HomeMy WebLinkAbout2770 LOKER AVE W; ; CB940990; Permitt
B U I L D I N G P E R M I T Permit No: CB940990
Project No: A9401392
Development No:
09/14/94 13:04
Page 1 of 1
Job Address: 2770 LOKER AV WEST Suite:
Permit Type: INDUSTRIAL TENANT IMPROVEMENT
Parcel No: 209-100-12-00 Lot#:
8634 09/14/94 0001 01
C-PRMT
02
2813.00
Valuation: 17,413
Construction Type: VN
Occupancy Group: B2 Reference#:
Description: 1200 SF WHSE,TO OFFICE JIF-PAK
Appl/Ownr : CSI
145
SAN
*** Fees Required
Enter Bridge Fee
* BUILDING TOTAL
Enter "Y" for Plumbing
Enter "Y" for Electric
Remodel/Alter Per AMP
* ELECTRICAL TOTAL
Enter 'Y' for Mechanical Issue Fee>
Install Furn/Ducts/Heat Pumps >
* MECHANICAL TOTAL
619
1
Status:
Applied:
Apr/Issue:
Entered By:
432..'..!6677
9.00
;:NSP.~---
ISSUED
08/05/94
09/14/94
DC
·cLEARANCE ------1
CITY OF CARLSBAD
2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161
a ::tt ;; r 3 2.
PERMIT APPUCATION PLAN CHECK NO.
City of Carlsbad Building Department
2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161
i. PERMIT TYPE
ESf. VAL ~ ~
PLAN CK DEPOSIT .i#: / ?l V
VAIID. BY ~C.. DATE ...:.--1?;=1/-,~r--"""7/?',_V' __ _
From Llst 1 (see back) give code of Permit-Type: ----'-\ _,;;+:..;........_ _____ _
For Residential Projects Only: From Llst 2 (see back) give
Code of Structure-Type: _____________________ _
Net Loss/Gain of Dwelling Units __________________ _
2. PRClJECI" INFORMATION
2 Energy Cales O 2 Structural Cales O 2 Soils Report D 1 Addressed Envelope
EXISTING USE
DESCRIPTION OF WORK~ Wl-tSE,. LO
SQ. Ff. # OF STORIES # OF BEDROOMS a. WN IACI PERSON (If different from applican0
NAME (last.name first) ADDRESS
CI1Y \~~ ~ ZIP CODE DAY TELEPHONE
8088 08/05/94 0001 01
C-PRMT
FOR OFFICE USE ONLY
mt o.
PROPOSED USE --s; f -P,/JR
# OF BATHROOMS
4. APPLICANT ,i;:rr.nN IMCIDR O AGENT FOR CON'I'RAC'IUR
NAME (last naiftefilst) ADDRESS
DOWNER O AG£N'I' FOR OWNER
CI1Y s. PROPER1Y oWNf:R
NAME (last name first)
STATE ...._ ZIP CODE DAY TELEPHONE
Net<-M\(')"t""'l. ADDRESS 7-778 l.d::-c2;-f\ve.,. W-es+-
STATEW • ZIP coo'.,, . ...,,,,.,.,.,~ DAY TELEPHONE
02
· NAME (last name first) c 0-:::C:-(;_~\._ ADDRESS i.. ~ q, L\..ee l-+DJ Oro #F'
CI1Y~~ ~l)_f STAnCcc, ZIP CODE q'?l}[)f;, DAY TELEPHONE 4 3 L -;k:,k:::, 7 /
STATE LIC. # LICENSE CIASS CI1Y BUSINESS LIC. #
1rst
CI1Y STATE ZIP CODE DAY TELEPHONE STATE LIC. #
1. WoltRERs' OOM.PENsA'l1oN
Workers' Compensation Declaranon: I hereby afhrm that I have a ceruhcate of consent to self-msure issued by the Director of Industnal
Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified
by the Director of 7 insurer thereof filed w· h the Building Inspection Department (Section 3800, Lab. C).
INSURANCE COMPANY 0~ POLICY NO: f;,6 EXPIRATION DATE
SIGNATURE DATE
8. oW.Nf:R-BOMf:R DEGIARATION
Owner-Bmlder Declaration: I hereby athrm that I am exempt from the Contractor's License Law tor the tollowmg reason:
D 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 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.).
D 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's License Law).
[J I am exempt under Section _______ Business and Professions Code for this reason:
(Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair
any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the
provisions of the Contractor's License Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code)
or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit
subjects the applicant to a civil penalty of not more than five hundred dollars [$500]).
SIGNATURE DATE
COMPLETE 1'Hts SECTION FOR NON-RESIDENTIAL BU!LDING 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 D NO
ls the facility to be constructed within 1,000 feet of the outer boundary of a school site?
0 YES ONO
IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF oa:;m>ANCY MAY NOT BE~ AFl'ER JULY 1, 1989 UNLESS THE APPLICANT
HAS MET OR IS MEETING THE REQUIREMENTS OF nm OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION OONTROL DISl1UCT.
9. UJNS'IROcl'loN LENDING AGENCY
I hereby athrm that there 1s a construction lendmg agency tor the performance of the work for which this permit 1s issued (Sec 3097(1) GIVli Code).
LENDER'S NAME LENDER'S ADDRESS
to. APPUCAN I C£R'lll'ICA'IIUN
I certily that 1 have read the apphcauon and state that the above mtormat1on 1s correct. I agree to comply with all City ordmances 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 AISO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS nm CITY OF CARLSBAD AGAINST AU. LIABIUTIF.S, JUDGMENTS, OOSTS
AND EXPENSF.S WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN OONSEQUENCE OF nm GRANTING OF TIIIS PERMIT.
OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height.
f 'al unde e provisions of this Code shall expire by limitation and become null and void if the
within 365 days from the date of such permit or if the building or work authorized by
e work is commenced for a period of 180 days (Section 30 (d) Uniform Building Code). <l° ,.__s--_q; DATE:
YELLOW: Applicant PINK: Finance
S E W E R P E R M I T
09/14/94 13:11
Page 1 of 1
Permit No: SE940054
Bldg PlanCk#:
Suite_; Job Address: 2770 LOKER AV WEST
Permit Type: SEWER -OFFICE/WAREHOUSE
Parcel No: 209-100-12-00
8634 09/14/94 0001 01 02 C-PRMT 793-00
Description: 1200 SF WHSE TO OFFICE JIF-PAK
Permitee: CSI GENERAL CONTRACTORS 619 432-6677
Status: ISSUED
Applied: 08/10/94
Apr/Issue: 09/14/94
Expired:
145 LOS CALLECITOS DE ORO #F Prepared By: DC
SAN MARCOS, CA 92069
~ --,,.,_w~ --~-···1,:"** Fees·--·0ollected & Credi ts *** Fees Required *** *** ~,;_,,,,.,, ,.,'" . ,...,_ ~ ------. ---··-----' ---------------------------------------------------// ,/) ' ,/ ~ ' 1' "~ ',
Adjustm::::;
793)Kg· ,~\ · fo~a-i\:.~pfudi_i~~" . oo
Total Fees: 79/4. oo · Total Pay'.men-t;): \ . o o
( -~:/·;~ Ba'fan.cie;:i;?.4-e:\ \ 793.00 I •/ / .• :;,.. ... • ,, '-ilT \
1 . ... / "//}> '\ Y~i.."t.s -.... F~~J;uhi t\ Ext fee Data Fee description
r' I 1_,r,' i,, \ \. ~) \ ---------------------J-1 \..-:-._ -----------..~ :-------\----.-:--:::.--\----------------
Enter Office Square ,Fogt,ag:e ··~,.._)<. -:-.: ~---:--.l:2·0~0 ... :····7 \ ;_::., \ • 67
<Enter CREDIT EDUs> ! "·--·.:::~ )"'''·-~'.-· ... -:,..·;z~;,Y . -.24
Total EDUs ----._,, . 43
Sewer Fee 760.00 "" . fl' \t·~·
Enter Sewer EDUs and Benefit~r .... <:PlP 33.00 G * SEWER TOTAL '•, · 1 1 • 7 9 3 . 0 0
. '"''·-~-
..... , ,/ '-,.~\,
/.r·
f FINAL APPROVAL
: i f\l C")D ----DATE t ii ~~ r.
lCLEARANCE ___ ,
CITY OF CARLSBA~o:r-----------J
2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161
PERMIT# CB940990
DESCRIPTION: 1200 SF WHSE TO
TYPE: ITI
CITY OF CARLSBAD
INSPECTION REQUEST
FOR 10/14/94
OFFICE JIF-PAK
STE:
INSPECTOR AREA TP
PLANCK# CB940990
OCC GRP B2
CONSTR. TYPE VN
LOT: JOB ADDRESS: 2770 LOKER AV WEST
APPLICANT: CSI GENERAL CONTRACTORS
CONTRACTOR:
PHONE: 619 432-6677·
PHONE: I OWNER: PHONE: /
REMARKS: MW/DAVE/432-6677
SPECIAL INSTRUCT:
INSPECTOR_.__~ __ ·/_, _____ _
TOTAL TIME:
--RELATED PERMITS--PERMIT#
SE940054
AS940058
FAD94027
CB941126
TYPE swow
ASTI
FADD
SIGN
STATUS
ISSUED
ISSUED
ISSUED
ISSUED
CD LVL DESCRIPTION ACT COMMENTS
19 ST Final Structural
29 PL Final Plumbing
39 EL Final Electrical
49 ME Final Mechanical
--------------------------------------------------------
***** INSPECTION HISTORY*****
DATE DESCRIPTION ACT INSP COMMENTS
101194 Final Combo co TP
100794 Final Combo co PD
092694 Frame/Steel/Bolting/Welding AP TP T-BAR
092694 Rough/Ducts/Dampers co -TP ND REINS FOR HVAC@
092294 Frame/Steel/Bolting/Welding PI TP SEE PLANS FOR CORR
092094 Interior Lath/Drywall AP TP
091994 Frame/Steel/Bolting/Welding NR TP
091594 Frame/Steel/Bolting/Welding AP TP WALLS
091594 Rough Electric AP TP WALLS
ROOF
DATE:
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619) 560-1468
OAPPLICANT
JURISDICTION: c;Ae.l..$ 6AO PLAN CHECKER
OFILE COPY
QUPS
ODESIGNER
PLAN CHECK NO: SET: 7C
PROJECT ADDRESS: __ L_7_7_0 __ c=o~~==-~Av~~=-~h~/~E~-S~t--
PROJECT NAME: _____ T-'--"=-------------
D
D
0
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 jurisdic~ion's building codes when minor deficien-
cies identified 6~LOM 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 re.check.
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:
~ Esgil staff did not advise the applicant contact person that
plan check has been completed.
O Esgil staff did advise applicant that the plan check has been completed. Person contacted: ___________ _
Date contacted: _________ Telephone# _______ _
~ REMARKS: p;tvc 1-v1TH CSt 6'&vt&4:L ,NOrC1ie,D THI[[ Tri-£ cny &-.,/le_
/!;.EV/Et,1 T7tE OtSA:,LfD ,1ttE.S.S 14;.<S>u,u~w1$ eoR.._ TH-1..S.
f1<...0J'Ecr ( vNajSoNMCf: flM/:>S 11-1.,0)
By: PET£ FtSC/+€...e Enclosures: -----------ESGIL CORPORATION LOG-
0GA DcM OPG
• .. ESGIL CORPORATION·
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619) 560-14-68
DATE:
JURISDICTION: CARLSBAD
PLAN CHECK NO: 1Y-916 SET: T
PROJECT ADDRESS: __ ~~7~7_0_~L=0~/¼~:/4::.=<-=-~.A::Y,._.;_=£'--_w~E=S=..L...r_
PROJECT NAME: . Tr. -------'----'---------------'-
D
D
D
._o
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:
_ _..,C"""'..S_/ _6-=--a,,..l; __ N __ E ___ ieA-L ___________________________ .. ,.
ft)·Esgil s~aff did not advise the applicant contact person that
plan check has been completed.
O Esgil staff did advise applicant that the plan check has
been completed. Person contacted: ___________ _
' Date contacted: Telephone# ------------------0 REMARKS: _____________ -____________ _
By: f£7rc... FtSCltf__&
ESGIL CORPORATION
Enclosures: 6/e ---------
~GA ft!JCM ~ PC
PLAN CXIRRECTION SBKKT
PLAN cm:cx: IE. : __ 1''---'Y'----'~'7.;._0 _____ _
JORISDICTIOH: CARLSBAD -===--------------
m: ___ C_3~{-~G~li::N=-....;....;.;::;E~&1:L___.__=-----
OCCOPAHCY: ____ ---'f>'--2-_______ _
BUILDING USE: ____ O..;..P .... r'--'-/_C..."""£=·-------
nPE OF COHSIRIJCTION: ___ ::zz;.....,___.;V __ .S_~_'f<. ____ _
ACIUAL ARU: ____ T--=L'--___ r_w ___ o ____ _
.,_ > STORIES: __________________ _
HEIGHT: ______ ~ _____ ~ _______ _
SPRINKLERS: ___ Y ____ f..._3 ______ _
OCCOPAN'r LOAD: ___ ·. _t._I_-_,_'-_____ _
REMARKS: _________ -±----------
Date plans received by jurisdiction:
Date plans received by·Esgil Corporation:
8/B/'?'-/
Date initial plan check completed:
__ 8_~~1_2-~&~Y_By: __ P_c_TIE.~_Fi_1_Jc_~_-_
Applicant contact person:
_ _______ Tel. '-;32. ~6 77
Plan check is limited to technical requirements
contained in the Uniform Building Code, Uniform
Plumbing -Code, Uniform Mechanical Code, National
}i:lectrical 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 must be
satisfied before the plans will be in conformance
with the cited codes and regulations. Per Sec.
3O3(c), 1991 Uniform Building Code, the approval of
the plans does not permit the violation of any
state, county or city law.
To speed up the recheck process, note on this list
( or a copy) where each correction item has been
addressed. i.e., plan sheet, specification, etc.
Be sure to enclose the marked up list when you
submit the revised plans.
NOTE: PAGE NOMBERS ARK NO'.I IN SEQUENCE AS PAGF.S HAVING NO ITEMS NEEDING CORRECTIONS WERE DELETED.
LIST NO. 41 CARLSBAD TENANT IMPROVEMENT WITHOUT SPECIFIC ENERGY ZONE DATA OR POLICY SUPPLEMENTS, 1991 UBC
y
I
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(.
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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 #208, San Diego, CA 92123,
(619) 560-1468.
Please make all corrections on the original
tracings and submit two new sets of prints, to:
The jurisdiction's building department.
Indicate on the Title Sheet of the plans, the
name of the legal owner and name of person
responsible for the preparation of the plans.
Section 302(d).
Each sheet of the plans must be signed by the
person responsible for their preparation, even
though there are no structural changes.
Business and Professions Code.
Plans and calculations shall be signed by the
California state licensed engineer or architect
where there are structural changes to existing
buildings or structural additions. Please
include the California license number, seal,
date of license expiration and date plans are
signed. Business and Professions Code,
Provide the correct address and suite number of
tenant space on the plans. Section 302(d).
Provide a note on the site plan indicating the
previous use of the tenant space or building
being remodeled. Section 302,
When the character of the occupancy or use
changes within a building, the building must be
made to comply with current Building Code
requirements for the new occupancy. Please
provide complete details to show the building
with comply, Section 502.
UBC Section 304 require~_the Building Official
to determine the total value of all
construction wo;-k pr9posed 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 r_emodel) within
the building.
8/4/92
I
f
f·
I r·
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 rossible. The building official 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 materials from
Tables 9-A and 9-B, they shall be constructed
of not less that required for a one-hour
. occupancy separation •. Section 404.
The number of control areas within a building
used for retail/wholesale stores shall not
exceed two; the number of control areas in
buildings with other uses shall not exceed
four. Footnote 1, Tables 9-A and 9-B.
The aggregate quantity of any hazardous
materials 11 in use11 and 11in litorage" 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
/ .
;/4.
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The maximum number of required exits and th~ir
required separation must be maintained until
egress is provided from the structure. Section
3303(a).
Rooms with more than 10 occupants may have~
exit through~ adjoining room. Revise exits
to ~omply. 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 3313(a).
Show the locations of· existing exits from the
building and show the path of travel from the
remodel area to the exist~ng 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 THIS
DOOR IO REMAIN UNLOCKED DURING BUSINESS HOURS".
This signage is only allowed at the main exit.
Section 3304(c). ·
Exit doors should be a minimum size of 3 feet
by 6 feet 8 inches with a minimum door swing of
90 degrees. Maximum leaf width is 4 feet.
Section 3304(f). S HoL.J 71f-L pool<.....£ I t.E..S
Exit doors should swing in the direction of
egress when serving an occupant load of 50 or
more or when serving any hazardous area.
Section 3304(b). Applies to door(s) ___ _
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 where not
used for disabled access). Section 3304(i).
Doors should not project more than 7 inches
into the required corridor width when fully
opened, nor more than one-half of the required
corridor width when in any position. Section
3305(d).
Revolving, sliding and· 'overhead doors are not
permitted as exit doors if the oc~upant load
exceeds 9 or the exit door serves a hazardous
area. Section 3304(h).
Provide panic hardware in Group A,E,H-1,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
5/
Corridors must provide continuous protection
to the exterior of the building.
Interruptions by an intervening room is not
permitted. Foyers, lobbies cir 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).
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 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 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 if 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
61. If non-rated corridors are used per Section
3305(g), Exe. 5, provide a reference to the
corridors on the floor plan, noting:
1. Corridors are non-rated per Section
3305(g), Exception 5.
2. Smoke detectors shall be maximum 30 1 on
center.
3. Power supply shall be dedicated branch
circuit. Circuit disconnecting means
shall be accessible only to authorized
personnel and shall be clearly marked~
ALARM CIRCUIT CONTROL, with a lock-on
device.
62. If a tenant space utilizes Section 3305(g),
Exception 5, then that . tenant spac~ shall be
separated from adjacent ~-spaces by a demising
wall constructed as for a one-hour corridor
wall.
63. Clearly show where the non-rated corridor
system terminates and a rated corridor system
co1IU11ences.
64. One-hour fire-rated corridors _shall have ·
interior door openings protected by tight-
fitting smoke and draft control assemblies
rated 20 minutes, except openings in interior
walls of exterior exit balconies. Doors shall
be maintained self-closing or be automatic-
closing by action of a smoke detector per
Section 4306(b). Doors shall be gasketed to
provide a smoke and draft seal where the door
meets the stop on sides and top. Section
3305(h).
65. 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).
66. Show rated corridors, lobbies, reception or
foyers cross-hatched on the floor plans.
67. 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).
68. 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
69. 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.
70. 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).
71. 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.
· 72. New provisions in Chapter 43 of the 1991 UBC
require special treatment of penetrations at
fire-resistive assemblies, Provide typical
details on the plans showing how the fire-
resistive integrity will be maintained at the
following conditions (Include the
manufacturers' names and ICBO numbers (or
equal) for any sealant):
A. THROUGH-PENETRATIONS (through the entire
assembly):
1. Fire-resistive bearing walls and/or
walls requiring protected openings shall
have penetrations protected with through-
penetration fire stops_ having an F-
rating, T-rating or complying with UBC
· Standard 43-1, depending on their
locations, sizes and combustibility.
2. Fire resistive floor/ceiling assemblies
shall have penetrations protected with
through-penetration fire stops having and
F-rating, T-rating or complying ~ith UBC
Standard 43-1, depending on their sizes,
combustibility and whether the
penetrations are in walls above.
B. MEMBRANE-PENETRATIONS ( through only one
side of an assembly):
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.
73, Provide a note on the plans stating
"Penetrations of fire-resistive walls, floor-
ceilings and roof-ceilings shall be protected
as required in UBC Sections 4304 and 430511 •
5
7
I
Provide evidence of Health Department approval
(for restaurants or for tenants using X-ray
equipment).
If nonflammable supply cylinders for medical
gas systems are located inside buildings, show
how they comply with UBC Section 702(c)4.
ELECTRICAL
(";;\ Submi1=.__p~~ showing_location of all panel•. ~ A-~ "DU\NSF~WetL
/ Submit panels schedules. ?: Submit electrical load calculations
~ Indicate existing main service size.
~ Indicate existing total main service load.
J'!:: Indicate new additional loads.
@ Indicate wiring method, i.e. EMT, metal flex.
y:
r·
87.
/1·
Show exit signs on the electrical lighting
·plan(s).. As per Section 3313 and 3314 of the
1991 UBC, provide two sources of power to exit
signs and exit illumination.
Provide receptacle(s) within 25 1 of HVAC
units. UMC Section 509.
Provide multiple switch lighting controls per
Title 24, P~6. A Saa 'Bet.ow MEClIANICAL
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.
Provide mechanical plans showing existing and
proposed HV AC equipment, ducts and access to
equipment.
Detail access and working clearances to HVAC
equipment. J..,4-.,,,:)~,t. Ac. c. <,1!, 3>
Detail disposal of main. condensate drainage
from air conditioning units. (UMC Section 510) r
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.
6/2~3 O • (\ ® 0~ec..,'-1-7
j·
I·
PLtJMBING
Provide gas line plans and calculations,
showing pipe lengths and gas demands. UPC
Section 1219.
Provide drain, waste and vent plans.
Provide water line sizing calculations.
Section 1009.
UPC
Detail how floor drain trap seal is to be
maintained. UPC Section 707 (floor drain trap
priming).
Show P & T valve on water heater and detail
drain line route from P & T valve to the
exterior. UPC Section 1007(e).
Show 1/4" per 1211 slope on drain and waste
lines. UPC Section 407.
Provide a drinking fountain at each floor
level in assembly occupancies (except drinking
and dining establishments). UBC Section 605.
Note on t,he plans that new water closets and
associated flushometer valves, if any, shall
use no more than 1. 6 gallons per flush and
shall meet performance standards established
by the American National Standards Institute
Standard Al12,l9.2, and urinals and associated
flushometer valves, if any, shall use no more
than_ one gallon per flush and shall meet
performance standards established by the
American National Standards Institute Standard
Al12,19.2. H & S Code, Section 1792l.3(b).
ENERGY
, r.,( Provide complete energy design calculations, 7w · including all existing design and new energy
design for this building. See attached non-
residential energy design checklist.
,1· For remodels in an existing conditioned space,
show that the remodeled space will not use
more energy than the existing space or show
the remodeled space will conform to latest
energy design standards.
CITY OF CARLSBAD SOPPLEMKN'r
~Roof· mounted equipment must be screened and ~ roof penetrations should be minimized (City
Policy 80-6).
~ No wiring is permitted on the roof of a ~ building and wiring on the exterior of a
building requires approval by the Building
Official. (City Policy)
~ All roof-mounted equipment shall be concealed C7 from view. Provide structural detailing for
the screening.
KISCELLAHEOOS
~ Please see additional corrections or remarks ~ that follow.
t::)'\ To s·peed up the recheck process, note on this ~ list (or a copy) where each correction item has
been addressed, i.e., plan sheet, note or
detail number, calculation page, etc.
~ Please indicate here if any changes have been ~ made to the plans that are not a result of
corrections from this list. If there are other
changes, please briefly describe them and where
they are located in the plans.
Have changes been made to the · plans not
resulting from this correction list? Please
check .
.;._ ___ Y.es -----'No
The jurisdiction has contracted w_ith Esgil
Corporation located at 9320 Chesapeake Drive, Suite
208, San Diego, california 92123; telephone number
of 619/560-1468, to perform the .. plan check for your
project. If you have any questions regarding these plan check items,· please contact. _______ _
___ ...._P_IE_TE.-"-------'-F........alS;;..;C"'"'ftc'-'--'.._l?,,,.__ __ at Esgil
Corporation
Thank you.
Enclosures:
l. _________________ _
2. _________________ _
3. _________________ _
6/25/93
@ SEE. ]7fg.. ,4]1)4Ctf:€p Lt.J"T Fo.e.._
J)r 5t4-6 LED MC:f. <;S
@ rNOt~-7]t£.;;; NE-"'-1 f?-.OOF--
fVI.VVNTfL) ANO s /i<)L.J I T I J
7
A.
B.
C.
DISABLED ACCESS REQUIREMENTS FOR REMODELS1
(includini: alterations, structural repairs, additions, tenant improvements and occupancy chani:es)
GENERAL
Full access compliance is required for remodels, including:
1. The specific area being remodeled, (i.e., the "new" work).
2. Existing elements in the path of travel to the remodeled area.
(a)Parking, (b)Walks, (c)Hazards, (d)Curb Ramps, (e) Ramps,
(!)Elevators, (g) Stairs.
3. Entrance to the remodeled area.
(a)Entrance doors, (b)Exit doors.
4. Existing sanitruy facilities serving the remodeled area.
5. Existing drinking fountains and telephones serving the
remodeled area.
REMODELS VALUED LESS THAN $79, 1192
When remodels are valued at less than $79,119, the total access
compliance may be limited to the specific area being remodeled (i.e.,
"new" work), provided the following conditions are satisfied:
1. The cost to upgrade the existing elements (described in A.2,
A.3,_A.4 and A.5 above) exceeds 20% of the cost of the
proposed project, and
2. The enforcing agency determines that "an unreasonable
hardship" exists (see the attached Form HCA-I, to be
· completed by the applicant), and
3. The plans must. still show upgrades to the existing elements,
but only to the point where the cost to do so will equal 20%
of the cost of the proposed project. In choosing which
elements to upgrade, the following priority list should be
used: (a) Entrance to the building (b )Route of travel
(c)Restrooms (d)Public telephones (e)Drinking fountains
(!)Other elements, such as parking, alarms, signage, etc.
REMODELS $79,119 AND HIGHER2
When remodels are valued at $79,119 and higher, a~cess compliance
is required for the specific area being remodeled (i.e., "new" work),
and for the existing elements (described in A.2, A.3, A.4 and A.5
above). Under some circumstances, certain existing elements (such
as restrooms) need only comply with "equivalent facility" provisions in Title
24. This may be granted if the enforcing agency determines that "an
unreasonable hardship" exists.
-D. REMODELS ABOVE OR BELOW THE FIRST FLOOR
Certain types of facilities were formerly exempt from accessibility
requirements when they were above or below the first floor, but are
now no longer exempt. These "special facilities" are:
1. Offices of physicians and surgeons
2. Shopping centers
3. Office buildings 3 stories or more high or more than
3000 square feet 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 does not consist of one of the "special facilities" above,
· and occurs on. a level not served by an elevator or ramp, compliance
is still required as shown in items A.I, A.2, A.3, A.4 and A.5 above.
2Note: ·In detcnnining the value of a remodel, the total 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). The 20-percent provisions for determining if upgrade costs are disproportionate
and for detenning the amount to spend on upgrades shall be based on this total value. Please
complete the attached declaration·form (Form DPCC). ·
DATI 4/18/94
1 Based on the provisions in Title 24, Part 2 of the California.Building Code, Effective April I, 1994.
Jurisdi~tion
DECLARATION OF PREVIOUS CONSTRUCTION COSTS*
Building Address: ______________________________ _
Project Address (suite#): _______________________ _
Plan Review#: ____________ _
Building Owner: ___________ _ Telephone: ___________ _
Applicant: ____________ _ Telephone:_· ___________ _
******************************************************************************
I HEREBY bECLARE that.the total costs of all improvements since January 26, 1992 along the
same path of travel leading to the above project address to be: =-------------
******************************************************************************
Owner (or authorized agent)
Address
Signature Date
*In order to determine if your project may qualify to file for an unreasonable hardship, the total cost
of all construction over the previous three years (since January 26, 1992) must be documented (Title
24, Section 3 l 12(a)ii Exc.2). The cost must include work done by other tenants along the same path
of travel.
C \disablcdldpcc:.b:
April 18, 199~
DOCUMENTATION OF UNREASONABLE HARDSHIP , , .. •
Job Address ________ -,-________ Plan Check No ________ _
owner Date ____________ _
It is requested that the above named project be granted an exception from the reguirements of the State of California Title 24 handicapped ·· accessinility provisions, as specifically noted below:
1. EXCEPTIONS REQUESTED ESTIMATED COST OF ITEMS TO BE EXEMPTED
2. The cost of all construction without excepted items, is: _______ ~
3. The impact on financial feasibility of the project, if the requested
exception is not approved is~-'-·------,---------------;-
4. The facility is used by the general public for the purpose of: ----
5. The exceptions being requested will not penalize handicapped accessibility as equivalent facilities are available as follows: ---
6. Exceptions requested, and data provided, by:
. ADDRESS
SIGNATURE ·· -1l'ELEPHONE
Department Use Only
Findings and-Decision of the Enforcing Official:
Signature of Enforcing Official Date
HA-1 010190
Non-Residential Access Requirements
Plan Review Correction List
Page4
April 15, 1994
ENTRANCES AND CIRCULATION:
All entrances and exterior ground level exits shall be made accessible, per section-3301 (h).
When a building, or portion of a building, is required to be accessible (or adaptable), an accessible route
of travel shall be provided to all portions of the building, to accessible building entrances and between the
building and the public way. See section 3103A(i)2.
DOORS:
I
I
. r
Per section 3304(f), 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. -/<.EST(<.CJO MJ
* 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 deQrees, 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 •
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:
f
I
Objects projecting from walls with their leading edges between 27" and 80" above the finished floor shall
protrude no more than 4" into walks, halls, corridors,passageways or aisles. Objects mounted at or below
27" above the finished floor may protrude any amount. Freestanding objects mounted on posts or pylons
may overhang 12" maximum from 27" to 80" above the ground surface or finished floor.
Abrupt changes in level exceeding 4" adjacent to walks, such as at planters or fountains, except between
walks and adjacent streets or drives, shall be identified by 6" high warning curbs projecting at least' 6"
above the walk surface per section 3325(a) except when a guardrail or handrail is provided. If a guardrail
or handrail is provided, no curb is required when a guide rail is provided centered 3" ( I_ 1 ") above the
DA/NR/C~
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Plan Review Correction List
Page 6
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.
A handrail shall be provided on one wall of the car, preferably the rear. The rails shall be smooth and the
inside surface at least 11/" clear of the walls at a nominal height of 32" from the floor. Nominal = ( + 1)1 ".
Call operation buttons2 shall be within 3'6" of the floor. Se_e section 5103(d.1}8 for additional
requirements.
* Special access lifts may be provided between levels, in lieu of passenger elevators, when the vertical
distance between landings, structural design and safeguards are permitted by the State of California,
Division of the State Architect, Access Compliance Section, the Department of Industrial Relations,
-Division of Occupational Safety and Health, and any applicable safety regulations or other administrative
authorities having jurisdiction.
If lifts are provided, they shall be designed and constructed to facilitate unassisted entry, operation and
exit from the lift. See section 5107 (a} for specific requirements.
SANITARY FACILITIES:
{
J.
/4.
G
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 uriless 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
(2)
distance of accessible areas.
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 pe·identified by a circle with a triangle superimposed on thi circle
and within the 12" diameter. The required symbols shall be centered on the door at a height of 60". See
section 3105A(b) 1.D. See 3105A(e) 10 for additional signage.
MULTIPLE ACCOMMODATION SANITARY FACILITIES:
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. ·
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.
Water closet doors shall be equipped with a self closing device and have a minimum 32" clearance when
DA/NR/G
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Plan Review Correction List
Paga 7
April 15, 1994
-( located at the end (and 34" when located at the side). See section 3105A{b)3.A.(iii).
When standard compartment doors are used, with minimum 9" clearance for footrests underneath and
a self closing device, the clearance at the strike edge as specified in section 3304(i.1 )2C. _is not required.
SINGLE ACCOMMODATION FACILITIES:
0
@
I
* As per section 3105A{b)3.B., there shall be a sufficient space in the toilet room for a wheelchair
measuring 30" x 48" to enter the room and permit the door to close. No door shall be permitted to
encroach into this space. There shall be a clear floor space at least 60" in diameter, or a T-shaped space
as shown in Figure 31-12 (a) and {b). Doors are not permitted to encroach into this space.· -
The water closet shall be located in a space which provides a minimum 28" clear space from a fixture or
32" clear space from a wall on one side. A minimum of 48" clear space shall be J?rovided in front of the
water closet. ·
For bathrooms serving hotel guest rooms, see section 1214(d).
RESTROOM FIXTURES AND ACCESSORIES:
0
0
I
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 17" and 19".
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 17" maximum above
the floor.
2. The force required to activate the flush valve shall be a maximum of 5 pounds of 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.
Toe clear sp_ace 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
2.
3.
4 . ..
5.
6.
opening of 36" minimum.
NOTE: See Figure 31-2A.
Grab bars shall comply with section 3105A{b)3.C.{ii), {iii} and {iv}. They shall be located on walls
adjacent to and opposite the seat and mounted 33" to 36" above the shower floor.
NOTE: See Figure 31·2A.
When a threshold or recessed drop is used, it shall be a maximum of 1/ " in height and shall be
beveled or sloped at an angle of not more than 45 degrees from the hor~zontal. ·
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 life or of material providing equivalent slip
resistance.
A folding seat located on the wall opposite the controls and mounted 18" above the floor shall
be provided.
DA/NR/G
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Plan Review Correction List
Page 8
April 15, 1994
7.
8.
9.
10.
NOTE: See Figure 31-2A.
The soapdish shall be located on the control wall at a maximum height of 40" above the shower
floor. ·
Showers in all occupancies shall be finished as specified in section 3105A(b}5 to a height of not
less than 70" above the drain inlet. .
Where no separate shower compartment is provided, the shower shall be located in a corner with
L-shaped grab bars extending along two adjacent walls with a folding seat adjacent to the shower
controls. ·
A flexible hand-held shower unit, with a hose at least 60" long st'lall 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.
Per section 5-1506, bathtubs shall be provided with a shower spray unit having a hose at least 60" long
that can be used as a shower. Enclosures shall not obstruct controls or transfer from a wheelchair. Tracks
of enclosures shall not be mounted on their rims.
NOTE: See Figures 31-8, 31-9A and 31-9B. ·
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 tne 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
2.
3 ..
may be·installed as high as 36". ·
Grab bars at the side shall be located 15" to 161/ " { + / l "} from the center line of the water closet
stool and be at least 42" long with the f;ont end~osit1oneg 24" in front of the stool. Total length
of bars at the back shall not be less than 36".
The diameter or width of the grab bar gripping surface shall be 1 1 / " to 11 / " or the shape shall
provide an equivalent gripping surface. If mounted adjacent to a wall,4the spa~e between the wall , . 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, 31-1 C, 31-2A, 31-9A and 31-9B.
• 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.
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. ·
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:
G Where water fountains are provided they shall comply with section 3105A(d}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 1 507 of the California Plumbing Code for additional requirements.
NOTE: See Figure 31-3 of Title 24 for specific dimension requirements.
TELEPHONES:
I Where public telephones, or public pay phones, are provided they shall comply with the requirements of
section 3105A(d}2:
1. A clear space at least 30" x 48" that allows either a forward or parallel approach by a person
. 2.
3.
using a wheelchair shall be provided. Clear floor or ground space for wheelchairs may be part of
the knee space required under some objects •
One full unobstructed side of the clear floor or ground space for a wheelchair shall adjoin another
wheelchair clear floor space. If the clear space is located in an alcove, or otherwise confined on
all or part of three sides, additional maneuvering clearances shall be provided. Bases, enclosures
and fixed seats shall not impede approaches to telephones by people who use wheelchairs.
If telephone enclosures are provided, they may overhang the clear floor space required. See
DA/NR/G
Date a 8/12/99 Jurisdiction CARLSBAD
Prepared bys D · Bldg. Dept.
P~r-£ FtSC~ VALUATION AND PLAN CHECK FEE 0 Esgil
PLAN CHECK NO. 9_'-/-99D
.BUILDING ADDRESS 2.770 LO/c..vc. .-tv£ l-JEST
APPLICANT/CONTACT PHONE NO.
BUILDING OCCUPANCY ~z DESIGNER PHONE
TYPE OF CONSTRUCTION :::iTAJ ~PL CONTRACTOR PHONE
BUILDING PORTION BUILDING AREA VALUATION VALUE
MULTIPLIER
T.T-/ 2. C,Q "Z...6 3 ( Z-00
-
.. .
Air Conditionine:
Commercial .-@ ~
Residential · . ca ..
Res. or Comm.
Fire· Snrinklers @
Total Value >( 2..00
· Building Permit fee$ 2-97 Sb _________________ .,.__ _____ _
Plan Check fee $ $ /C,'J J8 ---''-----------------------------------
COMM E: N TS._:---------------------------
SHEET-( OF I ---'-12/87
City of Carlsbad
• ¥i a~, nt44 a •• , .•• g4 .s1a1; ,t4 u,
A !-BUILDING PLANCHECK CHECKLIST
DATE: fZ_/o l__!l_t/ PLANCHECK NO. CB 9~ Yf'~
BUILDIMG ADi;>RESS: :'.21-; 0 Lc1c&e-~ e_
PROJECT DESCRIPTION: ,;)....oa @ wlf.re-0~ c.Q.._
ASSESSOR's PARCEL NUMBER: __________ EST. VALUE 31.e? oo ;,
ENGINEERING DEPARTMENT
APPROVAL
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
modifications, 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 build.
. DENIAL
Please see the attached report 9f deficiencies marked
with O Make necessary corrections to plans or
specifications for compliance with applicable codes and
standards. Submit corrected plans and/or specifications
to this office for review.
By: __________ Date: ___ _
D ~ ~ A Right-of-Way permit is required prior to construction ··-·-------------
of the following improvements:
ATTACHMENTS
D Dedication Application
D Dedication Checklist ·
D Improvement Application
D Improvement Checklist
D Future improvement Agreement
D Grading Permit Application
D Grading Submittal· Checklist
D Right of Way Permit Application
D Right of Way Permit Submittal Checklist
and Information Sheet
D Sewer Fee Information Sheet
By: _________ Date: ___ _
ENGINEERING DEPT. CONTACT PERSON
NAME: _____________ _
City of Carlsbad
ADDRESS: 2075 Las Palmas Dr., Carlsbad, CA 92009
PHONE: (619) 438-1161, Ext.
A-4
P:\DOCS\CHKLSl\BP0001.FRM REV 05/11/94
2075 Las Palmas Dr.• Carlsbad, CA 92009-1576 • (619) 438-1161 • FAX (619} 438-0894
BUILDING PLANCHECK CHECKLIST
SITE PLAN
1. Provide a fully dimensioned site plan drawn to scale. Show:
A. North Arrow D. Property Lines Easements
B. Existing & Proposed. Structures E. Easements
C. Existing Street Improvements F. Right-of-Way Width & Adjacent Streets
D 2. Show on site plan:
D
D
A. Drainage Patterns C. Existing Topography
B. Existing & Proposed Slopes
3. Include note: 11Surface water to be directed away from the building foundation at a 2%
gradient for no less than 5' or 2/3 the distance to the property line (whichever is less)."
[Per 1985 UBC 2907(d)5].
On graded sites, the top of any exterior foundation shall extend above the elevation
of the street gutter at point of discharge or the inlet of an approved drainage device
a minimum of 12 inches plus two percent'' (per 1990 UBC 2907(d)5.).
4. Include on title sheet
A. Site address
B. Assessor's Parcel Number
C. Legal Description
For commercial/industrial buildings and tenant improvement projects, include: Total
building square footage with the square footage for each different use, existing sewer
permits showing square footage of different uses (manufacturing, warehouse, office,
etc.) previously approved. ·
P:\DOCS\CHKLS1\BP0001.FRM · Page 1 of 4 REV 05/11/94
BUILDING PLANGHECK CHECKLIST
DISCRETIONARY APPROVAL COMPLIANCE
J,j(./ 2nd./ 3rd./
1~0 D s. ·It Project does not comply with the following Engineering Conditions of approval for
Project No.------------------------
JD D ·1f
Conditions were complied with by: ______ _ Date: ______ _
DEDICATION REQUIREMENTS
6. Dedication for all street Rights-of-Way adjacent to the building site and any storm
drain or utility easements on the building site is required for all new buildings and for
remodels with a value at or exceeding $ ______ -pursuant to Code Section
18.40.030.
Dedication required as follows: ________________ _
Attached please find an application form and submittal checklist for the dedication
process. Provide the completed application form and the requirements on the
checklist at the time of resubmittal. ·
Dedication completed by ___________ _ Date:. ___ _
IMPROVEMENT REQUIREMENTS .
7a. All needed public improvements upon and adjacent to the building site must be
constructed at time of building construction whenever the value of the construction
exceeds $ -p~rsuant to Code Section 18.40.040.
Public improvements required as follows: _____________ _
Please have a registered Civil Engineer prepare appropriate improvement plans and
submit them together with the requirements on the attached checklist for a separate
plancheck process through the Engineering Department. Improvement plans must be
approved, appropriate securities posted and fees paid prior to issuance of permit.
Attached please find an application form and submittal checklist for the public
improvements requirements. Provide the completed application form and the
requirements on the checklist at the time of resubmittal.
lmpr(?vement Plans signed by: ____________ _ Date: ---
P:\DOCS\CHKLST\BP0001.FRM Page 2 of 4 · REV 05/11/94
BUILDING PLANCHECK CHECKLIST
1 stv' 2ndv' 3rdv' D · D D 7b. Construction of the· public improvements may be deferred pursuant to code Section
18.40. Please submit a recent property title report or current grant deed on the
property and processing fee of $ _______ ..,_ so we may prepare the
necessary Future Improvement Agreement. This agreement must be signed, notarized
and approved by the City prior to issuance of a Building Permit.
Future public improvements required as follows: ____ '---------
·Improvement Plans signed by: __________ _ Date: ----
D D D 7c. Enclosed please find your Future Improvement Agreement. Please return signed and
notarized Agreement to the Engineer!ng Depa~ment.
D D
D D
/o
D
D
D
Future Improvement Agreement completed by: ____________ _
Date: _______ _
7d. No Public Improvements required. SPECIAL NOTE: Damaged or defective
improvements found adjacent to building site must be repaired to the satisfaction of
the City Inspector prior to occupancy. ·
GRADING PERMIT REQUIREMENTS
The conditions that invoke the need for a grading permit are found in Section 11.06.030
of the Municipal Code.
8a. Inadequate inforn,ation available on Site Plan to make a determination on grading
requirements. Include accurate grading quantities (cut, fill import, export).
8b. Grading Permit required. A separate grading plan prepared by a registered Civil
Engineer must be Submitted together with the completed application form attached.
NOTE: The Grading Permit must be issued and rough grading approval obtained grior
to issuance of a Building Permit.
Grading Inspector sign off by: Date:
ac. No Grading Permit required.
P:\DOCS\CHKLS1\BP0001.FRM Page 3 of 4 REV 05/11 /94
BUILDING PLANCHECK CHECKLIST
MISCELLANEOUS PERMITS
1 st./ 2nd./ 3rd./
If D D 9. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or
private work adjacent to the public Right-of-Way. Types of work include, but are not
limited to: street improvements, trees, driveways, tieing into public storm drain; sewer
and water utilities.
Right-of-Way permit required for __ ...:;._ _____________ _
A separate Right-of-Way permit issued by the Engineering Department is required for the following: ______________________ _
1 o. A SEWER PERMIT is required concurrent with the building permit issuance. The fee
is noted in the fees section on the following page.
11. INDUSTRIAL WASTE PERMIT is required. Applicant must complete Industrial
Waste Permit Application Form and submit for City approval prior·to issuance of a
Permit.
Industrial waste permit accepted by:_· ________ _ Date: ___ _
P:\DOCS\CHKLSl\BP0001.FRM Page 4 of 4 REV 05/11 /94
r ENGINEERING DEPARTMENT ENGINEERING REVIEW SECTION
FEE CALCULATION WORKSHEET
D Estimate based on unconfirmed Information from applicant.
)zf Calculation based on building plancheck plan submittal .
. / A~ress: o<. 720 ~ /C-R/c. ,,4,e,1-e_ WBldg. Permit No. 9f: ~
Prepared by: ,/k--Date:~Checked ·by: _____ Date:, ______ _
EDU CALCULATIONS: List types and square footages for all uses.
Types ot Use: @f-fz-c-e.-Sq. Ft.: /52-dd ,,zi .111/~'1 EDU's:, ___ ,;.._t,_7-,--__
C/let>>r vJ f/S"E'" / ;i..t1 o ·;p / go10 ----.-:.'-~--=---
Tota1 EDU's: ____ , -~3
ADT CALCULATIONS: List types and square footages for all uses.
Types of Use: &*'i, l.-e_ Sq. Ft.:/ e2 oo ~ icMi'OADTs:, ___ ..... .A_____.Y:..__ ___ _
C /l ~ -P ·rr-w /;f ~Iii" ~ '2,-t) 0 P : 1 -b (looo ~
Total ADTs: _____ /f..__ ____ _
FEES REQUIRED:
PUBLIC F~CILITIES FEE REO.UIRED O YES .):{ NO (See Building Department for amo~nt)
WITHIN CFO: . D YES (no bridge & thoroughfare fee, ~ NO .
reduced Traffic Impact Fee)
1.PARK-IN-UEU FEE PARK AREA: ___ _
FEE/UNIT:_____ .X NO. UNITS:___ =$ ~
'l2J 2.T~FFIC IMPACT FEE
ADTs: _ _.....If __ ~ FEE/ADT: ____.3_5_
]2?J ·3. BRIDGE AND THOROUGHFARE FEE
I
ADTs: /f' X i 4. FACIUTIES MANAGEMENT FEE
'Jr SQ.FT.:.___ X
FEE/ADT: P<2.
ZONE:
FEE/SQ.FT.: ')ti 5. SEWER FEE
PERMIT No. $° C .,#
EDU's: , 't 3 X FEE/EDU: I I b 1
BENEFIT AREA: 6-7 DRAINAGE BASIN: S-1!=
EDU's: r L("-3 X FEE/EDU# ::2 (;,
/~}6-SEWER LATERAL ($2,500 DEPOSIT)
, 7. WATER FEE .
EDU's: ' 'f 3 X FEE/EDU-:
*N
.::>~~ =$ ____ _
=$ 3fh
=$ -~
=$ _ _._-;J_6_tl_
33 =$ _____ _
=$___.~=-----
P:\D0CS\MISFORMS\BP0002.FRM REV 04/12/94
J'
C) -~
" u • .. .. .. • • • Q Q Q
Esl I I
~ ~ ~ ~ ~ -N ; -,.
~ ~ ~ ~ I.I ~ ~! u .I: .I: u u
i i ---Cl. Cl. Cl.
PLANNING CJiECJCU5r . /') ,,;:z ?? 0
Plan Check No. 7 L/ -c;r O Address -~------......._-__ l_o_k_Pi ___ r_,_tr-v--e_ __ . _U~·.:...:::t J_,J-.
Planner DAVID RICK
(Name)
Phone 438-1161 ext. _4_3_28 ____ _
APN: --------------------------
Type of Project and Use ____________ _
Zone _____ Facilities Management Zone ____ _
cro (in(out) # circle (,.,If,_p_r_op_e_rty_lll,_c_o_m_p_lete SPECIAL TAX CALCULATION
WORKSHEET provided by Building Department.)
Legend
[2) Item Complete
(9 Item Incomplete • Needs your action
1, 2, 3 Number in circle indicates plancheck number where deficiency was
identified
Enviionmenral Review Requin!d: YES_ NO /4E __ _
DATE OF COMPLETION:
Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval _____________________ _
/o'O Disaetiomu:y Action Required: YES_ NO /~E __ _
APPROVAL/RESO. NO. __ _ DATE: _____ _
PROJECT NO. ___ _
OTHER RELATED CASES: ___________________ _
Compliance with conditions of approval? [f not, state conditions which require action.
Conditions of Approval _____________________ _
/o' 0 Califomia Coastal <AJamissicm Permit Required: YES _ NO _::(,
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? [f not, state conditions which require action. Conditions of Approval _____________________ _
// 0 OtJ. lnclusionary Housb,g. F"'!! ~: YEs -NO . /.
(Effe<;tive· date .of Inclusionary Housing Oi'dirumce -· May 21, 1993.) ... ~ -
Site Plan:
Zoning:
2.
1.
2.
3.
Provide a fully dim~nsio·ned site plan drawn to seal~. Show: North
arrow, .property· lip.es, easements, existing and proposed: structures,
s~~ets, ,existing· street imp~ovements, right-of-way wid~· dimensioned
s.etbacks and existing topogr!iphlca.l lines.
Provide legal description of propeny, and assessor's parcel number.
Setbacks: ·
Front:
rnr. Side:
Str~et Sid~:
Rear:·
tot coverage:
Height:
Required
R~quired
,Required
Required
Required
Required
.,..__-Shown __ __ Shown __
shown ---------------------Shown __
__ shown ___
__ Shown .... · __
'1
[eJ[J Cl 4. Parking: Spaces ,R_equired ________ Shown. J.rO &r bldy
__ Shown.. 1 ~ ~ Ct.f~ 1 o.f-er 1z.~ {:. . Gu~t Spaces Required . I cv5v;.e ~ p0irA·'u-t;h/fc~A 1;,y ~ 5 P~-,'h'* 0fl. -'
o· :O 'D 'Additional Comments --------------....,......----,.----------..--------,.,,;---,..--........_
OK TQ. lSSiJE AND ENTERED APPROVAL INTO COMP~ . g)2 C DATE .. 8/10 /er~ . . ? ..
· PLNCK.,FRM
. City of Carlsbad 94192
Fire Department 0 Bureau of Prevention
Plan Review: Requirements Category: Building Plan Check
Date of Report: Tuesday, September 13, 1994 Reviewed by: C . if>a...ecG-
Contact Name
Address
City, State
C.S.I. General Inc
145 Vallecitos De Oro #F
San Marcos CA 92069
Bldg. Dept. No. _9_4-_9_9_0 ___ _ Planning No.
Job Name Extracts Plus/Jif Pa
Job Address 2770 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 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
CFO Job# __ 94_1_9_2 __ File# ___ _
2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121
V STRUCTURAL CALCULAT~ONS . . . ---===-=----.------------------------------.. ----------------------------.---
GEOF-:t3E P. LOUNSBURY F.:. C. E. DATE:· 24 AuG 1994
1718 E. VALLEY PKWY ·Ste R
ESCONDIDO, _CA_ 92027 BY: G.P,L,
TEL. (619). 743-6282 . PAGE _NO.: J_ OF _ --------------------.. _. ___ ·----------.~--.. ---.-:---------·----.-----------.
· TENANT rMPROVEMl=NT JOI? NQ".: 940S>7. CS l ,C'::ifNERAL I INC. . . .. .
145 LOS VALLt;C:1 T'os D s oti.o · .; Tl£. r= · · 'J.. .776" LO i<i;-.R AVL;. ·v,1i;s T · · ·. · -. ~ .
SAN tvtARCOS, CA 9 2..0<o~
TEL, C 6.19} 432--~~77_ ·
i:x,·sr1Ne,,_· "iR1_sutARY·A·RaA-. .:..· sPAi-.i. a·~_4z'. · ·,;e-A;~'l
f~S AR~A-et~~ y;i1.:: --~-.2. 5 ·s,F;·· . . . .
DL -1200{_: .... ~ . · . '-,S
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-·~vA-c... Oi0:·~i=-A-t,/\ IS tvoT ·c.~1r1c.Ai.._
TITLE 24 REPORT FOR:
Jif-Pak
2770 Loker Ave.
Carlsbad, CA
PROJECT DESIGNER:
C.S. I.
145 Los Vallecitos De Oro, Suite F
San Marcos, CA 92069
(619)432-6677
REPORT PREPARED BY:
Steve Balderrama
Haynal & Co., Inc.
425 West Fifth Street
Escondido, CA 92025
(619) 743-5408
Job Number:
Date: 8/3/1994
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 Energy Commission for use with both the
Residential and Nonresidential Building Energy Efficiency Standards.
This program developed by Gabel Dodd Associates (510) 428-0803.
Table Of Contents for Title 24 Report
Cover Page . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
Table of Contents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
Form ENV-1 Envelope Certificate of Compliance ....................... 3
Form PERF-1 Building Energy Performance Summary ..................... 5
Form ENV-2 Envelope Summary
Form ENV-3 Construction Assemblies
6
9
Form LTG-1 Lighting Certificate of Compliance ....................... 12
Form LTG-2 Lighting Compliance Summary .............................. 14
Form MECH-1 Mechanical Certificate of Compliance .................... 15
Form MECH-2 Mechanical Summary ...................................... 18
Form MECH-3 Mechanical Equipment Summary ............................ 19
Form MECH-4 Mechanical Ventilation .................................. 20
HVAC Zone & Space Loads Summary ..................................... 21
CERTIFICATE OF COMPLIANCE (part 1 of 2) ENV-1 page 3 of 23 ---------------------------------------------------------------------------Project Name: Jif-Pak
Address: 2770 Loker Ave. Date: 8/3/1994
Carlsbad, CA
Envelope
Designer: C.S.I. Checked by/ Date
Documentation: Haynal & Co., Inc~ n ~ COMPLY 24 User 2875 ---------------------------------------~-------------------------------
GENERAL INFORMATION
Date of Plans: Building Conditioned Floor Area: 1226 sf
Building Type: Nonresidential Climate Zone: 7
~dition O Alteration Phase of Construction: O New Construction
Method of Envelope Compliance: Performance -COMPLY 24 v 4.11
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 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 has 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:
0 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.
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 following reason: ______________ _
PRINCIPAL ENVELOPE DESIGNER
C.S.I.
(619)432-6677
ENVELOPE MANDATORY MEASURES
(Signature) (Lie. #)
Indicate location on plans of Note Block for Mandatory Measures:
(Date)
CERTIFICATE OF COMPLIANCE (part 2 of 2)
Project Name: Jif-Pak
Documentation: Haynal & Co., Inc.
Const OPAQUE SURFACES
Assembly Name Type Location/Comments
Exterior Wall
ENV-1 page 4 of 23
Date: 8/3/1994
COMPLY 24 User 2875
Note to
Field
6 11 Concrete Wall
R-11 Metal Stud
None
Metal
Wood
-Demising Wall _________ _
=Typical ____________ _ R-19 Roof(R.19 on Tile)
FENESTRATION Frame
Orient Panes Type Exterior Shade OH Glazing Type
----------------------------------------------------------------Left (SE) 1 None None N Single Tinted
Back (SW) 1 None None N Single Tinted
Right (NW) 1 None None N Single Tinted
PERFORMANCE COMPLIANCE SUMMARY
Project Name: Jif-Pak
Documentation: Haynal & Co., Inc.
ANNUAL SOURCE ENERGY USE (KBtu/sqft-yr)
Energy Component
Space Heating
Space Cooling
HVAC Fans & Pumps
Domestic Hot Water
Lighting
Receptacle
Process ..
TOTALS
Cale:
Standard
Design --------
14.12
25.52
17.99
0.00
45.34
24.03
0.00
--------
127.00
*** BUILDING COMPLIES***
DOE-24
PERF-1 page 5 of 23
Date: 8/3/1994
COMPLY 24 User 2875
(COMPLIANCE)
Proposed Compliance
Design Margin
------------------9.42 4.70
24.81 0.71
19.43 -1.44
0.00 0.00
45.69 -0.34
24.03 0.00
0.00 0.00 ------------------123.38 3.62
OPTIONAL CAPABILITES AND SPECIAL COMPLIANCE INFORMATION
Window/Wall Ratio Value Entered= 0.416
PERFORMANCE ENVELOPE SUMMARY Part 1 of 3
Project Name: Jif-Pak
Documentation: Haynal & Co., Inc.
GENERAL INFORMATION BY SPACE
Space Name
Offices
Storage
Occupancy
Office
Industrial Storage
ENV-2 page 6 of 23
Date: 8/3/1994
COMPLY 24 User 2875
Flr Floor Display
No Area Volume Perim.
1
1
1146
80
Total 1226
10314
720
0
0
PERFORMANCE ENVELOPE SUMMARY Part 2 of 3
Project Name: Jif-Pak
Documentation: Haynal & Co., Inc.
OPAQUE SURFACES Act Solar
Type Area U-Val Azm Tilt Gains Form 3 Reference ---------------------------------Wall 126 0.752 225 90 Yes 6" Concrete Wall
Wall 27 0.752 315 90 Yes 6" Concrete Wall
Wall 489 0.164 Int 90 No R-11 Metal Stud
Roof 1146 0.043 0 22 Yes R-19 Roof(R.19 on Tile)
Slb 1146 0.000 0 180 No Covered Slab
Wall 90 0.752 225 90 Yes 6" Concrete Wall
Roof 80 0.043 0 22 Yes R-19 Roof(R.19 on Tile)
Slb 80 0.000 0 180 No Covered Slab
ENV-2 page 7 of 23
Date: 8/3/1994
COMPLY 24 User 2875
Location/Comments --------------------Offices
Offices
Offices
Offices
Offices
Storage
Storage
Storage
PERFORMANCE ENVELOPE SUMMARY Part 3 of 3
Project Name: Jif-Pak
Documentation: Haynal & Co., Inc.
FENESTRATION SURFACES
# Type Area Frame Div -----------------------
1 Wdw Left (SE)252.0 None No
2 Wdw Back (SW)216.0 None No
3 Wdw Right (NW) 54.0 None No
OVERHANGS/SIDE FINS
Act
U-Val Azm -----
1.10 135
1.10 225
1.10 315
SC
Glass
Tilt Only
-----
90 0.53
90 0.53
90 0.53
ENV-2 page 8 of 23
Date: 8/3/1994
COMPLY 24 User 2875
Location/Comments ---------------------Offices
Offices
Offices
--Window-------Overhang---------Left Fin------Right Fin--
# Type Ht Wd Len Ht LExt RExt Dist Len Ht Dist Len Ht
NONE
PROPOSED CONSTRUCTION ASSEMBLY
Project Name: Jif-Pak
Documentation: Haynal & Co., Inc.
COMPONENT DESCRIPTION
Sketch of Construction Assembly
ASSEMBLY U-VALUE
Construction Components
Outside Air Film
1. Concrete, 140 lb, Not Dried
2.
3 .
4.
5 .
6.
7 •
8 .
9.
Inside Air Film
ADJUSTMENT FOR FRAMING
ENV-3 page 9 of 23
Date: 8/3/1994
COMPLY 24 User 2875
Assembly Name: 6 11 Concrete Wall
Assembly Type: Wall
Assembly Tilt: 90 deg (Vertical)
Framing Material: None
Framing Spacing: 11 O.C.
Framing Percent: o.o %
Absorptivity: 0.70
Roughness: Concrete, Asph. Shingles
Th R-Value
Fr (in) Cavity Frame
6.000
Unadjusted R-Values
0.17
0.48
0.68
1. 33
0.17
0.48
0.68
1. 33
(1 / 1.33) X (1.00) + (1 / 1.33) X (0.00) = 0.752
Weight:
Heat Capacity:
70.0 lb/sgft
15.40
TOTAL U-VALUE = 0.752
=====
TOTAL R-VALUE = 1.33
=====
PROPOSED CONSTRUCTION ASSEMBLY
Project Name: Jif-Pak
Documentation: Haynal & Co., Inc.
COMPONENT DESCRIPTION
Sketch of Construction Assembly
ASSEMBLY U-VALUE
Construction Components
Outside Air Film
1. Gypsum or Plaster Board
2.
3. Insulation, Mineral Fiber, R-11
4. Gypsum or Plaster Board
5 .
6.
7.
8 .
9.
Inside Air Film
ENV-3 page 10 of 23
Date: 8/3/1994
COMPLY 24 User 2875
Assembly Name: R-11 Metal Stud
Assembly Type: Wall
Assembly Tilt: 90 deg (Vertical)
Framing Material: Metal
Framing Spacing: II 0.C.
Framing Percent: 15.0 %
Absorptivity: 0.70
Roughness: Smooth Plaster, Metal
Th R-Value
Fr (in) Cavity Frame
0.17
0.625 0.56
* 3.500 11.00
0.625 0.56
0.17
0.56
11. 00
0.56
Unadjusted R-Values
0.68
12.98
0.68
0.00
Weight:
Heat Capacity:
5.4 lb/sqft
1.38
TOTAL U-VALUE = 0.164
=====
TOTAL R-VALUE = 6.10
=====
PROPOSED CONSTRUCTION ASSEMBLY
Project Name: Jif-Pak
Documentation: Haynal & Co., Inc.
COMPONENT DESCRIPTION
Sketch of Construction Assembly
ASSEMBLY U-VALUE
Construction Components
Outside Air Film
1. Roofing, Built-Up
2. Membrane, Vapor-Permeable Felt
3. Plywood
4. Air Space
5. Insulation, Mineral Fiber, R-19
6. Acoustical Tile, Interior Finish
7 .
8 .
9.
Inside Air Film
ENV-3 page 11 of 23
Date: 8/3/1994
COMPLY 24 User 2875
Assembly Name: R-19 Roof(R.19 on Tile)
Assembly Type: Roof
Assembly Tilt: 22 deg (Tilted Up)
Framing Material: Wood
Framing Spacing: II 0.C.
Framing Percent: 10.0 %
Absorptivity: 0.70
Roughness: Concrete, Asph. Shingles
Th R-Value
Fr (in) Cavity Frame
0.375
0.010
0.500
12.000
6.000
0.500
0.17
0.33
0.06
0.62
0.80
19.00
1.43
0.17
0.33
0.06
0.62
0.80
19.00
1.43
Unadjusted R-Values
0.61
23.02
0.61
23.02
ADJUSTMENT FOR FRAMING
(1 /23.02) X (0.90) + (1 /23.02) X (0.10) = 0.043
Weight:
Heat Capacity:
4.6 lb/sqft
1.45
TOTAL U-VALUE =
TOTAL R-VALUE =
0.043
=====
23.02
=====
CERTIFICATE OF COMPLIANCE (part 1 of 2) LTG-1 page 12 of 23
Date: 8/3/1994 Project Name: Jif-Pak
Address: 2770 Loker Ave.
Carlsbad, CA Building Permit No
Lighting
Designer: Checked by/ Date
Documentation:_Haynal_&_Co., _Inc~~a.------~~~:~:-~:-~~==-~~~:
GENERAL INFORMATION
Date of Plans: Building Conditioned Floor Area: 1226 sf
Building Type: Nonresidential Climate Zone: 7
Phase of Construction: O New Construction /4dition O Alteration
Method of Lighting Compliance: Performance -COMPLY 24 v 4.11
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 Regula-
tions. This certificate applies only to building lighting requirements.
The Principal Lighting 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 has been designed to meet the lighting requirements
contained in sections 110, 119, 130 through 132 and 146 or 149.
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
electrical 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.
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 following reason: ______________ _
PRINCIPAL LIGHTING DESIGNER
(Signature) (Lie. #) (Date)
LIGHTING MANDATORY MEASURES
Indicate location on plans of Note Block for Mandatory Measures:
CERTIFICATE OF COMPLIANCE (part 2 of 2)
Project Name: Jif-Pak
Documentation: Haynal & Co., Inc.
INSTALLED LIGHTING SCHEDULE
LTG-1 page 13 of 23
Date: 8/3/1994
COMPLY 24 User 2875
No of Watts/ Ballast Ballasts/ No of Note to
Name Lamp Type Lamps Lamp Type Luminaire Fixt. -----------------------------------------------------
Fluorescent 3 34 Standard 1.5 17
Incandescent 1
MANDATORY AUTOMATIC CONTROLS
Control
60
Control Location ID Control Type
n/a
Wall ---·wall __ _ $__ Single Switch $$ __ -Dual Switch -
CONTROLS FOR CREDIT
Control
Control Location ID Control Type
N/A -------
n/a 1
Space Controlled
_Storage -=-r----=-----_ Open Office Area __ _
Space Controlled
Field -------
Note to
Field
Note to
Field
LIGHTING COMPLIANCE SUMMARY
Project Name: Jif-Pak
Documentation: Haynal & Co., Inc.
ACTUAL LIGHTING POWER
Name Description
48" T-12 Low Watt /3 Lamp (Tandem)
60 w Incandescent/Exhaust Fan Combo
No of
Lumin -----
17
1
LTG-2 page 14 of 23
Date: 8/3/1994
COMPLY 24 User 2875
Watts
per -----
108.0
60.0
Default -------
y
-y---
Total
Watts
1836
60
SubTotal 1896
Less Control Credits (LTG-3) O
Total Proposed Watts 1896
* If not CEC Default value, please provide supporting documentation.
MODELLED LIGHTING POWER BY SPACE
Space Name
Offices
Storage
Occupancy
Office
Industrial Storage
TOTALS
Floor
Area -----
1146
80 -----
1226
Modelled
LPD
(w/sf) ------
1.602
0.750 ------
1.546
Total Tailored
(watts) (watts) --------------
1836 0
60 0 --------------
1896 0
* Note: Tailored Allotment requires supporting documentation on form LTG-4.
CERTIFICATE OF COMPLIANCE (part 1 of 3) MECH-1 page 15 of 23
Date: 8/3/1994 Project Name: Jif-Pak
Address: 2770 Loker Ave.
Carlsbad, CA
Mechanical
Building Permit No
Designer: Checked by/ Date
Documentation:_Haynal_&_Co., _Inc.~~Q~ __ :~~:~:-~:-~~==-~~~=
GENERAL INFORMATION
Date of Plans:
Building Type: Nonresidential
Building Conditioned Floor Area: 1226 sf
Climate Zone: 7
Phase of Construction: O New Construction 6ddition o Alteration
Method of Mechanical Compliance: Performance -COMPLY/24 v 4.11
Proof of Envelope Compliance: O Previous Permit 07c;mpliance Attached
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 Regula-
tions. This certificate applies only to building mechanical requirements.
The Principal Mechanical 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 has been designed to meet the mechanical requirements
contained in sections 110 through 115, 120 through 124, 140 through 142,144
and 145.
Please check one:
o I hereby affirm that I am eligible under ~he 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
mechanical 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.
0 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 following reason: ______________ _
PRINCIPAL MECHANICAL DESIGNER
(Signature) (Lie. #) (Date)
MECHANICAL MANDATORY MEASURES
Indicate location on plans of Note Block for Mandatory Measures:
CERTIFICATE OF COMPLIANCE (part 2 of 3)
Project Name: Jif-Pak
Documentation: Haynal & Co., Inc.
SYSTEM FEATURES
Zone Name New Area Time Control __ S __
Setback Control None
# of Isolation Zonesn/a
HP Thermostat Yes
Electric Heat 0.0 KW
Fan Control Constant Volume
VAV Min Position n/a
Simul. Heat/Cool n/a
Heat Supply Reset Constant Temp
Cool Sup~ly Reset Constant Temp
Ventilation C
OA Dam~er Control A .
Economizer Type No Economizer
Outdoor Air CFM 184
Heat Equip Type Heat Pump
Make & Model No. Rheem RPND-025J
Cool Equip Type DX
Make and Model
Code Tables
Time Control
S:Prog Switch
O:Occ Sensor
M:Man Timer
Ventilation
B:Air Balance
C:OA Cert.
M:OA Measure
D:Demand Cont
N:Natural
OA Damper
A:Auto
G:Gravity
MECH-1 page 16 of 23
Date: 8/3/1994
COMPLY 24 User 2875
Note to
Field
CERTIFICATE OF COMPLIANCE (part 3 of 3)
Project Name: Jif-Pak
Documentation: Haynal & Co., Inc.
DUCT INSULATION
System Name -----------------------Rheem RPND-025J
PIPE INSULATION
System Name
Domestic Hot Water
Type Duct Location --------------------------Heating Ducts in Attic
Cooling Ducts in Attic
Insul
Pipe Type Required
y / N
NOTES TO FIELD -For Building Department Use Only
MECH-1 page 17 of 23
Date: 8/3/1994
COMPLY 24 User 2875
Duct Tape
Allowed -------
y I N y I N
Insul
R-Val -----
4.2
4.2
Note to
Field -------
Note to
Field
MECHANICAL EQUIPMENT ZONING SUMMARY
Project Name: Jif-Pak
Documentation: Haynal & Co., Inc.
SYSTEM/ZONING SUMMARY
Zone/Spaces Served Central/Zonal System
MECH-2 page 18 of 23
Date: 8/3/1994
COMPLY 24 User 2875
System Type
No
Sys
New Area Rheem RPND-025J Packaged Heat Pump 1
Offices
Storage
Warehouse
MECHANICAL EQUIPMENT SUMMARY MECH-3 page 19 of 23 ---------------------------------------------------------------------------Project Name: Jif-Pak Date: 8/3/1994
Documentation: Haynal & Co., Inc. COMPLY 24 User 2875
CENTRAL SYSTEM SUMMARY
fys ~
No System Name System Type Sys Economizer Type
1 Rheem RPND-025J Packaged Heat Pu 1 No Economizer
CENTRAL SYSTEM RATINGS
Sys-------Heating----------------------------------Cooling----------
No Type Output Aux KW EFF Type Output Sensible EER SEER
1 Heat Pump 22400 0.0 7.10 DX 22000
CENTRAL FAN SUMMARY------------Supply Fan-----------
Sys Mtr Drv
No Fan Type Motor Location CFM BHP Eff Eff
1 Constant Volume Draw-Through
ZONAL FAN SUMMARY
Space Name
None
No CFM
800
Zonal Fan
Mtr
BHP Eff
0.16 55 100
Drv
Eff No CFM
16500 9.60 11.00
Return Fan
Mtr Drv
CFM BHP Eff Eff
None
Exhaust Fan
Mtr
BHP Eff
Drv
Eff
MECHANICAL VENTILATION
Project Name: Jif-Pak
Documentation: Haynal & Co., Inc.
VENTILATION SUMMARY BY SPACE
Space Name T Occupancy -------------------------------------Offices Office
Storage Industrial Sto
Floor
Area
-----
1146
80
sqft
/Occ
143
500
MECH-4 page 20 of 23
Date: 8/3/1994
COMPLY 24 User 2875
Tran
CFM Min Design sfer
/Occ CFM CFM CFM ------
21.5 172 172
75.0 12 12 ------
TOTALS 184 184
Note: If Tailored (T=*), user must document sqft/Occ and/or CFM/Occ values.
HVAC ZONE HEATING & COOLING LOAD SUMMARY
Project Name: Jif-Pak
Documentation: Haynal & Co., Inc.
HVAC ZONE DESCRIPTION
HVAC Zone Name:
Heating System Name:
Cooling System Name:
System Multiplier:
Fan Schedule:
Peak Load Method:
Relative Humidity:
SPACES IN THIS ZONE
Offices
Storage
Warehouse
PEAK
(Jan 12am}
(Jan 12am}
(Jan 12am}
TOTAL SPACE LOAD
Duct Gains & Losses:
Ventilation: ( 155 CFM}
Return Air Lighting Gain
TOTAL SYSTEM LOAD
SYSTEM OUTPUT AT DESIGN CONDITIONS
HEATING
28423
2662
0
31085
3108
5357
39550
18362
page 21 of 23
Date: 8/3/1994
COMPLY 24 User 2875
New Area
Rheem RPND-025J
1
Day Fans STD
COINCIDENT
50 %
COOLING
PEAK SENSIBLE LATENT
(Aug
(Aug
(Aug
4pm}
4pm}
4pm}
34702
1457
0
36159
3616
670
0
40445
17024
716
38
0
754
198
952
6439
NOTE: The TOTAL SYSTEM LOAD shown represents the minimum size equipment
which will heat or cool this zone during the design conditions indicated.
These numbers include no safety factor, and the HVAC contractor should
oversize by a reasonable margin to account for variations in weather
conditions and the pick-up capacity required to bring the zone to temper-
ature as a result of a setback thermostat. Those responsible for final
equipment selection should note that Sensible and Latent Cooling Loads are
indicated to allow for accurate comparison with manufacturer's output data.
SPACE HEATING & COOLING LOAD SUMMARY
Project Name: Jif-Pak
Documentation: Haynal & Co., Inc.
SUMMARY OF PEAK HOUR LOADS FOR SPACE
Space Name:
DESIGN CONDITIONS
Peak Hour:
Indoor Conditions:
Outdoor Conditions:
LOAD COMPONENT
Wall Conduction
Window Conduction
Door Conduction
Roof Conduction
Skylight Conduction
Floor Conduction
Slab Conduction
Interior Conduction
Infiltration
Solar Gain
Lighting
Receptacle
Process
Occupants
Quantity
642.0 sqft
522.0 sqft o.o sqft
1146.0 sqft o.o sqft o.o sqft
1146.0 sqft o.o sqft
0.0 AC/hr
522.0 sqft
1836.0 watts
1146.0 watts o.o watts
7.2 occs
SPACE LOADS
page 22 of 23
Date: 8/3/1994
COMPLY 24 Us.er 2875
Offices
COOLING
HEATING SENSIBLE LATENT
Jan 12am
70 F DB
38 F DB
Btu/hr
3681
18374
0
1593
0
0
4774
0
0
0
0
0
0
0
28423
Aug 4pm
78 F DB
82 F DB
50 % RH
66 F WB
Btu/hr Btu/hr
1833
1295
0
285
0
0
0
0
0
23975
4463
1956
0
895
34702
716
716
Heating AirFlow:
Cooling AirFlow:
28423 Btu/hr
1
; [1.08 x
34702 Btu/hr [1.08 x
35 F DeltaT)] =
23 F DeltaT)] =
753 cfm
1399 cfm
SPACE HEATING & COOLING LOAD SUMMARY
Project Name: Jif-Pak
Documentation: Haynal & Co., Inc.
SUMMARY OF PEAK HOUR LOADS FOR SPACE
Space Name:
DESIGN CONDITIONS --------------------Peak Hour:
Indoor Conditions:
Outdoor Conditions:
LOAD COMPONENT Quantity ---------------------------------
Wall Conduction 90.0 sqft
Window Conduction 0.0 sqft
Door Conduction 0.0 sqft
Roof Conduction 80.0 sqft
Skylight Conduction 0.0 sqft
Floor Conduction 0.0 sqft
Slab Conduction 80.0 sqft
Interior Conduction 0.0 sqft
Infiltration 0.0 AC/hr
Solar Gain 0.0 sqft
Lighting 60.0 watts
Receptacle 80.0 watts
Process 0.0 watts
Occupants 0.2 aces
SPACE LOADS
HEATING
-------
Jan 12am
70 F DB
38 F DB
Btu/hr -------
2165
0
0
111
0
0
385
0
0
0
0
0
0
0 -------
2662
page 23 of 23
Date: 8/3/1994
COMPLY 24 User 2875
Storage
COOLING
SENSIBLE LATENT --------------
Aug 5pm
78 F DB 50 %-RH
81 F DB 65 F WB
Btu/hr Btu/hr --------------
1325
0
0
16
0
0
0
0
0
0
141
137
0
22 38 --------------
1640 38
Heating AirFlow:
Cooling AirFlow:
2662 Btu/hr
1
; [1.08 x
1640 Btu/hr [1.08 x
35 F DeltaT)] =
23 F DeltaT)] = 71 cfm
66 cfm
MANDATORY REQUIREMENTS
ENVELOPE MANDATORY MEASURES (NONRESIDENTIAL)
1. Exterior manufactured doors, windows, and fenestration products shall meet the infiltration and U-value certification requirements of Section
116(a).
2. Site-constructed doors, skylights, and windows shall be caulked and weather-stripped per Section 116(b).
3. All joints and openings which are potential sources of air leakage shall be caulked, gasketed, weather-stripped or otherwise sealed to limit
infiltration and exfiltration per Section 117.
4. Certified insulation materials per Section 118(a).
5. Urea Formaldehyde foam insulation installed per Section 118(b).
6. Insulation installed to meet flame spread and smoke density requirements per Section 118(c).
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 seperately 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).
MECHANICAL AND PLUMBING MANDATORY MEASURES
Equipment and Systems Efficiency
1. HVAC and service water heating equipment shall meet Appliance Efficiency Regulations, per Sections 111 and 112.
2. Piping, except those conveying fluids attemperatures between 60 and 105 degrees F, or within HVAC equipment, shall be insulated in
accordance with Section 123.
3. Air handling duct systems shall be sealed in accordance with the SMACNA HVAC Ducts Construction Standards, Metal and Flexible, 1985,
per Section 124(a) and (b). Ducts shall be installed and insulated as provided in UMC, Chapter 1 O.
4. Pilot lights shall not be installed for natural gas central furnaces, and pool and spa heaters, per Section 115.
Ventilation
1. Every space in a building shall be designed to have outdoor air ventilation according to Section 121 (a), (b) and (e).
2. Operation and control of outdoor air shall meet the time-of-occupancy and pre-occupancy requirements of Section 121 (c).
3. When a return plenum is used to distribute outdoor air to a covered HVAC unit, the ducted discharge shall be in accordance with Section
121 (d).
4. Systems shall meet the completion and balancing requirements of Section 121 (f).
Controls
1. Each space conditioning zone shall be controlled by an individual thermostatic control that responds to temperature within the zone. Heating
shall be adjustable down to 55 degrees or lower, and cooling shall be adjustable up to 85 degrees or higher. The control shall provide a
dead-band of 5 degrees between heating and cooling, Section 122(a) and (b).
2. Heat pumps with supplementary electric resistance heaters shall have controls per Section 112(b).
3. Each space conditioning system shall be installed with an automatic time switch, able to shut off operation during off-hours of up to four
hours, per Section 122(e)1.
4. Thermostat setup and setback controls are required if the summer design dry bulb temperature is more than 99 degrees F, or if the winter
design temperature is less than 33 degrees, per Section 122(e) 2, and its exceptions.
5. Outdoor air supply and exhaust equipment shall be installed with dampers that automatically close during periods of non-use for the areas
served by the equipment, per Section 122(f).
6. Each space conditioning system serving multiple zones with a combined conditioned floor area more than 25,000 square feet shall be
designed, installed, and controlled to serve isolation areas, per Section 122(9).
SERVICE WATER HEATING SYSTEMS
1. Temperature controls and recirculating pump controls shall meet the requirements of Section 113(a) and (b).
2. Flow rates and temperature controls for public lavatories shall meet the requirements of Section 113(b)3.
3. Unfired service water heater storage tanks and backup tanks for solar water heating shall comply with Section 113(b)4.
i
,ff, -It -ff, /77.oo + 527.oo = 101,c)Q
,
, .-
1
1 &o0 E 102o;p(ur1:) >< 20~p x .ff Jo~ 1Moo #:<.01_00 + :#9,z~ao -::: JI, /129.oo
1 ~s-oo r/l{fft'.>Vy.SA~JP x-lif10 = tJ C/25.oo
' /3IJJt; r 105,/, (pFI.') ;< 2oflC$6'oa,p x .// Jo -=: 2c6.oo "-2.os. 00 ,J> eoa .oo = *1 ooa. ao
/0)O(;,7/,(w~~x 54~.¢ x#,o:::: 803.cm
, 8~ C; //3'/ r} ~Ff.)X 20A';¾oo¥ Y--hfo -::::-lfz2~.oo 11226 .00 +#513.oo -== 4139.ob
:l /0 2&,J~&H:s£)1<-.5',q~O'f xfl/0 =' /$6/3,()D
!BW9 P 92V r/ + 1600 ¢/wu ~ .51 )
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: 3LO~ £
'
18lOC? /---)
<, -
:,·.· ......
. •, ..
.. · .. : ... : .
,
Jurisdiction .C!,t:;a'-.st3,1 D
7<.sviseo o Bldg_. Dept.
O Esgil VALUATION AND PLAN CHECK FEE
PLAN CHECK NO, l?G-..c,t?J'Z-
BUILDING ADDRESS (?{ //I> LoK1=R..
APPLICANT/CONTACT Ji,._,,., l=D, .. •h1120~
BUILDING OCCUPANCY 8-2---='---,..;..__ ____ _
TYPE OF CONSTRUCTION V-tv SP4..,
BUILDING PORTION BUILDING AREA
&,c..o., ,if? e
OFF/Ce. <j~y
bJ A-,e.e. H-u cJS1.rJ9 . CJJ q?-y
:
. .
Air Conditioning-
Commercial q,;;z.y
Residential
Res. or Comm. /0.,.~4~ Fire Sprinklers ..
-
Total Value
-§::-A(/E /4/e::r
PHONE NO. 29 3 -77 ;ro
DESIGNER PHONE -S'A-,.-,...i.&:.
CONTRACTOR PHONE-------
VALUATION VALUE
MULTIPLIER
~o~ 41 51?0 ,,. '
. .
Jct.~ .. .-rrl
/Cf I~ -v, ~~ ~S-7 ~?'-ff-.·'??-
I _.
.
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@. ;z, -go . ·:::Z..S-"8'7·~ /
@
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@
.. cf . , " --d2J,! b 0/ ~ ~1 qq.r'
Fee Adjusted To Reflect D Energy Regulations (Fee x 1.1)
OHandicapped Regulations (Fee x 1.065)
B uildirig Perm it Fee. $ ___________________ --"'$'--,,,..,_.s;..~.:;...O __ ' ___ · ,e..O.;;....;..b
Plan Check Fee $ $ _.::;__ ____________ ---'-______ _...::; _______ _
C .0 M M E N TS: V.4lUJt71°.,J f Roo""
8/4/82
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· LOCAL APPLICATION·FOR EXEMPTION FROM···STATE OF CilIF°oRNIA .......... .
i 1'.. ·.. ,,. 1jrLE 24 ACC~SIB_ILITY REQUlREM°:ENT(S). . . . .. ,_._· --.: __ ,_: --~: .: ... _
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·... Documentation of Unreasonable Hardship: -
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· Project Address: '"7/710 ( o(Ler A(e,.\/UeS+-
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Plan Review #:'·1 I , •• -----
Telephone:
Teleph_b-ne:.
-. -_ . . -· .. _: .. ·:.: .::·~<-:~_-:::::,_ 0 --Lk~? -0& 77----...... ··-·· .. -. . . -.. ~ . -... -. · ...... · ... --. . -.
. · .. I bereby"r·equeit an exemption from Title 24 AcceS$ibi1ity Standards pertaining to reasonable
( -·. a vaifability to, ·or µsage· by,, th~ physically disabled. . . .. ·-· -·--
11 '. I •
. '·' ··-----The-~f-ollowing---information i.5-prov.ided to assist the Building Official.in the deteri:runatio.n-of · .. · _:.--....... ______ _
..... '. -unreasonabie''.i:ia.rdship .. (Please ansyv~r all items): . ,. .. .. . -·, ..
I ..
·'_:·-.:.>1_.:, ,'The-nature of the use of the facility under constn.iction and its avai1abili.ty to disabled
• I •• •• • i , • • • • •• -.· • • , • , .• ,, • •• · pers·ons·: · · · · ····
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, ~: Wnde'2t:tte ~el'~ Y'l(25v\~.s.
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-:· ... .,, . .-:._,-··2:·>~;---°The-cos-t_:o~_-.p:oViding access: . ·$-~----·.-· ·Oe-:~ tJ&-f)·_~:~.;--~--A-:'.:.:-.<,~-;~:=:·~:-·~·~---__ l'
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: :.::~,--_:.-3:··· _ .. -. ·The_c<?,~tofa]l ,contemplated ·constructio_n:·
·-. . '
·-. __ ,_., . 4 .. . ·The access feature increases the cost -... -· ...... .. '•
of constructfon by:· ' '
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__ :_ ·.:~: :. 5 ... ··· · Th.~_.iitip;Gt of prop·~~d-irnprove~erits ~n fmap.cial ·fea.sib·ili~y of the.proj~t: .. · ... ~ .
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(_ '··· •· • • • · • ' ' 1 • •· , -I . 1 ; I • -----~-:... :·6:·,--.:.·:· Th"e nature·of accessibility which would be gained or lost:
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I Attachments prov_ided for the abov~ .
. -. . .
.. Th_e_fol19wip.g·ind.,i_viduals provided info.rmation listed in the ~bove section:
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. . . . .... ---------------Owner ..
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,·-.. ~ , .. -~ . . .. : .. : ' . . . -... ,. ·-.
· ·---· .'.Address-· · ,' -: Address ···; .. :: ..... .. ... -·---·· :·.··, .. · .....
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ure and Date • 11,;1 , i Signature ~nd O,~te.
....... , ............... ,J**'******'**''~~······~·····················~·····-~··
NOTICE
: •. \,. -·· -·---· -, · · ·•· • · · u. ,I I I • ,. .. .I .
. . :: -:::~-'-·ir ap"pro;·ecf,\h_e determination o(u~nabl~ h-~dship-~d-this d~~6:ntati~;· do .· ·_ ·_ · ·:_:~~:-~:~;~:::·· .. ,
·. · _.--~-----~~~.t._allow··a:i;: -e~emption from. any other access requirement. · _ ·· · ,-. ,. · · ·. _. ___ _. · _:·:·. · · ··-.·
-. --· ---. . . . . .. -. ~ --. .
.. Th.e ex~_rnption· requested by this fo_nn,applies to the following itern(s) of the project~·_which.is ...
· · shown· on pages· ____ , __ , of the plans:
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(~)-{2-'e~T(l-00'41 Doo~ Tu t>teD~l~-. ~P~ ·
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. . . .:... ... . -·-·-.. ----• I_ • ~ • !· ! I : _ _ _______ 9Q: · 10_uivalent f~cili~tion w~~-be p~ovided q..5 specified in ~~tion· _.· __ ·· __ _
-·-•. 1 ••· ---· · • · -· Tifle-24, Califorrua Administrative -Code ": ,,1, • I·
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. -... ·.-> · ·:· ~--··· .. : [. ]. _· ~:-Provisiq.z;i.for eq:uivaJ_ent facilitation is not required as per Section ______ ,.·,.· ·· .. _ .... -. ··,· .. · ...
-: .. _-·.-_·-_· ...... .-:. -. . Titi°e ·2(°California Administratfve Code . -·· .-. .,
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··--.---.-0-·-=--.. -BUILDING OFF1GIAL:DECISION
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, -., ., ·· ·:·S_ign~:t.~e-of City·B-uµding Official '.. '. -
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•I •. S~bmitted by Applicant .... . .. ..... ... ··-:_--···, ··. · ....
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Date submitted -by App-lican-t ·· · -··
-.. ·: :.·· .. -.
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APPEALS NOTICE INFORMATION
. .-; ·. ~'--.. Pu~uan t t~ :Heal th -a~d Safety Cod·e, S~ti~n 199 57; ·a_;plicati~~ can·~ 1~&1e -t~:-.tlie -Bo~~-ct'-or ·:.. . ··:: -~::~-:: ... ::·
-_ "'·~:--: .-:~Api?ea1-; ·r?r--rev,ie\Y within 90 days ·of complaint. Application for such ap·~1s··can·be-~ro.~cti·-·_. --:~i:_:-_--_~.
------·_ i;-i"thrn-10 da~~ of the 'Building·oqkial's decision.----· ---
II
. · [. --J 'Issue ·10 be considered at Appeal_s Board
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