HomeMy WebLinkAbout2382 FARADAY AVE; 250; CB941014; PermitB U I L D I N G P E R M I T Permit
Project
Development
Suite: ;?oo
No: CB941014
No: A9401435
No:
09/16/94 09:13
Page 1 of 1
IMPROVEMENT
Lot#:
Reference#:
Job Address: 2382 FARADAY AV
Permit Type: COMMERCIAL TENANT
Parcel No: 212-062-17-00
Valuation: 52,000
Construction Type: Vi
Occupancy Group: B-2
Description: 2000 SF SHELL TO OFFICE
619
CITY OF CARLSBAD
8668 09/16/94 0001 01
C-PRMT
02
512-00
Status:
Applied:
Apr/Issue:
Entered By:
297-4156
ISSUED
08/12/94
09/16/94
DC
2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161
C_jc_ LS 10
PERMIT APPIJCATION PLAN CHECK NO. q C{ .._ I(!) I c.f
City of Carlsbad Building Department
FSr. vAL ~L, ~ oc) 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161
PLAN CK DEPOSIT '?;;(Co• c, 1. PERMrl' 'l'YPE VAIID.BY _____ -=--r---+-r--e-_,-
DATE ..,_
From list 1 (see back) give code of Permit-Type: ___________ _ 01 02
For Residential Projects Only: From list 2 (see back) give C-PRMT 276"00
Code of Structure-Type: _____________________ _
Net Loss/Gain of Dwelling Units __________________ _
FOR OFFICE USE ONLY
~rfZUltiz~ Cav~W1 Ct. q4ocJo
mt o. o.
1i(2 Energy Cales l!!l'.2 Stru~tural Cales D 2 Soils Report D 1 Addressed Envelope
ASSESSOR'S PARCEL i.J/4fr ~TING USE
DESCRJPTION OF WORK~ (M,\O~ 6 PROPOSED USE
SQ. FT. '2 uC0 # OF STORJES Q # OF BEDROOM~ # OF BATHROOMS
I
NAME (last.name first) ADDRESS
CITY STATE ZIP CODE DAY TELEPHONE
4. APPDCAN'I' LI coN'l'MCIOR D AGENT FOR CON'IMCIDR DOWNER )!bGEN'l' FOR OWNER
NAME (last name first) VOIT C)t) , ADDRESS '2-~2 ~ -AJJe ~+C,, J [O
~c,mITY~m-vrli~wmr~----=s_T_ATE_eA°..;__'----:zI_P 7co=-D_E ~~;:;..o::::...;o~..;_D_A_Y _TE_LE_P_iio_N_E~l-~.:;-=1..~~-W.4i~7 ~~;...::;cr.;.,:.i'v.!.:,d----J;~~·,JI) I
. NAME (last name first)/(~ c!o1Jsp£ t/t:o/7tJlL} 67-/ /41::::, ADDRESS 3 3~c;, _,,e V/f? 7 ~ :$ /-
CITY "a f1'V' (//,:GGe;) STATE?-/-ZIP CODE ?21//0 DAYTELEPHONE c;;,/9 ;;:2J?'/"--'/ ;:,-_{,
NAME (last name first) ADDRESS
CITY ZIP CODE DAY TELEPHONE
SIGNATURE DATE
8. oWNER-BUllDER DEC1.ARA110N
0
0
0
uwner-11uuaer 1Jec1arauon: I hereby afhrm that I am exempt from the Contractor's Llcense Law for the followmg reason:
I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or
offered for sale (Sec. 7044, Business and Professions Code: The Contractor's Llcense 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.).
I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions
Code: The Contractor's Llcense 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 Llcense Law).
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 THts SECTION FOR NON-RESIDENTIAL BUIIDING 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?
DYES D NO
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district?
DYES D NO
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site?
DYES D NO
IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY Nill BE~ AFfERJULY I, 1989 UNLFSS THE APPUCANT
HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE Aill POllUTION CONTROL DISTRICT.
9. UJNsl'ROCl'ION LENDING AGENCY
I hereby afhrm that there 1s a construction lendmg agency for the performance of the work tor which this permit 1s issued (Sec 3097(1) C1VII Code).
LENDER'S NAME LENDER'S ADDRESS
10. APPUCAN1 CER11FICA:110N
I cerufy that 1 have read the apphcauon and state that the above mformanon 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 AI.50 AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CTIY OF CARLSBAD AGAINSf All IJABILI.TIE.5, JUDGMENTS, cosrs
AND EXPENSF.S WHICH MAY IN ANY WAY ACCRUE AGAINSf SAID CTIY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.
OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height.
Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the
building or work authorized by such permit is not commenced within 365 days from the date of such permit or if the building or work authorized by
such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 303(d) Uniform Building Code).
APPLICANT'S SIGNATURE DATE: ___ _
WHITE: File YELLOW: Applicant PINK: Finance
PERMIT# CB941014
DESCRIPTION: 2000 SF SHELL TO
TYPE: CTI
JOB ADDRESS: 2382 FARADAY
APPLICANT: ROEL CONSTRUCTION
CONTRACTOR:
OWNER:
CITY OF CARLSBAD
INSPECTION REQUEST
FOR 12/08/94
OFFICE
AV
PHONE:
PHONE:
PHONE:
REMARKS: MW/PAUL/PAGER 899-8363
SPECIAL INSTRUCT:
TOTAL TIME:
--RELATED PERMITS--PERMIT# TYPE
FAD94029 FADD
STATUS
ISSUED
INSPECTOR AREA TP
PLANCK# CB941014
OCC GRP B-2
CONSTR. TYPE Vl
STE: 250 LOT:
619 297-4156
Cb LVL DESCRIPTION ACT COMMENTS
19 ST Final Structural
29 PL Final Plumbing
39 EL Final Electrical
49 ME Final Mechanical !-~-----
--------------------------------------------------------
***** INSPECTION HISTORY*****
DATE
112994
112394
111094
111094
111094
101394
101194
100794
100694
100594
DESCRIPTION
Interior Lath/Drywall
Rough Combo
Frame/Steel/Bolting/Welding
Rough Electric
Rough/Ducts/Dampers
Rough/Topout
Interior Lath/Drywall
Frame/Steel/Bolting/Welding
Frame/Steel/Bolting/Welding
Frame/Steel/Bolting/Welding
ACT
NR
CA
PI
PI
PI
AP
PA
PA
co
co
INSP
TP
TP
TP
TP
TP
TP
TP
PD
TP
TP
COMMENTS
CONT NOT ON SITE?INSP
ONE SIDE TAPE
WALLS
-.....
r·r·;, t·:CL _-_:
DEPT: BUILDING
FINAL BUILDING INSPECTION
ENGINEERING \ FI~ PLANNING U/M WATER
. PLAN CHECK#: CB941014
PERMIT#: CB941014
PROJECT NAME: 2000 SF SHELL TO OFFICE
ADDREss : c2.:.3J32_FARioiY--~Av-~sur.TE,#-2.s~a=:-.=J
CONTACT PERSON/PHONE#: MW/PAUL/PAGER 899-8363
S~WER DIST: CA WATER DIST: CA
INSPECTED ~
BY: /J, ~
INSPECTED
BY:
DATE /.
INSPECTED: )Zff2t/
DATE
INSPECTED:
DATE: 12/08/94
PERMIT TYPE: CTI
==7==================
APPROVED v__ DISAPPROVED
APPROVED DISAPPROVED
INSPECTED
BY:
DATE
INSPECTED: APPROVED DISAPPROVED
COMMENTS:
,1
DATE:
ESGIL CORPORATION·
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619) 5~0-1468
JURISDICTION: CARLSBAD PLAN CHECKER
0FILE COPY
QUPS.
2..WDE~IGNER
PLAN CHECK NO: SET: 1
PROJECT ADDRESS: ..2...-:; zz_ EA-ef1-D Jtt?4 Me I l
~ ,..., r::-<:. .,.,-_ ', PROJECT NAME: !-J,,I~~ < •+
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.wi~l 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.
. . _g} The applicant's.copy of -the check_ ~ist has been.sent to:
. ~l-t-£-lletH--1<..~M11JCie"e._ -=----=--"-''-'-------....;c_---------------------····-
~ 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# _______ _
0 REMARKS: ________________________ _
By=· fl-Be: D<; l I G NT&
ESGIL CORPORATION
IZIGA ~CM D PC
Enclosures: -----------
g-,e:, -1cJ
PLAN amcx M>. : __ '[.......,;;;4:-_-_I_O_l .... lf--____ _
JURISDICIIOH:---'CARLSBAD==='-------------
GlJDD 81 ectH-5(
CIJ-.. 9-U6D
OCCOPANCY: __ f3-_-_:Z... __________ _
BUII.J)ING USE: ___ (!)_F_---_F_l_C!-e-_.,_s. ______ _
TYPE OF CONS'.tRDcrIOH: __ v_-_·_f __ ~_'j?:__ ___ _
ACTUAL AREA: :L()OD C (r I, 0 1~)
ALLOWABLE ARKA:. __ -~_cc_t __ S ____ T_lG _____ _
-J 1
S'l'ORIES: __________________ _
1
BEIGB:r: ___________________ _
SPRINKLERS: __ ~q:,_ES _______ _
OCCOPARr LOAD: __ :Z_D __ ( _____ r_~_L_r _6_,;v_c..._61.....,)~
REMARKS: _________ --;----------
Date plans received by jurisdiction:
Date plans received by-Esgil Corporation:
&-llo-9(f
Date initial plan check completed:
Applicant contact person:
ppetfi--CltllfrH-11-tJ Tel. t!Jc;.,) 4.76,-tµ)OO
~: PLEASE READ
Plan check is limited to technical requirements
contained in the Uniform · Building Code, Uniform
Plumbing -Code, Uniform Mechanical Code, National
~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. Code sections cited are
based on the 1991 UBC.
The circled· ·items listed need clarification,
modification or change. All items must be
satisfied before the plans will be in conformance
with the cited codes and regulations. Per Sec.
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. 1 plan sheet, specification, etc.
Be sure to enclose the marked up list when you
submit the revised plans.
NOTE: PAGE IflJMBERS ARE NOr IN SEQOEHCK AS PAGES HAVING BO InMS HKEDING CORRECTIONS WERE DELETED.
LIST NO. 41 CARLSBAD TENANT IMPROVEMENT WITHOUT SPECIFIC ENERGY ZONE DATA OR POLICY SUPPLEMENTS, 1991 UBC
0 Please make all corrections on the original
tracings and submit two new sets of prints, to:
0
0
0
I·
/.
i
0
i
Esgil Corporation, 9320 Chesapeake Drive,
Suite 1208, 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;i:-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 remodel) within
the building. ·
8 4/92
{z.
.0
On the first sheet of the plans indicate:
Type of construction of the existing building,
present and proposed occupancy classifications
of the remodel area and the occupant load of
the remodel areas. and the floor where the
tenant improvement is located.
Provide a note on the plans indicating if any
·hazardous materials will be stored and/or used
within the building which exceed the
quantities listed in UBC Tables 9-A and 9-B.
A complete description of the activities and
processes that will occur in this tenant space
should be provided. A listing of all
hazardous materials should be included. The
materials listing ·should be stated in a form
that would make classification in Tables 9-A
and 9-B i'Ossible. The building official may require a technical report to identify and
develop methods of protection from hazardous
materials. Section 901(f).
If control areas are used for exceeding the
exempt amounts of hazardous materials from
Tables 9-A and 9-B, they shall be constructed
of not less that required for a one-hour
. occupancy separation. Section 404.
The number of control areas within a building
used for retail/wholesale stores shall not
exceed two; the number of control areas in
buildings with other uses shall not exceed
four. Footnote 1, Tables 9-A and 9-B.
The aggregate quantity of any hazardous
materials 11in use11 and 11in storage" shall not
exceed the quantity listed in Tables 9-A and
9-B for 11storage11 • 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
t·
Identify existing walls to be removed,
existing walls to remain and proposed new
walls. Identify bearing walls, non-bearing
walls, and shear walls.
Show safety glazing in the following
locations, per Section 5406(d):
a. Where the nearest edge of glazing is
within a 24-inch arc of either side of a
door in a closed postion (unless there is
an intervening wall between the door and
the glazing or if the glazing is S'-O" or
higher above the walking surface).
b. Glazing greater than 9 square feet with
the bottom edge less than 1811 above the
floor and the top edge greater than 3611
above the floor (unless the glazing is
more than 36" horizontally away from
walking surfaces or if a . complying
protective bar is installed).
c. Glazing in shower and tub enclosures
(including windows within 5 feet of tub
or shower floor).
Provide a section view of all new interior
partitions. Show:
(a)
(b)
(c)
(d)
Type, size and spacing of stud~. Indicate
gauge for metal studs. Specify
manufacturer and approval number or
indicate "to be ICBO approved".
Method of attaching top and bottom plates
to structure. (NOTE: Top of partition
must be secured to roof or floor framing,
unless suspended ceiling has been designed
for partition lateral load).
Wall sheathing material and details of
attachment (size and spacing of
fasteners).
Show height of partition and suspended
· ceiling, and height from floor to roof
framing or floor framing.
Provide notes and/ or details to show that the
floor and wall finish in toilet rooms are
surfaced with a smooth hard non-absorbent
material extending five inches up the wall.
Similar surfacing shall be provided on the
walls from the floor to a height of 4 feet
around urinals and within water closet
compartments. _Sectio~ SlP(b).
Note on the plans: "All-,:interior finishes must
comply· with Chapter 42 of the UBC". Specify
11Class ____ .flame -spread rating· (minimum)
for------------·"
Note on plan that suspended ceilings shall
comply with UBC Tables 47-A and 23-P.
In buildings having floors and roofs of wood
frame construction, other than dwelling or
hotel occupancies, draft stop the area between
the ceiling and floor above so that no
concealed space exceeds 1,000 s. f. an9 no
,horizontal dimension exceeds 60 L.F. (if space
has sprinklers, then 3,000 s.f. and·100 L.F.).
Section 2516(f),
7/8/92
In buildings having floors and roofs of wood
frame construction, other than dwelling or
hotel occupancies, draft stop the area between
the ceiling and roof above so that no
concealed space exceeds 31000 s.f. ~d no
horizontal dimension exceeds 60 L.F. (if space
has sprinklers, then 9,000 s.f. and 100 L.F,).
Section 2516(f),
Storage areas exceeding 1000 sq. ft. in
connection with wholesale or retail sales
shall be separated from the public area by a
one-hour occupancy separation. If the entire
building has an automatic sprinkler system,
then the occupancy separation need not be
provided. Section 702(c).
An automatic sprinkler system shall be
installed in rooms used by the occupants for
the consumption of alcohol and in accessory
uses where the total area of such unseparated
rooms and assembly uses exceeds 5000 square
feet. Section 3802(c).
The tenant space and new and/or existing
facilities serving the remodeled area must be
accessible to and functional for the
physically disabled. See the attached
correction sheet. Title 24, Part 2.
3/. The width of the required level area on the
: .side .. into which doors swing shall extend 24
... · inches past the strike edge for exterior doors
and 18 inches past the . strike edge for
inte~ior doors. Section 2-3304, Title 24.
Specify lever-type hardware for passage doors
on floors accessible to the disabled. Section
2-33041 Title 24.
If both sexes will be employed and the number
of employees exceeds four, provide separate
toilet facilities for men and women. If "both
sexes will be employed and the total number of
employees will not exceed four", and only one
restroom is provided, note the words in
quotation above on the floor plan. Section
705(c).
A --hour occupancy separation is
required between _______ -=:-.occupancy and
the ______ occupancy. Table 5-B.
Ducts penetrating occupancy or area separation
walls must have fire dampers. Section 4306
(j).
In areas where the occupant load exceeds __ ,
two exits are required. See. _______ _
Table 33-A.
Provide an exit analysis plan (may be 8 1/211 x
11" or any convenient size).
Exits should have a minimum separation of one-
half the maximum overall diagonal dimension of
the building or area served, Section 3303(c).
3
f·
5/.
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 .Qng
exit through £ill! adjoining room. Revise exits
to comply. Section 3303(e).
Exit signs are required whenever two exits are
required. Show all required exit sign
locations. Section 3314 (a).
Show that exits are lighted with at least one
foot candle at floor level. Section 3313{a).
Show the locations of· existing exits from the
building and show the path of travel from the
remodel area to the existi_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 TO 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).
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· '~verhead doors are not
permitted as exit doors if the occupant load
exceeds 9 or the exit door serves a hazardous
area. Section 3304(h).
Provide panic hardware in Group A,E,H-l,H-2,H-3
and I occupancies. Chapter 33.
Double acting doors are not allowed when
serving a tributary occupant load of more than
100, or when part of a fire assembly, or part
of smoke and draft control assemblies or when
, equipped with panic hardware. Section
3304(b).
5/28/92
r·
Corridors must provide continuous protection
to the .exterior of the building.
Interruptions by an intervening room is not
permitted. Foyers, lobbies or reception rooms
constructed as required for corridors are not
considered intervening rooms. Section 3305.
Corridors and exterior exit balconies serving
10 or more occupants must be a minimum 44
inches wide and 7 feet high to the lowest
projection. Corridors serving less than 50
occupants may be-a minimum of 36 inches in
width. Section 3305{b).
When two exits are required, dead end
corridors and exit balconies are limited to 20
feet. Section 3305(e).
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
r·
r·
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' 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 FIRE
ALARM CIRCUIT CONTROL, with a lock-on
device.
If a tenant space utilizes Section 3305(g),
Exception 5, then that . tenant space shall be
separated from adjacent ~spaces by a demising
wall constructed as for a one-hour corridor
wall.
Clearly show where the non-rated corridor
system terminates and a 1:ated corridor system
commences.
One-hour fire-rated corridors shall have
interior door openings protected by tight-
fitting smoke and draft control assemblies
rated 20 minutes, except openings in interior
walls of exterior exit balconies. Doors shall
be maintained self-closing or be automatic-
closing by action of a smoke detector per
Section 4306(b). Doors shall be gasketed to
provide a smoke and draft seal where the door
meets the stop on sides and top. Section
3305(h).
Total area of all openings, except doors, in
any portion of an interior corridor, shall not
exceed 25 percent of the area of the corridor
wall of the room which it is separating from
the corridor. Such openings shall be protected
by fixed glazing listed and labeled for a fire-
protection rating of at least 3/4-hour.
Section 3305(h).
Show rated corridors, lobbies, reception or
foyers cross-hatched on the floor plans.
Provide a complete architectural section of
the corridor, or exterior exit balcony,
showing all fire-resistive materials and
details of construction for all floors, walls,
ceiling and all penetrations. Section
3305(g).
Show the location of fire dampers. Provide
fire dampers at duct penetrations of fire-
rated occupancy and area separations, shafts
and corridor ceilings. Combination fire/smoke
dampers are required at duct penetrations of
rated corridor walls. Section 4306(j).
8/4/92
f
f
X
If a room with an exhaust fan has a door
opening into a rated corridor, show how make-
up air will be provided to the room. The door
cannot be undercut, nor can a louver in the
door be provided. Section 3305(h)l.
If building exceeds two stories and has an
elevator opening into a rated corridor, show
how the smoke and draft control provision of
Section 3305(h) will be met. Either provide a
separated elevator-lobby or a second door at
the elevator entry meeting the provision.
Section 3305(j).
If a second door is provided at the elevator
entry, note that it will be readily openable
from the car side without a key, tool or
special knowledge or effort. Section 5106.
New provisions in Chapter 43 of the 1991 UBC
require special treatment of penetrations at
fire-resistive assemblies. Provide typical
details on the plans showing how the fire-
resistive integrity will be maintained at the
following conditions (Include the
manufacturers I names and ICBO numbers ( or
equal) for any sealant):
A. THROUGH-PENETRATIONS (through the entire
assembly):
1. Fire-resistive bearing walls and/or
walls requiring protected openings shall
have penetrations protected with through-
penetration fire stops having an F-
rating, I-rating or complying with UBC
--Standard 43-1, depending on their
locations, sizes and combustibility.
2. Fire resistive floor/ceiling assemblies
shall have penetrations protected with
through-penetration fire stops having and
F-rating, I-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.
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
Provide evidence of Health Department approval
{for restaurants or for .tenants using X-ray
equipment).
If nonflaimnable supply cylinders for medical
gas systems are located inside buildings, show
how they comply with UBC Section 702(c)4.
ELECTRICAL
Submit plan showing location of all panels. I
7-/_ Submit panels schedules. f r· f·
Submit electrical load calculations
Indicate existing main service size.
Indicate existing total main service load.
r!._. Indicate new additional loads.
@ Indicate wiring method, i.e. EMT, metal flex.
yt. Show exit signs on the electrical lighting
·plan(s). As per Section 3313 and 3314 of the
?'·
1991 UBC, provide two sources of power to exit
signs and exit illumination.
Provide receptacle(s) within 25' of HVAC
units. UMC Section 509.
PLDMBING
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 12" 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.
9f-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 All2.19.2, and urinals and associated y. Provide multiple ~ lighting controls per flushometer valves, if any, shall use no more
Title 24, Part 6. ~ 1-f-ol,J ~ <jC>fA.. ltvtf3N.D than_ one gallon per flush and shall meet
,e<?i)rA,C..IF r,tu~c C..U~ performance standards established by the
MEaJANICAL 77:> ~ .tLM/?S. ti--T St....13 _ American National Standards Institute Standard
~in:-1+--rffi[ffe/J -C-D tq {)07} rT'' -Oyf-lJ/E.$ All2.19.2. H & S Code, Section 17921.3{b). "8'· Provide mechanical ventilation in all rooms f ' 1
capable of supplying a minimum of 5 cubic feet ENERGY
~-
per minute of outside air with a total
circulation of n9t less than 15 cubic feet per
minute per occupant. Section 605 and 705, UBC.
Provide mechanical plans showing existing and
proposed HVAC equipment, ducts and access to
equipment.
Detail access and working clearances to HVAC
equipment.
Detail disposal of main. condensate drainage
from air conditioning units. (UMC Section
510) '
Detail overflow (secondary) condensate
discharge from air conditioning units that are
in a ceiling space. (UMC Section 1205)
Fire rated corridors are not to be used to
convey air to or from rooms. UMC Section
1002.
6/25/93
Provide complete energy design calculations,
including all existing design and new energy
design for this building. See attached non-
residential energy design checklist.
For remodels in an existing conditioned space,
show that the remodeled space will not use
more energy than the existing space or show
the remodeled space will conform to latest
energy design standards.
CITY OF CARLSBAD SUPPLEMENT
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)
6
All roof-moW1ted equipment shall be concealed
from view. Provide structural detailing for
the screening.
MISCELI..AKEXXJS
~ Please see additional corrections or remarks i.::::.J that follow.
(;;;:\ To speed up the recheck p~~cess, note on this v:::,} list (or a copy) where each correction item has
been addressed, i.e., plan sheet, note or
detail number, calculation page, etc.
C\, Please indicate here if any changes have been CJ 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.
____ Yes _____ No
The jurisdiction has contracted w_ith Esgil
Corporation located at 9320 Chesapeake Drive, Suite
208, San Diego, Galifornia 92123; telephone number
of 619/560-1468, to perform the .. plan check for your
project. If you have any questions regarding these plan check items, please contact. _______ _
------------------....;at Esgil Corporation
Thank you.
Enclosures:
1. _________________ _
2. _________________ _
3. _________________ _
6/25/93 7
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1-
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:
I. 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, 11 ~
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:
I. 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, cert~in 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:
I. 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 describ~ 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.
In de1cnnining 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-pcrccnt provisions for determining if upgrade costs arc disproportionate
and for detcrming 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 #: q 4---I D I lf .
Building Owner: ____________ Telephone: ___________ _
Applicant: _____________ _ Telephone:_-___________ _
******************************************************************************
I HEREBY DECLARE 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 I 12(a)ii Exc.2). The cost must include work done by other tenants along the same path
of travel.
c:\disabledldpcc:,l:c
April 18. 1994
DEPARTMENT OF STATE ARCHITECTURE-NON RESIDENTIAL
IITLE 24 DISABLED ACCESS REQUIREMENT
SCOPE:
The following disabled access items are taken from the 1991 edition of California Administrative Code Title 24,
applicable as of April 1, 1994. Per section 110 B, all publicly and privately funded public accommodations and
· commercial facilities shall be accessible to persons with physical disabilities as follows:
(1)" Any building, structure, facility, complex, or improved area, or portions thereof, which are used
by the general public.
(2) Any sanitary facilities which are made available for the public, clients, or employees in such
accommodations or facilities.
(3) Any curb or sidewalk intended for public use that is constructed with private funds.
(4) All existing accommodations when alterations, structural repairs or additions are made to such
accommodations. ·
GENERAL: To assure that barrier-free design is incorporated in all buildings, facilities, site work and other
improvements, these sfandards apply to all additions, alterations and structural repairs. These
standards incorporate the requirements covered in 1itle II and Ill of the Americans with Disabilities
Act of 1990. Items preceeded with an asteri~k (") are examples of changes that have occured
since the previous regulations. -
NOTE: All Figures and Tables referenced in this checklist are printed in California Administrative Code,
Title 24. .
SITE ACCESSIBILITY:
A. Site development and grading shall be designed to provide access to all entrances and exterior ground
floor exits, and access to normal paths of travel, and where necessary to provide access, shall
incorporate pedestrian ramps, curb ramps, etc.
B. ti When more than one building or facility is located on a site, accessible routes of travel shall be provided
between buildings and accessible site facilities.
C. At every primary public entrance and at every major function along or leading to an accessible route of
travel, there shall be a sign displaying the international symbol of accessibility. Signs shall indicate tne
direction to accessible building entrances and facilities.
D. Where stairways ocyur outside a building, see section 3306(q) for requirements.
DISABLED ACCESS PARKIN'G SPACES:
A. ti The required number of accessible parking spaces in new facilities t1 (or in existing facilities where a
change of occupancy occurs) is as follows per Table 31 A:
1 . ti 1 for each 25 spaces up to 100 total spaces.
2. 1 additional space for each 50 spaces for between 101 and 200 total spaces.
3. 1 additional space for each 100 spaces for between 201 and 500 total spaces.
4. For between 501 and 1000 total spaces, a minimum of 2% of the total number of spaces is
required.
5. For greater than 1000 spaces, 20 plus 1 for each additional 100 spaces.
6. If total number of spaces is less than 5, one shall be 14'0" wide and line to provide a 9'0"
parking area and 5'0" loading and unloading area. There is !!..Q. requirement that this space be
identified or reserved for the exclusive use by persons with disabilities.
B. ti Outpatient facilities require a minimum of 10% of the total number of spaces to be accessible. If facilities
specialize in treatment of people with mobility impairments, a minimum of 20% of the total spaces shall
be accessible. See section 3107 A(a)3.a and b.
C. ti Valet parking facilities shall provide a passenger loading zone located on an accessible route to the facility
entrance. The space requirements of section 3107 A apply to facilities with valet parking, per section
3108A(c).
D. ti Accessible spaces shall be located as follows, per section 3107 Ala) 1:
1. On the shortest possible route to an accessible entrance when serving a particular building.
2. On the shortest route of travel to an accessible entrance of a parking facility.
DAi'NR/G
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April 15, 1994
3. Dispersed and located closest to accessible entrances where buildings have multiple accessible
entrances with adjacent parking. ·
Note: This section does not apply to existing facilities where local ordinances-preclude requirements
unless a change of occupancy occurs.
E. Single spaces shall be 14'0" wide and outlined to provide a 9'0" parking area and a 5'0" loading and
unloading area on the passenger side of the vehicle. When more than one space is provided, in lieu of
providing a 14'0" space for each space, two spaces can be provided within a 23'0" area with a 5'0"
loading zone between each 9'0" wide space. Each space is to be a minimum of 18'0" in depth. See
section 3107A{b)1.
NOTE: See Figures 31-18A, 31-18B and 31-18C.
F. A bumper or curb shall be provided and located at each space to prevent encroachment of cars into the
required width of walkways per section 3107 A(b)3. ·
G. The maximum slope of parking surfaces in any direction shall not exceed 1
/ " per foot (2.083%) per
section 3107.1 (b)4. The maximum slope at the passenger loading zone shall n6t exceed 2%.
H. Parking spaces shall be identified by a reflectorized sign permanently posted immediately adjacent to and
visible from each space, consisting of a profile view of a wheelchair with occupant in white on dark blue
background. The sign shall not be smaller than 70 square inches in area and, when in a path of travel,
shall be posted at a minimum height of 80" from the bottom of the sign to parking space finished grade.
Signs may also be centered· on the wall of the interior end of the parking space at a minimum height of
36" from the parking space finished grade, ground or sidewalk. Spaces complying with section 3107 A{b)2
shall have an additional sign "Van-Accessible" mounted below Jhe symbol of accessibility per section
3107 A(c). In addition, each accessible space is required to be marked with the international symbol of
accessibility.
I. An additional_ sign shall also be posted in a conspicuous place at each entrance to· off street parking
facilities, or immediately adjacent to and visible from each stall or space. The sign shall be not less than
17" by 22" with lettering not less than 1" in height. Per section 3107 A(c) required wording is as follows:
"Unauthorized vehicles parked in designated accessible spaces not displaying distinguishing
placards or license plates issued for persons with disabilities may be towed away at owner's
expense. Towed vehicles may be reclaimed at ____ or by telephoning ____ "
J. Where provided, all passenger loading zones and at least one vehicle access route from site entrances and
exits shall have a minimum vertical clearance of 114" per section 3108A(b)2.
K. Space(s) shall be located so that disabled persons are not compelled to wheel or walk behind parked cars
other than their own per section 3107 A(b)3. ·
L. All vertical entrances to and vertical clearances within parking structures shall have a minimum vertical
clearance of 8'2" where required for accessibility to accessible parking spaces.
M. * A minimum of one in every 8 accessible spaces shall be served by an access aisle 96" minimum width
and shall be designated van accessible per section 3107 A(b)2. All such spaces may be grouped on one
level of a parking structure. ·
N. * Provide a passenger access aisle, 60" by 20'0", adjacent and parallel to the passenger loading space per
section 3108A(b).
CURB RAMPS:
NOTE: See Figures 31-19A through 31-22.
A. Curb ramps shall be constructed at each corner of street intersections and where a pedestrian way
crosses a curb per section 3106A(e).
· B. Curb ramps shall be a minimum of 48" wide with a maximum slope of 1 :12 (8.33%), per sections
3106A(e)2 and 3106A(e)5. The lower end of each curb ramp shall have a 1/ " lip be beveled at 45
degrees. 2
C. * The landing at the top of the curb shall be level and 48" minimum depth for the entire width of the curb
ramp or the slope of the fanned or flared sides shall not exceed 1 :8 (12.5%), per section 3106A{e}4.
D. The surface of all curb ramps and its flared sides shall be slip resistant and contrasting from the adjacent
sidewalk finish per section 3106A(e)6.
E. All curb ramps shall have a grooved border 12" wide at the level surface of the sidewalk along the top
and each side approximately 3/" on center per section 3106(e}7. _
F. * Detectable warnings extending t~e full width and depth of the curb ramp inside the grooved border if the
slope is between 1 :15 (6.66%) and 1 :20 (5%), per section 3106A(e)8. This shall consist of raised
truncated domes with a diameter of 0.9" at the base tapering to 0.45" at the top. Spacing shall be 2.35"
DA/NR/G
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Plan Review Correction List
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April 15, 1994
center-to-center.
NOTE: See Figure 31-23.
G. Locate curb ramps to prevent obstruction by blocked cars per section 3106A(e)9 •.
H. The slope of adjacent surfaces, including street and gutter, within 4 feet of ramps shall be limited to a
maximum of 1 :20 (5%), per section 3106A(e).
WALKS AND SIDEWALKS:
A.
B.
C.
D.
E.
F.
G.
H.
I.
J. •
Walks sloping greater than 1 :20 (5%) must comply with the ramp requirements of section 3307 per
section 3324(c)._
Walks shall be 48" minimum in width and have slip resistant surfaces.
The maximum cross slope shall not exceed 1/" per foot per section 3324(a).3 If the enforcing agency
finds that an unreasonable hardship exists; then the maximum cross slope may be increased to a
maximum of 1 / " per foot for distances not to exceed 20 feet. .
Abrupt level ch~nges shall not exceed 1/ " along any accessible route. When changes do occur, they shall
be beveled with a slope of no greater th~n 1:2. Level changes of 1
/" or less may be vertical. Note: If level
changes exceed 1 / ", they must ~omply with requirements of curb ranips.
At each gate or d6or, a 60" x 60" level area is required when the gate or door swings·toward the walk
per section 3324(e). Walks shall extend 24" minimum to the side of the strike edge of a do.or or gate that
swings toward the walk.
NOTE: See Figure 33-2.
Provide 80" minimum headroom from all walkway surfaces to any obstruction per section 3325(b).
At walks with continuous gradients, level areas at least 5'0" long a·t intervals of 400 feet are required per
section 3324(f).
Grating openings are to be limited to a maximum of 1/" in the direction of travel per section 3324(b).
Provide 36" wide detectable warning material at the 6oundary between walkways and vehicular ways.
Material shall comply with criteria of section 3325A(c)1, per section 3325(e).
Where more than one route is provided, all routes shall be made accessible per section 3103A(i)2 .
PEDESTRIAN RAMPS:
A. A path of travel with a slope exceeding 1 :20 (5%) shall be considered a ramp per section 3307(a.1 ).
Handrails are required to be provided at each side of ramps.
B. The maximum allowable slope for accessible ramps is 1 :12 (8.33%), per section 330i(e.1 )1. Provide the
* least possible slope for all ramps. ·
C. The maximum cross slope at walks and sidewalks shall not exceed 1/" per foot (2%) per section
3324(a)3. If the enforcing agency finds that an unreasonable hardship exi~ts, then the maximum cross
slope may be increased to a maximum of 1/ " per foot (4%) for distances not to exceed 20 feet.
D. Ramp surfaces shall be slip resistant, per sebtion 3307(9). ·
E. Landings are required at the top and bottom of all ramps, per section 3307(d.1 ). The bottom landing shall
be a minimum of 72" in the direction of travel and the top landing shall be a minimum of 60" x 60".
F. A 60" intermediate landing is required at maximum elevation changes of 30". A 72" landing is required
at direction changes exceeding 30 degrees per section 3307(d.1 )6.
G. When a door swings over the top landing, the minimum depth of the landing shall equal to the door width,
plus 42", per section 3307 (d.1 ).
H. Strike edge distances to door shall be 24" at exterior ramps (and 18" at interior ramps), per section
3307(d.1).
, I. * When the slope of ramps exceeds 1 :20 (5%), handrails are required at each side, per section 3307(e.1 ).
J. Handrails shall be 1 ¼" to 1 ½" in cross section and placed a minimum of 1 ½" from walls, per section
3307(e.1).
K. Per section 3307(e.1 ), handrails shall meet the following requirements:
1. Be continUO\.lS,
• 2. Located 34" to 38" in height above the ramp surface.
3. Have 12" extensions beyond the top and bottom.
4. Ends shall be returned.
L. If ramp exceeds 1 O'O" in length (and ramp is not bounded by walls, curbs or wheel guides shall be
provided, per section 3307(h.1 ).
M. • Wall surfaces, adjacent to handrails, shall be free of sharp or abrasive elements, (i.e., no stucco), per
section 3307(e.1 ).
DA/NR/G
Non-Residential Access Requirements
Plan Review Correction List
ENTRANCES AND CIRCUlATION:
A. • All entrances and exterior ground level exits shall be made accessible, per section-3301 (h).
Page4
April 15, 1994
B. • When a building, or portion of a building, is required to be accessible (or adaptable), an accessible route
of travel shall be provided to all portions of the building, to accessible building entrances and between the
building and the public way. See section 3103A(i)2.
DOORS:
A. Per section 3304(f), every required passage door shall have a minimum 32" clear width.
B. Door hardware shall be of the lever or push type and mounted 30" to 44" above the floor, per section
3304(c.1). .
C. Per section 3304(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, whic1l may slope up to 1/" per foot (2%) in any
direction, for surface drainage, per section 413. 4
D. 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. _
E. 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.
F. Where turnstiles are used to provide fully controlled access, such as where an admission price is charged,
a door or gate that is accessible to persons with disabilities, shall be provided adjacent to or within 30'0"
from each turnstile entrance or exit. This passageway shall provide 32" clear opening and remain unlocked
during business hours. ·
G. The width of the level area, on the side to which a door (or gate) swings, shall be as follows per section
3304(i.1 ): .
1. Extend 24" past the strike edge of the door for exterior applications.
2. Extend 18" past the strike edge of the door for interior conditions.
• 3. Extend 12" past the strike edge on the push side if door has latch and closer.
H. The space between two consecutive door openings in a vestibule, serving other than a required exit
stairway shall provide a minimum of 48" of clear space from any door opening into the vestibule when
door is open 90 de~rees, per section 3304(i. 1 ). Doors in series shall swing either in the same direction
or away from the space between the doors.
I. Maximum effort to operate doors shall not exceed 81/ pounds for exterior doors and 5 pounds for interior
doors. Such push or pull effort shall be applied at rigfit 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.2J 1.
J. • Per section 3304(i.1 )2.8, the level area at floors or landings shall have a length at least 60" in the
direction of door swing and at least 48" (or 44" if doors don't have latches or closers) in the direction
opposite the door swing. NOTE: See Figure 33-2.
K. Where a door opens into a stair of a smokeproof enclosure, the required landing need not have a length
of 60", per section 3304(i.1 )20(1 ).
SPECIAL HAZARDS:
A. Objects projecting from walls with their leading edges between 27" and 80" above the finished floor shall
protrude no more than 4" into walks, halls, corridors,passageways or aisles. Objects mounted at or below
27" above the finished floor may protrude any amount. Freestanding objects mounted on posts or pylons
may overhang 12" maximum from 27" to 80" above the ground surface or finished floor.
B. Abrupt changes in level exceeding 4" adjacent to walks, such as at planters or fountains, except between
walks and adjacent streets or drives, shall be identified by 6" high warning curbs projecting at least 6"
above the walk surface per section 3325(a) except when a guardrail or handrail is provided. If a guardrail
or handrail is provided, no curb is required when a guide rail is provided centered 3" i+ /_ 1 ") above the
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April 15, 1994
surface of the walk or sidewalk.
C. · If a walk crosses or adjoins a vehicular way and the walking surfaces are not separated by curbs or other
elements, the boundary shall be defined by a continuous detectable warning which.is 36" in width. The
surface shall be raised truncated domes in a staggered patten with a diameter of nominal 0.9" at the base
tapering to 0.45" at the top, a height of 0.4" and a center to center spacing of nominal 2.35".
D. At transit boarding platforms, the pedestrian access shall be identified with a directional detectable
texture. The raised bars shall be 1.3" wide and 3" from center-to-center off each bar. This surface shall
be placed behind yellow detectable warning texture (truncated domes) and aligned with all doors of transit
vehicles.
NOTE: See Figure 31-23.
E. If carpet or carpet tile is used on a ground or floor surface in a common use area, it shall have firm
backing or no backing. The maximum pile height shall be 1 / ". Exposed· edges of carpet shall be fastened
to floor surfaces and have trim along the entire edge of the txposed edge and trim shall comply with the
requirements for changes in level.
STAIRWAYS AND HANDRAILS:
A. Handrails are required on each side of stairs, per section 3306(i.1 )1.
B. * Handrails shall be located 34" to 38" above the nosing of the treads.
C. Handrails shall extend a minimum of 12" beyond the top nosing and 12 "· plus the tread width beyond the
bottom nosing. ·
D. * The handgrip portion of handrails shall not be less than 11 / " nor more than 11 / " in cross sectional
dimension or the shape shall provide an equivalent gripping Jurface. The handgrip2portion shall have a
smooth surface with no sharp corners.
E. * · Handrails shall be designed to provide a grasping surface to avoid the person from falling. The spacing of
brackets shall not exceed 8 feet and be such that the attachment is capable of withstanding a load· of at
least 200 pounds applied in any direction at any point on the rail.
F. Per section 3306(p), approved stairway identification signs, showing whether or not a roof access exists,
the floor level, and the upper and lower level of the stairway terminus, shall be located at each floor level
in all enclosed stairways in buildings two or more stories in height. The information is to be shown using
raised Arabic numerals and raised braille symbols which conform to section 3105A(e)3. The sign shall be
located approximately 5'0" above the floor landing and readily visible when the door is open or closed.
G. The upper approach and the lower tread of each stair shall be marked by a strip of clearly contrasting color
at least 2" wide and placed parallel to and not more than 1" from the nose of the step or landing. The strip
shall be as slip resistant as the other treads of the stair. For exterior stairs, the upper approach and all
treads shall be marked.
H. * Tread surfaces shall: be slip resistant and smooth, rounded or chamfered exposed edges and no abrupt
edges at the nosing. 'Nosing shall not project more than 11/ " past the face of the riser above. Risers shall
be solid (open risers are not permitted). 2
I. * Per section 3306(i.1 )2F, handrails p"rojecting from a wall shall have a space of 11/ " between the wall and
the rail. Handrails may be located in a recess maximum 3" deep extending at leait 18" above the top of
the rail. Wall surfaces, adjacent to handrails, shall be free of sharp or abrasive elements, (i.e., no stucco)
per Sec. 3306(i.1 )2.F.
ELEVATORS: Per section 5103(d.1 ). in buildings two or more stories in height, served by elevator(sl. all
elevators shall comply with the requirements contained in Chapter 51 of Title 24.
A.
B.
C.
D.
•
Elevators shall be automatic and be provided with a self leveling feature that will automatically bring the
car to the floor landings with a tolerance of ( + /) 1 / " under normal loading and unloading conditions. The
clearance between the car platform sill and tlie idge of the hoistway landing shall be not greater than
11/ ", per section 5103(d.1 )1.
Th~ minimum clear width for elevator doors shall be 36", per section 5103(d.1 )3.
Doors shall be provided with a door reopening device, which will function to stop and reopen a car door
and adjacent hoistway door in case the door is obstructed while closing. See section 5103(d.1 )4 for
additional requirements.
Per section 5103(d.1 )6, the elevator car inside shall comply with the following requirements:
1. The minimum clear distances between walls, or between the walls and door, excluding return
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April 15, 1994
panels, shall be not less than
a. 80" by 54" (for center opening doors).
b. 68" by 54 • (for side-slide opening doors).
c. Minimum distance from walls to return panel shall not be less than 51 "
NOTE: See figure 51-A for further details.
E. A handrail shall be provided on one wall of the car, preferably the rear. The rails shall be smooth and the
inside surface at least 11/" clear of the walls at a nominal height of 32" from the floor. Nominal = ( + 1)1 ".
F. Call operation buttons2 shall be within 3'6" of the floor. See section 5103(d.1)8 for additional
requirements.
G. " Special access lifts may be provided between levels, in lieu of passenger elevators, when the vertical
distance between landings, structural design and safeguards are permitted by the State of California,
Division of the State Architect, Access Compliance Section, the Department of Industrial Relations,
-Division of Occupational Safety and Health, and any applicable safety regulations or other administrative
authorities having jurisdiction.
H. If lifts are provided, they shall be designed and constructed to facilitate unassisted entry, operation and
exit from the lift. See section 5107 (a) for specific requirements.
SANITARY FACILITIES:
A.
B.
C.
D.
E.
F.
"
Sanitary facilities that serve buildings, facilities, or portions of buildings or facilities that are required to
be accessible to persons with disabilities, shall be made accessible U[)less the enforcing agency determines
that compliance with these standards would create an unreasonable hardship and equivalent facilitation
is provided per section 3105A(b) 1. ·
See exceptions to section 3105A(b) 1. regarding the requirements for equivalent facilitation under
unreasonable hardship.
(1) Accessible sanitary facilities must be usable by a physically disabled person within a reasonable
distance of accessible areas.
(2) Equivalent facilitation would provide for either a lateral or front transfer toilet stall.
NOTE: See Figure 31-1 C.
(3) Doors shall have a clear and unobstructed opening of at least 30".
Per section 3105A(b) 1.A, where separate facilities are provided for nondisabled persons of each sex,
separate facilities shall be provided for the disabled persons of each sex as well. Where unisex facilities
are provided for nondisabled/disabled persons, such unisex facilities shall be provided ·for the disabled.
Where facilities are to be used solely by children, the specific heights may be adjusted to meet their
accessibility needs per section 3105A(b)1.B.
Per section 3105A(b) 1.C., passageways leading to sanitary facilities shall have clear access widths as
specified in chapter :fa. 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 fai::ilities shall be identified by an equilateral triangle 1
/ • thick with
edges 12" long and a vortex pointing upward. Women's facilities shall be identified by a·circlt 1/" thick,
12" in diameter. Unisex facilities shall be-identified by a circle with a triangle superimposed on tht 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:
A. Sanitary facilities that serve buildings, facilities, or portions of buildings or facilities that are required to
be accessible to persons with disabilities, shall be made accessible unless the enforcing agency determines
that compliance with these standards would create an unreasonable hardship and equivalent facilitation
is provided per section 3105A(b) 1.
B. Per section 3105A(b)3.A.(ii), a water closet fixture located in a compartment shall provide the following:
1.. A minimum of 28" clear space from a fixture or a minimum of 32" wide clear space from a wall
at one side. .
2. A minimum of 48" long clear space shall be provided in front of the water-closet if the
compartment has a end opening door (60" is required for side opening doors).
3. Grab bars shall not project more than 3" into the clear spaces indicated.
C. Water closet doors shall be equipped with a self closing device and have a minimum 32" clearance when
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located at the end (and 34" when located at the side). See section 3105A(b)3.A.(iii).
D. · When standard compartment doors are used, with minimum 9" clearance for footrests underneath and
a self closing device, the clearance at the strike edge as specified in section 3304(i.1 )2C. is not required.
SINGLE ACCOMMODATION FACILITIES:
A. " As per section 3105A{b)3.B., there shall be a sufficient space in the toilet room for a wheelchair
measuring 30" x 48" to enter the room and permit the door to close. No door shall be permitted to
encroach into this space. There shall be a clear floor space at least 60" in diameter, or a T-shaped space
as shown in Figure 31-12 (al and (b). Doors are not permitted to encroach into this space. -
B. The water closet shall be located in a space which provides a minimum 28" clear space from a fixture or
32" clear space from a wall on one side. A minimum of 48" clear space shall be provided in front of the
water closet. · ·
C. For bathrooms serving hotel guest rooms, see section 1214{d).
RESTROOM FIXTURES AND ACCESSORIES:
A.
B.
C.
D.
In new construction, water closets in accessible restrooms shall meet the following requirements per
section 5-1 502: .
1. The height of the water closet seat shall be between 17" and 1 .9" •.
2. The controls shall be operable with one hand and sl:iall 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 urinat'.
Lavatories shall comply with the following requirements per section 3105A(b)4.A., 3105A(h)4. and 5-
1504:
1.
2.
3.
4.
A minimum of 30" x 48" clear space shall be provided in front of the lavatory for forward
approach. The clear space may include knee and toe space beneath the fixture.
The clear 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.(iil, {iii) and (iv). They shall be located on walls
adjacent to and opposite the seat and mounted 33" to 36" above the shower floor.
NOTE: See Figure 31-2A.
When a threshold or recessed drop is used, it shall be a maximum of 1 / " in height and shall be 2 . beveled or sloped at an angle of not more than 45 degrees from the horizontal.
The shower floor shall slope toward the rear of the compartment to a drain located within 6" of
the rear wall. Maximum slope of the floor shall be 1/ • per foot in any direction.
The floor surface shall be of Carborundum, grit faced file or of material providing _equivalent slip
resistance.
A folding seat located on the wall opposite the controls and mounted 18" above the floor shall
be provided.
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April 15, 1994
NOTE: See Figure 31-2A.
7. The soapdish shall be located on the control wall at a maximum height of 40" above the shower
floor.
8. 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. .
9. Where no separate shower compartment is provided, the shower shall be located in a corner with
L-shaped grab bars extending along two adjacent walls with a folding seat adjacent to the shower
controls. ·
10. A flexible hand-helc:I shower unit, with a hose at least 60" long shall be provided with head
mounting height of 48" A.F.F. Two wall-mounted heads may be installed in lieu of the hand-held
unit in areas subject to excessive vandalism per section 5-1505.
E. * Per section 5-1506, bathtubs shall be provided with a shower spray unit having a hose at least 60" long
that can be used as a shower. Enclosures shall not obstruct controls or transfer from a wheelchair. Tracks
of enclosures shall not be mounted on their rims.
NOTE: See Figures 31-8, 31-9A and 31-98.
F. Grab bars shall comply with the following per section 3105A(b)3.C.:
1. Grab bars shall be located on each side or one side and tlie back of the physically disabled
accessible toilet stall or compartment. They shall be securely attached 33" above the floor and
parallel except where a tank-type toilet is used which obstructs placement at 33 ", the grab bar
may be·installed as high as 36". · ·
2. Grab bars at the side shall be located 15" to 161/" t I 1-") from the center line of the water closet
stool and be at least 42" long with the f;ont end tosit1one9 24" in front of the stool. Total length
of bars at the back shall not be less than 36".
3. · The diameter or width of the grab bar gripping surface shall be 1 1/ " to 11/ " or the shape shall
provide an equivalent gripping surface. If mounted adjacent to a wall.4the spa~e between the wall
and the grab bar shall be 1 1/ ". ·
4. See section 3105A(b)3.C.(iiif for structural strength requirements.
NOTE: See Figures 31-1A, 3118, 31-1 C, 31-2A, 31-9A and 31-98.
G. * Per section 3105A(b) and (cl, where lockers are provided for the.public, clients, employees, members or
participants, at least one and not less than 1 % of all lockers shall be made accessible to the physically
· disabled. A path of travel of not less than 36" in clear width shall be provided to those lockers.
H. Where towel, sanitary napkins, waste disposal and other similar dispensing and disposal fixtures are
provided, at least one of each type shall be located with all operable parts within 40" of the floor. Mirrors
shall be mounted with the bottom edge no higher than 40" above the floor. ·
I. Toilet tissue dispensers shall be located on the wall within 12" of the front edge of the toilet seat per
section 3105A(b)4.C •
...
DRINKING FOUNTAINS:
A. Where water fountains are provided they shall comply with section 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:
A. 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
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April 15, 1994
Figures 31-4 (a), (bl, and (c). If enclosures protrude into walls, halls, corridors or aisles, the cord
from the handset shall be at least 29" long.
4. · The highest operable part of the telephone shall be 48" maximum as specified in section
3105A(h)4C and D and Figures 31-5C and 31-5D. Telephones mounted in a corner that require
wheelchair users to reach diagonally shall have the highest operable part no higher than 54"
above the floor.
5. Telephones shall be equipped with a receiver that generates a magnetic field in the area of the
receiver cap. If banks of public phones are provided, then at least 25%, but always at least one
per bank, including closed-_circuit telephones ·in a building or facility, shall be equipped with a
volume control capable of producing a minimum of 12 dbA and a maximum of 18 dbA above .
normal.
6. Public telephones with volume control shall be hearing aid compatible and shall be identified by
a sign containing a depiction of a telephone handset with radiating sound.waves.
7. * If four or more public pay phones are provided and at least one is at an interior location, then at
least one interior public text telephone complying with section 3105A(d)2l(ii) and (iii) shall be
provided, per section 3105A(d)21(i). Also, they are required for stadiums, arenas, convention
centers and covered malls. ·
8. Text telephones shall be identified by the international TDD symbol (See Figure 31-14).
Directional signage is required to be provided, adjacent to all banks that do not contain a text
telephone, indicating the location of the nearest text telephone: If a _facility has no banks, the
signage shall be provided at the building entrance or building directory.
NOTE: See Figures 31-4 (a), (bl, (cl and 31-5A, C and D for required specific dimensions.
DA/NR/G
REMODEL OR TENANT IHPROVE~ENT CONSTRUCTION VALUATION
The Building Official is mandate~ by State law to determine the value·
of work proposed in each application for a Building Permit. The value
to be used, shall be the tot~l value of all construction work for which
the permit is issued as well as all finish work, painting, roofing,
electrical, plumbing, heating, air conditioning, elevators, fire exting-
uishing systems and any other perma0ent equipment. Uniform Building
Code Section 304 (a)
************************ *********************************************
PPLICANT PLEASE CM
SITE ADDRESS ~? <cZ, F/4{:./r'{)fj-~
DESCRIPTION OF PROPOSED WORK --------------------
AREA OF 0 REMODEL -----------------. 0 TEN.~.NT IMPROVEMENT -----------0 ADDITION. ----------------PROPOSED WORK INCLUDES:
·,
NEW SUSPENDED CEILING·
NEW HVAC
NEW FIRE SPRINKLERS
NEW PARTITIONS
NEW PLUMBING
NEW ELECTRICAL
D LJ
D
D
D D
YES D
YES D
YES D
YES D YES D
YES D
NO
NO
NO
HO
NO
NO
HAS A CONTRACTORS ESTIMATE BEEN RECEIVED FOR THE PROPOSED WORK?(
ITEMIZED COST ESTIMATE IS ATTACHED C ] YES [ ] NO
]YES [ )NC
I CERTIFY THE VALUE OF ALL PROPOSED CONSTRUCTION WORK COVERED BY THE
PERMIT APPLICATION INCLUDING: ALL STRUCTURAL WORK, FINISH WORK, PAINT-
.ING, ROOFING·,. ELECTRICAL, PLUMBING, HEATING, AIR CONDITIONING, ELEVATORS,
FIRE EXTINGUISHING SYSTEMS,· AND ALL PERMANENT EQUIPMENT IS:$ . .
THIS VALUE IS BASED ON:· . . ~... : .
·CJ DESIGNER I S ESTIM..?I.TE.
C:~f CONTRACTOR I S ESTIM..l\TE
0 OTHER, DESCRIBE BASIS --------------
THE ABOVE INFORMATION IS TRUE AND CORRECT
0 APPLICANT
0 DESIGNER
0 CONTRACTOR
**********************************************************************
PLAN CHECKER USE ONLY
THE VALUE IS ACCEPTABLE O ';(ES D NO
AN ITEMIZED COST BREAKDOWN IS REQUIRED TO CONFIRM THE ESTIMATED
CONSTRUCTION .VALUE~ 0 YES O NO
BY: -----------------DATE: -----------------
4/22/85
Page 1 of 2
REMODEL OR TENANT IMPROVEMENT INFORMATION FORM
Plan File No. ________ _ Jurisdiction. ___________ _
Project Address ______________________ Date. ___________ _
REMODEL OR TENANT IMPROVEMENT BUILDING CODE INFORMATION REQUIRED PRI~R TO PL.AN SUBMITTAL
In order to complete a plan review of a remodel or tenant improvement within an existing
building it is necessary that the information in lines 1-11 be provided or the approved
plans be provided for the existing building. *****7* ******************************************************************************* • Circle the existing type of construction for this building:
I, II-FR., II-lhr., II-N, III-lhr., III-N, IV,~., V-N
/.
0
G)
0
Does this building have fire sprinklers throughout? @ No
Does the proposed project create a change in use or occupancy classification?
Yes No
Describe the previous use of the project area
Describe the proposed use of the project area
Existing Building Area. __________ Impr6vement Area. _________ _
How many stories are in this building? ___________________ _
What story is the improvement on? ______________________ _
C\ Does this project involve alterations to: V Existing fire walls Yes No
Existing floor or roof loads Yes No
Existing building structure Yes No
Existing HVAC equipment Yes No If •YEs•, see #10 below
Existing electrical service loads Yes No
Existing Lighting Yes No If •YEs•, see #10 below 0 What is the approximate date that construction of the existing building was
permitted?
0 ENERGY CONSERVATION
Which of the following were checked and approved for ·Title 24 Energy
Conservation at the time the original building was approved:
Building envelope
Area lighting
Yes
Yes
No
No
HVAC equipment
Water heating
Yes
Yes
No
No
Will the proposed project significantly alter any element that was approved?
______ Yes, -----~No If •YEs•, see #10 below
HANDICAPPED ACCESS FACILITIES
Which of the following has been approved for
handicapped access standards of Title 24, CAC:
compliance with the
Parking cc access to the building Yes No
Building stairs °' elevators Yes No
Building entrance doors Yes No
Existing public restrooms Yes No
9/17/93
@
Page 2 of 2
ENERGY DOCUMENTATION
Remodels to existing conditioned spaces require that a certificate of
compliance form be completed, signed and imprinted on the plans.
Additionally, if the building envelope, lighting or HVAC equipment are
to be altered or added, appropriate State required documentation must be
submitted. ·
PLANS
a. Plans shall clearly show all demolition and new construction proposed.
b. Plans shall clearly show exit systems, fire rated construction details,
occupancy requirements, handicapped access provisions and other
requirements necessary to show the work will comply with adopted codes and
ordinances.
c. If structural revisions or increased live or dead loads are proposed the
structural plans, details and calculations shall be provided and shall be
signed by a California licensed engineer or architect.
d. If electrical system revisions or increased electrical loads are needed
provide electrical plans and specifications showing location of panels,
panel schedules, existing service size, existing building load, additional
loads, wiring method, exit signs and emergency lighting when required.
e. If plumbing revisions or additions are proposed provide plumbing layout,
details and specifications. Include sizing calculations when necessary
to justify pipe sizes.
f. All sheets of the plans are required to be signed by the responsible
designer.
Information is provided by ________________________ _
Title _________________________________ _
Jurisdiction CARLSBAD
Prepared by,
f}--8{Z" VALUATION AND PLAN CHECK FEE
CJ · Bldg. Dept.
O Esgil
PLAN CHECK NO. 9f+, -IO IL/-
BUILDING ADDRESS :l./'-> gz_ ,PA-f?-14-P
APPLICANT/CONTACT 'J)A--fZ.le;-CA-LLJ4/-l-~
BUILDING OCCUPANCY B-z... DESIGNER PHONE
TYPE OF CONSTRUCTION V---1 lf1c__ ------
CONTRACTOR PHONE ____ _
BUILDING PORTION BUILDING AREA VALUATION VALUE
MULTIPLIER
CJFFtc~ ·r.r~ 2-c) 60 U,oo 52rO O()
-
..
Air Conditionine:
Commercial ;
@ -
Residential · . (a ..
Res. or Comm.
Fire· Snrinklers @
Total Value
Building Permit Fee$ 4z.3,S1)· _________________ ...:11-___::___..:::.....;._ __ _
Plan Check Fee $ $ .:L7 5", z_~ ___,::::,_ _________________ ~ _ _...:,._;;::;_ _ _:__
COM HEN TS._: ______________________ ...;,__ ___ _
SHEET-_j_ OF_{_
12/87
V I
PLANNING/ENGINEERING APPROVALS
PERMIT ~UMBER cs· ?L/--/ CJ(Lf. DATE___,;<i?-;__-_{b_,_q_;f;__ __
· ADDRESS J,. 3 8' 2--±acc:,1_Ja v ~ .
I
RESIDENTIAL
RESIDENTIAL ADDITION MINOA
( < $10,000.00)
' .
TENANT IMPROVEMENT
PLAZA CAMINO REAL
VILLAGE FAIRE
--.:::::.:::::::===::=--~--
OTHER _____________________ _
PLANNER ~,--,....-9c ~
ENGINEER A-¥=
C:\WP51 \FILES\BLDG.FRM
0ATE_~---l-i~f6=..,t;/--l.r~Y-
1 I
DATE___,~"--..,.._,.9-1-f----
Rev 11 /1 5/90
City of Carlsbad 94198
Fire Department • Bureau of Prevention
Plan Review: Requirements Category: Building Plan Check
Date ~f Report: Monday, August 22, 1994 Reviewed by: M.~ A~
Contact Name Marie Westphal
Address 5000 Birch Ste 5000
City, State Huntington Bch, CA CA 92660
Bldg. Dept. No. 94-1014 Planning No.
Job Name Sunrise Medical/250
Job Address _2_3_82_F_a_ra_d ..... ay'---------------Ste. or Bldg. No. _25_0~, __ _
~ Approved -The item you have submitted for review has been approved. The approval is
based on plans; information and/or specifications provided in your submittal;
therefore any changes to these items after this date, including_ -field modifica-
tions, must be reviewed by this office to insure continued conformance with
applicable codes. Please review carefully all comments attached, as failure
to comply with instructions in this report can result in suspension of permit to
construct or install improvements.
D Disapproved -Please see the attached report of deficiencies. Please make corrections to
plans or specifications necessary to indicate compliance with applicable
codes and standards. Submit corrected plans and/or specifications to this
office for review.
For Fire Department Use Only
Review 1st __ _ 2nd ---3rd ---
Other Agency ID
CFDJob#_-'-94_1~9~8 __ File# ----
2560 Orion Way • Car·lsbad, California 92008 • (619) 931-2121
< )
STRUCTURAL CALCULATIONS
FOR
SUNRISE MEDICAL FACJLITY
SUSPENDED CEJLING SUPPORT --
ARCON ENGINEERS
PROJECT NO. AE 94323
AUGUST 8, 1994
SUN\Z\SE:. H~P.
8/4t MW
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21
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k-½-~ ,Z,EJ(l'Z) ~ ~-4
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~-= .~1-o -= 752 FS\ o~ 1,0"!
w z '2,~ p.;f :,-~ :: t:;o f{-f
f<r::t~) :: i:;o )l. IO -= ~oo f -z ~o #
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S~ ~ fi.-ESY-UTZ(c:.
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-
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f~ -;-t:3,7a, l<::Sl
-h,-,. -:: (;?~ ~, ~ ~-7 {,
t • .,. ~CON Engineers
_8321 La Mesa Blvd.
La Mesa, CA 92041
SUNRISE MEDICAL
SUSPENDED CEILING SUPPORT
RISA-2D (R) Version 2.00
Page . : f--,_
8/08/94
====================================::
Units Option : US Standard
AISC Code Checks: 8th Edition ASD
Shear Deformation: No
P-Delta Effects : No
Redesign No
---------------------------------------------------------------------------Node Boundary Conditions
No x-coord Y-Coord X-dof Y-dof Rotation Temp
-----------(ft)--------(ft)-----(in,K/in)----(in,K/in)---(r,K-ft/r)-----(F)
1 0.00 0.00 R 0.01
2 0.00 1.50 R R 0.0
3 8.50 o.oo 0.0
4 0.75 2.75 R R 0.0
---------------------------------------------------------------------------Material Elastic Poisson's Thermal Weight Yield Stres
Label Modulus Ratio Coefficient Density (Fy)
---------------(Ksi)-----------------------(F)--------(K/ft3)------(Ksi)---
STEEL 29000.00 0.30000 0.65000 0.490 36.000
-------------~-------------------------------------------------------------Section Database Matl. Area Moment of As y/y
Label Shape Set Inertia Coef
--------------------------------------(inA2)---------(inA4)----------------
FRAME L3X3X3 STEEL 1.09 0.960 1.20
---------------------------------------------------------------------------I J I Releases J End Offsets
No Node Node Section x y z x y z Sec Sway I J Lengt
------------------------------------------------------(in)----(in)------(ft
1 1-2 FRAME 1 1.5
2 1-3 FRAME 1 8.5
3 3-4 FRAME 8.2
---------------------------------------------------------------------------BLC
No.
Basic Load Case
Description
Load Totals
Nodal Point Dist. ---------------------------------------------------------------------------1
2
3
4
5
DEAD LOAD 1
• RISA-2D (R) Version 2.00
Page.: G ~
8/08/94
.~ ~CON Engineers
8321 La Mesa Blvd.
La Mesa, CA 92041
SUNRISE MEDICAL
SUSPENDED CEILING SUPPORT
Member Distributed Loads,BLC 1: DEAD LOAD
Memb I J Start End Start End
No Node Node Dir Magnitude Magnitude Location Locat'ion
---------~---------------(K/ft,F)-----{K/ft,F)---------(ft)---------(ft)---·
2 1 -3 Y 0.040 0.040 0.000 8.500
---------------------------------------------------------------------------· LC Load Combination X y Basic Load Case Factors w N
No. Description Grav Grav 1 2 3 4 5 S V ---------------------------------------------------------------------------· 1 DL
2
3
4
5
6
7
8
9
10
-1
I
~
Al1CON Engineers
8321 La Mesa Blvd.
La Mesa, CA 92041
SUNRISE MEDICAL
SUSPENDED CEILING SUPPORT
RISA-2D (R) Version 2.00
Load Combination is 1: DL
Nodal Displacements
Page.:, E
8/08/94
---------------------------------------------------------------------------
Node Global X Global Y Rotation
---------------------(in)-----------------(in)----------------(rad)--------
1 -0.00000 -0.00010 -0.00538
2 -0.00000 -0.00000 0.00000
3 -0.00155 -0.00910 -0.00009
4 0.00000 -0.00000 -0.00009
Load Combination is 1: DL
Spring Reactions ---------------------------------------------------------------------------
Node Global X Global Y Moment
----------------------(K)------------------(K)---------------(K-ft)--------
1 0.47909 0.00000 0.00000
2 0.00000 0.17000 0.00000
4 -0.47909 0.17000 0.00000
Totals 0.00000 0.34000 0.00000
Load Combination is 1: DL
Member End Forces ---------------------------------------------------------------------------Nodes ====I-End==== ===== J-End
No I J Axial Shear Moment Axial Shear Moment
---------------(K)--------{K)------(K-ft)-------(K)--------(K)------(K-ft)·
1 1-2 -0.17 o.oo 0.00 0.17 o.oo 0.(
2 1-3 0.48 0.17 0.00 -0.48 0.17 0.1
3 3-4 -o.51 -o.oo o.oo o.51 o.oo o.•
Load Combination is 1: DL
AISC Code Checks
Nodes Member Quarter Points
No I J Maximum 0 1/4 1/2 3/4 L Shea --------------------------------------------------------------------------1 1-2 0.0072 0.0072 0.0072 0.0072 0.0072 0.0072 o.oo
2 1-3 0.0862 0.0862 0.0862 0.0862 0.0862 0.0862 0.02
3 3-4 0.0216 0.0216 0.0216 0.0216 0.0216 0.0216 o.oo
+
"I ....
~. ,.,
-Keys -
F1 •••• Ful 1
F2. • • • Opts
F9. • • UnFix
F10 ••• Fix/
Uiew
Ctrl -D ••••
Drif't
Esc ••• Quit
Loads: Ld Co11b:1
XGrau \!Grau
Solution:
Ld Co11b 1
Unity Check
Level
-0.-.50
-.50-.75
-.75-.90
-.90-1.0
->1.0 • No Cale
\!
Lx
PROJECT NAME DATE
. Sunrise Medical. Inc. -Suite 250 8/12/94
i~:-i-!-;-I-~~!~l-~-i-~-:-~-:-{~i~~_:_~_
1
~-~-c_a_r_l_s_b_a_d_,_c_A __ 9_2_0_0_8 ____ ~:-~-)-;-~-;-:-:-:-:-:-:-:-:-:~f::~
1,881 Sq~~-/
BUILDING TYPE [x] NONRESIDENTIAL D HIGH RISE RESIDENTI~ D HOTEI.JMOTELGUESTROOM
PHASE OF CONSTRUCTION D NEW CONSTRUCTION D ADDITION Ix] ALTERATION
MElliOD OF MECHANICAL [x] PRESCRIPTIVE D PERFORMANCE COMPLIANCE
PROOF OF ENVELOPE COMPLIANCE Ix] PREVIOUS ENVELOPE PERMIT D ENVELOPE COMPLIANCE ATTACHED
STATEMENT OF COMPLIANCE
This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24,
Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building mechanical requirements.
The Principal Mechanical Designer hereby certifies that the proposed building design represented in this set of construction
documents is consistent with the other compliance forms and worksheets, with the specif"tcations, and with any other
calculations submitted with this permit application. The proposed building has been designed to meet the mechanical
,uirements contained in sections 11 o through 115, 120 through 124, 140 through 142, 144 and 145.
Please check one:
[xi I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this
docum_ent as the person responsible for its preparation; and that I am a civil engineer, mechanical engineer, or architect.
D I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of
the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a
licensed contractor preparing documents for work that I have contracted to perform.
D 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 -NAME
Phili
UC.NO.
M028551
DATE
8/12/94
f
MECHANICAL MANDATORY MEASURES . ~
. Indicate location on plans of Note Block for Mandatory Measures .... I M_3_._2 ______________ __.
For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential
"1anual published by the California Energy Com-mission. -· -· ·-------·-----·---------· ·· · ------
MECH-1: Required on plans for all submittals. Parts 2 & 3 may be incorporated in schedules on plans.
MECH-2: Required for all submittals; choose appropriate version depending on method of mechanical compliance.
MECH-3 and MECH-4: Required for all submittals.
Nonmsidential Compliancs Form Decsmb9f 1991
PROJECT NAME . DATE
r·-
SYSTEM FEATURES -..
L..ls_vsTEM_NAM_e _____ ___.ll L.. _H-~'F_-_\;.;:8;.__ _ __.I I MEc~:\~STEMS II L-_...;;_r+:_~;._-_2_0 __ ......JI ~
TIME CONTROL s ~
SETBACK CONTROL NIA ~IA
ISOLATION ZONES NJ,-. ti/A \,.f}~
HEAT PUMP THERMOSTAT? y y y
ELECTRIC HEAT? H N N
FAN CONTROL NIA N/A
VAV MINIMUM POSITION CONTROL? NIA N/A 'NIA
SIMULTANEOUS HEAT/COOL? N N N
HEAT AND COOL SUPPLY RESET? NJ,-. N/A NIA
VENTILATION e, ~
OUTDOOR DAMPER CONTROL? <;. ~
ECONOMIZER TYPE N N
OUTDOOR AIR CFM \Ceo 2..-4-o
HEATING EQUIP. TYPE I HIGH EFFIC.? f\S>ri-'puM'P ly H S,A.,T ~MP I y
MAKE AND MODEL NUMBER rr~e w~o2., ~~ w"PH-t:o21
COOLING EQUIP. TYPE I HIGH EFFIC.? ~~T ~P lY \+lSA-r f-'UMF I y
MAKE AND MODEL NUMBER 1it.lt-~·l'l= W'Pt-41:02.\ TPAN'fi Wr>He:02.1
"\
I CODE TABLES: Enter code from table below into columns above. I
HEAT PUMP THERMOSTAT? TIME CONTROL SETBACK CTRL. ISOLATION ZONES FAN CONTROL
S: Prog. Switch H: Heating Enter number of I: Inlet Vanes
ELECTRIC HEAT? 0: Occupancy Sensor C: Cooling Isolation Zones. P: Variable Pitch
M: Manual Timer B: Both V:VFD VAV MINIMUM POSITION CONTROL? Y:Yes O:Other
N:No SIMULTANEOUS HEAT/COOL? VENTILA 110N OUTDOOR DAMPER ECONOMIZER O.A.CFM
HEAT AND COOL SUPPLY RESET? 8: Air Balance A: Auto A: Air Enter Outdoor Air
C: Outside Air Cert G: Gravity W:Water CFM.
HIGH EFFICIENCY? M: Oul Air Measure N: Not Required Note: This shall be no
D: Demand Control less than Column G on
N: Natural MECH-4.
,
Nonrssidsntia.J Complianet!J Form December 1991
PROJECT NAME
CT INSULATION .
SYSTEM NAME DUCTTYPE
(SUpply Retum, etc.)
SUfTL'(
\:\~
DUCT LOCATION
(Roof, Plenum, etc.)
~lSNUM
DUCTTAPE
ALLOWED?
y N
~D
~D
DD
DD
DD
DD
DD
DD
DD
DD
DD
DD
DD
DD
DATE -.I . .A
c.¥\2 /'=\-,-
DUCT INSULATION
R-VALUE
4,2
'\\2..
:N6re'.ro tJ=iew· :\
PIPE INSULATION · . -"
SYSTEM NAME PIPE TYPE
(Supply, Retum, etc.)
HI#-
INSULATION
REQUIRED?
y N
DD
DD
DD
DD
DD
DD
DD
DD
DD
.:,foteio f:::FieLD·.
NOTES TO FIELD -For Building Department Use Only , · ':i4
.• ... :_ .. :·-·
. . . ·.-; :·:.:·. :.· :-:::·:·-=_\:: ·.: ·:. . •. , .. ·,·:·.-::=·:"{:: .....
. . . :_ .. ··:: ·:-·· . . . : . . . . .
. -:··.·.·=
Nonrssidentia/ Compliancs Fonn December 1991
• PROJECT NAME
SYSTEM NAME
NOTE: Provide one copy of this form for each mechanical system when using the Prescriptive Approach.
SIZING and EQUIPMENT SELECTION
1. DESIGN CONDmONS:
-OUTDOOR, DRY BULB TEMPERATURE
~ OUTDOOR, WET BULB TEMPERATURE
• INDOOR, DRY BULB TEMPERATURE
2. SIZING:
-VENTILATION LOAD
• ENVELOPE LOAD
·LIGHTING
-PEOPLE
• MISC. EQUIPMENT
·OTHER
-·OTHER
\So
\I;:"
\ 2.
TOTAL CFM (From MECH-4)
WATTS/SF
# OF PEOPLE (From MECH-4)
WATTS/SF
(Describe)
(Describe)
DATE e/ \~44 I
FLOOR AREA [ ..
'294 ~:~.
1--c-~_o_~_NG---1 ~
G.?7
8 'bB B
\ • ~-:2.:>
'2.:S2.
.4e,
.2.~ B
TOTALS .--l-";-, ~-~--,I ....... I __ (th ..
~-3. SELECTION:
A SAFETY/WARMUP FACTOR
B. MAXIMUM ADJUSTED LOAD (Totals from above X Safety/Warmup Factor)
C. INSTALLED EQUIPMENT CAPACITY
\,2.0 §
\G,,Ol
Is:;,~
IF LINE 3-C IS GREATER THAN LINE 3-B, EXPLAIN KBtu / Hr KBtu / Hr ~;\:le
FAN POWER CONSUMPTION ·
DESIGN
FAN DESCRIPTION BRAKE HP
1-4/ A.
NOTE: Include only fan systems exceeding 25 HP (see §144).
Total Fan System Power Demand may not exceed 0.8 Watts/CFM for
constant volume systems or 1.25 Watts/CFM for VAV systems.
Nonresidenfjaf Compliance Form
EFFICIENCY
MOTOR DRIVE
NUMBER PEAK WATTS CFM
OF FANS Bx Ex 746/ (Cx D) (Supply Fans)
TOTALS I ,_I --
TOTAL FAN SYSTEM I
POWER DEMAND . WATTS/CFM ~Co-1._F_/_Co_l._G_,
PROJECT NAME
DATE 9/ l:2/ Cl\ 4 I
SYSTEM NAME HP-\9 FLOOR AREA
<oS4
NOTE: Provide one copy of this form for each mechanical system when using the Prescriptive Approach.
SIZING and EQUIPMENT SELECTION .
1. DESIGN CONDITIONS:
·OUTDOOR,DRYBULBTEMPERATURE
~ OUTDOOR, WET BULB TEMPERATURE
• INDOOR, DRY BULB TEMPERATURE
2.SIZING:
• VENTILATION LOAD
• ENVELOPE LOAD
·LIGHTING
·PEOPLE
• MISC. EQUIPMENT
·OTHER
·OTHER
' ~!:> TOTAL CFM (From MECH-4)
WATTS/SF
\\ # OF PEOPLE (From MECH-4)
• ti°G> WATTS/SF
(Describe)
_c_~_oL_;_a_ ~
~,
7S ""'\S
•G:>7
\",15 B
~.ao
'2..~c
,98
B
(Describe)
TOTALS \J,S:' 11 t·· '-----'c·"l.:
3. SELECTION:
A. SAFETY/WARMUP FACTOR
B. MAXIMUM ADJUSTED LOAD (Totals from above X Safety/Warmup Factor)
C. INSTALLED EQUIPMENT CAPACITY
' 1 '2.0 §
IF LINE 3-C IS GREATER THAN LINE 3-8, EXPLAIN KBtu /Hr
---------------'Se\l\'7,~te
KBtu/Hr
FAN POWER CONSUMPTION ·
DESIGN
FAN DESCRIPTION BRAKE HP
NIA.
NOTE: Include only fan systems exceeding 25 HP (see §144).
Total Fan System Power Demand may not exceed 0.8 Watts/CFM for
constant volume systems or 1.25 Watts/CFM for VAV systems.
Nonresidsntial Compliance Form
EFFICIENCY
MOTOR DRIVE
NUMBER PEAKWATTS CFM
OF FANS Bx Ex746/(Cx D) (Supply Fans)
TOTALS I ._I --
TOTAL FAN SYSTEM I
POWER DEMAND . WATTS/ CFM ._Co_l._F_/ Co_l._G_,
December 1991
PROJECT NAME DATE · ~/\'2.(94
SYSTEM NAME FLOOR AREA
9~~
NOTE: Provide one copy of this form for each mechanical system when using the Prescriptive Approach.
SIZING and EQUIPMENT SELECTION -
1. DESIGN CONDITIONS:
• OUTDOOR, DRY BULB TEMPERATURE
~ OUTDOOR, WET BULB TEMPERATURE
-INDOOR, DRY BULB TEMPERATURE
2. SIZING:
• VENTILATION LOAD
• ENVELOPE LOAD
·LIGHTING
-PEOPLE
• MISC. EQUIPMENT
-OTHER
·OTHER
2-.4,o , . TOTAL CFM (From MECH-4)
1.5
lG--t ::::,
WATTS/SF
#OF PEOPLE (From MECH-4)
WATTS/SF
(Describe)
COOLING I H;G I <o-:;
Cot
7s: 7~
B -.. :;~
,,S"
4,\4
:; '":2.
\,~4
'7 'b B
I
(Describe)
TOTALS \S,oe II
e.J.--~ ..
r1~
3. SELECTION: ~:
A. SAFETY/WARMUP FACTOR
B. MAXIMUM ADJUSTED LOAD (Totals from above X Safety/Warmup Factor)
C. INSTALLED EQUIPMENT CAPACITY
L:2. § 2.(.,o
'2.c~a
IF LINE 3-C IS GREATER THAN LINE 3-B, EXPLAIN KBtu/Hr KBtu/ Hr ~:Y.e
FAN POWER CONSUMPTION · ,·.
DESIGN
FAN DESCRIPTION BRAKE HP
NIA:
NOTE: Inell.Ide only fan systems exceeding 25 HP (see §144).
Total Fan System Power Demand may not exceed 0.8 Watts/CFM for
constant volume systems or 1.25 Watts/CFM for VAV systems.
Nonresidsntisl Compliance Form
EFFICIENCY
MOTOR DRIVE
NUMBER PEAKWATTS CFM
OF FANS Bx Ex 746/ (CX D) (Supply Fans)
TOTALS I .__I --
TOTAL FAN SYSTEM I
POWER DEMAND ..__ ___ .....
WATTS/CFM Col. F/Col. G
Decsmb9r 1991
PROJECT NAME
OLING EQUIPMENT
SYSTEM DESIGN OUTPUT
NAME (BTU/HR) DESIGNCFM
:2.eJ~Q::) so
"2.~,Soo eoo
2.G Soo eoo
UNITS
a1=,~
t=e.~
\:.~R
RATED EFRCIENCY
ALLOWED PROPOSED
\o.o \4.°\
\o.o \4~s
lo,o \"t\;;
ECONOMIZER
y N
D~
Dl&I
0181
DD
DD
DD
DD
DD
DD
DD
DD
DD
DD
DD
DD
HEATING EQUIPMENT . "
SYSTEM
NAME
~-\~
1-+'P-l~
H-~-~o
I
MAKE AND
MODEL NO.
CS!!e >:&:Ne.
I
~i,
DESIGN OUTPUT
(BTU/HR)
RATED EFFICIENCY
UNITS ALLOWED PROPOSED
CO'f' 3.8 4\4
cap, -:;, s 4-4
c>o'f> ".3>. ~ 4\4
December t9S
DATE~, . . '01\'2.{C\4
SYSTEM NAME ~-\~
!NOTE: Provide one copy of this form for each mechanical system.
MECHANICAL VENTILATION •
[Al [ID [Q] Im [ID [E] [g] [HJ [I] Q] 00
AREA BASIS OCCUPANCY BASIS REC'D. VAY MINIMUM CFM
COND. CFM MIN. NO. MIN. O.A. DESIGN LARGEST DESIGN TRANS-
SPACE AREA CFM OF CFM (MAX.OF SUPPLY MIN. MIN. FER'
NO. (SF) PER SF (BXC) PEOPLE (EX 1'5) DORF} CFM CFM CFM AIR -'2.~ \ l5' ~+ \'2. \ Sc::> leo SSl> ---
..
,\.
-
-
TOTALS (FOR MECH·2) I \'2. I I ) e,oll ~ol /I Minimum Ventilation Rate per Section 2-5321, Table 2·53F. '\
Based on Expected Number of Occupants or at least 50% of Chapter 33 UBC Occupant Density.
Must be greater than or equal to G, or use Transfer Air.
If zone reheat or recool is used, I must be less than or equal to H X 0.3, or less than or equal to B X 0.4, or less than or equal to 300 CFM,
whichever is larger.
'~
Must be less than or equal to I (if applicable), but no less than G, unless Transfer Air (K) is used.
Must be greater than or equal to (G -H), and, for VAV, greater than or equal to (G • J).
Nonrasidential Compliance Form Decamber 1991
• PROJECT NAME DATE CQ/\
SYSTEM NAME
I NOTE: Provide one copy of this form for each mechanical system.
MECHANICAL VENTILATION •
[Al 00 [Q] [Q] 00 [E] [gJ [HJ OJ Q] [Kl
AREA BASIS OCCUPANCY BASIS REQ'D. VAV MINIMUM CFM
COND. CFM MIN. NO. MIN. O.A. DESIGN LARGEST DESIGN TRA~
SPACE AREA PER SF CFM OF CFM (MAX.OF SUPPLY MIN. MIN. FER
NO. {SF} {BXC) PEOPLE {EX f5) DORF) CFM CFM CFM AIR -G!;4 I \b ~2:> \ l ,~;; \~ J;" ~ ---
•I , .. -
-
TOTALS (FOR MECH-2) I l\ I I \ <=&" 11 'E>~I fl Minimum Ventilation Rate per Section 2·5321, Table 2·53F. ' Based on Expected Number of Occupants or at least 50% of Chapter 33 UBC Occupant Density.
Must be geater than or equal to G, or use Transfer Air.
If zone reheat or recool ls used, I must be less than or equal to H X 0.3, or less than or equal to B X 0.4, or less than or equal to 300 CFM,
whichever Is larger. ~ Must be less than or equal to I (if applicable), but no less than G, unless Transfer Air (K) is used.
Must be geater than or equal to (G. H), and, for VAV, greater than or equal to (G. J).
Nonresidential Compliancs Form December 1991
• PROJE;CT NAME ID.ATE ~/\~
SYSTEM NAME (,.
! NOTE: Provide one copy of this form tor each mechanical system.
MECHANICAL VENTILATION ·
00 !ID @] IQ] 00 [E] !ID [HJ OJ QJ 00
AREA BASIS OCCUPANCY BASIS REC'D. VAY MINIMUM CFM
COND. CFM MIN. NO. MIN. O.A. DESIGN LARGEST DESIGN TRANS-
SPACE AREA CFM OF CFM (MAX.OF SUPPLY MIN. MIN. FER
NO. (SF} PER SF (BXC) PEOPLE CE X f5l DORF) CFM CFM CFM AIR -et:~.3 .ts \-4-c, \G> 2..4-c> 2..4-0 800 ---
.-l,,.
TOTALS (FOR MECH-2) I \ (: I ,~11 ca~I
'I ' · C Minimum Ventilation Rate per Section 2·5321, Table 2-53F.
E Based on Expected Number of Occupants or at least 50% of Chapter 33 USC Occupant Density.
H Must be greater than or equal to G, or use Transfer Air.
I If zone reheat or recool is used, I must be less than or equal to H X 0.3, or less than or equal to B X 0.4, or less than or equal to 300 CFM,
whichever Is larger. lil Must be less than or equal to I (if applicable), but no less than G, unless Transfer Air (K) is used.
\.. Must be greater than or equal to (G -H), and, for VAV, greater than or equal to (G -J).
Nonresid6ntia/ Compliancs Fonn December 1991