EXPIRATION DATE
Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner
so as to become subject to the Workers' C001)ensation Laws of California.
SIGNATURE DATE
OWNER-BUILDER DECLARATION
Owner-Builder Declaration: I hereby affirm that I am exempt from the Contractor's License Law for the following reason:
0 I as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale
(Sec. 7044, Business and Professions Code: The Contractor•s License Law does not apply to an owner of property who builds or improves thereon,, and who
does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building
or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose
of sale.).
0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code:
The Contractor's License Law does not'apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s)
licensed pursuant to the Contractor I s License Law).
D I am exempt under Section ___________ Business and Professions Code for this reason:
(Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure,
prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the
Contractor's License Law (Chapter 9, corTmencing 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 THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY:
Is the applicant or future building occupant required to submit a business pl an, acutely hazardous materials regi strati on form or risk management and prevention
program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act?
DYES ONO
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district?
DYES ONO
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site?
DYES
IF ANY OF THE ANSWERS ,_RE YES, A FIN,_L CERTIFICATE OF OCaJPANCY MAY NOT BE ISSUED ,_FTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS
OF THE OFFICE OF EMERGENCY SERVICES ,_ND THE AIR POLLUTION CONTROL DISTRICT.
9. CONSTRUCTION LENDING AGENCY
hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(i) Civil Code).
LENDER' s NAME N / A LENDER'S ADDRESS
10. APPLICANT'S SIGNATURE I certify that I have read the application and state that the above i nformat; on is correct. I agree to comply with all City ordinances and State laws relating
to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO
,_GREE TO SAVE INDEMNIFY AND l(EEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JLOGMENTS, COSTS AND EXPENSES IIHICH MAY IN ANY WAY ACCRUE AGAINST SAID
CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT -
Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building
or work authorized by such permit is not corrmenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended
or abandoned at any time fter the work is coomenced for a period of 180 days (Section 303(d) Uniform Building Code).
APPL! CANT'S SIGNATURE APPROVED BY:._. ______ _ DATE: ________ _
-
PERMIT# CB930821
DESCRIPTION: NORTHWEST WATER
TYPE: ITI
CITY OF CARLSBAD
INSPECTION REQUEST.
FOR 01/26/94
2106 SF OFF/WH
STE:
INSPECTOR AREA TP
PLANCK# CB930821
OCC GRP B2 ·
CONSTR. TYPE VN
LOT: JOB ADDRESS: 2724 LOKER AV WEST
APPLICANT: JD M CONSTRUCTION
CONTRACTOR:
OWNER:
REMARKS: MH/JERRY/929-9510
SPECIAL ·INSTRUCT:
PHONE:
PHONE:
PHONE:
619 929-9955/l//. /
INSPECTOR V ------------
TOTAL TIME.:
--RELATED PERMITS--
CD LVL DESCRIPTION
PERMIT#
CB900998
SE890094
WDP02094
AS930057
FA930025
·FAD93014
TYPE ·--MECH swow
WOP
ASTI
FALARM
FADD
STATUS
EXPIRED
ISSUED
ISSUED
ISSUED
ISSUED
ISSUED
ACT COMMENTS
19 ST Final Structural
29 PL Final Plumbing
39 EL Final Electrical
49 ME Final Mechanical
.HZ--------------+-----------------------------.. --. -----------------------------""--------------------·---------------.------
***** INSPECTION HISTORY *****
-DATE DESCRIPTION ACT INSP COMMENTS
10159~ Frame/St~el/Bolting/Welding NR TP
093093 Interior Lath/Drywall AP TP
092893 Frame/Steel/Bolting/Welding AP TP WALLS
092893 Underground/Under Floor AP TP U/G TRENCH DRAINS
092893 Rough Electric AP TP WALLS
092793 Frame/Steel/Bolting/Welding NR TP
DATE:
ESGIL C·ORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619) 560-14-68
JURISDICTION-I In_ \ I f
JURISDICTION: . U };,, ~ 00,,C\. PLAN CHECKER
OFILE COPY
0UPS
ODESIGNER
PLAN CHECK NO': 93-62..\ SET: JI[_
PRO'JECT AD-DRESS: I]_ 7 ':2--4 . Lo \<.,e. \ ~\J e . w I
PROJECT NAME: No,-lcX'I \JJcs+ w~t-c, b'(:C,uo T, I,
. . \
~ The. plans. transmitted herewith have been CO·rrected· where m necessary and substantially comply with the .juris.diction's
build.ing codes..
D The plans transmitted herewith will substantially comply
with the jurisdic~ion's building codes when ~inor deficien-
cies identified----------~--are resolved and checked by building department staff;
D. The plans transmitted herewith have significant def~ciencies
: identified on the enclosed" check l.±st and sho-uld be corrected
and resubmitted for a complete recheck.
·O The check list transmitted herewit~ is for your information.
The plans are being held at Esgil Corp. until corrected
plans are submitted for recheck.
0. The aoolicant' s copy of the check list is enclosed for the
jurisdiction to return. to· the applicant contact pers-on.
D· The applicant's copy o-f the check list has been se-nt to:
o·Esgil staff did not advise the applicant contact person that
plan check has been completed. ·
g· Esgil staff did
been completed~
advise applicant that t~e p~an check has
Person contacteq: '.Bt: e/ ,L\-'{)
Da·te con ta·cted: _..::;.9_,).._2:>---1-/__.9 __ ~ __ -_____ ~e 1 ephon e i __ \"--'Y\__,___._c:e....-,;,.fS,.____O .... x ___ 1 ___ _ o REMARKs.:· '· r ' -----------------------------
n
By:()j,ucdDu r_,4cC(l/4 l.h {0
ESGIL CORPORATION v
Enclosures: ----------
0GA ·DcM OPc
-,. ·-'.
::~~~:'' ,;
DATE:
ESGIL CORPORATION-
8/2'2/93 r I
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619) 560-1468
JURISDICTION: CARLSBAD
PLAN CHECK NO: _ 9-=>-e,'2. \ SET: I
PROJECT ADDREss: 2 7 2 4 Loker A\J e. \J.).
PROJECT NAME: N o,:±n We;:,± \ Mo..te:c G '<'Ol&f TI
PLAN CHECKER
QFILE COPY
OUPS
ODESIGNER
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-
cie·s identified · ·. are resolved and
checked by building department staff.
D The plans transmitted herewith have significant deficiencies
identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
II
-.D
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 app~icant·contact person.
II The app{i<?:a,l}t;' s copy of t.he check. list has be~n · s~nt to:
----,--fu~c ....... \ \ ....... ,:;:y-+-·: -__,·-S__..· a_ll,,( ....... ± ....... t=-c:i\._._....s.__· ______ -----.··.
· lSCoS ~ote\ Ci.rcle._ &,, #r2>eo) S,u, 92.lo~
II Esgil staff did not advise·the applicant con~act person that
plan check has been complete~exc.e.?t by ma.\\.
O Esgil staff did _advise appli.cant that the plan check has
been completed. Person cont~cte·a: ___________ _
Date contacted: ____________ Telephone# _______ _
D REMARKS=----------,,,-------------
By:~ll6.::S.J,.::~~~~~~'-r.:f-~~ ESGIL
LJGA DCM
.....
PI.AK aiiXlC H0.:_-..9-""Z:>--....;:~=-2.~\ ___ _
JURISDICTIOH:---'CARLSBAD===-----------
ro: 62.c..1 l\ty SoLu+ (0\S
lSG;,5 H:oteJ C1rcJe, ~o. *-6M
San nleac, CA 92.lo& 01
PRO.nX:'r DAL\
ocaJPAHCY: b-2.
BIJlliJIIIG USE, Offi cvlili..re b.e/T e6-f\ ~
nPE OF CX>NS'.I:RUCTIOH: -tJ .
AC'l.'UAL ARF.A: ___ --=Q.:__.' 1 .... ·o......,.,(a ________ _
~ ARF.A=-------------
S'.l'ORIES: ___________________ _
BEIGBI: _____ .,.._, _ __,. ____________ _
SPRDOO.ERS:_y_e_s __________ .....-
ocaJPAH'I LOAD: ___ t ...... 3 ________ _
REMARKS: __________________ _
Date plans received by jurisdiction:
Date plans received by Esgil Corporation:
Date initial plan check completed:
__ o";;.+-/-"=2.t.;;:.+.0/ ___ 9......,o_B.y:ebuc:k.. \{e)'.)CbV\,\\a_l l l I
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. Code sections cited are
based on the 1991 UBC.
The circled· items listed need clarification,
modification or change. Ai( items .. -must ·be.-.-·
satisfied before the plans will be in conformance
with the cited codes and regulations. Per Sec.
303(c), 1991 Uniform Building Code, the app_roval of
the plans does not permit the violation of any
state, county or city law.
. .
To 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 when you
submit the revised plans.
LIST NO. 41 CARLSBAD TENANT IHPROVDIENT WITHOUT SPECIFIC ENERGY ZONE DATA OR POLICY SUPPLEMENTS, 1991 UBC
' .. ~
Q
I-
/
0
/
/
/
I
---/
·I-
.· ,-,·, ·.,-.-: _,. '
Please make all corrections on the original
tracings and submit two new sets of prints, to:
Esgil Corporation, 9320 Chesapeake Drive,
Suite #208, San Diego, CA 92123,
(619) 560-1468.
P1ease make all corrections on the original
tracings and submit two new sets of prints, to:
The jurisdiction's building department.
Indicate on the Title Sheet of the plans, the
name of the legal o~'!'ler and name of person
responsible for the preparation of the plans.
Section 302(d).
Each sheet of the plans nrust be signed by the
person responsible for their preparation, even
though there are no structural changes.
Business and Professions Code.
Plans and calculations shall be signed by the
california state licensed engineer or architect
where there are structural changes to existing
buildings ·or structural additions. · Please
include the -california license number, seal,.
date of license expiration and date plans are
signed. Business and Professions Code.
Provide the correct address and suite number of
tenant space on the plans. Section 302(d).
Provide a note on the site plan indicating the
previous use of the tenant space or building
being remodeled. Section 302.
When the character of the occupancy or use
changes within a building, the building must be
made to comply with current Building Code
requirements for the new occupancy. Please
provide complete details to show··the building
with comply. Section 502. ·
. UBC Section 304-requires; the Building Official
to determine the total value of all
construction w~rk pr«:>posed 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 copstruction cost
estimate of all worlt proposed.
Provide a plot plan showing the distance from
the building to the property lines and the
location of tenant space (or remodel) 1.-ithin
the building.
8/4/92
.
-.! • .-~-:: '. ·.!
/
0
I
I
On the first sheet of the plans indicate:
Type of construction of the existing building,
present and proposed occupancy classifications
of the remodel area and the occupant load of
the remodel areas and the floor where the
tenant improvement is located.
Provide a note on the plans indicating if any
hazardous materials will be stored and/or used
within the building which exceed the
quantities listed in UBC Tables 9-A and 9-B.
A complete description of the activities ,md
processes that will occur in this tenant space
should be provided. A listing of all
hazardous materials should be included. The
materials listing should be stated in a form
that would make classification in Tables 9-A
and 9-B ;-ossible. The building offic:ial may
require a technical report to identify and
develop methods of protection from hazardous
materials. Section 90l(f).
If control areas are used for exceeding the
exempt amounts of hazardous ma1;erials from
Tables 9-A and 9-B,-they shall be constructed
of not less that required for a one:-hour
occupancy separation. Section 404.
The number of control areas· within a building
used for retail/wholesale stores shall not
exceed two; the nU!!lber of control areas in
buildings with other uses shall not exceed
four. Footnote 1, Tables 9-A and 9-B.
The aggregate quantity of any hazardous
materials "in use" and "in storage" shall not
exceed the quantity listed in Tables 9-A and
9-::B for "storage". Footnotes 2 and 3, Tables
9-A and 9-B.
Provide a statement on the Title Sheet of the
plans that this project shall comply with.
Title 24 and 1991 UBC, UMC. and UPC and 1990
NEC.
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.
Show any existing fire rated area separation
walls, occupancy separation walls, demising
walls, shafts or rated corridors. Identify
and provide construction details for proposed
new fire rated walls.
Specify on the plans the fire ratings of
assemblies to protect penetrations or proposed
openings in existing or new fire walls, floor-
ceiling assemblies or roof-ceiling assemblies.
2
·:y-
I
/
I
I-
.• .. •", .. · : ... ~-. -:..
identify ex.isting walls to be removed,
existing walls to remain and proposed ne\l
walls. Identify bearing ,,;alls, non-bearing
walls, and shear walls.
Show s,a·fety glazing in the following
locations, per Section 5406(d):
a. Where the nearest edge of glazing is
within a 24-inch arc of either side of a
door in a closed postion (unless there is
an intervening -..•all between the door and
the glazing or if the glazing is 5' -0" or
higher above the walking surface).
b. Glazing gre,ater than 9 square feet with
the bottom edge less than 18" above the
floor and the top edge greater than 36"
above the floor (unless the glazing is
more than 36" horizontally away from
walking surfaces or if a complying
protective bar is installed).
c. Glazing in shower and tub enclosures
(including windows within 5 feet of tub
or shower floor).
Provide a section view of all new interior
partitions. Show:
(a)
(b)
(c)
(d)
Iype, size and spacing of studs. Indicate
gauge for metal studs. Speci,fy
manufacturer and approval number or
indicate "to be ICBO approved".
Method of attaching top and bottom plates
to structure. (NOTE: Iop of partition
must be secured to roof or floor framing,
unless suspended ceiling has been designed
for partition lateral load).
Wall sheathing material and details of
attachment (size and spacing of
fasteners).
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 "'all finish in toilet rooms are
surfaced with 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 with Chapter 42 of the UBC11 • Specify
"Class ____ flame spread rating· (minimum)
for------------·" ·
'1lf'. Note on plan that suspended ceilings shall
/ .. comply with ·UBC Tables 47-A and 23-P.
281" In buildings having floors arid roofs of wooi 7· frame construction, other than dwelling or
hotel occupancies, draft stop the ~ea between.
the ceiling and floor above so that no
concealed· space exceeds 1,000 s .f. and no
horizontal dimension exceeds 60 L.F. (if space
has spr~lers, then 3,000 s.f. and 100 L.F.).
Section 25l6(f).
7/8/92
/·
/
In buildings having floors and roof's of wood
frame 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 with wholesale or retail sales
shall be separated from the public area by a
one-hour occupancy separation. If the entire
building has an automatic sprinkler system,
then the occupancy separation need not be
provided. Section 702(c).
An automatic sprinkler system shal 1 be
installed in rooms used by the occupants for
the consumption of alcohol and in accessory
uses where the total area of such unseparated
rooms and assembly uses exceeds 5000 square
feet. Section 3802(c).
Ihe tenant space and new and/or existing
facilities serving the remodeled area must be
accessible 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 which· doors swing shall extend 24
inches past the strike edge for exterior doo.rs
and 18 inches pas.t the strike edge for
interior doors. Section 2-3304, Title 24.
Specify lever-type hardware for passage doors
on floors accessible to the disabled. Section
2-3304, Title 24.
If both sexes will be employed and the number
of employees 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 -,---e--,-----hour occupancy separation is·· · ·
required between. _____ ..,,,.._occupancy and
the _____ occupancy. Table 5-B.
Ducts penetrating occupancy or area separation
walls must have fire dampers. Section 4306 (j). .
In areas where the occupant load exceeds __ , two exits are required. See. _______ _
Table 33-A.
Provide an exit analysis plan (may be 8 1/211 x
1111 or any convenient size).
Exits should have a minimum separation of one-
half the maximum overall diagonal dimension of '
the building or area served. Section 3303(c).
3
/
-··,:·~,:.... . . . ... ~ '
-~ ''~ '! ' '
The maximum number of required exits and their
required separation must be 11111intained until
egress is provided from the structure. Section
330·3{a).
Rooms with more than 10 occupants may have £!lg
exit through~ adjoining room. Revise exits
to comply. Section 3303(e).
Exit signs are required whenever two exits are
required. Show all required exit sign
locations. ·section 3314 (a).
Show that exits are lighted with at least one
foot candle at floor level. Section 33l3(a).
Show the locations of existing exits from the
building and show the path of travel from the remodel area to the existing exits.
Note on the plans: "All exits are to be
openable from inside without the use of a key
or special knowledge". In lieu of the above,
in a Group .B occupancy, you may note "Provide a
sign on or near the exit doors reading DiIS
DOOR IO REMAIN UNLOCKED DURING BUSih"ESS HOURS".
:this signage is only allowed at the main exit.
Section 3304(c).
Exit doors shouid be a minimum size of 3 feet
by 6 feet 8 inches with a minimum door swing of·
90 degrees. Maximum leaf width is 4 feet.
Section 3304(£).
Exit doors should swing in the direction of
egress when serving an occupant load of 50 or more or 1-'hen serving any hazardous area. Section 3304(b). Applies to door(s) ___ _
Regardless of occupant load, a floor or landing not more than l/2 inch below the threshold is
.required on each side of an exit door used for
disabled access {may be 111 maximum where not
used for disabled access). Section 3304(i).
Doors . should not project more than 7 inches
into the required corridor width when fully
opene4, nor more than one-half of the required
corridor-.. width when in -any position. · Section
3305(d). ·
Revolving, sliding and overhead doors are not
permittel:$ as exit doQrs if the occupant load
exceeds 9 or the ex1t door serves a haurdous
area. Section 3304(h)~
Provide panic hardware 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 smoke and draft control assemblies or when
equipped with panic hardware. Section
3304(b).
5/28/92
I·
.. -'".:;:.,
Corridors must provide continuous protection
to the exterior of the building.
Interruptions by an inten•ening room is not
permitted. 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 more occupants must be a minimum 44
inches wide and 7 feet high to the lowest
projection. Corridors serving less than 50
occupants may be a minimum of 36 inches in
width. Section 3305(b).
When two exits are required, dead end
corridors and exit balconies are limited to 20
feet. Section 3305(e). Cc~\t:;Oe, \O(o l:X.C..E.E.V.$ 20.1
Corridors serving 30 or more occupants shall
have walls and ceilings of one-hour
construction. Show compliance or clearly show
on plans which of the following exceptions has
been satisfied:
a. Corridors greater than 30 feet wide when
the occupants have an exit independent
from the corridor.
b. Exterior sides of exterior . exi.t
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 which
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 ~f the occupant load in the space
exceeds 100.
Section.3305{g), Exception 5 does not apply to
common corridors where the corridor serves as
an exit for non-office areas· (manufacturing,
warehouse, 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
lower corridors have openings into them from
other levels.
4
'[ ,.· .,
/·
~-
/
: :. '. =-~ '.,\ .. ~-.·.,.
• > ·:
if non-rated corridors are used per Section
3305(g), Exe. 5, provide a reference to the
corridors on the floor plan, noting:
l.
2.
3.
Corridors are non-rated per Section
3305(g), ·Exception $.
Smoke detectors shall be maximum 30 1 on
center.
Power supply sha·ll be dedicated branch
circuit. Circuit disconnecting means
shall be accessible only to authorized
personnel and shall be clearly marked~
ALAR."! CIRCUIT CONTROL, with a lock-on
device. ·
Ir a tenant space utilizes Section 3305(g),
Exception 5, then that . tenant space shall be
separated from adjacent ·. spaces by a demising
wall constructed as for a one-hour corridor
wall.
Clearly show "'here the non-rated corridor
system terminates and a rated corridor system
commences.
One-hour fire-rated corridors shall have
interior door openings protected by tight-
fitting smoke and draft control assemblies
rated 20 minutes, except openings in interior
walls of exterior exit balconies. Doors shall
· be maintained self-closing or be automatic-
closing by action of a smoke detector per
Section 4306{b). Doors shall be gasketed to
provide a smoke and draft seal where .the door
meets the stop on sides and 1:.op. 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 c9rridors, lobbies, reception or .
~oy~rs cross-hatched on the floor plans.
Provide a complete architectural section of
the corridor, or ext~rior exit balcony,
showing all fire-resistive materials and
details of cons~ction 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 .
/
/
If a room with an exhaust fan has a door
opening into a rated corridor, show how make-
up air will be provided to the room. The door
cannot be undercut, nor can a louver in the
door be provided. Section 3305(h)l.
If building exceeds two stories and has an
elevator opening into a rated corridor, show
how the smoke and draft control provision of
Section 3305(h) will be met. Either provide a
separated elevator lobby or a second door at
the elevator entry meeting the provision.
Section 3305(j).
If a second door is provided at the elevator
entry, note that it will be readily openable
from the car side without a key, tool or
special knowledge or effort. Section 5106.
New provisions in Chapter 43 of the 1991 UBC
require special treatment of penetrations at
fire-resistive assemblies. Provide typical
details on the plans sho.,,,ing how the fire-
resistive integrity will be maintained a1:. the
following conditions (Include the
manufacturers I names and ICBO numbers ( or
equal) for any sealant):
A. THROUGH-PENETRATIONS (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 UBC
Standard 43-1, depending on their
locations, sizes and combustibility.
2. Fire resistive floor/ceiling assemblies
shall have pe,-ietrations protected with
through-penetration fire stops having and
F-rating, !·rating or complying with UBC
Standard 43-1_, depending on their sizes,
combustibility and whether the
penetrations are in "'alls above.
B. MEMBRANE-PENETRATIONS (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
stCips having an F-rating or complying
with U:BC 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 ra·tings required for a 11
penetrations.
Provide a note on the plans stating
"Penetrations of fire-resistive walls, floor-
ceilings and roof-ceilings shall be protected
as required in UBC Sections 4304 and 430511 •
5
-. ·,~ .. '..,
" --', .: ·. ~~ , '
P;ovide evidence of Health Department approval
(for restaurants or for tenants using X-ray
equipment).
If nonflammable supply cylinders for medical
gas systems are located inside buildings, show
how they comply with UBC Section 702(c)4.
Submit plan showing location of all panels.
Submit panels schedules.
Submit electrical load calculations
Indicate existing min service size.
Indicate existing total ~~in sen·ice load.
Indicate new additional loads.
Indicate .,..iring method, i.e. EMT, metal flex.
Show exit signs en the electrical lighting
plan(s). As per Section 3313 and 3314 of the
1991 UBC, provide two sources of power to exit
signs and e.xit illumination.
Provide receptacle(s) within 25' of H\·Ac
units. UMC Section 509.
Provide gas line plans and calculations,
sho.,.·ing pipe lengths and gas demands. UPC
Section 1219.
Provide drain, waste and vent plans.
Provide water line sizing calculations. UPC
Section 1009.
Detail how floor drain trap seal is to be
caintained. UPC Section 707 (floor drain trap
priming).
She_. P & I \·alve on .,.·ater heater and detail
drain line route from P & I valve to the
exterior. UPC Section l007(e).
Shew l/411 per 12" slope on drain and -..·aste
lines. UPC Section 407.
Provide a drinking fountain at each floor
level in assembly occupancies (except drinking
and dining establishments). L"BC Section 605.
Provide multiple s.,.•itch lighting controls per
Title '24, P~
. -Sf'EClFY. Fe.Et:>E~ ~ CoJJ'DUlT Stz.e:$
MEC:L00:00. W ~\.C..H-Se.<Z.\J S Tl-\-E. ~SW 'PM-ll:l-.$
Note on the plans that new water cl(?sets and
associated flushcmeter \·ah·es, if any, shall
use no core than l. 6 gallons per flush and
shall meet performance standards established
by the AI:lerican J\ational . Standar~s Institute
Standard All2.l9.2, and urinals and associated
flushomete~ valves, if any, shall use no more
than one gallon per flush and shall meet
performance standards established by the
American National Standards Institute Standard
All2.l9.2. H & S Code, Section 1792l.3(b) • ..,SSE.. SIJJC:.LE.. LU.le, Ot,,) E.-3
Provide mechanical ventilation in all rooms
capable of supplying a minimum of 5 cubic feet
per minute of outside air with a total
circulation of not less than 15 cubic feet per
minute per occupant. Section 605 and 705, UBC.
:erovide mechanical plans sho.,.·ing existing and
proposed HVAC equipment, ducts and access to
equipment.
Detail access and working clearances to HVAC
equipment.
Detail disposal of main condensate drainage
from air conditioning units. (UMC Section
510) . · ·
Detail overflow (secondary) condensate
discharge from air conditioning units that are
in a ceiling space. (UMC Section 1205) ·
Fire rated corridors are not to be used to .
·convey air to or from rooms. UMC Section
1002.
~
C'\ Provide complete energy design calculations, ~ including all existing design and new energy
design for this building. See at:rsa&.hliild ;um-
ra;ida;;t~ al aitliill'f:lY ;;;i,gs ehee!:l:li!t • .Se..e. ~SL.OW
r<· For remodels in an existing conditioned space,
show that the remodeled space ...-ill not use
more energy than the existing space or show
the remodeled space wi_ll conform to latest
energy design standards.
CITY OF CARLSBAD SUPPI»!ENT
~ Roof ~ou.,ted equipment must be screened and l..:::::.::,,J roof penetrations should be minimized (City
Policy 80-6).
C\ No ,,:iring is permitted on the roof of a v:;;; building and •,:iring on the exterior of a
building requires approval by the Building
Official. (City Policy)
6/25/93 6
~~t4~~~.t'.:YL~:-:>'· ,::~-::: -· .. · ~ --.. · ---· ---~-_ .. :. ._ . .
. ·ir)I.: Jill. ro~f-mounted equipment shall be concealed
/ from· view. Provide structural detailing for
the screening.
KISCEI..LAM!WS
~ Please see additional corrections or remarks l..::::;J that follow.
;.;-;:;;\ Io speed up the recheck process, note on this
\::;_:;I list (or a copy} where each correction ite.m has
been addressed, i.e., plan sheet, note or
detail number, calculation page, etc.
C\ Please indicate here ii a?)y changes have been '0-i::iade to the plans that are not a result of
corrections from this list. Ii there are other
changes, please briefly describe the.m and where
they are located in the plans.
HaYe changes been made to the plans not
resulting from this correction list? Please
check.
___ Yes ___ -,.-No
The jurisdiction has contracted with Esgil
Corporation located at 9320 Chesapeake Drive, Suite
208, San Diego, Galifornia 92123; telephone number
of 619/560-1468, to perform the plan check for your
project. If you have any questions regarding these plan check items, please contact. _______ _
~l;>__,I} ....... u.c..~k=-----ble~i\~<l.-e: .... :on ..... a~I I _____ .at Esgil
Corporation · '
Thank you.
Enclosures:
l. _________________ _
2--------------------3. _________________ _
6/25/93
·, . ~ --" -=--, :,
.-.. '. ~ . : -~ -
7
' .. : .t ·-~ •
TITLE 24 HANDICAPPED ACCESS CORRECTION LIST
Jurisdiction · CARLS f>AD
Plan Check No. .93-62. I
References to section numbers with prefix 11211 are to Title 24, California Code of Regulations, Part 2
{California Building Code). Prefix 11311 is for Part 3 (California Electrical Code). Prefix 11511 is for
Part 5 (California Plumbing Code).
Exemptions claimed for any, item shall be requested in writing and shall include all data needed to
deteI'l!line "unreasonable hardship11 as described in Section 2-422.
SITE DEVELOPMENT 0 HAh"DIOOPED PARKING SPACES_
0 Provide O ll E. handicapped spaces.
2-7l02(b)
Space shall be so located that
handicapped persons are not compelled to
·wheel or walk behind parked cars other
than his/her own. 2·7l02(c)
(;.'\ Parking space shall be a minimum of 9
~ft.x+S ft. with adjacent marked 5 ft.
loading zone. Double space shall be 23
ft. .,..ide. \.fuere a single. space is
provided, the loading/unloading zone
shall be on the passenger side of the
vehicle. 2-7l02(c).
0 Maximum slope of parking surface in any
direction shall not exceed l/411 per
foot. 2-7l02(e).
0 Parking space(s) shall be identified
with the International Symbol of
Accessibility on reflectorized sign
affixed to post or wall, and ~
duplicated on parking surface (symbol to
be 3611x36" and painted at the back of
the parking stall). 2-7102{f)
_. tf.""\ Entrance to parking area ( or at each · · V stall) shall have a sign stating that
unauthorized vehicle(s} parking in
handicapped space(s) may be subject to
tow-away. 2-7l02{f) ..
If covered p~k~g is provided, then a
reasonable p~rtion of the total nuaib~r
of stalls reserved for the disabled
shall also be covered. · 2-7l02_(a)
L Entrances to ~~ vertical clearances
/ • within accessible levels of parking
structures shall be 8 ft. 2 in.· to any structural member, duct or pipe.
2·7l02(g) .
0CURB RAMPS
0 Curb ramps shall be located wherever
pedestrian path crosses curb. (2·
7l03(a)) . . . .
~ Curb ramp shall be 4811 . min. width (2· \Q 7103(b)) with maximum slope of l in 12.
2·7l03(d)
C\ A level 4811 min. depth landing is a required at top of curb ramps over
entire curb ramp width. 2-7103(d)
~If no ianding is provided, the slope of
1....:.1/flared sides shall not exceed 1 in 12.
2-7103(d)
~face is to be slip resistant and a
~~trasting finish from adjacent
sidewalk. 2-7l03(f)
(;"")Border markings shall be 1211 ,.;ide of ~ l/411xl/411 grooves, 3/411 apart, located at
top and sides. 2-7103(h)
QJwALKs
Ta:'isite development and grading shall be
~designed to provide access to primary
entrances and access to normal paths of
travel and where necessary to provide
access shall incorporate pedestrian
ramps, curb ramps, etc. 2-7l0l(a)
/'b:\walks sloping greater than 5% (l in 20)
~must comply with_ ramp requirements of
Sec. 2-3307. 2·3325(c)
rc:\walk width shall be 4811 minimum, and
Ysball have slip-resistant surfaces.
2-3325(a)
-~e maximum cross slope shall not exceed
Y~411 per foot. 2-3325(a)3
(;:"\Gratings are not allowed whenever
Vpossible. 2-3325(b)
~teach gate or door a 6011x6011 level area
Vis required when the gate swings toward
the walk. 2-3325(e)
('g:\A 4811x4411 deep level area is required
~when the gate swings away from the walk.
2·3325(e)
~ A 2411 clear space is required at strike ~ side of gate or door. 2-3325(e) 0 PEDESTRIAN RAMPS
. f"';>A path of travel with a slope greater Vthan l in 20 shall be considered a ramp.
2·3307(a)
~ The maY.imum slope shall be l in 12.
V2-3301(c.1) _
rc":\Toe width shall be 4811 minimum. A
\..:.:./minimum width of 6011 is required where a
ramp serves as a primary entrance to
buildings having an occupant load of 300
or more. Group R Occupancies may be 3611
when the occupant load is 50 or less. 2-
3307(b.l)
~e surface of ramps shall be slip·
~~sistant. 2-3307{&)
0 A 6011 intermediate landing is required
at maximum elevation change of 3011 and
72.11 landing at each change of direction
(over 30 degrees). 2·3307(d.l)
~Landings are required at top and bottom
V-of ramps. 2-3307(d.1)
,~ottom landing shall be minimum of 7211
\;}in the direction of travel. Fig. 2-33-
. llA
~op landing shail be 6011 x 6011 minimu:n.
¼.:!'i-.3307(d.l)
fi.\when · door swings onto top landing,
Vminimum depth of landing required is
door width plus 4211, 2·3307(d.l.)
/".i:'\top landing shall have 6011 min. "'idth
Vwhen door swings onto _the landing, with
2411 on strike side of door at exterior
ramp, or 1811 at interior ramp.
2-3307(d.l)
@Ramp handrails are required on each side
of ramp, "'hen slope exceeds l in 15. 2-
3307(e.l)
fi'\~~'lffl'\ handrails shall be continuous,
\:,:l'i'~~ted 3011-3411 in height above ramp
surface, with 1211 extensions beyond top
and bottom, and the ends returned.
2-3307(e.l)
~drails shall be l-l/411 to 211 cross
\.:/section, spaced minimum of l-l/211 from
wall. 2-3307(e.l)
G A 211 high curb or wheel guide rail
centered 311 ± 111 above ramp surface is
required on both si~es where not
otherwise bounded by walls when the ramp
exceeds 10 feet in length. ·
2-3307(h.l) f SPE~IAL ACCESS L~S . · ..
( Lifts may be provided between levels, in
lieu of elevator, when the vertical
distance bet...,een landings,· structural
I
elevator, structural design and .
safeguards are as allowed by the State
of Califomia, Department of Industrial
Relations, Division of Occupational
Sa..fety and Health. 2-5107(a) .
'Ihe lift platform shall be of sufficient
size to· accomodate a wheelcha.ir
{3011.x4811). 2·5107(a)
I There sh.all be a level and clear floor
• area or landing (60"x60") at ea<;h level
for access to the lift. 2-Sl07(a)
f· HAURDs
/. Provide 8011 headroom from "'alblay
surface to any overhanging obstruction.
2-3326(b)
I
(c.
I·
I
Headroom of
maintained for
etc. 2-522(£)
so"· minimum shall be
walks, corridors, aisles,
Protruding objects with leading edges
between 27" and 80" above finished floor
shall not protrude more than 411 into
walks, corridors, etc. 2-522(£)
Free st.anding objects mounted on posts
between 27 11 and 80" abo\'e the floor may
project a maximum of 1211 • 2-522(£)
Abrupt· changes in level exceeding 411
adjacent to walks, except between walr.s
and adjacent streets or drives, shall be
identified by 611 high warning curbs above
walk surface. 2-3326{a)
"EH'l:RAHCES ARD CIRCOLAI'.IOK
I ENl'RANCES, J;)OORS, VESIIBULES Ah'D CORRIDORS
(
All primary entrances to buildings shall
be accessible to the handicapped.
2-3301(£)
f All required passage doors shall have 3211
clear opening at 90 degrees (3611 door~.
2-3304(£)
( At least one of a pair of doors shall
· meet the minimum 3211 clear entrance width
requirement. 2-3304(£)
~Threshold shall be no higher than 1/211
"-..:.:!above the floor. Edge to be beveled with
a slope no greater than l in 2, if mo~7,
than l/411 • 3.304(i.l) ..S.E=.E 'OET. 7,'A 7
f Exterior le"el landing may slope up to
1/4" per. foot in any direction for
surface drainage. 2-413
I· Door hardware shall be of the lever or
push type, mounted ·?o" to '4411 above the
floor and be operable with a maximum
effort of 8.5 lbs. for exterior doors and
5 lbs. for interior doors. 2•3304(c), 2-
3304(i.2)
f The lower 1011 of the door shall be of
smooth, plane surface (no recess or trap)
except at automatic and sliding doors.
!·
2-3304(i.3)
Building entrance(s) shall be identified
by sign with th~ International Symbol of
Accessibility. Sho~ location on plan.
The symbol shall be a white figure on
blue background. 2-522(b)
/. At turnstile, ~rovide an access gate, 3211
clear width opening, within 30 feet of
turnstile. 2-3304(i.4)
/
There shall be a clear are.a on each side
of door, 6011 deep in direction of door
swing And 4411 deep in opposite direction
of door swing. 2-3304(i.l)
r
(
Width of clear area on the s...,ing side of
the door shall extend 2411 past strike
jamb for exterior doors and 1811 past
strike jacb for interior doors.
2·3304(i.l)
The space 'between two consecutive doors
(vestibule) shall provide a mini.I:ru::l of
4811 clear depth between the open door
and a second closed door.Doors in a
series at a vestibule shall swing in the
same direction, or away from the space
between them. 2-3304{i.l) · · •
I For corridors over
special requirements
( FLOORS
200 feet long, see-
of Sec. 2-3305(b)2 •.
f Floors of a given story shall be a
com:non level throughout or shall be
connected by pedestrian ramps, passenger
elevators, ors pecial access lifts.
2-522(e) r SIAIRWAYS
NO'.l:E: Only applies where disabled access is
provided or required to other levels.
f
f
f r
I
!-
~-
!reads shall have smoot.~, rounded
exposed edges and be slip resista.~t. 2-
3306(s)
Nosing shall not project more than
l-l/2 inches past face of the riser
below. 2-3306(s)
Risers shall be sufficiently solid.
2-3306(s)
Ihe upper approach and lo...,er tread of
each flight of stairs shall be marked
,.,-ith a contrasting colored strip 211 in
width,. 2-3306(r)
On exterior stairs,· each tread shall be
marked as noted above. ,. 2-3306'(r)
Handrails are required on each side of
stair,,·ay. 2-3306
Handrails shall be located '3011 to 3411
above nosing,extend 1211 beyond top riser
and 1211 plus tread. •,ddth beyond bottom
~
, nosing and retw::ned to wall/newel post •
2-3306(j .1).
. h. Handrails shall be l·l/411 to 2" in
gripping cross section and l·l/211 clear
, of -:,·all. 2·3306(j .1)
f· Approved stair,.-ay identification signs
shall be located at each floor level in
all enclosed stairways in buildings two
or more stories in height. The sign
shall identify the stair,,·ay, indicate
whether there is roof access, the floor
level, and the upper and lower terminus
of t.~e stair.,,.ay. The information shall
be presented using raised Arabic nucerals
2..~d raised braille sycbols which confom
to Section 522{b)3. The sign shall be
located approximately 5 feet above the
floor landing itmiediately adjacent to the
door on the strike side. Signs shall
co!:iply •,dth requirecents of U.B.C.
Standard No. 33-2. f. EL-l:V AIORS
a/ Provide clear inside ele-.·ator car
( dimensions as required by U.B.C. Section
5103{d} 6 and Iitle 24 2-5103(d.l).
t
r At least one elevator in buildings 4
or more stories in height: 8011 by
5411, with a 42-inch -side slide door.
Applies only to: ~igh~rise buildings,
A/E/I occupancies, State-owned
buildings, residential care homes,
/.
hotels, motels, apartments and
condominiums.
Elevator in buildings more t.."ian two
stories or buildings where disabled
I·
access is required to upper level(s):
6811 by 5411 , ,.,-ith a minilllum clear door
width of 3611 •
Elevators ot..~er than in {b) above
sen·ing less tha.~ 50 occupa.~ts shall
have a minimum inside platform of 4
feet 6 inches by 4 feet 6 inches a.~d a
minimum clear door width of 36 inches.
Raised Braille markings and Arabic
numerals are required on control buttons
and door jambs. 2-5103(d.l)
SAlillARY FACil.J1'.IFS
(1. l'OILET FACILITIES ACCESS
;i. When located on accessible floors,
/ sanitary facilities shall be made
accessible to physically handicapped.
(2-511.l(a)}
j Door,;ays · shall have 3211 minil:rum clear r· opening width. 2-511,l
r There shall · be a level area with 6011
cl~ depth in the direction of the door
s"'·ing, and a level area with 4411 clea:
depth in opposite direction of door
swing. 2-5ll~l(a)
@MULTIPLE ACCOMMODATION IOILE'I FACILITIES
r.'ii>rovide clear area 6011 d:iameter x 2711
~high -or clear space 56" x 63" x 2711
high. 2-511.l(a)
~Doors (other than handicap compartment)
~are not to encroach more than 1211 into
above mentioned clear space.
2-511.l(a)
/c.)Provide a 2811 clear space bet-..•een water Y closet and fixture or 3211 clear space
bet-..•een water closet and -..•all.
2-511.l(a)
/4"iA 4811 long clear space is
Vfront of water closet.
space is required when
compartment has a side door.
2-511. l(a) .
required in
A 6011 clear
the toilet
Dwater closet ~6mpartment door to provide V 3211 clear width for end entry and 3411
clear. width for side entry. Door to be
self-closing. 2-511,l(a)
@ SINGLE ACCOMMODAI!ON IOILEI FACILIIIES
~ Water closet shall be located 2811 fro:c a \.2. fixture or 3211 from a -..·all. 2-511.l(a)
~ Hin:i.nn!m clear space in front of water \Q closet shall be 4811 • 2-511.l(a)
le.'\ In an existing building, a single V accom::uodation toilet facility may have·a
space 36'1 wide x 48 11 long in front of
water closet. 2-511,l(a) 0 GRAB BARS JJ. WAT.ER CLOSEI
la':\ One at side 42.11 long extending 2411 in V front of water closet; one at rear 3611
long centered on water closet; both
mounted 3311 above floor. Where a tank-
type toilet is used, grab bar may be as
high as 3611 • 2-511.l(a) ·
Bars shall be 1-1/1+11 to 1-1/211 in
diameter with l·l/211 clearance to wall.
2·511.l(a)·
rc7'\ Ba,r fasteners-and mount?,ng support shall ~ be able to withstand 250 lbs./ft. in
bending, shear and tension. .
2-511.l(a)
@wAIER CLOSEI
0 Height of water closet seat shall be 1711
to 1911 above floor. S-1502 ·
r;::"'\ Controls shall be· oper~ble .,,.ith one
\..;;,.;I hand, and shall not require ~ight
grasping, pinching or twisting of the ..,TiSt, 5•1502
fc). Controls for the flush valves shall be
';;;,/ mounted on the wide side of toilet
~eas, no more than 4411 above the floor .•
5-1502
(';"\ The force required to acti;~te controls ';;I shall be no greater than 5 pounds force.
5-1502
~H_.,_:,·-,·!~ • • ~ -<>.~·:: -~ ~ _'}> ~~ :_-:• ~
. ~ ..... ~-·~:.-r·.· ·:: -. ~·-_:·
6URINALS . . . -
(';:\where urinals are provided, the riJD of at V least one shall project 1411 from the -..·all
and be located 1711 maximum above floor.
5-1503(a)
l'b:\ The force required to activate the flush
\Jvalve shall be 5 lbs. maxicum and located
4411 maximum above floor.
5-1503{b)
~Provide 3011 x 4811 clear floor space for
\..:./forward approach. 2-511,l(b)
@uvAIORIES.
fa':\ Provide 3011 x 4811 clear floor space for V fo:n,1a.rd approach. Said clear floor space
may include knee and toe space under
lavatory described below.
2-511.l{b)
l'b°:\Provide clear space beneath lavatories V 2911 high by 3011 wide by 811 deep at top
and 911 high by 3011 wide by 1711 deep at
bottom from front of lavatory (toe
space). The maximum counter surface
height should be 3411 • 5-l504(a)
0 Hot water and drain pipes under
lavatories shall be insulated.
5-1504(b)
~Faucet controls and operating mechanism
\..J(operable with one hand) shall be of the
type not requiring tight grasping,
pinching or twisting of the wrist (such
as lever-operated) and an operating force
not exceeding 5 lbs. 5-l504(c)
(e':\If self-closing valves are used, they
\...../shall remain open for at least 10
seconds. 5-l504(c)
@ TOILEI ROOM ACCESSORIES
0 Mirror bottom edge shall be located 4011
maximum above floor. 2-511.l(b)
l'h:\Toilet tissue dispensers shall be mounted \,Q within 1211 from the front edge of toilet
seat. 2-511.l(b)
/c':',Operating parts of dispensing and
.\:::::'."'disposal fixtures (towels, waste, coin
slots, etc.) shall be within 4011 of
floor. 2-511.l(b) G SANIIARY FACILIIIES IDEN'IIFICA:I:ION
~ doorways leading to sanitary
~f;cilities the symbols to be provided are
1211 Equilateral triangle for men, 1211
diameter circle for women, and 1/4"
thick, centered on door, 6011 high and
contrasting color. Unisex facilities
shall be identified by the circle with
the triangle superimposed within the
circle. 2-511.l(a)
',~,1~i1t,F > /.,)f{YJ!:i:;~:~i;;;::;,,~;f "'}!: ':'"' ,,: ,.,:,:f ~i ~; :f~i:_. •· .. f _,,,.,,, : ..
·~-:-:_,:·Date·,-~~,. : · Jurisdiction CARLSBAD
Prepared bya O Bldg, Dept. C b,\ VALUATION AND. PLAN CHECK FEE o Esgil
PLAN CHECK NO. 9~-BQ..\ -
BUILDING ADDRESS ~1'2.4 Loker A\Je-\JJ,
APPLICANT/CONTACT R, (1 \ lJ]e--$ .$o~4,.t,@SPHONE NO. (oe:,Ct,-e,.(«¢,(e
BUILDING OCCUPANCY e,-:z_ DESlGNER PHONE ------TYPE-OF' CONSTRUCTION V-J.J CONTRACTOR PHONE ____ _
BUILDING PORTION BUILDING AREA VALUATION VALUE ·
MULTJPLIER
T.T 2.l oc..., 2-S ...,~ T) l,.,~.,....,
I
..
"
Air Conditionin~
Commercial .. @ ~
......
~-: ·:~:.: :··
• ., ""t,. •• : ~ .· -Residential . (a ..
Res. or Comm.
Fire· S"Orinklers @
,: T-otal Value 02..r;'"}s r-.,
'
Building Permit fee S _________________ .,._s_4_2.--ei __ , O_D_· _
Plan i;: heck F' ee s $ 1-.1 e,, '2.0 ---=~----,------,.-------------.:._-=:..:....;:;.;_;_..=.;:::;___
COMM£ N TS:...:---------------------------
SHEET l OF t -~ --'--
PLANNING/ENGINEERING APPROVALS
PERMIT NUMBER ...... cs __ ~-~-~----/_
RESIDENTIAL
RESIDENTIAL ADDITION MINOR
( < $10.,000.00,
DATE--,..fo ....... ~-,----=~.3 _____ _
TENANT IMPROVEMENT
PLAZA GAMINO REAL
VILLAGE FAIRE
COMPLETE OFFICE BUILDING
PLANNER .....:l);...1,..tl_J ___ lp,p...w ....... &--.-. ---·----------DATE _7:_ ..... : _z-___.Cf ........ 3 ____ --__
ENGINEER ,£'4£ DATE f{jt,.3
C :\ WP51 \f ILES\BLDG. FRM Rev 1 1 /1 5/90
City of Carlsbad · 93112
. .Fire Department IL Bureau of Prevention
" Plan Review: Requirements Category: Building Plan Check
Date of Report: Tuesday, September 14, 1993 Reviewed by: C. 6u~
Contact Name
Address
City, State
Facility Solutions
1565 Hc;>tel Circle South Ste 380
San Diego CA 92108
Bldg. Dept. No. _93_-_8_2_1 ______ _
Job Name N w WaterGroup
Job Address 2724 Loker --'--'--------------'---Ste. or Bldg. No. ____ _
~ 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 ~ttached, 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.
Fot_Fire Department Use Only
Review 1st~--2nd~-~ 3rd_,____
Other Agency ID
OFD Job# __ 93_1_1_2--'-_ File#_--'---
2560 Orlon· Way • Carlsbad, California 92008 • (619) 931-2121
City of Carls·bad
Fire Department
Gene.ral Comments:
Date of Report: Tuesday, September 14, 1993 . .
Contact Name
Address
City, State
Facility Solutions
1565 Hotel Circle South Ste 380
San Diego CA 92108
93112
• Bureau of Prevention
Bldg. Dept. No. _9_3_-8_21 ___ _ Planning No. ____ _
Job Name N w Water Group
Job Address · 2724 Loker -----------------Ste. or Bldg. No. ____ _
Corridor smoke system to include room 100,101,102,106,
124,118, to the exit. Fire alarm control panel to be located in room 100.
2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121
' -
TITLE 24 REPORT FOR:
NORTHWEST WATER GRP--ENVELOPE
CARLSBAD CA
PROJECT DESIGNER:
RE~ORT PREPARED BY:
DAVID SOSNA
DAVID SOSNA, ENERGY CONSULTANT
1637 EAST VALLEY PARKWAY #106
ESCONDIDO, CA 92027
(619) 489-5778
Job Number: NORlR
Date: 8/31/1993
The COMPLY 24 computer program has been used to perform the calculations
summarized in this compliance report. This program has approval and is
authorized by the California Ener9y Commission for use with both the
Residential and Nonresidential Building Energy Efficiency Standards.
This program developed by Gapel Dodd Associates (510) 428-0803.
Table Of Contents for Title. 24 Report ------------------r------------------
Cover Page .... • .................... -.... , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . l
Table· of Contents . . . . . . . . . . . . . . . . . . . . . . . . ~ . . . . . . . . . . . . . . . . . . . . . . . . . . 2
Form ENV-1 Envelope Certificate of 'Compliance . . . . . . . . . . . . . . . . . . . . . . . 3
Form ENV-2 Envelope Summary ••••••••••••••••••••••••••• 5
CERTIFICATE OF COMPLIANCE (part 1 of 2). ENV-1 page 3 of a ---------------------------~-----------------------------------------------Project Name: NORTHWEST WATER GRP--ENV, HVAC & LTG
Address:
CARLSBAD CA
Envelope
Designer:
Documentation: DAVID SOSNA, ENERGY CONSULTANT
Date: 8/31/1993
Building Permit No
Checked by/ Date
COMPLY 24 User 3102 ---------------------------------------------------------------------------
GENERAL INFORMATION Date of Plans: ______ Bu~.lding conditioned Floor Area: 2020 sf
Building Type: Nonresidential Climate Zone: 7
Phase of Construction: o New Construction o Addition )K°Alteration
Method of Envelope Compliance: Prescriptive -Overall Envelope
STATEMENT OF COMPLIANCE This Certificate of Compiiance lists the building features and performance
specifications needed to c;:omply with Tit.le 24, Part 6, Chapter 1 and Title
20, Chapter 2, Subchapter 4, Arti.cle 1 of the California Code of Regula-
tions. This certificate applies only to building envelope requirements.
The. Principal Envelope Designer hereby certifies that the proposed build-
ing 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 ha~ been designed to meet the envelope requirements
contained in sections 110,. 116 through 118, and 143 or 149 of Title 24,
Part 6, Chapter 1.
Please check one:
O I 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
or architect.
o 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 docu-
ments for work that I have contracted to perform.
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 tnis document as the person responsible for its preparation; and for the following reason: ______________ _
PRI-NCJ:PAL ENVELOPE· DESIGNER
ENVELOPE MANDATORY MEASURES
Indicate· location on plans of Note Block for Mandatory Measures:
CERTIFICATE OF COMPLIANCE "(part 2 of 2) ENV-1 page 4 of 8 ------------------~--------------------------------------------------------Projeqt Name: NORTHWEST WATER GRP--ENV, HVAC & LTG
Documentation: DAVID SOSNA, ENERGY CONSULTANT
Date·: 8/31/1993
COMPLY 24 User 3102 ---~---------------~-------------------------------------------------------
OPAQUE SURFACES Const
AE?sembly Name. Type Location/Comments ---~----------------------~----------------------------------6i' concrete Wall
R-11 Metal Stud Wall
R-19 Roof (R.19.2x8.16)
None
Metal
Wood
FENESTRATION F~ame
Orient Panes Ty-pe Exterior Shade --~--------------------------------------Right (W) 1 None None
OH Glazing Type
N Single Clear
Note to
Field --------
(Mtl)
OVERALL ENVELOPE METHOD Part 1 of 4 ENV-2 page 5 of a, ----------------------------------------~----------------------------------Project Name: NORTHWEST WATER GRP--ENV, HVAC & LTG
Documentation: DAVID SOSNA, ENERGY CONSULTANT
Date: 8/31/1993
COMPLY 24 User 3102" -----------~----------------~-~------------------------------------~-------
WINDOW AREA TEST
A .. Display Perimet,er
B. Gross Exterior Wal'l A;rea
c. Gross Exterior Wall Area
D. Enter Larger of A or B
E. Enter Proposed Window Area
0 • O ft X 6, ft =
1710.0 sf X 0.40 =
1710.O sf X 0.10 =
If Eis greater than Dor less than c, proceed to
for window area adjustment. If not, go to part 2
1. If Eis greater, than D:
D. Maximum Standard Area
N/A
2. If Eis less than c:
c. Minimum Standard Area ------------------------171.0
I
I
'E., Proposed Area
. ----------------N/A =
E. Proposed Area -------------~--80.0 =
o.o sf Display Area
684.0 sf 40% Area
171.0 sf Min Std Area
684.0 sf Max Std Area
80.0 sf Proposed Area
the next calculation
of 4.
Window
Adjustment Factor
N/A
Window
Adjustment Factor
2.1375
-~--------------------~---------------~------------------------------------
SKYLIGHT AREA TEST
Atrium Height
o.o ft
If Height< 55 ft
Standard= 5%
If Height>= ----------+----------standard=
55 ft
10%
A. Gross Exterior Roof Area
I
V
2020.-0 sf X 0.05 = 101.0 sf Standard Area
B. Enter Proposed Skylight Area o.o sf Proposed Area
If tne Proposed Skylight Area is greater than the standard Skylight Area,
proceed to the next calculation for the skylig~t area adjustment. If not got to part 2 of 4.
1. If Proposed Skylight Area> Standard Skylight Area:
Standard Skylight Area -------~--------------N/A I
Proposed Skylight Area
N/A =
Skylight
Adjustment Factor
N/A
OVERALL ENVELOPE METHOD Part 2 of. 4 ENV-2 page 6 of a --------------~-----~--------------~·------------·----------------------------Project Name: NORTHWEST WATER GRP--ENV, HVAC & LTG
Documentation: DAVID SOSNA, ENERGY CONSULTANT
Dc;1te: 8/31/1993
COMPLY 24 User 3102 -------~-------------------------------------------------------------------
OVERALL HEAT LOSS
PROPOSED Adj. STANDARD
Assembly Name Area HC U-Val UXA Area U-Val UXA ---------------------------------------------------------·6" concrete Wall 352 •. 0 15.4 0.752 264.7 261.0 0.690 180.1
R-19 Roof (R.19.2x8.16) 1111.0 2.3 0.05·1 56.9 1111.-0 0.078 86.7
Single. Clear (Mtl) 80.0. N/A 1.270 101.6 171.0 1.230 210.3
6" Concrete Wall 144.0 15.4 O·. 752 108.3 144.0 0.690 99.4
611 .Concrete Wall 792.0 15.4 0.752 595.5 792.0 0.690 546.5
R-11 Metal stud Wall 234.0 2.6 0.189 44.2 234.0 0.189 44.2
R-11 Metal stud Wall 108.0 2-.6 o •. 1a9 20.4 108.0 0.189 20.4
R-19 Roof {R.19. 2x8 .16·) 909.0 2.3 0.051 46.5 909.0 0.078 70.9 ------------Total 1238.0 Total 1258.5
** OVERALL HEAT Loss· COMPLIES PROPOSED UA <= STANDARD UA **
OVERALL ENVELOPE METHOD Part 3 o.f 4 ENV-2 page 7 of 8 ---------------------------------------------------------------------------Project Name: NORTHWEST WATER GRP--ENV, HVAC & LTG
Documentation: DAVID SOSNA, ENERGY CONSULTANT
Date: 8/31/1993
COMPLY 24 User 3102 ----~------------------~----------------------------------------------------
OVERALL HEA':t' GAIN
Glazing
west
WF
1.34
PROPOSED
Area SC H
so.o i.oo-
** OVERALL HEAT GAIN COMPLIES
V -----OHF Total
107.2
Total 107.2
STANDARD
Area RSHG Total
171.0 0.71
Total
162.7
162 .-7
PROPOSED HG<= STANDARD HG**
OVERALL ENVELOPE METHOD Part 4 .of 4
Project Name: NORTHWEST WATER GRP--ENV, HVAC & LTG
Documentation: DAVID SOSNA, ENERGY CONSULTANT
ENV-2 page 8 of 8
Date: 8/31/1993
COMPLY 24 User 3102
-------------~-------------------------------------------------------------
Window Area Adjustment Calculations
Adjusted
Gross Door Window Adjust Window Wall
Wall Name Pir Area Area Area Factor Area Area ----------------------------------------------------------West w 432.0 80.0 2.1375 171.0 261.0
North N 144.0 o.o 2.1375 o.o 144.0
East E 792.0 o.o 2.1375 o.o 792.0
NORTH-STUDWALL N 234.0 o.o 2.1375 o.o 234.0
EAST-STUDWALL N 108.0 o.o 2.1375 o.o 108.0 -----------------------------TOTALS 1710.0 o.o 80.0 171.0 1539.0
Skylight Area Adjustment Calculations
Adjusted
Gross Skylt Adjust Skylt Roof
Roof Name Dir Area Area Factor Area Area ----------------------------------------------------
R-19 ROOF H 1111.0 o.o 0.0000 o.o 1111.0
R-19 ROOF. H 909.0 o.o 0.0000 0.0 909.0 -----------------------TOTALS 2020.0 o.o 0.0 2020.0
SEHT-BY:CtTV CF CARLSBAD 8-10-93 7:52AM J 6194360894-+ 619 296 1838:" 2
I IUI.UI UVUol ltlUl~I ICII_,
· .. . ..,;, SAN DIEGO REGIONAL cf\.
·· .. · HAZARDOUS MATERIALS QUESTIONNAIRE
Management Clvl1lon _
KlD
-
. .
"'
" . . .
""• -.... ~ .. , • fllllll,.. asrm-""" ......... . lffll Con1Ht lflOft Ttltphant •. l
Mark :Lambert 633-1034
&all p l'lan Mal
08
tltt Zip ~an ild
xs,lotlv1 or If 11t1n1 Attntl 4. ,ilfflffllbl1 loffd,
ompreHtd 01tt1 . I, 0,,an10 ,., .... .,
1,mrn~blt or C:1mbu11ibl1 Uquld1 I, O:iddl11,a .
7, l'yrophlrlOI ~C,VOfll'IIDI I, Un1tltbl1 lla11lfYN l1Nv Toxlo or TolClo Mattlilla t. w,1e, ,., .. uvtt , ,.,c,1,aoc1v11
1 i. Corroalvtt ...
14, Other Htalth Harttd•
~oZ+,'UarMRN 'MWfAP _HJAbTH D!f!AflIM•NI • HAZMPQUI MAI1Bf6LI M6N~QIMfNT PIYIIIQNg
: '"' ,,,._., •• any ,JUI, q1111tlont It v••· .,,Aoont fflUlt aonta,, 1M c°"'"" ., 11ft 01,,. H11ardou1 Mat1rlal1 Man•o•mtftf
Olvi,lon, UH lntttrlll AvtnUt, l!lf "611, 1111011go, CA 111-" "H1, Ta111111l'ltnt cttlt Hl•2U2 prior to tM IHuanttt of 1
building ptm,ll, ~ . 0,9 , · JJ e Lu Cc,~
OFPIC~ USI ONLY
0 ~M"f" btmpe
F!!S MAV II! "l!QUlflll!D / ;)O . ~ -~ Oat• Initials D RMflfl l\1q~lt1d
t Oat• ln1tltl1 0 llWft Camplettd
1
Initials
eMI IJli SAN DIJGO c;oum ~e '?.LLVTION iPNJ7'Rb RIDIIUGI ' ' . 11 rr,t tritwtt 10 env ot Ult .,11 1n1eyH, ttP Hl'lt mu11 HnlNt the Air Polull~ Conum 0l1trfct. 1150 Cht11p11lc1 Orfv,, San 01100, OA 92123,
T1l1phon1 ,u,, 114-U01 plfor ,. the IHUWt9' I bulldfnt plftrit. . YU NO . ·
t . c::J CJ WIU the lnrtndtd HO\IDIM IMlal ., u11 ,wy of the equlpmoftt Nlttd tn Ult Unnt ,, Air ,onutlon Control Dletriot llltrmlt Ctttgotl,•, on th, · ,.~., .. tide ,, !Ha fonnt
2, c::J CX1 IANSW!II ONt. Y Ill QUIITION I II Yrt,J WIii Ult Mltet fNlltv ltl looatld wtthln 1,000 fH1 of th, 011ter ~ound1ry of I tohool IIC throu;h
12) 11 ll1ttd In Ille turrtnt Olrttto,Y of lthool 1nd Convnunlty c.n,11 D11tr1ot1, publl1htd by tht Ian 01,~ County Otno, of lduoatlon 1nd
1h1 ourr,nt Clllf1mf1 "1v1t1 lohotl OlrHto,v. tll'Nl.lltcl In 1HONllftOI with pta"4tiona of lduoadon Codt Stodon U 1101
i11,1iy a,,dn'St NIUfl ., bit lnilnHi Cut1MII .. a;n;.
Rolling Water filter membranes and~water
N1mt vf Owntt or Authtrfltf AgtnU
testing the rolled membrane-s.,,~shJpping toClls+oroer:;7·' ·11:)·i ·,
~ ::.~ : S:'j r:;SHR02 1 :.1 OD5
M k L b t ,., ,·,:· -,. ;::-·:1-0v -,.-11 t 19~: ,;;; ,,n aram er ---· ..... -... _ .. -.. ,,,;-;=:.,l'\uguszy:..::.c.<,-'.,....,
s1;n1turt or Own1t or Authorbtd Attntl I dffllfl MM., ,,,_ft· 1i"p1rti,,ry 1h11 11 lhl Ntl tf my W.WIN;t 1ncf~1111i.1tfl r11pon1111 niidi..Jitlifri .,,jhii~
ind torrtol, · .
Oo not wrltt itl,w uii, Int
Oates ______ ._ __ _
FIR! 0!,.A"TMl!NT oc:cu,AMrt c:&MIIPICATtOH,._. -----------------------------., 1SY: _______ ""9' _______________________ 01c1r _____________ _
. Wtm'MOMJIIIIM!TA~am
. COUNTY·M AflCD COUNTY0HMMO APCD
I •• '' ••• I
,
WASTEWATER DISCHARGE. PERMIT
HAZARDOUS MATERIALS (attachment)
re: Part 1, Items 2, 3, 11.
~-----~------------:; -
/
Nitrogen /' Max. 2 each 320 cubic foot cylildars
·-·--
Acetone 3 gal
Conathone DPST11946 NB ro gal
Conathone EN23 1 -2 gal
Ethanol 5 gal
Fuller UR-0330 1 -2 gal
Fuller Filtrapure 1 -2 gal
Fuller UR 3501 A&B 1 ·2 gal
Hct---1 gal
Plt)JmOI ,.t gal