HomeMy WebLinkAbout1088 LAGUNA DR; ; CB910986; Permit,BUILDING P E R M I T
10/25/9). 12: 24
Pag&~ ·1 of 1
Job Address: 1088 LAGUNA
Permit Type: APARTMENTS
Parcel No: 155-272-19-00
Valuation: 165,200
Construction Type: VN,
Occupancy Group: I1/R1
Description: CHANGE FROM
~ BUILDING C
DR Str:
Class Code: BLDG C
R OCCUPANCY TO I-1
1ST AND 2ND FLOORS
Permit
Project
Development
Fl: Ste:
No: CB910986
No: A9101214---
No l/L {/?5
Status: ISSUED
Applied: 07/01/91
A2r/Issue: 10/25/91 49ij-tiV~.f'ij.aOQ9i :Oleo 02
619 234-4316 C-PRMT 1081-00
CONTRACTOR 234-4316
*** ***
CITY OF CARLSBAD
2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161
I
PERMIT APPUCATION
City of Carlsbad Building Department
2075 Las Palms D[-, Carlsbad, CA 92009 (619) 438-1161
1. PRRMll l"YPk
A -0 commerc,al DNew Building O Tenant Improvement
B -D Industrial D New Building D Tenant Improvement
C -~ Residential D·Apartment D Condo D Single Family Dwelling lf1 Addition/ Alteration
D Duplex D Demolition D Relocation D Mobile Home D Electrical D Plumbing
D Mechanical D Pool D Spa D Retaining Wall D Solar D Other ___ _
oz.
2. PRClJF.CT INFORMATION FOR OFFICE USE ONLY
Address 1088 Laguna Drive Bmldmg or Smte No.
Nearest Cross Street Jeff er SO n
LEGAL DESCRIPTION Lot No. sulxhv1S1on Name/Number Omt No. Phase No.
City of Carlsbad Portion of Section 6, Township 12 South, Range 4 West -
cHEcR BEWW IF sDBMII IED:
D 2 Energy Cales if! 2 Structural Cales a 2 Soils Report D l Addressed Envelope
ss 155-272-19
DESCRIPTION OF WORK pgra e por 1 ons 0
# OF STORIES
ADDRESS NAME
CI'IY
4 . .APPUCANT O cON'IRACIOR
STATE ZIP CODE DAY TELEPHONE
tlAGEN'I FOR cON'l'RACIOR tlOWNEll rlfiAGENI FOR OWNER
NAME Delorie Jacobsen ADDRESS 1060 8th Ave. , #405
CITY San Di ego STATE CA ZIP CODE 92101 DAY TELEPHONE ( 619) 234-4316
s. PRoPillri' OWNER. .
NAME Villas de Carlsbad, Ltd. ADDRESS 1060 8th Ave., #405
cr'IY San Di ego STATE CA ZIP CODE 92101 DAY TELEPHONE (619) 234-4316
6. mN'I'RACluR
NAME Casitas Development
.cI'IY San Di ego STATE CA
ADDRESS 1060 8th Ave., #405
ZIP CODE 92101 DAY TELEPHONE (619) 234-4316
DESIGNER NAME s; 1 i man/ l~yma n
STATE UC.# 445251 LlCENSE CIASS 8 Cl'IY BUSINESS UC:.#
ADDRESS 9609 Waples Street, Ste. 200
cI'IY San Di ego STATE CA ZIPCODE 92121 DAYTELEPHONE 453-4320 STATELlC.# :C7585
1. WOIU<filtS' wMP£NSA.110N
Workers' Compensation beclaratlon: I hereby afhrm that I have a cert1hcate of consent to self-msure issued by the D1rector of lndustnal
Relations, or ·a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified
by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C).
l''t?
f,l. l', : ~. -.
INSURANCECOMPANY Cal Comp POUCYNO.W1700631 EXPIRATIONDATE 6/30/92
eeruhcate of Exemption: I certify that m the performance of the work for which this permit IS issued, I shall not employ any person m any manner
D
D
D
aratlon: ere y a ,rm at ontracto s cense o owmg reason:
I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or
offered for sale (Sec. 7044, Business and Professions Cqde: The Contractor's License Law does not apply to an owner of property who builds
or improves thereon, and who does such work himself or through his own employees,. provided that such improvements are not intended
or offered·for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden
of proving that he did not build or improve for the purpose of.sale.).
I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions
Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects
with contractor(s) licensed pursuant to the Contractor's Llcense Law).
I am exempt under Section _______ Business and Professions Code forthis 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 Llcense 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)).
SIGNATIJRE DATE
coMPLETE THIS SECtioN FOR NON-RESIDENTIAL BUlLDING 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?
h I. Dfi YES b 'Id' ~ NO ' ed b · ' f h ' II ' I d" . . I" d' . 1 Is t e app 1cant or utµre u1 mg occ.!1'ant reqmr to o tam a permit rom t e air po uuon contro 1stnct or a1r qua 1ty management 1stnct.
C YES ~ NO
Is the facility to be constructed Within.J,000 feet of the outer boundary of a school site?
0 YES [1 NO
IF ANY OF nm ANSWERS ARE~ A FINAL CER1Il1CATE OF oa;m>ANCY MAY Nar BE ISSUED AFfER JULY 1, 1989 UNLESS nm APPUCANT HAS MET OR IS MEETING nm REQUIREMENTS OF nm OFFICE OF EMERGENCY SERVICF,S AND nm !JR POU.UTION CDNTilOL msnucr.
9. wNSIRUCllON LHNDING AGRNCY . .
I hereby afhrm that there 1s a construction lendmg agency for the performance of the work for which this permit 1s issued (Sec 3097(1) C1vil code).
LENDER'S NAME LENDER'S ADDRESS
to. APPLlcANT cmtl1FlcA110N
I certify that I have read the apphcauon and state thanhe above mformat1on 1s correct. I agree to comply with all City ordmances and State laws
relating to building construction. I hereby authorize representatives of the G,jtyof Carlsbad to enter upon the above mentioned property for inspection
purposes. I AISO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS nm CflY OF CARISBAD AGAINSf AIL UABillTIES, JUDGMENTS, CDSTS
AND EXPENSF.S WIIlCH MAY IN ANY WAY ACDUJE AGAINSf SAID CflY IN CDNSEQUENCE OF nm GRANTING OF nns PERMIT.
OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height.
Expiration. ·Every permit issued by the Building Official under the provisions of this Code 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).
DATE: _____ _
Applicant PINK: Finance
I
U!fSCl!!!PYUD Ill§f!CTIOH () L
OATJ:,________ INSPECTOR r!': · ~ (J<----
PERMIT t q/-;/6 Pt.ANCIC t ------
TIME ARRIVE: . TIME LEAVE: -----
co ~VL DESCRIPTION ACT COMMENTS
-----f1rf-~b -
----
PDIIITS
6/15/19
-
-
c~ol~ ,
United States Testing Company, 1'1C,
Engineerjng & Support Services ·
3467 Kurtz Street, San Diego, CA 9211 O (619) 225-9641
Job No:
Job Nama:
Address·~
01:j.39600
VILLAS DE CARLSBAD
REl10DEL, BLDG "C"
1088 LAQUNA DR.
CARLSBAD, CA 00000
CITY OF CARLSBAD
BLDG. INSPECTION DEFT.
2075 LAS PALMAS DRIVE
CARLSB}\D, CA 92009
i?lan Number: Permit{ 91-986 Application:.
'Dir;;tribUted To:·
SOUTHCOAST·RENOVATION
CITY OF CARLSBAD
UNITED STATES TESTING
Report .No,: 8862
Date:·$eptember 28, 1992
ENGINEER: S. FRANI<;oM RCE CA37766
FIELD IHSPECTJO~-BEPOR'l'
D~TE OF IHSPECT!OH: -09/22/92
I'l'EH
, Holddowns
LQCA'llOH OF WORK INSPEC'lED: New bolddox,ms at riew ,;,penings. · 1" threaded rod
-West shower, room ClOSB. 'Dining rooms CilOA and c11oc.
Hilti HVA adhe1?ive anchor system. HEA M20x170 (7/S"x'G 5/8"} -2 cart'l'.i,dges
per hoJ,,e.
· Room C108B: New opening to hallway C105, east jaI!ll;); or;i.gihal .hole hit rebar
_at 9", new -hole offset per Mr •. Jim Roman.
CONTRACTOR: South Coast Renovations
ACCEP.r I REJECT
X
· 7HE HORR D~CRIBED ABOVE WAS PERFORMED IN ACCORDANCE WITH 7HE .P.ROJEC'l PLANS AND SPECIFICA'lIONS.
INSPECTOR: Eric Checketts
JOB HOURS: 4,(} START TIME: 10:12
NUHBER:. 538
STOP TIME: 12:10
THIS REPORT DOES NOT RELIEVE THE CONTRACTOR OF HIS ~SFONSIB:i:LITY TO BUILD
PER THE PL,AHS, SPECIFICATIONS AND ¥,L APPLICABLE CODES.
~ , . I he &&:!W= Ii.....
r _ / / ,-s s (,/2-aA: rr,,,v~ fJIA....S CN-Ck..
1/2 ~IA-s oe ~A!.~'° •
._),~· ~.-..J ~~// ..,t/df£ ~ f'<A,V'5
bJal'Gos 7' /4 ~e:.f ~r • -.,.
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A e:J ~ At2e4 S~"-~//
W,e...e.. .~e, tc,.;<S~~n/'J /fr ~A.A-5-G
UNt.S f-'/2-1<7/l.. 77> eJCCoj'/.J-JJ ~/
eit~"-~!:sf!. 1/ aw.,s/,,,.,,.;c.-h-~.s .,v~;.
~<,1,-1 ,,_.J ·-14,_ A-f;/AC,._/ //.~se •
-rk"< ,s ~e~~tvl,k -lo J~ ~c ~
~1J tJ,_ , -4.-\,o ~;us I JGd,C
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74~ ,c,_ ~ k~ ~Sc:) 1·
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City of Carlsbad ca-,,,,,,.oo,a-2wn,.,.,,,,no1
August 12, 1991
Delorie Jacobsen
Sillman/Wyman
9609 Waples Street 200
San Diego, Ca 92121
Plancheck 91-986, Villas De Carlsbad
This was submitted as "Upgrade portion of first and second floors to
one hour constructio~". What it appears to be is a conversion to
an I-1 occupancy from an R occupancy.
First, will you please state in writing what you are trying to accomplish
and for whom so we can describe on the building permit what is being
issued.
Second, please refer to the attached correction list:
There is no documentation in our files showing approval of anything
on that list.
There are three appeals; more units for disabled, low level exit signs
and visual warning devices. These _appeals should be made in writing
to the Director, Martin Orenyak, who is the Building Official.
There are several itenµ;· you want the inspector to verify. Our inspe~tors
determine whether or not the construction agrees with the approved plans.
Ple---=--~ote absolutely on the plans the following items, and document
atements: 71A,C; 163-65; 291; 299;309. -
eas.e obtain written approval from the
302, 304,305,10, after which the
----~ ~
CARTER DARNELL, PLANCHECK COORDINATOR
c: Kurt Culver, Esgil Corporation
Fire Department for Items 294,
Building Department will review.
Jim llarris, Assistant Fire Marshall
To~y Mata, Principal Building Inspector
. . . .
2075 Las Palmas Drive • Carlsbad, California ·92009 • (619) 438-1161
'II.,_' FINAL BUILDING INSPECTION
DEPT: BUILDING ENGINEERING ('FlRE . \ PLANNING U/M WATER
PLAN CHECK#: CB9;I.0986
PERMIT#: CB9109·86
PROJECT NAME: CHANGE FROM R OCCUPANCY TO I-1
BUILDING C 1ST AND 2ND FLOORS
ADDRESS : \ro:a-~r-tAGUNA DR. j
7
CONTACT PERSON/PHONE#: MH/
SEWER DIST: CA WATER DIST: CA
DATE: 07/15/92
PERMIT TYPE: APT
INSPE.CTED;7~ DATE
BY: ~~c.L-INSPECTED.: /0~/f.J---APPR~VED ~ DISAPPROVED . ,
INSPECTED
BY:
INSPECTED
BY: . _.......,.. _______ _
COMMENTS:
DATE
INSPECTED:
DATE
INSPECTED:
APPROVED
APPROVED
DISAPPROVED
DISAPPROVED
?LS !k)t-t-D
{!lf-fef. __,,
K'vf-1-' t"v / Ve i 5l tJ 5~
~'7 e., ,JJ-~
9/4
PLANCHECK 91-986
9/4/91
I think you should approve Items 1 to 4 above.
ITEMS 1 to 4 APPROVED: DATE: -----~-~------------------BUILDING OFFICIAL
Kurt says 1 and 4 never discussed. 2 and 3 were discussed with no conclusions.
Jim Harris has approved plans but his approval conditions 8' corridors on
second floor.
Owner says he wants p~rmit.Y-
·;
' -I
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City. of Carlsbad
Mi• 14 •14 ·kl 4; I ,t§ Ii I
May 15, 1992
Ron McElliott
Villas de Carlsbad, LTD
1060 8th Avenue, Suite 405
San Diego CA 92101
RE.CE\VED MA'1 2 9
This letter confirms our conversation of May 15, 1992. As we agreed, the City will allow
occupancy of the second floor while the first floor is incomplete. provided all of the following
conditions are maintained:
1 . · Fire Marshal's approval of said conditions.
2. There will be an on premise security person placed as a fire
watchman at all times when construction crews are not onsite.
3. The duration of the firewatch will be from the time the second
· floor Certificate. of Qccupancy is granted until .all drywall
improvements are complete on the first floor.
4. Th~ fire watchman will have access to fire extinguishers of a type
· and number specified by the Fire Marshal.
5. At no time will the fire sprinkler system and the alarm system be
out of operation at the same time. _
6. The automatic sprinkler system shall be placed in service each
night prior to the workers leaving the site·.
As signed below, these conditions are to be adhered to without exception. The failure to do so
may result in· the revocation of second floor occupancy unti.1 all passive and active fire resistive
elements are complete. Please acknowledge this agreement below and return to this office prior
to requesting final inspection of .the second floo~
=---=--;;==:--~ . . ~ z:_~~4-'
PAT KELLEY oc::::: MIKE SMITH
Principal Building_ Inspector Fire Marshal
~ . ' . , I R -__ ,
~. I ' ' • =
c: Community Developmen~ Director
2560 Orion Way • Carlsbad, California 92008-7280 • (619) 931-2141
. CITY OF CARLSBAD
INSPECTION REQUEST
PERMIT# CB910986 FOR 07/15/92
DESCRIPTION: CHANGE FROM R OCCUPANCY TO I-1
BUILDING C 1ST AND 2ND FLOORS
TYPE: APT .
INSPECTOR AREA MP
PLANCK# CB910986
OCC GRP Il/Rl
CONSTR. TYPE VN
STR: FL: STE: JOB ADDRESS: 1088 LAGUNA DR
APPLICANT: VILLAS DE CARLSBAD,
CONTRACTOR: CASITAS DEVELOPMENT
OWNER:
LTD. PHONE: 619 234-4316
REMARKS: MH/
SPECIAL INSTRUCT: COLLEEN (FIRE) WILL BE
TOTAL TIME:
--RELATED PERMITS--PERMIT#
AS920043
FA920003
TYPE
ASTI
FALARM
PHONE: 234-4316 ~/ / --PHONE: ~
INSPECTOR~• ·
THERE 9 AM
STATUS
ISSUED
ISSUED
CD LVL DESCRIPTION ACT COMMENTS
19 ST Final structural
29 PL Final Plumbing ~-----------
39 EL Final Electrical
49 ME Final Mechanical
---------,-------------
------------------'----
-------------------------"----
***** INSPECTION HISTORY *****
DATE DESCRIPTION ACT INSP COMMENTS
070792 Frame/Steel/Bolting/Welding AP MP OK TO DROP TILE
070192 Interior Lath/Drywall PA MP NURSES AREA
062992 Frame/Steel/Bolting/Welding PA MP· OK TO ROCK NURSES AREA
062992 Rough/Topout PA MP
062992 Rough/Ducts/Dampers PA MP
060392 Frame/Steel/Bolting/Welding AP MP OK TO ROCK LIDS@ BTHRM
052992 Frame/Steel/Bolting/Welding NR MP MET W/FIRE
052792 Interior Lath/Drywall AP MP OK TO TAPE 2ND FLOOR
052692 .Interior Lath/Drywall NS MP NO APP PLANS
05229-2 Interior Lath/Drywall NR MP NO APPROVED PLANS
052192 Interior Lath/Drywall CA . PY PLAN CHANGE NOT APPROVED
051892 Interior Lath/Drywall NR MP
051392 Interior Lath/Drywall co MP ' 051292 Rough Electric AP MP WALLS ONLY 2ND FLOOR
-.... -,--......
DATE:
ESGIL CORPORATION
AUGUST 5, 1991
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, .CA 92123
(619) 560-1468
OAPPLICANT
JUR,!SDICTION: CARLSBAD [g JURiSDICTIQN.)
OPLAN CHECKER
QFILE COPY
QUPS
r,DESIGNER
PLAN CHECK NO: 91-986 SET: II
_ _.
PROJECT ADDRESS: 1088 LAGUNA DR., BLDG. C
PROJECT NAME: VILLAS DE CARLSBAD -ADD I-1 OCCUPANCY
D
D
0
The plans transmitted herewith have been corrected where
necessary and substantially comply with the jurisdiction's
building codes.
The plans transmitted herewith will substantially comply
with the jurisdiction's building codes when minor deficien-
cies identified on the attached sheets are resolved and
checked by building department staff.
The plans transmitted. herewith have significant deficiencies
identified on the enqlosed check list and should be corrected
and resubmitted for~ 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.
D Th~ applicant's copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
r-:-, . this transroi ttal · ~ Th_e a·pplicant' s copy of t~~;...-:t.'1"St nas been sent to:
s·ILLMAN/WYMAN, .1,0671 ROSELLE ST., #200, SAN DIEGO, CA 92121
r:J Esgil staff did not advise. the applicant contact person that ~ plan che~k ha~ been completed~
~ Esgil staff did advise applicant that the plan check has
~ been completed. Person contacted: JIM ROMAN -------------
Date contacted: 8/5/91 ----,--...-----Telephone # APPT. --------0 REMARKS: ___________ __... _________ _
By: l\URT CULVER Enclosures: -----------ESGIL CORPORATION
OGA DAA ORN ODM
t
V
CITY OF CARLSBAD
PLAN CHECK NO. 91-986, II
VILLAS DE CARLSBAD, ADD I-1 OCCUPANCY
AUGUST 5, 1991
The designer stated
following outstanding
71) A.
that the City has resolved
corrections (please verify):
all of the
)c.
Please verify whether the statement made in Note 18 on
sheet A2 is correct.
City to determine if the "Firemaster Bulk" shown in
L165.
the
Note 9 on sheet A2 may be used as an equivalent to
extending drywall behind bathtubs (to maintain the one-
hour fire-resistive integrity of the walls).
The designer would like the inspector to verify that
exit signs and exit illumination comply with the UBC.
I .. ..+-.284. For I occupancies, Chapter 10 in Title 24 requires that more
I.AA--V units be accessible for the disabled than that required for
R occupancies (the current use). The designer would like to
appeal this to the City.
~-2. The designer would like to appeal the requirement for low
29i.
294.
l'-1\0
level exit signs to the-City.
The designer would like to appeal the requirement for visual
warning devices for the hearing impaired to the City.
The inspector should verify the one-hour construction shown
at Notes 2, 4 and 10 on sheet A2.
The designer stated that the City would allow phasing of
this project wlthout requiring ~J:.a separation~ walls.
Please verify. '/\.)t!)-A-P:s2.. ~~ /." ,,X r 1o t--~• ~ ~&«>{2--?
Notes 7 and 8 on sheet A2 specify that non-bearing walls may
be non-fire rated. UBC Section 1705 only allows this for
apartments and hotels •
.:"-' 296. Please verify 9n City records the floor areas reported on
~ 299.
~01,
sheet A2.
At Note 14 on sheet A2, the drywall that the inspector is to
verify should be 5/8" Type X.
The designer stated that
sheet A2 as equivalent to
verify.
the City
one-hour
has accepted Note 17 on
construction. Please
\
CITY OF CARLSBAD
PLAN CHECK NO. 91-986, II
VILLAS DE CARLSBAD, ADD I-1
AUGUST 5, 1991
~,-) !t>N~ ,'LL;~~~~,---
e designer stated tha the existing bathroom exhaust fans
fire-rated corridor, yet aren't No.
in UBC Section 4306(j). He further
has accepted this. Please verify.
8'-wide corridors are required per UBC
pass overhead above th
26 gauge as specif'
stated that the City
City to deh.¢rmine) if
Section 3321. {
City to determine if the entire building is to be made of
one-hour construction, per AB 1989 (the 3rd story isn't).
306. Justify not replacing plumbing and electrical materials to
comply with current codes for an I occupancy.
308. Show fire sprinkler activation per Item 5 in UBC Section
1002(b).
~09. Inspector to
~
at there are no duct penetrations of
iers. {) ~ TO ~O'"T"<£-. ol',} ~~~ ,
f ,4-,-Ji. 1 o ~ "-\ w\ LL-l-0-t0 ~
If you have any questions, please contact Kurt Culver of Esgil
Corporation at (619) 560-1468. Thank you.
·ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA f}2123
(619) 560-1468
DATE: Tu.41 10 t /qq/ 7 JU·ISDICTI0N"
JURISDICTION: Cadshael · PLAN CHECKER
QFILE COPY
QUPS . PLAN CHECK NO: SET: T
'
PROJECT ADDRESS: !Qf?~ ~-{Jo ~I~. C
ODESIGNER
PROJECT NAME: y,· /lg,5 ae. iarJ-sbad' -Ade/ L-/ t2<cuf1aflo/
D
0
D
The plans transmitted herewith have been corrected where
necessary and substantially comply with the jurisdiction's
building codes.
The plans transmitted herewith will substantially comply
with the 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
plan.s are submitted for recheck.
D The applicant's copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
~ The applicant's copy of the check list has been sent to:
De.lor-ie,.. Jq.cabs·~~::··:.· i0(p0 ~th.-Ave.:; -=#=-'-/OS ~vi h,tjo "fo<ID/.
~ Esgil staff did not advise the applicant contact person that
plan check has been completed.·
O Esgil staff did advise appli~ant.that the plan check has
been completed •. Person contacted: ___________ _
By: ----~ ........ ------~""----~---ES GIL CORPORATION 7 '2-
OGA OAA D RN ODM
' ,, . ~ .
PI.AH CIEClC HO. __ '9...!,..!..f-_1...i..~...:::.:,,,/e,:;_.. ______ _
JURISDICIIOH: __ .:,..C_.@::.c<1.C-! .... ~"""b-...et.=e{...,_ _____ _
OCCUPANCY:_-=:r:=---.:..1_,_/ ....... R...;a:·_-,_.;..1 _____ _
BUILDING USE: Ca.re.: F; c , I, +y
ffl'E OF CONS'IRUCIIOH: Y-/ b r. '>fa
AC'l'UAL ARF.A: ]]-I = '?< 0 ,' C, 5 0
K-I ::: er, tpO
ALLOWABLE ARF.A:__,f./.,__,__.(2.,_1.,_'f.,..v_=_,=--'-9_'{.,_____.,,:2"'"""/L;c.._ __ _
I
Sl'ORIES: _____________ ...;.... ____ _
BEIGHI: __ ..... /,/...._._ ____________ _
SPRINKLERS:_....,¼,_,,e-..,5..__ ___________ _
OCCUPAN'.t· toAD:_ ..... AJ.........,!ec ________________ _
Date plans received by jurisdiction: 7 /1 / "'1 I
Date plans. received by Esgil Corp.: 7 /z/q I
Date initial plan check completed:
Applicant contact person:
Tel. ___ dl.""'""'3 ..... 'f .... -_...._'f 3,.____J(e.___ ________ _
FORF.WRD: PLF.ASE READ
Plan check is limited to technical requirements
contained in the Uniform Building Code, Uniform
Piumbirtg Code, Uniform Mechanical Code, National
Electrical code and state laws regulating energy
conservation, noise attenuation and access for the
disabled. 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.
Present california law mandates that construction
comply with Title 24 and the applicable model code
editions adopted, with or without changes, by the
various state agencies authorized to propose
building regulations for enforcement at the local
level. Code sections cited are based on the
1988 UBC.
The circled items listed need clar.ification,
modification or change. All items must be
satisfied before the plans will be in conformance
with the cited codes and regulations. Per Sec. 303
(c), 1988 Uniform Building Code, the approval of
the plans does ·not· permit the violation of any
state, county_ or city law.
To speed up the recheck process, note on this list
(or·a copy) ·where each correction item has been
addressed, i.e., plan sheet, specification, etc.
Be sure to enclose the marked up list when you
submit the revised plans.
HO'IE: PAGE NUHBERS ARE HOT IH ~CE AS PAGES HAVING HO rnMS HEEDING CORRECTIONS WERE DELETED.
List No .. SO, GENERAL COMMERCIAL, WITHOUT ~GY OR LOCAL ORDINANCE OR POLICY SUPPLEMENTS (1988 UBC)
,,
'
A.
B.
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Please make all corrections on the original
tracings and submit two new sets of prints, and
any original plan sets that may have been
returned to you by the jurisdiction, to:
Esgil Corporation, 9320 Chesapeake Drive,
Suite 208, San Diego, California 92123,
(619) 560-1468.
Please make all corrections on the original
tracings and submit two new sets of prints, and
any original plan sets that may have been
returned to you by the jurisdiction, to:
The jurisdiction's building department,
Provide the site address and a vicinity sketch
on the Title Sheet.
Provide the names, addresses and telephone
numbers·of the owner and the responsible design
professionals on the Title Sheet.
<Affisheets of the plans and the first sheet of
~calculations are required t6 be signed by
the California licensed architect or engineer
responsible for the plan preparation. Please
include the California license number, sea
date of license expiration and the date e
plans are signed. Business and Professions
Code. M&.":..
Show on the Title Sheet all buildings, structures, walls, etc. included under this
application. Any portion of the project sh9wn
on the site plan that is not included with the
building permit application filed should be
clearly identified as "not included11 on the
site plan or Title Sheet.
Provide a Building Code Data Legend on·the
Title Sheet. Include the following code
informationfor each building proposed:
Occupancy Group ·
Description of Use
Type of Construction
Spripklers: Yes or·No
Stories
Height
Floor Area
Justification to exceed allowable area in Table
5-C. (if applicable)
Justification to exceed allowable height or
stories in Table 5-D. (if applicable)'
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Provide a note with the building data legend
stating that yards used for area increases
shall be permanently maintained.
Indicate on the Title Sheet whether or not a
grading permit is required for this project.
Provide a statement on the Title Sheet of the
plans that this project shall comply with
Title 24 and 1988 UBC, UMC and UPC and J;M:i NEc. 1crqo
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.
Specify the uses of all rooms or areas.
SITE PLAN
Provide a fully dimensioned site plan drawn to
scale. Show north arrow, property lines,
easements, streets, existing and proposed
buildings and structures.
Provide a statement on the site plan stating:
"All property lines, easements and buildings,
both existing and proposed, are shown on this
site plan".
Clearly designate on the site plcµi existing
buildings to remain, existing buildings to be
demolished, buildings to be constructed under
this permit and any proposed future buildings.
Clearly designate any side yards ·used to
justify increases in allowable area based on
SectiQn 506.
Show on the site plan all proposed walls,
retaining walls and fences. Specify their
heights on the plans. Provide construction
details if a part of this permit.
Clearly dimension building .setbacks from
property lines, street centerlines, and from
all adjacent buildings and structures on the
site plan.
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Show and dimension on the site plan all
building projections including eaves,
balconies, cornices and similar ·appendages
extending beyond the exterior walls.
Show on the site plan, or provide the grading
plans, showing finish floor elevations,
elevations of finish grade adjacent to
buildings, drainage patterns and locations and
gradients of ~ut or fill slopes.
Show dimensioned parking layout including any
·required disabled access spaces.
Show the location of any designated flood
plains, open space easements, or other
development restricted areas on the site plan.
LOCATION ON PROPERTY
When two or more buildings are on the same
p~operty, the buildings shall have an assumed
property line between them for the purpose of
determining the required wall and opening
protection and roof cover requirements, per
Section 504 (c). An exception is provided if
the combined area of the buildings is within
the limits specified in Section 505 for a
single building. If this exception is used,
show how the building(s) will comply with
Section SOS.
When a new building is to.be erected on the
same property as an existing building, the
location of the assumed property line witjl
relation to. the existing building shall be such
·that the exterior wall and opening protection
of the existing building meet the criteria of
Table 5-A and Part IV. Section 504 (c).
Buildings over one story and containing courts
shall have an assumed property line .for the
purpose of determining required wall and
opening protection of court walls, per Section
504 (c). See possible· exception. Please show
how the court walls will be made to comply with
Section 504 (c).
The exterior walls less than ___ feet to a
property line or an assumed property line,
shall be · fire-rated construction. Section _____ 03.
Exterior walls shall have a 30· .inch parapet
when less than __ ,..,... ___ feet to · a property
line or an assumed property line. The
uppermost 1811 of . such parapets shall be
noncombustible. (see exception, Section 1709,)
The exterior wall shall have protected openings
(3/4 hour) when closer than ___ feet to a
property line or an assumed property line. Section _____ 03.
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The exterior walls shall have no openings when
closer than -e-----feet to a property line or an assumed property line. Openings include
windows, doors, scuppers, vents, etc. Section. ____ 03.
Eaves over required windows shall be not less
than 30 inches from side and rear property
lines. Section 504 (a).
Combustible projections located where openings
are required to be protected shall be heavy
timber or one-hour construction.
Section 1710.
Projections may not extend more than 12 inches
into areas where openings are not allowed.
Section 1710.
Projections over public property must comply
with Chapter 45.
Projections may not extend more than one-third
the distance from the exterior wall to the
property line or one-third the distance from
an assumed vertical plane located where fire-
resistive protection of openings is first
required, whichever· ·is least restrictive.
Section 504 (b).
Fire-resistive exterior wall
shall be maintained through
Section 4304 (c).
construction
attic· ·areas.
When openings are required to be protected due
to location on property, the sum of openings
shall not exceed 50 percent of the total area
of the wall in each story. Section 504 (b).
A covered pedestrian walkway must comply with
the requirements in Section 509.
Exterior exit balconies cannot be located in
an area where openings are required to be
protected. Section 3305 (i).
Exterior stairways shall not project into
yards where protection of openings is
_,_.required. Section 3306 (n).
Yards or courts serving as required exits for
10 or more occupants must be at least 10 feet
wide or have walls of one-hour construction
for a height of 10 feet above the court or
yard grade. Openings shall be protected by
fire-assemblies having a rating of not less
than three-fourths-hour. Section 3301 (b)
definition and Section 3311 (d).
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'Structural elements exposed in walls required
to be fire-resistive construction due to
location on property must have the same fire-
resistive rated protection as the wall, or as
required for the structural frame for the type
of construction, whichever is greater.
Table 17-A footnote 1, and Section 1702.
mechanical ·equipment
and similar openings
where openings are
Openings for scuppers,
vents, foundation vents
have to be protected
required· to be protected.
Tabie 5-A, Section _03.
BUILDIBG ARFA
When a building has more than one occupancy,
the area shall be such that the sum of the
ratios of the actual area divided by the
allowable area for each occupancy shall not
exceed one. Section 503 (a).
As shown, the building(s) is/are over area for
the Type of Construction shown. Table 5-C.
No single story can exceed the basic area
allowed by Table 5-C plus the increases allowed
by Section 506.
Unless considered a separate story, the flo~r
area of a .mezzanine shall -be included in
calculating the area of the story in which it
is located. Section 505 (.c) •.
A basement need not be included in the total
allowable area, provided such a basement does
not exceed the area permitted .for a one story
building. Section 505 (d).
ARFA SEPARATION WALLS
Area separation walls may separate portions of
a building and allow each portion to be
considered a separate building; however, the
area separation wall must be four-hour in Type-r, II-F.R., III and IV buildings; and two-hour.
in Type II-one-hour, Type II-N and Type V
buildings. Section 505 (e) 1.
Openings in four-hour area separation walls are
required to be·protected with three-hour fire-
resistive assemblies, and 1-1/2 hour fire-
assemblies in two-hour area separation walls.
Section 505 (e) 1.
Openings in area separation walls are limited
to 25 percent of the length-of the wall in each
story. Section 505 (e).
2/14/90
If area separation walls do not extend to the
·outer edge of horizontal projections,
(balconies, roof overhangs, canopies, marquees
and architectural projections), and the
.projecting elements contai~_concealed spaces,
the wall .. shal-1 extend through the concealed
spaces to the outer edge of the projecting
elements. The exterior walls, and projecting
elements above, must be of one-hour
construction on each side of the area
separation wall for a distance equal to the
depth of the projecting elements. Walls
supporting the exterior walls must be one-
hour. Openings in the one-hour walls must be
protected with three-fourths-hour assemblies.
Section 505 (e) 2.
All area separation walls must extend in a
continuous _straight vertical plane (no
horizontal offsets) from the foundation to a
point 30 inches above the roof, but may
terminate at the underside of the roof
sheathing if the roof/ceiling is two-hour
construction. Two-hour area separation walls
may terminate at roofs of entirely
noncombustible construction.
Section 505 {e) 3.
Two~hour area separation walls may terminate
at the roof sheathing provided that:
a. Where the roof/ceiling framing elements
are parallel to the walls, such framing
and elements supporting such framing shall
be of not less than one-hour fire-
resistive construction for a width of not
b.
c.
d.
· less than 5 feet on each side of the wall.
Where roof/ceiling framing elements are
perpendicular to the wall, the entire span
of such framing and elements supporting
such framing shall be of not less than
one-hour fire-resistive construction.
Openings in the roof shall not be located
within 5 feet of the area separation wall.
The entire building shall have a Class B
roof covering or a Special Purpose roof.
Section 505 (e) 3.
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Area separation walls, which separate portions
of buildings havinK different heights, may
terminate 30 inches above the lower roof level,
provided the exterior wall for a height of 10
feet above the lower roof is of one-hour fire-
resistive construction with openings protected
·by three-fourths-hour assemblies. As an
altepiate, the wall may terminate at the
sheathing of the lower roof, provided
roof/ceiling elements, if parallel to the wall,
are one-hour construction for a 10 foot
width along the wall at the lower roof; where
the lower roof/ceiling elements are
perpendicular to the wall, the ;roof/ceiling
elements shall be one-hour for the entire span.
In each case, construction supporting the
roof/ceiling shall ·also be one-hour
construction. Section 505 (e) 5.
No openings in the lower roof are permitted
within 10 feet of the area separation wall if
parapets. are not provided. Section 505 (e) 5.
Show the basis for the approved fire-resistive
construction elements for the area separation
wall, parapet, and ceiling assembly if used in
lieu of parapet, i.e., Item Number in Table 43-
A, B, C or U.L. Directory, etc. (Note: Trusses
require two layers of 5/8 inch -Type 'X'
drywall, per Item 21-1.1 in Table 43-C.)
Parapets of ~ea separation walls shall have
noncombustible faces for the uppermost 18
inches, including counterflashing and coping
materials. Section 505
See the attached article, "Area Separation
Walls Revisited", and incorporate appropriate
data and details ·on-your plans.
Provide complete details of the area separation
wall(s) to show compliance with Section. 505 (e)
1-5.
Provide a note on the plans stating: "Plumbing
and conduit penetrations of the area separation
wall shall be of copper or ferrous. No plastic
pipe may penetrate the area separation wall".
·section 4304 ( e).
BUILDING BEIGHr/S'l'OBffl·,
Clearly show the maximum _bµilding height based
on the definition in Section 409.
Clearly show if the lower level is a basement
or story, based on the definitions in Section
403 and 420~
Plot the finish grade {adjacent ground l.evel)
on-the elevations and dimension the distance,to
the floor above for story determination. See.
definition·of grade, Section 408.
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The height and number of stories cannot exceed
-that shown in Table 5-D. Show the code basis
for the height/number of stories as shown. ·
One additional story would be permitted beyond
·that shown in Table 5-D if the building is
sprinklered throughout and the sprinkler
system is not otherwise required by Section
506 (area) or Section 508 (substitute for one-
hour). Section 507.
Towers, spires and steeples shall comply with
Section 507, Exception 1.
FIRE-RF.SISTIVE COHS'IRUC'ITOH
Where one-hour fire-res'istive construction is
required, an approved automatic sprinkler
system, when not otherwise required, may be
substituted for the one-hour construction.
However, the fire sprinkler system shall not
waive or reduce fire-resistive requirements
for: occupancy separation, exterior walls due
to location on property, area separation
walls, shaft enclosures,· corridor protection,
stair enclosures, corridor protection, stair
enclosures, exit passageways, type of
construction separation· per .. Section 1701 and
atriums constructed in accordance with Section
1715. Section 508.
· Provide details of the one-hour fire-resistive
construction. Include roof/ceiling
assemblies, floor/ceiling assemblies, wall
assemblies, post and beam assemblies, etc.
Detail how one-hour fire-resistive wall
construction is maintained at built-in wall
fixtures and behind mailboxes, fire
extinguisher cabinets, electric panels
exceeding 16 square inches in area, etc.
$ection 4304 (e).
Detail and reference I.C.B.O. number or other
approval for horizontal fire assembly using
trusses. Item 21-1.1 in-Table 43-C requires 2
layers of 5/811 Type X gypsum wallboard at the
bottom chords of trusses. Section 4303 (b) 8.
Detail how fire-resistive wall and ceiling
protection ·will be maintained at all duct
penetrations such as at bathroom and kitchen
hood fans, laundry room fans and dryer vents.
Also detail recessed light fixtures. Show
duct openings in ceilings, regardless of size,
have approved ceiling fire dampers.
Section 4303 (b) 6.
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Roof/ceiling and floor/ceiling assemblies must
be of one-hour construction. Detail fire
assemblies on plans along with their ICBO
number or other I.D. number from the Fire-Resistive Design Manual published by the Gypsum
Assoc. or U.L. number or item number from Table
43-C._ UBC. wf.L-re. ~ ~ '?
Detail water hea~ents located inside fire-
resistive wall construction or within fire-
resistive shafts. Section 1706 (a).
r-,4) Clearly identify location and hourly fire-1.....::i' resistive rating of vertical shaft's on the
plans. Provide construction details showing
location of fite dampers and ho~ fire
resistivity will be maintained at floors and
roofs. Se,ction 1706. Tiu... p(PW1$ .sf,// show-
''ho/L€>'1 J.Ptf'/~ t,tp fhrt::>~h ffi£ .Pf~,::,rS. 15. ·Detail column fire protection per Table 43-A in / the UBC and specify column impact protection in
garage areas per Section 4303 (b) 5. As a
minimum, show a 22 ga. steel jacket around each
column to a height of 3 feet above the ground
for impact protection.
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Structural members such as beams supporting
m9re than one floor or roof must be
individually fire.protected. (Section 4303 (b)
6.) Detail r~quired protection.
Clearly specify minimum thickness of walls·and
slabs to provide _,..,,....,,,----hour fire-resistive
rating per Table 43-B and c. Clearly specify
minimum cover for bonded reinforcing at __
fire-rated floors, _____ .fire rate~
columns, -,-,,_ ____ fire rated beams. Clearly
.specify minimum cover for prestressed concrete
tendons per Section 4303 (c) 3.
Detail all plumbing ang electrical penetrations
at occupancy, area, corridor or other fire
separation walls as specified in
Section 4304 (e).
Detail all furred ceilings as required in
Section 4203. Show fire-retardant treated wood
~here necessary.
Clearly label and identify on the plans the
fire-resistive corridors, area separation
walls, shafts, occupancy . separation walls and
floors, exit courts less than 10 feet wide and
exit enclosures, along with their hourly
ratings. Section 302 (a).
IN'IERIOR WALL ARD CEILIHG FINISH
Foam·plastics shall not be used as interior
finish except as provided in Section 1712.
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· When walls and ceiling are required to ba
fire-resistive or noncombustible, the finish
material shall be applied directly against
such fire-resistive or noncombustible construction or to furring strips not
exceeding 1-3/4 inches. The furred space
shall be filled with inorganic or Class I
material or fire stopped not to exceed 8 feet
in any direction. Section 4203, 1.
When finish materials are set out or dropped
more than 1-3/4 inches from fire-rated walls
or ceilings the finish material shall be Class
I or sprinklered on both sides or attached to
noncombustible backing or furring strips.
Section 4203, 2.
Hangers and assembly members of dropped
ceilings below a one-hour ceiling assembly
shall be noncombustible materials except in
-Types III and V construction, where fire-
retardant treated wood may be used. Section
4203, 2.
·All interior wall or ceiling finishes less
than 1/4 inch thick shall be applied directly
against a noncombustible backing unless it is,
in accordance with an approved tested
assembly. Section 4203, 4.
Provide a note on the plans or on the finish
schedule, "Wall and ceiling materials shall
not exceed the flame spread classifications in
UBC Table 42-B.11
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OCCUPANCY SEPARATION
A_. -hour occupancy separation is required between ___ occupancy and the
_·_occupancy. Table 5-B, Section 503 (d),
Tables 43-A, B, C and Chapter 43. (See
exceptions in Section 503)
Administrative and clerical offices and
·similar rooms need not be separated from other
occupancies provided they are less than 25
percent of the floor area of the major use and
not related to· -an H-2 or H-3 occupancy-.--··· -
Section 503 (a).
Provide _ _,..._-hour fire-resistive door
assemblies in the -...,,,.,=--hour occupancy
separation. Section 503 (c).
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A B-1 occupancy in the basement or first story
of a building housing a group B, Division 2
occupancy may be classed as a separate
building. The building above · may also be
considered·a separate and distinct building for
the·purpose of area limitation, limitation of
number of stories and type of construction ONLY
if the conditions of Section 702 are met:
a. B-1 is Type I construction.
b. B-1/B-2 is separated by a three-hour
occupancy separation.
c. B-1 is restricted to passenger vehicle
storage, entry lobbies, laundry rooms and
mechanical equipment rooms (no storage,
recreation ro.om, etc.).
d. The maximum building height does not
exceed the limits in Table 5-D for the
least type of construction.
The Type I construction is required to have
protected openings when located within 20 feet
from a property line or centerline of a public
way. Section 1803 (b).
In Type I ·construction, no openings are
permitted in exterior walls less than 5 feet
from a property line. Section 1803 (b).
All openings in floors forming a three-hour
separation shall be protected PY vertical
enclosures above and below the opening. The·
walls of such enclosures shall be not less than
two-hour fire-resistive. construction, and
openings therein shall· be protected by a one ·
and one-half-hour assembly. Section 503 (c) 2. Tables 43-A, B, C and Chapter 43.
Structural members suppo~ting an occupancy
separation must have the same fire-resistive
rating as the separation. Section 503 (b).
No openings are·allowed in a four-hour fire~
resistive occupancy separation wall. Section
503 (c).
Openings in a three-hour
separation shall be protected
assembly, and openings may
percent of the length of wall
no single opening shall exceed
Section 503 (c).
fire-resistive
by a three-:-hour
not exceed 25
in the story and
120 sq. ft.
A two-hour fire-resistive separation shall be
not less .than two-hour fire-resistive
construction. Openings shall be protected by a
one and one-half-hour assembly.
Section 503 (c).
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A one-hour fire-resistive separation shall be
not less than one-hour fire-resistive
construction. Openings shall be protected by
a one-hour assembly. Section 503 (c).
Occupancy separation wall penetrations must be
either ferrous or copper and fire-stopped.
Steel electrical outlet boxes shall not exceed
sixteen square inches and further, shall not
exceed one hundred square inches per one
hundred square feet of wall, may be installed
and shall be separated by a horizontal
distance of twenty-four inches when on
opposite sides of a wall. Section 4304 (e).
Clarify that wiring within concealed spaces
complies with the Mechanical Code and UBC
Section 4305 (e).
1oi •. Ducts penetrating one or two-hour occupancy 7-separation walls must have fire dampers. A
fire door is required for three-hour
separations. Section 4306 (j) •
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Usable space under the first story shall be
enclosed.and shall be separated from the non-
usable space as. required for one-hour fire-
resistive construction and· '.the door to the
usable space shall be self-closing, ·of
noncombustible construction or solid wood
core, not less than 1-3/4 inches in thickness.
Section 1703.
Show the basis for the rating of the occupancy
separation you propose, i.e., Item number in
Table 43-A, B, C; Gypsum Fire-Resistive Design
Manual; U.L., etc.
Unless the entire building is sprinklered, storage areas in excess of 1000 sq. ft. (3000
sq. ft •. if storage area is sprinklered and not
otherwise required to be) in connection with
sales occupancies shall be separated from
public areas by a one-hour fire-resistive
occupancy separation. Section 702 (b).
In all occupancies, floors above the first
story having 10 or more occupants, shall have
not less than two exits. Section 3303 (a).
In areas where the occupant load exceeds __ , two exits are required. See _______ _
Table 33-A. ----
Rooms with more than 10 occupants may have~
exit through~ adjoining room. Revise exits
to comply. Section 3303(e).
Exits should have a minimum separation of one-
half the maximum overall diagonal dimension of
the building or area served.
Section 3303 (c).
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The maximum number of required exits and their
required separation must be maintained until
egress is provided from the structure.
Section 3303 (a).
Where a required exit enters a yard or court
the minimum width of the yard or court shall be
4411 and the yard must be ·unobstructed and.lead
to a public way. Section 3311 (b),
Section 3301 (b).
Where required exits enter an exit court (see
definition, Section 404 and 3301), the exit
court must discharge into a public way or exit
passageway. The exits from the exit court
shall comply with Section 3311 (d) requirements
for width, number, and protection of walls and
openings when the occupant load exceeds 9.
Change in width in a exit court shall.be
effected gradually by a guardrail at least 36
inches high and making an angle of not more
than 30 degrees with the axis of-the court.
Section 3311 (b}.
Walls of exit passageways shall be without
openings except exits and shall have walls,
floors and ceilings of the same fire-
resistance required for the building, with a
minimum one-hour fire-resistive construction.
E;xit openings in the walls shall be protected
by a three-fourths-hour assembly.
Section 3312 (a).
Basements require two exits. Section 3303 (a).
Total width of exits in feet shall be not less
than total occupant load served divided by 50.
Tributary occupant load from basements and
stories abpve shall be per Section 3303 (b). and
the maximum width required for any story
shall be maintained.
No point in the building shall be more~-150
feet (200 if sprinklered) from an exterior
exit, horizontal exit, enclosed stairway or
exit passageway, m8<:!,sured along the path of
travel. This may be increased 100 feet if last
150 feet is in a corridor.
Section 3303 (d) (See exceptions).
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).
Exit doors should swing in th,e direction of
egrees when ·serving an occupant load of 50 or
more or when serving any hazardous area. Section 3304 (b). See doors ______ _
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Exit doors should be openable from the inside
without the use of a key, special knowledge~
or effort. Section 3304(c) [Note that exit
doors serving 10 or less occupants may have a
night latch, dead bolt, or security chain per
Title 24, 2-3304 (c).] r oc.c...._p,
Exit doors from~assembly reems with SO or more
ee-cupants shall not be provided with a latch
or lock unless it is panic hardware. Section
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121.-All doors and gates, within the exit path from 1-an assembly room to a public way, shall not be
provided with latches or locks unless they are
equipped with panic har?ware. Section 3318.
When additional doors are provided for egress
purposes, they shall conform to· the width,
swing and hardware provisions in Chapter 33.
Section 3304(1).
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) and (g).
1i;·Toe net dimension (clear width} at doorways
/ should be used in determining exit widths
required by Section 3303 (b). Section 3304
(f). In consideration of door thicknesses,
panic hardware, door swing, etc., the required
exit widths have not been furnished. See door
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Regardless of occupant load, a floor or
landing not more than 1 inch (1/2-inch if
disabled access is required) below the
threshold is required on each side of an exit
door. Section 3304 (i).
When a door landing serves an occupant load of
SO ·or more, doors in any position shall not
reduce the landing dimension to less than one
half its required width. Section 3304 (j).
Door landings shall have a length measured in
the direction of travel of not less than 44
inches. Section 3304 (j).
Doors should not project more than 7 inches
into the required corridor width when fully
opened, nor more than one-half of the required
corridor width when in any position. Section
3305 (d).
Revolving, sliding and overhead doors are not
permitted as exit doors if the .occupant load
exceeds 9 or the exit door serves a hazardous
area. Section 3304 (h).
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Ramps required by Table 33-A shall not exceed
1:12; other exit ramps 1:8. Ramps steeper than
1:15 shall have handrails as required for
stairways. Minimum size _landings and landing
clearances must be provided •. section-3307.
STAIRWAYS
Stairway width must be at least 44 inches when
serving-50 or more occupants; 36 inches when
less than 50. Section 3306 (b).
1-/2. Eighty inch minimum headroom clearance for
/ stairways should be indicated on the plans.
Section 3306 (p). Note that this is from a
plane tangent to the stairway tread nosing.
lj.3 •. Stairway handrails should not project more than
( 3-1/2 inches into the required width. Trim and·
stringers may not project more than 1-1/2 inches. Section 3306 (b).
Enclosed usable space under interior or
exterior stairways should be protected on the
enclosed side as required for one-hour fire-
resistive construction. Show 2 x @ 1611 o.c.
nailers. Section 3306 (m) (n).
.13i. Landings should not be reduced in width more
/ than · 7 inches by a door when fuUy open.
Section 3304 (j).
Stairways from upper levels which extend below
the level from which egress from the building
is provided, shall have an approved barrier to
preclude exiting into such lower levels.
Section 3306 (h) & 3309 (e).
Vertical qistances between stairway landings
are limited to 12 feet. Section 3306 (i).
All interior stairways and ·ramps shall be
enclosed.· In other .than Hand I occupancies,
an enclosure is not required.if serving only
one adjacent floor and not connected to stairs
or corridors serving other floors. Section
·3309 (a).
Stairway riser···must be 4 inches minimum. and 7
inches maximum and minimum run shall be 11
inches. Section 3306 (c). See the exception
for private stairways serving less than 10 occupants. ·
Winding and· spiral stalrways are permitted only
in residential occupancies. Section 3306 (d).
2/14/90
10.. Stairways should be enclosed as specified in
( · Section 3309:
a. Two-hour fire-resistive walls are required
in buildings of Type I and II-F.R.
construction, and in all buildings over
four stories, and one-hour elsewhere.
b. Only exit doors are allowed to open into
exit enclosures. ·
c.· Doors should be labeled one and one-half
hours or one-hour fire assemblies, and
noted that the maximum transmitted
temperature end point shall not exceed 450
degrees (F) above ambient at the end of 30
minutes of the fire· exposure specified in
UBC Standard 43-2.
d. Exit enclosures should include a corridor
on the ground floor extending to the
exterior (see exception). Fire-resistive
construction should be as required for the
exit enclosure, including protected
openings. Only exit doors are permitted
to open into the corridor.
e. An approved barrier is required at the
ground .. floor to prevent · people from
accidentally continuing to ~e lower
level.
f. Usable space is not allowed under the
stairs.
l('· .Occupied floors more than 75 feet above the
highest grade should have all exits from the
building in smoke-proof enclosures. Section
3310 (b).
/43_ In buildings four or more stories, one 1 stairway must extend to the roof. Section
3306 (o). It must be in a smoke-proof
enclosure in buildings over 75 feet in height.
·A first story as allowed by Section 702 shall
be included in determining the number of
stpries when determining if a stairway to the
roof is required. Section 3306 (o).
9
·,.
' ...
·.·
'
Handrails:
Handrails .are required on eacq side of
stairways. Stairways less than 4411 wide
or stairways serving one dwelling unit may
have one handrail (if not open on both
sides). ·
b. Private stairways (1 tenant) need only
have a handrail on one side if 3011 or less
in height.
c. Handrails shall be 3411 to 3811 above nosing
of treads and be continuous.
d. Except fQr private stairways, a~ least one
rail shall extend 611 beyond top and bottom
risers.
e. All stairs· shall have handrails
terminating in a newel or safety post.
Section 3306 (j) .
Note: Where access for the disabled is
necessary, Title 24 requires handrails on both,
sides to extend 12 inches beyond the top nosing
and 12 inches plus the tread width beyond the
bottom nosing. Additionally, handrail height
should then be changed to 3011-3411 •
The handgrip portion of all handrails shall be
not less than 1-1/2 inches nor more than 2
inches in cross-sectional dimension. Handrails
projecting from walls shall have at least 1-1)2
inches between the wall and the handrail.
Section 3306 (j).
Openings in the exterior wall below or within
10 feet horizontally of an exterior exit
stairway in buildings over two stories shall be
protected by a self-closing assembly having a
three-four~s-hour rating, unless two separate
exterior stairways serve an exterior exit
balcony. Section 3306 (1).
1,7. Openings in exterior walls below or within 10
. feet, measured horizontally, of an exterior
···--stair shall be protected by self-closing fire
assemblies having a three-fourths-hour fire
protection rating when the stair serves a floor
level having openings in two' or more floors
below it. See exception above. Section 3306
(1).
14s. Buildings four or more stories in height shall f have a stairway numbering system complying with
Section 3306 (q).
M.
14~-
CORRIDORS
Corridors and exterior exit balconies serving
10 or more occupants must be a mininrum 44
inches wide and 7 _feet high to the lowest
projection. Section 3·305 (b).
5/10/90
When a corridor or exterior exit balcony is
accessible to the handicapped, changes in
elevation shall be made by means of a ramp.
Section 3305 (f).
Corridors serving 30 or more occupants shall
have walls and ceilings of one-hour
construction except:
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 ~eilings 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.
Section 3305 (g).
Exit corridors shall not be interrupted by
intervening rooms. Foyers, lobbies Qr
reception rooms constructed as for corridors
shall not be construed as intervening rooms.
Section 3305(a),
One-hour fire-rated corridors shall have 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, approved 1/4 inch thick
wired glass installed in steel frames.
Section 3305 (h).
ts._ Elevators serving more than two stories shall
not open into required one-hour exit corridors
unless protected by an approved smoke/draft
control door system. In high rise buildings
refer to Section 1807 (h). Section 3305.
Duct penetrations of fire-rated corridor walls
and. ceilings shall have fire dampers per
Section 4306 (j).
10
N.
(§
One-hour corridors shall not be used as an
integral part of a duct system. This includes
the space above a dropped ceiling within the
one-hour corridor. UMC Section 706 (b).
Provide a complete architectural section of the
corridor, and exterior exit balcony, showing
all fire-resistive materials and details of
construction for all floor, walls, roof and all
penetrations. Section 3305 (g).
Ceilings of combustible materials cannot be
suspended below the one-hour corridor ceiling.
In types III or V construction·fire retardant
treated wood may be used. Section 3305 (g).
Corridor walls may terminate at the ceiling
only if the ceiling is an element of a one-
hour fire-resistive floor or roof system.
Section 3305 (g). ·
When two exits are required, dead end corridors
and exit balconies are limited to 20 feet.
Section 3305 (e).
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.
EXIT SIGNS
Exit signs are r~quired since the occupant load
exceeds fifty. Show all required exit sign
locations. Section 3314 (a).
'16~ Show two sources of power for the lamps at exit ~ signs. Section 3314( d).
@show that exits are lighted with at least a one
foot candle at floor level, o.M.&{ Xf· -:source. o.P
Section 3313 (a). fttJi,ve.r) F· Se-c, "33(3, Cb).
16A. Show separate sources ,of power for exit f illumination. (Occupant load exceeds 100)
Section 3313 (b).
The exit sign
ade·quate·.
ELEVAl'ORS
locations as shown are not
Elevators shall be enclosed in a one-hour shaft
except in Type I and Type II F.R •. construction
where the elevator shall be in a -two hour
shaft. Section 1706.
Every opening into an elevator shaft enclosure
shall be protected by a self-closing fire
assembly having a one-hour fire rating in one-
hour shafts and one and one-half hours in two
hour shafts. Section 1706.
2/14/90
171 Elevator shafts extending through more than
two floor levels shall be vented to the
outside. The area of vent shall be not less
than 3 1/2% of the shaft area and a minimum of
3 square feet per elevator. Section 5104.
Elevators in high rise buildings shall comply
with Section 1807(b).
Every elevator lobby or entrance area shall be
provided with an approved smoke detector as
required by Section.5103(b).
1f3. Revise the number
hoistway enclosure
5103(a).
of elevator cars per
to comply with Section
P.
Provide clear inside
as required by U.B.C.
Title 24 2-5103(d.1).
elevator
Section
car dimensions
5103(d) 6 and
a. At least one elevator in buildings 4 or
more stories in height: 8011 by 5411 , with
a 42-inch side slide door. Applies only
to: high-rise buildings, A/E/I
occupancies, State-owned buildings,
residential care homes, hotels, motels,
apartments and cond~miniums.
b. Elevator in buildings more than two
stories or buildings where disabled access
is required to upper level(s): 6811 by
5411 , with a minimum clear door width of
3611 •
c. Elevators other than in (b) above serving
less than 50 occupants shall have a
·minimum inside platform of 4 feet 6 inches
by 4 feet 6 inches and a minimum clear
door width of 36 inches.
Provide notes, details or specifications to
show the elevator will comply with UBC
Sections 5102-5106 and Title 24 Section 2-5102
through 2-5105.
DQors other than the hoistway door and the
elevator car door are prohibited at the point
of access to elevator car, except doors
readily openable from the car side. Section
5106.
GLASS AND GLAZING
Specify on ·the window schedule the glass type
and thickness to show compliance with Table
54-A and B.
Glazing, in the same wall plane as a door,
must be safety glazing if within 1211 of the
door and less than 6011 above the walking
surface, unless the glazing is leaded or
faceted glass. Section 5406 (d) 6.
11
17{. Glass in excess of 9 sq. ft. with the lowest edge less the 18 inches above a walking surface
shall be safety glazing or shall have a·
horizontal member not less than 1-1/2 inches in
width .ind lQcated between 24 and 36 inches
above the walking surface. Section 5406 (d) 7.
Q.
18f-
18f-11.
lt-
~-
A Class
32-A.
roof covering is required. Table
Specify roof pitch.
Roof pitch is not adequate for roof covering specified. Specify minimum pitc~ of ____ _
Specify rpof material and application. Chapter 32. .
1~. Specify ICBO, UL or other recognized listing
appre>val number for roof materials not c·overed
in UBC, e.g., tile, etc.
·18,. Specify minimum 1/4 inch per foot roof slope
for drainage or design to support accumulated
water. Section 3207 (a) and Section 2305.(f),
Show roof drains and overflows. Size drains
per Appendix D of UPC, Section 3207 (a).
Show the legal basis to allow roof drainage to
flow onto the adjacent property.
B-2 and B-4 occupancies with over 50,000 sq.
ft. of undivided area and H-1,2,3,4 or 5
occupancies over 15,000 sq. ft. of single floor
area· shall have smoke and heat vents per
Section 3206.
i9. Plastic skylights must be separated from each i other by at least 4 feet. Section 5207 (a) 6.
110. Plastic skylights shall not be installed within
that portion of a roof located within a
distance to property line where openings in
exterior walls are prohibited or required to be
-i)Iotected. · .Section 5207 (a) 7.
19l. Provide-skylight details to show compliance I ·with Chapter 34 and Section 5207 or provide
ICBO-or other recognized approval listing.
Provide plastic roof panel details to show
compliance with Section ·5206 or provide ICBO or
other recognized approval listing.
Show attic ventilation. Minimum vent area is
1/150 of attic area or 1/300 of attic area if
at least 50 percent of the required vent is at
least 3 feet above eave or cornice vents.
Section 3205 (c).
2/14/90
1~-
Provide a minimum 2211 x 3011 attic access
opening (or 3011 x 3011 if equipment is in
attic). Section 3205 (c).
FIRE EX:rINGUISBIHG
Fire sprinklers are required for any story or basement when the floor area exceeds 1,500 sq.
ft. and there is not provided at least 20 sq.
ft. of opening entirely above the adjoining
ground in each 50 lineal feet or fraction
thereof of exterior wall on at least one side,
or when openings are provided on only one side
and the opposite side is more than 75 feet
away. Section 3802 {b).
Fire sprinklers are required in a basement if
any portion of a basement is more than 75 feet
from openings in an exterior wall. Section
3802 (b).
Fire sprinklers are required at the top of
rubbish and linen chutes and in their terminal
rooms. Chutes extending through three or more
floor shall have additional sprinkler heads
installed within such chutes at alternate
floors. Sprinkler heads shall be accessible
for servicing. Section 3802 (b).
Fi~e sprinklers are required in retail sales
rooms where the floor area exceeds 12,000 sq.
ft. on any floor or 24,000 sq. ft. "on all
floors or in B-2 retail sales occupancies more
than three stories in height. Section 3802.
Fire sprinklers are required in H occ~pancies
when exceeding the areas in Section 3802 (f).
Provide fire sprinklers in rooms used by the
occupants for the consumption of alcoholic
beverages when the total area of unseparated
rooms exceeds 5000 square feet. For uses to
be considered as separated, a one-hour occupancy separation is required. Section
3802 (c).
Provide fire sprinklers----,-------
Section 506, 507, 508 or 3802.
jurisdiction ordinance.
See also
Note on the plans: "When serving more than
100 sprinkler heads, automatic sprinkler
systems shall be supervised by an approved
central, proprietary or remote, station
service, or shall be provided with a local
alarm which will give an audible signal at a
constantly atf.ende.4. location." Section 3803.
12
s.
Provide class_ standpipes per, Section
3807. A first story as allowed by Section 702
shall be included in determining the number of
stories, when determining if standpipes are
required. Section 3806.
Provide a copy of the project s~il report
prepared by a califomia licensed architect or
civil engineer. The report ·shall include
foundation design reco11111endations based on the
engineer's findings and shall comply with UBC
Section 2905.
Specify on the· foundation plan or structural
specifications sheet .the soil classification,
the soils expansion index and the design
bearing capacity of the foundation. Section
2905(c).
Provide a letter from the soils engineer
confirming that the foundation plan, grading
plan and specifications have been reviewed and
that it has been determined that the
reco11111endations in the soil report are properly
incorporated into the plans. (When required by
the soil report).
The foundation plan does not comply with the
following soil report reco11111endation(s) for this project _______________ _
Provide notes on the foundation plM listing
the soils report reco11DI1endations for foundation
slab and building pad preparation.
2r~-The soils engineer reco11111ended that he/she
review.the foundation excavations. Note on the
foundation plan that "Prior to the contractor
requesting a Building Department foundation
inspection, the soils engineer shall advise the
building official in writing that:
l. The building pad was prepared in
accordance with the soils report,
2. The. utility trenches have been properly
backfilled and compacted, and
3~ The foundation excavations comply with the
intent of the soils report".
Provide spread footings for· concentrated loads
designed for 1,000 psf soil bearing or per
bearing value as determined by an .engineer or
architect. Chapter 29.
Show height of all foundation walls.
23.
Chapter
2f2· Show height of retained earth on all foundation l walls. Chapter 23.
2/14/90
Show distance from foundation to edge of cut
or fill slopes and show slope and heights o~
cuts and fills. Chapter 29.
Note on the plans that wood shall be 6 inches
above finish grade. Section 2907(a).
Note on plans that surface water will drain
away from building and show drainage pattern
and key elevations. Section 2905 (f).
Dimension foundations per.Table 29-A.
loors Thickness of
Supported* Stemwall Width Depth Footing
1 611 1211 1211 • 611
2 811 1511 1811 711
3 1011 1811 2411 811
*Foundations may support a roof in addition to the
floors. Where only a roof is supported, use
foundation for one floor.
For buildings adjacent to slopes steeper than
3:1, note.on the plans:_ "On graded sites, the
top of any exterior foundation shall extend
above the elevations of the street gutter at
point of discharge or the inlet of an approved
drainage device a minimum of 12 inches plus 2
percent." Provide elevations on the site plan
to show compliance. Section 2907'(d) 5.
Show foundation sills to be pressure treated,
or equal. Section 2516 (c) 3.
Show foundation bolt size and spacing.
Foundation bolt size and spacing for shear
walls must be clearly shown on the foundation
plan. Section 2907 (e).
22,. Specify size, ICBO number and manufacturer of
power driven pins. Show edge and end distance
and spacing. Section 306 (f).
22A. Show size, embedment and location of hold down
anchors on foundation plan. Section 2303(b) 4.
2J2 •. Note on the plans that hold down anchors must 7· be tied in place prior to foundation
inspection.
Show adequate footings under all bearing walls
and shear walls. Section 2907 (b).
Show stepped footings for slopes steeper than
1:10. Section 2907 (c).
Show m1nimum ·18 inch clearance from grade to
bottom of floor. r joists and minimum 12 inch
clearance to bottom of girders. Section 2516
(c) 2.
Show pier size,
undisturbed soil.
spacing and
Table 29-A.
depth into
13
,. : ,~
'
'· \·;
T.
u.
f
Show minimum under floor access of 18 inches by
24 inches. Section 2516 (c) 2.
Show minimum under floor ventilation equal to a
1 sq. ft. for each 150 sq. ft. of under floor
area. Openings shall be as close to corners as
practicable and shall provide cross ventila~ion
on at least two approximately opposite sides.
Section 2516 (c) 6.
MASONRY
Show veneer support and connections in Seismic
Zones 3 and 4, comply with Section 3002, 4, 5,
6 and Section 2515 (a) regarding ties and #9
wire in horizontal joints.
Show height and construction details of all
masonry walls. Chapter 24.
Show floor and roof connections to masonry
walls. Connection shall resist 200 .pounds per
lineal foot or the actual ·design load,
whichever is greate~. Cross grain tension or
bending in wood ledgers is not permitted.
Section 2310.
Provide details for damp proofing the
foundation walls, below finish grade~ where
usable space exists on the interior side of the
walls. Section 1707 (d).
Show a minimum 211 air space and flashing
between planter-and building walls.. Section
2516 (c) 7.
FRAMING
Provide complete structural details on the
plans with cross referencing as needed to show
the -structural framing will comply with the
design calculations and building code
requirements.
Provide .minimum structural specifications on
the plans to show that all structural materials
will comply with the design calculations and
building._code requirements.
2/14/90
On the cover sheet of the plans,. specify any
items requiring special inspection, in a·
format similar to that shown below or sticky
back.
REQUIRED SPECIAL INSPECTIONS .
In addition to the regular inspections, the
following checked items will also require
Special Inspection in accordance with Sec. 306
of the Uniform Building Code.
ITEM REQ. IF
CHECKED
SOILS COMPLIANCE
PRIOR TO
FOUNDATION INSP.
STRUCTURAL CONCRETE
OVER 2500 PSI
PRESTRESSED STEEL
FIELD WELDING
HIGH STRENGTH BOLTS
EXPANSION ANCHORS
SPECIAL MASONRY
SfRAYED ON FIRE
PROOFING
PILES/CAISSONS
DESIGNER-SPECIFIED
OTHER
REMARKS
Where special inspection is required for
masonry, note on the plans that prism tests
shall be performed in accordance with Section
2405. Section 2406(c)l.
Show wall bracing. Every exterior wood stud
wall and main cross partition shall be braced
at each end and at least eyery 25 .. feet of
length with 1 x 4 diagonal let-in braces or
equivalent. Section 2517 (g) 3.
Note cross bridging or blocking. Floor joists
and rafters 1211 or more in depth shall be
supported laterally by bridging at intervals
not exceeding 8 feet, unless both edges are
held in line. Section 2506(h), 2517.
Show blocking at end and at supports of floor
joists, and· for. raftets · at exterior walls.
Section· 2517 (d) 3.
24~-Show solid blocking at ridge line and at
\ exterior walls on trussed roofs. Section 2506
(h), Section 2517 (h).
14
., ,,
,_
,-
i•
24~.
25p.
Bearing partitions, perpendicular to joists,
shall not be offset from supporting girders,
beams, walls or partitions, more than the depth
of the joists. Section 2517 (d) 5.
Show rafter ties. Rafter ties shall be spaced
not more than 4 feet on center and be just
above the ceiling joists, where rafters and
ceiling joists are not parallel. Section 2517
(h) 4.
Show rafter purlin braces to be not less than
45 degrees to the horizontal. Section 2517(h)5.
Show 1/211 minimum ~learance between top plate
of interior -partitions and bottom chord of
trusses. (To ensure loading will be as
designed).
Show or note fire stops at the following
locations per Section 2516 (f):
a.
b.
c.
in concealed spaces of stud walls and
partitions, including furred spaces, at the
ceiling and floor levels and at 10 foot
intervals along the length of the wall.
at all interconnections between concealed
vertical and horizontal spaces such as
occur at soffits, drop ceilings and cove
ceilings;
in concealed spaces between stair stringers
at the top and bottom· of the run and·
between stud's along and in line with the
run of stairs if the walls under the stairs
are unfinished; and
d. in· openings around vents, pipes, ducts,
chimneys, fireplaces and similar openings
which afford a passage for fire at ceiling
and floor levels, with noncombustible
materials.
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. and· no
horizontal dimension exceeds 60 L.F. (if space
has sprinklers, ~then 3,000 s.f. and 100 L.F.).
Section 2516(f). . ..
In buildings having floors and roofs of wood
fra,me construction, other than dwelling or
hotel occupancies, draft stop the area between
the ceiling and roof above so that no concealed
space exceeds 3,000 s.f. and no horizontal
dimension exceeds 60 L.F. (if space .has
sprinklers, then 9,000 s.f. and 100 _L.F.).
Section 2516(f).
Show double top plate with minimum 4811 lap
splice. Section 2517 (g) 2.
Show nailing will be in compliance with Table
25-Q.
2/14/90
Show stud size and spacing. Maximum allowable
stud heights; bearing wall: 2 x 4 and 2 x 6
max. 101 ; non-bearing: 2 x 4 max. 14', 2 x 6
max. 20 1• -Table 25-R-3.
Studs supporting two floors, a roof and
ceiling must be 3 x 4 or 2 x 6 at 1611 o.c.
Table 25-R-3.
Note an A.I.T.C. Certificate of Compliance for
glued laminated wood members shall be given to
the building inspector prior to installation.
Section 2505.
2~4. Detail all post to beam and post to footing
) connections and reference the detail to the
plan. Section 2516 (m):
Detail shear transfer connections, including
roof and floor diaphragms, to shear walls.
Section 2513.
Specify nail size and spacing for all shear
walls, floor and roof diaphragms. Indicate
required blocking. Maintain maximum diaphragm
dimension ratios. (Tables 25 I, J, K) and
Section 4714 (d).
Provide truss details and truss calculations
for this project. Specify on the plans the
truss identification numbers.
Provide roof framing plan and floor framing
plan. Section 302 (d).
Provide framing sections through
Section 302 (d).
Specify all header sizes for opening over 4 1
wide. Section 2517 (g) 5.
Provide calculations for main vertical and
horizontal framing members and post footings.
Section 302 (d).
Provide calculations for lateral loads, shear
panels, shear transfer and related. Section
302 (a) 7 •
In Seismic Zones 3 and.4, the allowable shear
values for drywall in Table 47-I must be
reduced 50% for earthquake loading. This does
not apply to wind loading.
15
;,
2J4. Show on the plans all structural requirements l developed in the structural calculations.
2f-Columns and posts located on concrete or
masonry floors or decks exposed to the weather
or to water splash or in basements and which
support permanent structures shall be supported
by concrete piers or metal pedestals projecting
above floors unless approved wood of natural
resistance to decay or treat wood is used.
Section 2516 (c) 4.
27~-
Individual concrete or masonry piers shall
ptoject at least 8 inches above exposed ground
unless the columns or posts which they support
are of approved wood of natural resistance to
decay or treated wood is used. Section 2516
(c) 4.
Specify plywood grade and panel identification
index. Table 25-S-l.
When roof pitch is less than 3:12, ·design ridge
as a beam. Section 2517 (h).
If foundation cripple wall studs are less than
1411, framing shall be solid blocking or the
cripple studs sheathed with plywood. Section
2517 (g) 4.
Cripple ~all studs exceeding 4 feet in height
shall be 3 inch by 4 inch or 2 .inches by 6
inches when supporting 2 stories. Section 2517
(g) 4.
Show plyw_ood sheathing over exposed eaves, or
other weather exposed areas, is "bonded with
exterior glue." Plywood used for exterior wall
covering shall be the exterior type. Section
2516 (g)3, 2516{i).
212. Ridges, hips, and valleys shall be at least one
J size larger than supported rafters. Section
2517 (h) 3.
2,3. In·open beam construction, provide strap ties
across the beams at the ridge support; Section
2501 (b) •.
MISCELI.AHmUS
Parking garages ·shall have an unobstructed
headroom clearance of not less than 71 -011 above
the finish floor to any ceiling, beam, pipe or
similar construction. Section 702 {b). . ·
r:::,":') Provide details of restrooms to ·show c;mpliance ~ with Section 510 (b), regarding floors, walls
and showers. ,Se.e..-be,( t:J w--'
276. If both sexes will be employed and the number
of employees exceeds four, provide separate
toilet facilities for men-and women. If 11both
·sexes will be employed and the total number of
employees will not exceed four11, and only one
restroom is provided, note· the words i~
quotation above on the floor plan. Section 705
Z.75. A+ Ah-fe ~ I pa:c± H:!. A:--S/pw 5''
. I
3/28/90
w.
Show unenclosed floor and roof openings, ope~
and glazed sides of landings and ramps,
balconies or porches more than 3011 above grade or floor, and roofs used for other than
service to the building have 4211 minimum
height guardrail, through which a 611 sphere
cannot pass, and designed for 20 lbs. per lin.
ft. applied horizontally at top rail {50 lbs.
for exit facilities serving more than 50).
Section 1711. Table 23-B.
Provide platform and stage construction,
including occupancy separations and roof
vents, as per Chapter 39.
Provide at least one 'drinking fountain for
each floor level in Group A occupancies.
Section 605.
Show that aisles and seats comply with
Sections 3315 and 3316.
Buildings housing Group A Occupancies shall
front directly upon or have access to a public
street not less than 20 feet in width. The
access to the_public street shall be a minimum
20-foot-wide right-of-way, unobstructed and
maintained only as access to the public
street. The main entrance to the building
shall be located on a public street or o~.the
access way. Section 603.
Pedestrian walkway shall comply with Section
509.
Lateral bracing for suspended ceiling must be
prqvided. (UBC Table 23-P) Where ceiling is
not supporting interior partitions, ceiling
bracing shall be provided by four No. 12 gauge
wires secured to the main runner within 2
inches of the cross runner intersection and
splayed 90 degrees from each other at an angle
not exceeding 45 degrees from the plane of the
ceiling. A strut (adequate to resist the
vertical component from lateral loads)
fastened to the main runner shall be extended
to and fastened to the structural members of
the roof-·-or· ·floor above. These horizontal
restraint points shall be placed 12 feet o.c.
in both directions with the first point within
6 feet of each wall. Attachment of restraint
wires to the structure above shall be adequate
for the load imposed. UBC Standard 47-18.
TITLE 24 HANDICAPPED ACCESS
(.;":::'\ Provide note and details on the plans to show V compliance .. with the enclosed Handicapped
Access· Check List. Handicapped access
requirements may be more restrictive than the
UBC.
B-
16
Y.
,~. •. .
ENERGY CX>NSERVA:rIOK
Provide mechanical plans, plan details,
calculations and completed forms to show
compliance with .state regulations for energy
conservation.
Provide electrical plans, 'plan details,
calculations and the completed Form· 5 or CF-5
to show compliance with state regulations for
energy conservation.
Incorporate in the plans or specifications the
attached 11Iitle 24 Mandatory Requirements" and
the "Title 24 Construction Compliance Statement
Requirements11•
ADDITIONAL
~.Please see additional corrections, or remarks,
'Jon the following page.
~ Io speed up the recheck process, note on this i_:::.:.; list (or a copy) where each correction item has
been addressed, i.e., plan sheet, note or
detail number, calculation·page, etc.
~ Please indicate here if any changes have been \0 made to the plans that are not a result of
corrections from this list. If there are other
changes, please briefly describle them and
where they are located in the plans.
Have changes ·been made to· the plans not
resulting from this correction list? Please
check.
__ ...,...Y.es ____ No
NOTE:
The following provisions are contained in Title 24,
Part 2, California Building Code, as adopted and enforced by the State Fire Marshall. They are
,provided here as a courtesy to assist designers in
developing the project documents. All applicable
provisions may not necessarily be included. Please
direct any questions regarding interpretations of
these _provisions t:o ·.the __ '.1,_ocaX.fi;-~ -!>_~p~!:Jlle??-t•
sf. Walls of corridors and exterior exit balconies
in Groups A,E,I,R-1 and C Occupancies having an
occupant load of more than~ pe~sons and in
all other occupancies having an occupant load
of 30 or more shall be not less than one-hour
fire-resistive construction. ·Section 3305(g)l.
3/28/90
C-~Where exit signs are required by Section ~ 3314(a), approved and listed internally,.
externally or self-illuminated low-level exit
signs complying with Section 3314 shall be
required.· The bottom of the sign shall be not
less than 6 inches nor more than 8 inches
above the floor level. For exit way doors,
the sign shall be on the door with the closest
edge of the sign with 4 inches of the door
frame or adjacent to the door. Such signs
shall be of a type which is perceptible to the
sense of touch. Section 3314(e).
Where exit signs are required by Section
3314(a), all exit corridors shall be provided
with continuous low-leyel exit path marking.
Approved and listed internally or self-
illuminated marking shall be installed at
floor level or no higher than 8 inches above
the.floor level. Such marking shall be of a
type which is perceptible to the sense of
touch. Section 3314(f).
Area separation walls shall not be considered
to create separate buildings for the purpose
of automatic fire-sprinkler system
requirements as set forth in Chapter 38.
Section SOS(e)6.
EXCEPITON: Buildings separated by continuous
area separation walls of four-hour fire-
resistive construction without openings.
Buildings required to have automatic fire-
sprinkler protection as set forth in Section
13113 of the Health and Safety Code (homes for
·children or the aged) are prohibited from
using area separation walls in lieu of
automatic fire-sprinkler protection.
In educational occupancies, storage and
janitor closets shall be of one-hour fire-
res'istive construction with openings protected
by assemblies having at least a three-fourths-
hour fire-resistive rating. Section 802(c).
Section 1807 should be reviewed for all high-
rise buildings.
The exception in Section 3318 of the UBC has been revised so as to allow··the omission of
panic hardware at the main exit in churches
(by using signage), only when the occupant
load of the church is less than 300.
~ If emergency warning systems are required, '(::.,J they shall activate a means of warning the
he?-ring impaired. Flashing visual warnings
shall have a frequency of not more than 60
flashes per minute. Section 7204.
17
The jurisdiction has. contracted with Esgil
Corporation located at 9320 Chesapeake Drive,
Suite 208, San Diego, california 92123;
telephone number of 619/560-1468, ·to perform
the plan check for your project. If you have
any questions·regarding these plan check items,
please contact __ ..,~....,ll:at: ..... J_,G.__...,h.,._1/?f:...,._ ___ _
at Esgil Corporation.
Thank you.
Enclosures: ·
1.
2.
3.
3/28/90
@ 1he-/n-5~*9, -s/211/u(,d {(~I './y
the-: l-br2u);n ritr«ze-:fr~n n e feel
eo~ ~fcu cld v..J/zue ver d 1 'PR-o:.-17 t-'iJ/ee; tP ,r &115 frur.,iitea Cl.bl/./,
18
3
Mern 5 /1
1"! s~c .. IOO~Cb
3
3 /(},
3 1.
3fz,·
TITLE 24 HANDICAPPED ACCESS CORRECTION LIST
Jurisdiction Co.dst?ad _________ __....__. ____ +-1 -------
Plan Check No. 9 /-'['8ca ----'..a...-'---";..;;;.;__ ___ _
References to section numbers with prefix 11211 are to Title 24, California Code of Regulations, Part 2
(California Building Code). Prefix 11311 is for Part 3 {California Electrical Code). Prefix "S" is for
Part S (California Plumbing Code).
Exemptions claimed for any item shal1 be requested in writing and shall include all data needed to
determine "unreasonable hardship" as described in Section 2-422.
SITE DEVELOPMENT
!~ HANDICAPPED PARKING SPACES
a. Provide . ....,.. _____ handicapped spaces.
2-7102(b)
b. Space shall be so located that
handicapped persons are not compelled to
wheel or walk behind parked cars other
than his/her own. 2-7102(c)
c. Parking space shall be a minimum of 9
ft.xl8 ft. with adjacent marked S ft.
loading zone. Double space shall be 23
ft. wide. Where a single space is
provided, the loading/unloading zone
s~ll be on the passenger side of the
vehicle.· 2-7102(c).
d. Maximum slope of parking surface in any
direction shall not exceed 1/411 per
.foot.. 2-7102(e).
e. Parking space(s) shall be identified
with the International Symbol of
Accessibility on reflectorized sign
affixed to post or wall, and ~
duplicated on parking surface (symbol to
be 3611x3611 and painted at the back of
the parking stall). 2-7102(f)
f. Entrance to parking area ( or at. each
stall) shall have a sign stating that
unauthorized -vehicle(s) parkipg in
handicapped space(s) may be subject to
tow-away. 2-7102(£)
g. If covered parking is. provided, then a
reasonable portion of the total numb~r
of stalls reserved for the disabled
shall also .be covered. 2-7102(a) . ,.
h. Entrances to and vertical clearances
within-accessible levels of parking
structures shall be 8 ft. 2 in. to any structural member, duct or pipe.
2-7102(g)
f. CURB RAMPS
a. Curb ramps shall be located wherever
pedestrian path crosses curb. (2~
7103(a))
· b;·-Curb ramp shall be 4811 min. width (2-
7103(b)) with maximum slope of 1 in 12.
2-7103(d)
c. A level 4811 min. depth landing is
required at top of curb ~amps over
entire curb ramp width. 2-7103(d)
I·
d. If no landing is provided, the slope of
flared sides shall not exceed 1 in 12.
2-7103(d)
e. Surface is to be slip
contrasting finish
sidewalk. 2-7103(f)
resistant and a
from adjacent
f. Border markings shall be 1211 wide of
l/411xl/411 grooves, 3/411 apart, located at
top an,d sides. 2-7103(h)
WALKS
a. Site development and grading .shall·be
designed to provide access to primary
entrances and access to normal paths· of
travel and where necessary to provide
access shall incorporate pedestrian
ramps, curb ramps, etc. 2-710l(a)
b.· Walks sloping greater than 5% (1 in 20)
must comply with ramp requirements of
Sec. 2-3307. 2-3325(c)
c. Walk width shall be 4811 minimum, and
shall have slip-resistant surfaces.
2-332S(a)
d. The maximum cross slope shall not exceed
1/4'' per foot. 2-3325(a)3
e. Gratings
possible.
are not
2-3325(b)
allowed whenever
f. At each gate or door a 6011x6011 level area
is required when the gate swings toward
the walk. 2-3325(e)
g. A 4811x4411 deep level area is required
when the gate swings away from the walk.
2-3325(e) ·
h. A 2411 clear space is required at strike
·side.of gate or door. 2-3325(e) r PEDESTRIAN RAMPS
a. A path of travel with a slope greater
than 1 in 20 shall be considered a ramp.
2-3307(a)
b. The maximum slope shall be 1 in 12.
2-3307(c.l)
c. The width shall be 48" minimum. A
minimum width of 6011 is required where a
ramp serves as a primary entrance to
buildings having an occupant load of 300
or more. Group R Occupancies may be 3611
when the occupant load is 50 or less. 2-
3307(b.l)
r
d. Toe surface of ramps
resistant. 2·-3307 (g)
shall be slip-
e. A 6011 intermediate landing is required
at maximum elevation change of 3011 and
7211 landing at each change of direction
(over 30 degrees). 2-3307(d.l)
f. Landings_are required at top·and bottom
of ramps. 2-3307{d.l)
g. Bottom landing shall -be minimum of 7211
in the direction.of travel. Fig. 2-33-
llA
h. Top landing shall be 6011 x 6011 minimum.
2-3307(d.l)
i •. When· door swings onto top landi~g,
minimum depth of landing required is
door width plus 4211 , 2-,3307(d.l.)
j. Top landing shall have 6011 min. width
when door swings onto the landing, with
2411 on strike side of door at exterior
ramp, or 1811 at interior ramp.
2-3307(d.l,)
k. Ramp handrails are required on each side
of ramp, when slope exceeds l in 15.· 2-
3307(e.l)
1. Ramp handrails s~ll be continuous,
located 3011-3411 in height above ramp
surface, with 1211 extensions beyond top
and bottom, and the ends returned.
2-3307(e.l)
m. Handrails shall be 1-1/411 to 211 cross
section, spaced minimum of 1-1/211 from
wall. 2-3307(e.l)
n. A 211 high curb or wheel guide rail
centered 311 ± 111 above ramp surface is
required on both sides where not
otherwise bounded by walls when the ramp
exceeds 10 feet in length.
2-3307{h.l)
SPECIAL ACCESS LIFTS
a. Lifts may be provided between levels, in
lieu of elevator, when the vertical
distance between landings, structural
elevator, structural· -design and·.
scµeguards are as allowed by the State
of Califomia, Department of Industrial
Relations,. Division of Occupational
Safety and Heal.th. 2-5107(a) .
b. Toe lift platform shall be of sufficient
size to accommodate a wheelchair
{3011x4811 ). 2-5107(a)
c. There shall be a level and clear floor
area or landing (6011x6011 ) at each levei
for access to-the lift. 2-5107(a) f HAZARDS
a. Provide 8011 headroom from walkway
surface to any overhanging obstruction.
2:.3326{b)
b. Headroom of
maintained for
etc. 2-522-(f)
801.. minimum shall be
walks, corridors, aisles,
c. Protruding objects with leading edges
between 2711 and 8011 above finished floor
shall not protrude more than 411 into
walks, corridors, etc. 2-522(f)
d. Free standing objects mounted on posts
between 2711 and 8011 above the floor may
project a maximum of 1211 • 2-522(f)
e. Abrupt changes in level exceeding 411
adjacent to walks, except between walks
and adjacent streets or drives, shall be
identified by 611 high waming curbs above
walk surface. 2-3326(a)
~ AHD CIRClJLATIOH
0 ENTRANCES, DOORS, VESTIBULES AND CORRIDORS
:.1. All primary entrances to buildings shall 7· be accessible to·the handicapped.
2-330l(f)
c) All required passage doors shall. have 3211
clear opening at 90 degrees (3611 door).
2-3304(f) "-e,,u.,,-clot?r ~ ':;
~At least one of a pair of doors shall ~ meet the minimum 3211 clear entrance width
requirement. 2-3304(f) Cne.w-d..oo:>r~j
I· Threshold shall be no higher than 1/211
above the floor. Edge to be beveled with
a slope no greater than 1 in 2, if more
than 1/411 • 3304{i.l)
e'. Exterior level landing may slope up to
{ 1/411 per. foot in any direction for
surface drainage. 2-413
(9 Door hardware shall be of the lever or
push type, mounted 3011 to 4411 above-the
floor and-·be operable with a maximum-
effort of 8.5 lbs. for exterior doors and
5 lbs. for interior doors. 2-3304{c), 2-
3304(i.2)
/1,:'!Toe lower 1011 of the door shall be of
'--Jsmooth, plane surface {no recess or trap)
except at automatic and sliding doors.
2-3304{i.3)
ffi Building entrance(s) shall be identified lJ by sign with the International Symbol of
Accessibility. Show location on plan.
Toe symbol shall be a white f~gure on
blue background. 2-522(b)
f. At turnstile, provide an access gate, 3211
clear width opening, within 30 feet of
tumstile. 2-3304(i.4)
/• There shall be a clear area on each side
of door, 6011 deep in direction of door
swing and 4411-deep in opposite direction
of door swing. 2-3304(i,l)
¥· Width.of clear area on the swing side of
the door shall extend 2411 past strike
jamb for exterior doors and 1811 past
strike jamb for interior doors.
2-3304(i.l)
The space between two consecutive doors
(vestibule) shall provide a minimum of
4811 clear depth between the open door and a second closed door.Doors in a
series at a vestibule shall swing in the
saine.direction, or away from the.space
between them.· 2-3304(i.l)
For corridors over 200 fe~t long, see
special requirements of Sec. 2-3305(b)2.
( FLOORS
a. Floors of a given story shall be a
common level throughout or shall be
connected by pedestrian ramps, passenger
elevators, or s pecial. acces·s lifts.
2-522(e)
STAIRWAYS
NOTE:· Only applies where disabled access is
provided or required to other levels.
a. Treads shall have -smooth, rounded
exposed edges and be slip resistant. 2-
3306(s)
b. Nosing shall not project more than
1-1/2 inches past face of the riser
below. 2-3306(s)
c. Risers shall be suffici~ntly solid.
2-3306(s)
d. The upper approach and lower tread of
each flight of stairs shall be marked
_with.a_ contrasting .colored strip_211• in
width. 2-3306(r)
e.
f.
g.
On exterior stairs,~ tread shall be
marked as noted above. 2-3306(r)
Handrails are required on each side of
stairway. 2-3306
Handrails shall be located . 3011 to 3411
above nosing,extend 1211 beyond top-riser
and 1211 plus tread width beyond bottom
nosing and returned to wall/newel post.
2-3306(j .1).
h. Handrails shall be 1-1/411 to 211 in
gripping cros·s section and 1-1/211 clear
of wall. 2-3306(j,l)
i. Approved stairway identification signs·
shall be located at each floor level in
all enclosed stairways in buildings two
or more· stories in height. The sign
shall identify .tii'e stairway, indicate
whether the~e is· roof access, the floor
level, and the upper and lower terminus
of the· stairway. The information shall
be presented using raised Arabic numerals
and raised braille symbols which conform
to Section 522(b)3. The sign shall be
located approximately 5 feet above the
floor landing immediately adjacent to the
door on the strike side. Signs shall
comply with requirements of U.B.C.
Standard No. 33-2. f · ELEVATORS
a. Provide clear inside elevator car
dimensions as required by U.B.C. Section
5103.(~) 6 and Title 24 2-5103(d.l).
1. At lea~t one elevator in buildings 4
or more stories ·in height: 8011 by
54", with a 42-incn -side slide door.
Applies only to: high.;,r"ise builqings,
A/E/I occupancies, · State-owned
buildings, residential care homes,
hotels, motels, apartments and
condominiums.
2. Elevator in buildings more than two
stories or buildings where disabled
access is required to upper level(s):
6811 by 54", with a minimum clear door
width of 3611 •
3. Elevators other than in {b) above
serving less than 50 occupants shall
have a minimum inside platform of 4
feet 6 inches by 4 feet 6 inches and a
minimum clear door width of 36 inches.
b. Raised Braille markings and Arabic
numerals are required on control buttons
and door jambs. 2-5103(d.l)
SANITARY FACILIITFS
TOILET FACILITIES ACCESS
a. When located on accessible floors,
sanitary facilities shall be made
accessible to physically handicapped.
(2-511._l(a))
b. Doorways shall have 3211· minimum clear
opening width. 2-511,1
c. There shall be a .level area with 6011
cl~ depth in the direction of the door
swing, and a level area with 4411 clear
depth in opposite direction of door
swing. 2-511.l(a)
1~. MULTIPLE ACCOMMODATION TOILET FACILITIES
a. Provide clear area 6011 diameter x 27 11
high -or clear space 5611 x 63" x 27"
high. 2-511,l{a)
b. Doors (other than handicap compartment)
are not to encroach more than 1211 into
above mentioned clear space.
2-511.l(a).
c. Provide a 2811 clear space between water
closet and fixture or 3211 clear space
between water closet and wall.
2-511.l(a)
d. A 4811 long clear space is
front of water closet.
space is required when
compartment has a side door.
2-511,l(a) .
required in
A 6011 clear
the toilet
e. Water closet compartment door to provide
-32" clear width for end entry and 3411
elem:: width fo~ side entry. Door to be
self-closing. 2-511.l(a)
SINGLE ACCOMMODATION TOILET FACILITIES
a. Wat~r closet shall be located 2811 from a
fixture or 3211 from a wall. 2-511.l(a)
b. Minimum clear space in tr·ont of water
closet shall be 48". 2-511,l(a)
c. In an existing building, a single
accommodation toil~t facility may have a
space 3611 Wide X 48 11 long in front of
water closet. 2-511.l(a) G GRAB BARS AT WATER CLOSE'!
r-One at side 4211 long extending 2411 in
front of water closet; one at rear 3611
long centered on water closet; both
mounted 3311 above floor. Where a tank.-
type toilet is used,. grab bar may be as
high as 3611• 2-511.l(a)
f Bars shall be 1-1/411 to 1-1/211 in • diameter with 1-1/211 clearance to wall.
2-511.l(a)
'c> Bar fasteners and mounting support shall V be able to withstahd 250 lbs./ft. in
bending, shear and tens.ion.
2-511.l(a) ·
@wATER CLOSE'!
/, Height of water closet seat shall be 1711
to 1911 above floor. 5-1502
C9 Controls shail be operable with one
hand, and shall not require tight
grasping, pinching or twisting of the
wrist. 5-1502
~ Cont~ols for the flush valves shall be U mounted on the wide side of toilet
areas, no more than 4411 above the floor.
5-1502
(9 The force required to·activate controls
shall be no greater than 5 pounds force.
5-1502
f.· URINALS
a. Where urinals are provided, the rim of at
least one shall project 1411 from the wall
and be located 17" maximum above floor.
5-1503(a)
b. The force required to activate the flush
valve shall be 5 lbs. maximum and located
4411 maximum above floor.
5-1503(b)
c. Provide 3011 x 48" clear floor space for
forward approach. 2-511.l{b) G LAVATORIES
t. Provide 3011 x 4811 clear floor space for
forward approach. Said clear floor space
may include knee and toe space under
lavatory described below.
2-511.l(b) f-JI
G (\0 2-7
de clear space beneath lavatories
29n high by 30" wide by 811 deep at top
an 911 high by 3011 w:i,de by 1711 deep at
bottom from front of lavatory (toe
· space). The maximum counter surface
height should be 3411 • 5-1504(a)
~Hot water and drain pipes under
Vlavatories shall be insulated.
5-1504(b)
/n---iFaucet controls and operating mechanism
V(operable with one hand) shall be of the
type not requiring tight grasping,
pinching or twisting of the wrist (such
as lever-operated) and an operating force
not exceeding 5 lbs. 5-1504(c)
e. If self-closing valves are used, they
shall remain open for at least 10
seconds. 5-1504{c)
1/. TOILET ROOM ACCESSORIES
a. ·Mirror bottom edge shall ·be located 4011
maximum above floor. 2-511.l(b)
b. Toilet tissue dispensers shall be mounted
within 1211 from the front edge of toilet
seat. 2-511.l(b)
c. Operating parts of dispensing and
disposal fixtures (towels, waste, coin
slots, etc.) shall be within 4011 of
floor. 2-511.l(b)
®SANITARY FACILITIES ID~IFICATION
a. On doorways leading to sanitary
·facilities the symbols to be provided are
1211 Equilateral triangle for men, 12"
diameter circle for women, and 1/411
thick, centered on door, 6011 high and
contrasting color. Unisex facilities
shall be identified by the circle with
the triangle superimposed within the
circle. 2-511.l(a)
I .,
r·
BATHING FACILITIES
a. One such· facility shall comply when
provided for the public, clients or
employees. 2-511.l(a)
b. Shower compartment shall be 4211 wide,
4811 deep, with a 3611 wide entrance.
2-511.l(a)
c. Show on the plans that the handicapped
bathing facilities shall conform to
requirements of Sec. 2-5lla-9, 5-1505
and 5-1506, i.e., folding seat,.flexible
shower hose, etc. ~ .:-. ·
GENERAL ~
DRINKING FOUNTAIN
a. Drinking fountains shall be within
alcoves. The alcove shall be not less
than 3211 wide by 1811 deep. 2-511.l(c)
b. When the enforcing agency determines
that it would create an unreasonable
hardship to locate the water fountain in
an alcove, the water fountain may
project into the path of travel, and the
path of travel shall be identifiable to
·the blind as follows:
(1.) The surface of the path of travel
at the water fountain shall be textured
so that it is clearly identifiable by a
blind person using a cane. ?he minimum
textured area shall extend from the wall
supporting the water fountain to 1 foot
beyond the f~ont edge of the water
.fountain and shall extend l foot beyond
each side of the water fountain, or
(2.) Wing walls shall be provided on
each side of the water fountain. The
wing walls shall project out from the
supporting wall at least as far as the
water fountain to within 6 inches of the
surface of the path of travel. Also, --·· ·-· -there shall be a miniJmiiiC .. of 32 inches
clear between the wing walls.
/·
c. Note on the plans that drinking fountain
shall conform to requirementl;I of
Sec. 2-51lc and 5-1507.
PUBLIC TELEPHONE
a.· Provide space 3011 x 4811 for forward or
parallel approach to telephone.
2-511.l(d)
b. Note on the plans that public telephone
shall conform to requirements of
Sec. 2-511.l(d).
ELECTRICAL REQUIREMENTS
a. 15, 20 and 30 amp receptacle outlets
shall be installed not less than 1211
above floor. 3-210-50(e)
b. Center of switches shall be·located not
less than 3611 nor more than 4811 above
the floor. 3-380-8{c)
t·
+·
PLUMBING REQUIREMENTS
a. Where kitchenettes are provided at
·employee break rooms, conference areas,
cul;ltomer lounges, etc., the faucet
controls at kitchen sinks shall be
operable with one hand and shall not
require tight grasping, pinching or
twisting of the wrist (i.e., use lever-
operated, push-type, etc.). If self-
closing valves are used, they shall
remain open for at least 10 seconds.
5-1508
GROOP A OCCOPAHCY ~
AUDITORIUMS, ASS»IBLY HALLS, THEATRES, ETC.
a. Seating and toilet facilities for the
handicapped shall be accessible from the
main lobby or primary entrance.
2-6ll{b)
b. This structure requires _______ _
wheelchair seating spaces. In theaters
and auditoi:iums, the seating shall be
provided in a variety of locations so as
to provided a choice of admission prices.
2-6ll(b)
c. Each wheelchair space shall be 6011 x 3011
and level. 2-6ll(b)
d. When the seating capacity exceeds 300,
the wheelchair spaces shall be in more
than one location. 2-6ll(b)
e. This structure requires ______ _
seats for semi-ambulant persons. Clear
leg space shall be at least 2411•
2-6ll(b)
f. Stages, enclosed and unenclosed
platforms, orchestra pits, ticket booths,
and refreshment sales facilities shall be
made accessible. 2-6ll(b)
STADIUMS, GRANDSTANDS, BLEACHERS, PAVILIONS,
GYMNASIUMS
a. This structure requires -----,----wheelchair seating spaces. In theaters
and auditoriums, the seating shall be
provided in a variety of locations so as
to provided a choice of admission prices.
2-611(c)
b. When the seating capacity exceeds 300,
the wheelchair spaces shall be in more
than one location. 2-61l(c)
c. Ticket booths must be accessible from
both sides. 2-6ll(c)
d. Participation areas such as ball courts,
exercise rooms, tracks, and clubrooms
must be accessible. 2-611(c)
e. Spectator and participant sanitary and
locker facilities must conform to the
requirements of Chapter 2-5.
2-6ll(c)
1j-DINING, BANQUE! AND BAR FACILITIES
a. Access shall be provided at primary
entrances. 2-6ll(d)
b. Wheelchair access shall be provided to
all areas where each type of.functional
activity o·ccurs. 2-6ll(d)
c. This facility requires ---,.--,-=-::-.,..,....---wheelchair seating spaces •. 2-611(d)
d. At least one wheelchair seating space
shall be provided for each dining,
1;,anquet and bar area. 2-6ll(d)
e. Access to wheelchair seating spaces
shall: be provided by 3611 minimum clear
width main aisles. 2-6ll(d)
f. -cafeteria line aisles shall be a minimum
of 3611 clear width. 2-6ll(d)
g. Access to food preparation areas shall
comply with provisions for entrance
doors and doorways contained.in Section
2-3304. 2-6ll(d)
h. Restrooms and powder rooms shall conform
to,the requirements in Section 2-511.
2-611(d)
RELIGIOUS FACILITIES
a. Sanctuary areas shall be accessible. 2-
6ll(e)
b. Provide --.-----wheelchair seating spaces in the sanctuary. Use Section 2-
6ll(b). 2-6ll(e)
c. Provide wheelchair access to
platforms, choir rooms, choir
performing areas and other
areas. 2-611(e)
---., . -·-----· ----..
raised
lofts,
similar
d. Assembly areas along with enclosed and
unenclosed platforms and stages shall be
made accessible. 2~611(e)
e. Sanitary facilities shall conform.to ·the
requirements of Chapter 2-5. 2-6ll(e) ·
2p. ASSISTIVE-LISTENING-DEVICES
a. Assembly areas with permanently
installed public address systems (other
than exclusively for paging or
background· music), . shall· provide
assistive-listening systems for ~eople with hearing impairments. 2-6ll(f)
b. Since the capacity of the assembly area
exceeds 99 1 this facility requires __
personal receivers to be available on
request •. 2-6ll(f)
c •. If the system provided· is limited to
specific areas or seats, then such areas
or seats shall be within a SO-foot
viewing distance of the performing area.
f
d. A sign shall be posted in a prominent
place indicating the availability of
assistive-listening devices. The sign
shall. include the international symbol of
deafness and wording that states
11Assistive-listening System Available".
Group B occupancies used for assembly pµ.rposes but having an occupant load of less than 50 shall conform to all the
requirements for Group A occupancies covered
in Section 2-611. 2-7l~(d)
SALES FACILITIES
a. General sales, display and office areas
together with related toilet rooms must
be accessible. 2-712(b)
b. Sales employee work stations shall be
located on accessible levels. Employee
work areas shall be accessible to
employees in wheelchairs, and the
customer side of sales or checkout
stations shall be accessible~
2-712(b)
c. This facility requires -----,--check
stands accessible to the physically
handicapped, based upon 1 for 8
checkstands or less, 2 for 9 or more. 2-
712(b)
d. Where quick check stands are provided, at
least one shall be accessible.
2-712(b)
e. Check stands shall be made accessible by
providing a 3611 aisle on the customer
side of the stand. 2-712(b)
f. Accessible check stands shall be
identified by the International Symbol of
Accessibility and shall state, "This
check stand to be open at all times for
handicapped/physically disabled
customers". 2-712(b)
FITTING OR DRESSING ROOMS
a. Where fitting/dressing rooms are provided
for male or female customers, one for
each type shall be usable by the
physically handicapped. 2-712(b)
b. Minimum dimension of room shall be 6011 x
6011 • 2-712(b)
c. Bottom of the mirror shall be located
within 2011 of the floor. 2-712(b)
d. Height of clothing hooks shall not be
greater than 4811 from the floor.
2-712(b)
GROOP H OCCOPAHCY ~ ·1· a.
Accessible sanitation facilities in all
Group H Occupancies shall be provided as
specified in Chapter 2-5. 2-913(a)
b. Accessible floors and levels · shall
comply with the requirements specified
in Chapter 2-5. 2-913(a)
c. F.mployee work areas shall be accessible
by means of a 36-inch minimum aisle
width, and a 32-inch minimum clear
opening door width. 2-9l~(a)
ADDITIONS, ALTERA'.IIORS AHO REPAIRS 1'0 EXIS'IIHG
BUILDINGS. (2-llOA{b)ll)
Toe area of · specific addition, alteration
and/or · repair, shall comply with the
provisions of Title 24. Additionally:
a. The primary entrance to the building and
path of travel to the specific area
shall be accessible to the handicapped
persons.
Compliance must be shown, beginning from
the existing parking area and leading to
the area of alteration.
b. E.xisting restrooms, water fowitains, and
public telephones which serve said
specific -area must be shown to be
accessible to and fwictional for
handicapped persons.
c. Information regarding handicapped
accessibility shall be posted in lobby
·per Sec. 2-522.
12/29/89
Dates 7/ 10/q,; I
Jurisdiction G-rbhc:u;{
. Prepared by,.
L+.CJ1.ll',r VALUATION AND-PLAN CHECK FEE
o Bldg. Dept •
0 Esgil
PLAN CHECK No. ___ cr .... 1-_j ..... ~=---
BUILDING ADDRESS /O'S?: Lcr.c,4410t.-/Jr. , Bl.la.· C..
· . · V J J
. APPLICANT/CONTACT · D. Jq.u:=>b~£-r\. PHONE NO. ;;z7;;,4--'-/3/6
BUILDING OCCUPANCY T.-1 / R-/ DESIGNER PHONE_---'----
TYPE OF CONSTRUCTION . Y:,1 h~. /:rr-N? CONTRACTOR PHONE -----
BUILDING PORTION BUILDING AREA 'VALUATION VALUE
MULTIPLIER
r~.,.,_,,,,,;-4--6(_ +:/,::,o,c..
..C...,...,~-~r-... +-, II '4-= .;?Oft:,SO (7/-tp3) · /toS ~00
\\,.-_.., ~ -,~ .~ ff
....
fl • ~ •
I ..
·-
Air Conditionin£
Commercial . @ ..
Residential (a .'
Res. or Comm.
Fire_· S"Orinklers @
Total Value : ..
/&,S. ,5;;.00
I
Building Permit fee. $ _________________ _,$~~8,....;7,_;0;..__, • ..a:::5;..::D:;___
Plan Che ck F ee.___;S:!:__ _ ___: _________ .:....-_____ ___:.S_....;5;;;..,.4?::.-5....:...:...• $..::._3.1---
COM MEN TS._•-------~--------------------
SHEET ) OF J '
<>, ,12/87
PLANNING/ENGINEERING APPROVALS
PERMIT NUMBER CB f/-?f'b
ADDRESS _ _,/....._{).,..ifl9 __ ....__C_A_J_v_.,v._'-4_~_ ......... ~----------~ J
RESIDENTIAL
RESIDENTIAL ADDITION MINOR
( < $10,000.00)
PLANNER j/4J ~
TENANT IMPROVEMENT
PLAZA CAMINO REAL
VILLAGE FAIRE
COMPLETE OFFICE BUil.DiNG
DATE __ 7_-_J'_-_?-'-/-. _
ENGINEER ___,~....._.i ....... L-.\)=-ie_--~---------DATE ) '3 ·9 I
C:\ WPS 1 \FILES\BLDG.FRM Rev 11 /15/90
I
/
. -I'·.' >. ;,._.,,_':·,-~·,A,._ --:""7' :------·''
I
2560.ORION WAY ::,. -
CARLSBAD;)CA: '92008
TELEPHONE
. (619) 931-2121
'
/
f
I 1
<ltitp of (:ijrl~&ab
FIRE DEPARTMENT·
PLAN CHECK REPORT
--+-· -,. ___ .. --
1-1·\; !
E'AGE 1 OE
APPROVED \--:-,
){
DISAPPROVED -\\
/
/
PLf/ CHE<z<f -/--; 80.
'
PROJ EcTL~ \J , LL AS. Di f AR. ls, tsf\ 0 ADDRESS I D Cf;). L A&..i NA D l-
ARCH1i:Ec,-S;1 LL !Vl,AI-J_L W YM/\0 ADDRESS .SA 14.....1 i>1 t::. C:-0 PHONE ____ _
OWNER ..:I::i\JC011,,16 P;iopt:,e:rf t;RoGtP ADDRESS SAI\J J);E,b O PHONE -----
OCCUPANCY Ii/ Rf CONST. '"$1. I t-1 R TOTAL SQ. FT. -----STORIES 7tltf I=-~
'qlsPRINKLERED 'ruENANTIMP .. -fftq,££ I _t1Jl\..lUt.7E'S10,u oF IST-2;1/J FLocHL TD I I
__ i,
_._2.
"-( !:
_5,
APPROVAL OF PLANS IS PREDICATED ON CONFORMING
TO THE FOLLOWING CONDITIONS AND/OR MAKING'
THE .FOLLOWING CORRECTIONS:
PLANS, SPECIFICATIONS, ·AND PERMITS
Provide one copy of: floor pian(s); .site plan; sheets ----------~-,-:-------
Provide two Site, plans showing the location of all existing fire hydrants within 200 feet of the project.
Provide specificaUons for the following: ------,---~--~~~.,-----------
.Permits_ac.e required for the installation of. all fire protecUon systems (§..@nhleri)tand pipes, dry chemical, halon,
CO2,~ hydra:nts). Plan must be approved by !he ·fire department prior to installation.
The business owner shall complete a building information letter and return it to:the fire department.
' : ' ~
FIRE PROTECTION SY$TEMS AND EQUIPMENT
-~ ·s. Ttie-following fire. ·protection systems are reqyir;ed: -:-J -
'~utomatic fire sprinklers-(Oesign Criteria: ;c_,..,.._~ ~=--...,_n...,B=i<--=-_ _,_b-=i_,_f-'?'---'-A-'---'-1...,,3=<-___________ )
D Dry Chemical, Halon, CO2 (Location: _ _ . )
D Stand Pipes (Type: . . __ ~ . . . . _ _ . .. )
)&FireAlarm(Type/Location: f-)$/4 2~ 1-'L9 · 5TAT-£ F1t2c:. ·t,Vff'Jfl.Sf-/AL f-lPfJILiJvl:P 1
)
~ 7. -Fi.re Extinguisher Requirements: 1 _
--~ _,. . . . .-~One 2A rated ABC extinguisher· for each taOD D sq. f~. or portion thereof with a travel distance to the nearest
-,.. extinguisher not to exceed 75 feet of'travel. · ·------· ----
D A_n extinguisher with a minimum rating ·of ___ to be 1.ocated:
D Other: ___________ --'---c'---:---------------'--,~--'---~-----,-
--8. Additional fire hydrant(s) shall be provided--~---,---------'---,...,..------,----
·EXITS
·_._9, ·Exit. doors shall be openable from the inside without the use of a 'key or any special knowledge or effort.
__ · 10.
.i._11, I ,.
A sign s~ating, " This door to remain ·unlocked during. business hours'; shall -be placed above the main exit and
doors · ·
EXIT signs (6" x ¾" letters) shall be placed over all required e~ilts arid directional signs located as necessary to
-clearly indicate the location of e~it doors. ·
GEN~RAL
__ 12. Storage, dispensing or use of any flammable or combostible 'liquids, flammable liquids, flammable gases and
· hazardous chemicals shall ·comply with Uniforn:, Fire Code.
___ 13. Building(s) not approved for high· pileq combustible stock. Storage in closely p·acked pries shall npt exceed 15 feet
in height, 12 feet on pallets or iii racks and 6 feet fortires,pl'astics and some flammableliquids. If high stock pil-
ing fs to. be done, comply-with Uniform Fi~~ Code, Article 81. · . · ' . .
'--l-14. Additional Requirements. . . _ _
/) PLfli\.L..S. A6\Ji) St'& 1 fie At7 ovs.. tv!L .fJrJ L/ Kt7.11 S:.1 oru s. TD fllfl£ vvt
__ 15:
-'S yi'TE'Wl -S HAl.L · Be SW3 n,,uTTEJ) . r -
2) d.o1crt-1iJ.otlS. ,1_!:J' I~ I Dl C.vt.Mnc 7 SJ/rrU. Oo.U1;0L7 t.,u177-I
· U·'i3L 33DS . .
:::S-1 IYl R 0-IIA fl-1\)
JOlo7I l~oset..L€ $.T-=Frzc)u
Sr--1,u iJi €60 CA '~J,. I Gl.l
Date g/Z{n/9 j • ~ r l
__ Attach to Plans
'',.
/
SILLMAN/ WYMAN & ASSOCIATES
ARCHITECTS Ir ENGINEERS
10671. ROSELLE ST., SUITE 200
SAN DIEGO, CALIFORNIA 92121
(619) 4!53-4320
JQB_V_t~u..A.=....""--,..__'CE:.=..<--..CG: ....... ....,:_IZ.:..,L:5=.i:l;=,=A'-"-=O=----------
SHEET NO: ___________ ..,_ OF !!!J
CALCULATED av _________ _ DATE ________ _
CHECKED BY-----------DATE--------
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PRODUCT204-1 {Niflls) Inc. G1oto11, Masl 01471
SILLMAN/ WYMAN & ASSOCIATES
ARCHITECTS • ENGINEERS
10671 ROSELLE ST., SUITE 200
SAN DIEGO, CALIFORNIA 92121
(619) 4!53·4320
JOB------------------------
SHEET NQ: ___________ ,Z,_ OF=d..__ _______ _
CAI.CULATED BY _________ _
CHECKED BY-----------
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SILLMAN/ WYMAN le ASSOCIATES
ARCHITECTS • INGINHAS
10671 ROSELLE ST., SUITE 200
SAN DIEGO, CALIFORNIA 92121
(619) 453-4320
JOB-------------------------
SHEET NO'.-----"------~-OF$
CAl.CUl.ATED BY _________ _ DATE ________ _
CHECKED BY-----------DATE---------
SCAl.E
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10671 ROSELLE ST., SUITE 200 SHEET NO'.---'--------_,_""--OF-'O=---------
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_. ·,.::; '.=>>-:207S~&{f~liri'1~Pr{i~·-:~·t.:.~_:r,.:'.:,.-c.'-;.,-.--.. ~'_;··:·:2s_6Q;:Orion.Way"_· .. · · ._ :· .· : :<:.;.-·:·. ' .,"_; J3~:tl_sbaq{CA'cj>iQ08(~-:::--:~/:-:·::'\·:c.~~-~,---. ~:' \'.t ·.:~._:__. I ;J)arlso.~d;'' CA-· 9~0.98
: • ' ····: •" h •• .Bear .Mf. .. -·Oranyak,~-;Mr .. --srmth-., .. ·:· .. ., ' <··· '··. ',•' .. L':° . .' ,. .
;·,._:>. __ -./ ... __ :~-/:~-/~~t:.}\,~,~<-._;· ~:::.-~t)·1/"))-:/~~,~T\~·>, _.,:·\~?/\) .:·t/-::/_~~----_\ _· ··. · , . . <-. . . :
... _.~;:, : .. ,-"~·:-:)W~:'.~~y~_?1:evi~~ed"~P-e.' ~~qti~¢Ilt~rits :QL~---i9-a9-.-~sJt tH~t~s Jo ~ujldings ·A_ & C at L3:s
. : . '/::·.1.;.-:-~· ; __ t· ~ :,_ ··c V.ill~f de:,~_a:'i:lsb~cttJ1}~}0J.lt-:h.11'i!~rsia~91~g=·~Ji~(~.~uil<.\higJ1:~wsing non-amoulatqcy _persons .·_; ::-r:-.~::~: :· ·.; -~ ·:{ Qit_': -~P,~:: se~'.9:ri~;:-~o_QJ; :;ajusfJ?~/lly,p_~ 'Y,/gµ~)1q1:1:f':: .c~.rtshµctio11, :: anq C be-fire sprinklered .
. ;· ... ,.: :<\:<~ \-)?[P,rig~~?f~~a~t·bi;qan¢e ~{~::-~ )9~?-.:.~-·-·ilpfef.q~i_ti,~~,--w:~--~~ye_._read :r<;urt Culver's (Esgi!
~ · .':. ---~ .. _,.;_:: ·\ ·.;Cot-p'0.taJipn}'lett~t--d~feff\f~bwc,1:ty-:~ti/ :l99f~~\'i<;twilltr:esp0nd:. to· pis <;:onc~rns about the·
:~ ::~:'_~ · ,-:·· ;i,_:='>'-~,-:_:ovi~1#it_1:g:~¢0J?StfuctroJJ~ wititprqposiqiJ.Iigtiw.;c~tfori~:1;0·-.11;i.~ --~xiit~ng:c0nstI1;1ction. ~or ease of
:. ;(: . ·;.;::~ ... ·{\~f:e_a~ijg -:'fie_ :will,:ttist_ ;fi,is;, ~~itqe_t~. witl{gi'.ift~piy.: j~eqi~td_iy {ollowing .... .'. . . . ' :
, ,~~ -:i: ).:<\?,.I~:~~~~~t-!\?\ ·.: --~<jr·/~/::X-~_).-·:}\-~~tt:\~~-.<:~-:>·.:~-:\:_-~ --~:( > · -· .. :·-.· ~--: _ ... _-___ :· :
· -\:~~-\~t~./··;;~:;i~;-~~~~\:r~il~-.~~~e;:s~o~-~tli)/i':·-~~1l:' .. \#~~i#~hii;~aJi ~n be requir~d to achiev~
;,. ·, •• r , " .. •• ., -·o· n' ;_1,;·ou· r' -c' on' s·tr·uct1··o··n ., , .. ' ... ~-'.; '>: : .·.' i· ·'e\ ,; , ·, • :.-. · • ' · ' • . . · . ~ -.. : -·... ~ ,.J ~ :· .. -: ...... :11; ~. -;•, . . ' -~ . ,.J '.:--... ..!",,,:, • _!-: , •' •. : · ., -... , .. 1... ·..,·,... ~ ~ -,. "' ._~ ~ . . ~ ; . . . ' ' .,· ;:; ::?r?~~i.J\J\;'f:i}Vt ::c:(?·}/:;tt{T:<·< .;.·.i. ·•. • .. ·'·. . · · •.
: ;.:.:_'..-<:.-: _ .. ;::~\Alth.~µgh(th,e:·.qrigih,_@il'it:ns'q:,eq~ii:~d)l2'!.'.gypsul)t qo~rd nri -2x-framing @_ 16" ·o.c. for. all
~~ > t} -..,_ ,-,.._-"•"1,"-•~? ~ ~ ~·-1' "• '' * ,._,• '•/•-J "-~, ..... I·-"-T -,.• '"" ~'J -•• • <· .. :.::· <. ::·/ :,, .... ~P.~f;~t~_q)v~lJ'si-~~~-:J~ptµc1fwaµ:,-p~~ffuc.ti~B,' ~as<dQ'rrfwitp: · Z:x Jraming with ,5 /8" gypsum _ . 5 ": __ ;_:: ')" <-~~·::'12q~iii_l)~9if~h'o\J;~~--::J~~,>re~1;1fr.~Q.~)W..~liff pt;.c.9,~id_g~~~' $1).a~ts,-.. ~nd &~a!r -e~1dqsures· wete _·.
;_~:} :~ :_-:· ::= __ ;· E~/< ·~"?flS~tpt~~t-4·'!.~;~ttf~¥!1$/~)1~ ft:8'~:typ·~/XJ:~,sp'.~ ~~-a~d).. -ln convets~tip_ns ~ith gypsµm : ·· . .' ;· .. _,:~-:· >, ·':-j_·l)_o~td' Jli}ttiufactutets -~n:r.l ~wcLStt)'.q~.O,::•W~oh~v.~ -lea;rjied0'.that p_oiH:;ated. $/8" ·gypsum, boaF_d · --r.,.i.;. 1,.,... .-. ;,-• _ )·..: ... .),· .-,_., .,.,,. __ ••••• ~-,. _ ... -,.,.~ __ ,..,_..,. '; .,,.,.? ."-~t~.-·.,. •· •., .. ~~ ' , _ .... . <: :·.:_ · .. :_'. '. '._.:f<~::Ji~f.:~t?r}?~e)?:}'!_laP.~t~£ti)r~J1)~_:'1h(-last-'t~~j~<;wrs.~. 'Yl_~e-sp,spe~r tpe· ,gyp&uin ~_bard -used. for· ; .
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__ ;. ;' ,,:.-.:-. '.>watt~<:itlsJ(trctfQti~a;fVjlla~:matR~: 5}8''.· typ~f',~-~-~, A-v:isu.al-test sb.oul<,1. be ~ade to: _verify the .
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-· . ;·\·::_-._·:--,'· :a~~eiybU~s :we.-~t~ .invat~ -0f.,1J~qµJr,~')h¢:-~~all t~(.-be Fife·-Code C .("Type X")~ It .appear~
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\',{\~~~}tt}:{;}{:;}f:f ;'.Vi_.~ h:if \(f i}):::fBI'~ ~: .••.• ' ..•. ·.· ...•. · '. . . ..
'· · ·:·. ,.. -.. "_, .. " .... , '· :,;· .,, ---~~.:-, ,, :: .·· · , .. _,. ,. S I'L L·M.-A:N·/ W YM·-'A-N-· I~ C · ·· , ., ·
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... _; "·, .. t :·. }:' < --> > ;9699·~~piis:~$tr\!~t; ~~ite_ +_:90/§a~J;>:tegci;-t~Hfoihi~_9~I~f-~ QEf\Cf:.(619) 45~-4320,.FAX (.619) 552'-1563 ·
·. ·.-·. _. --~ .,,,. :.;;:··,•.' ,:·· ·,,· ;,:·c,,·.. .:_.J;~rr-y .. J~-:§illqi;ip:,.A..I:A,,.Arcnitecta.-Bruc;:e.H. Wyman,R.C.E. ' .· ; "\, '. \:tt;. }~\\{~,:. ,_, tF:tr/\~'\'#tfJ?"t'.< . .. . . . . . . .. . . .
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; :/ , . ·. ': :~: :.): ?)if}'~: ;'we pt'Jp~se·. }httt . ._fh~;ar,~~~;pf .·t~~)1~n~Jiig:;$hiilt-l:>.e:siich·-lli~t the 'SUID, ~f th'e · ratios:·· of
·--?>: -~; : ..... : ,·::-,-~-~\-'·:~:r-tli~;ict\ia;l,-~f~~:_fpi:~~~a6J(~~:p~r~fr~:9pqrip~~~>:4iY-id~Q_'.by the total arlo'\\'.'atil~. area for
,/·:-·:, '.' :-:.· ;::".''_, ... ::,.·-,a,· .. ' ;'·fi\!l'' .. · • -t ·,.'·.' .. :.-.-, .· .. •.,,c;_:;,: 1··1··. :·.:~:-'.,·,'.'·, ::,c1:• ... ,·• .. ·:, , .. ,, ·:_, ·. ·.. : . ' . -.-.. , ... ,-.. ,, .. ,.,, .. _.:···~ .:.--•eac ~,sepa.ra e .. occupanq.,,su:a -noL~.exce.eu .. one.· , ... --: , . · .. . . . _\; t' \>' ;'t > ;-}:}ltj{{:-~ti~fe#f ~t}~~~c~4P)i.*fiP4iY.gl{giif :W~f ~d\tcgr:rictdfs· fs 16 p_roride tor the s.~fe ·:
< ·?·~·-. ·,._ i ,_.? .·:,: ::-:>-.)/, ;4'.~$9yat~f-~~tiy~1~-:::w,4o ~:ar~-;'.~l:ieptlcluejj'\7::13y· the -h#ure o{ the--~icensing-of tliis
/. \· ~ ::-. f _· .. :. ~·::·,._:_'\}/ Jt.oi!ity,,. l?-~ijrlqo~n/pi,tients-= ai(p0t= al1,o~e~l-1o:--;Be'··]1ouse4 'in-:thfa.building. . . ·
·,··. <--~---. ~\(tfv} ~>\~:~e\pi9_p9§ftp,pr9vi9,e:p}iIµ~·~ai&~a'.t(is:.ieqµµ:e,do;n.exit d_oors.. . .. · --·
)>· :} ;~ t:·(~'iif_-~;~;_:=Y~~\ ·f}j~~:}ti~e'j)t~~{Q~~m}i t~~]:~?~~:t#it7,:·'.l?-~f?-: }~~-~b:~c :-an~ the ·s_tate~adopted -
'.\·· · .:· : : -.:·:., · ._.-,, :: .·, '.. · .;pJ~bmg-: c;_qc;l~; ;~1.1-p~ed :· .. th.e: ~~se:, pf-..-,~0~;.µi_~talhc_. ·pipe~ We, propose that the .: :· > ·---~-'-< ·. · -~';jr),:_:.·\: >:::) cqp:s~c.ti_£iii: <?$' 1'4~ ~tl.ij4fag: .i0µ1~'li~~~,~f~: 't~1t(~ode ·4i ftirce at" ·tha,t tirp.e-and tha~ ";,, '• }' ... "• ::,,•.-:·J:•."'"l,·,:\.C,:a..,;the'·r'c·' ''•TI" ·w'·'· '. ••Tl',:Sd':,:: ;V;•,'.tn :_•;•-:, :-,,. ,, . • ' , ·.,·.-·. _ · -: _.-,.:->· ,·· _ :~: -:: :_,:--:+~.--.,__. -: .<]WP ... ~~~e .. a;_s--w~1:~~ >_·-~::·'. -.... _. , __ ~ ·-; ;._-· ,_ J -•. :· ~-. • . . -·• _ . . -_
_ ::~ _ .-, : : ~" \~-_. . _· :,~)\\:·: ·We,·:ha,ye-iioi'.:r~c~iypf:l '~a··:copy,, 6(ib~f~ ilccirpi~~. :qowever, we would like tff· review
i-.:·,_::~\:<-, ;-::.:: ~;~· :\:·:~-~·::tires~~ <fofiirtlenfs:<aria-:i-esp0ud~'.to·:tliefu.-as;s0.dn"ias' pos'sibie-. · · -. . · . · -· . ;~\-··;t?,~~;~~~.\J/f},1.:;/f\.{f:t;A:;:{I'.. /; ·. ·• .·· •. ·.. .• ·.•·· .·· .. · .· · .. . · ·
.. ~_::,_-,-_ .:_'. · :_:\ ~·./~~:· .. ;,.\.In: '.~~l~(Z4,,, :~!(~.)111cro-1>;it;:~ut;.:~it((lj~t_ ~U:st ~~~-:accessible_ for the· dtsa"bl~.d is much
:··-::,_ <:_ :· i· · :: ,: :, ~-:::_:::-··:::/Jiigb'.er:f9~?.J~ ·.opcµ.J.)!(~c(e~jlianf."J{(Jtogciipancies; .'F(;)r Jhe. "I" occupail~_ies·, 10% of
;I' •'•I ~,,..1~• ~,-,.-:--, .. ra.:,· .. -.~,_ .~.,-• __ .... :,• ;. :~,'".._•~,,,.,., ,-'-,;: .,_:•~ ~"',-•.:: :--1'" • 'L•,:-~ ,.,,r,• ', ~ • • ' • • .-: ,: · .:,.J·· ·,; c_..·:·,-tue.-,units,'-must:compJy~, ---..v,-:.:·.-s .. ''-.; ·-,:·',-,. ·:-·:· ~ ' :·· .. '. · --. -· ~;/t?}?i~i~J:;'i/)Y';:'}{tt1}:i:f:/{?J''. .·.·{ .,· ... · . • .• ·.. · .· .•
~--':: -.";)·/?: -~ / ;'~JJ: 0{ tijf :epS·t})l_g::iwlth~r¢Ji~~a{~a1{~c~es.Sibl¢;aD,Q, ·p.aYt J?eeij. designed-tO be handicap ' ~~'-_ \,(/·{-~~·rtt~\?~!i~~\Et:~~/:t·:~~~\;:_-~ .. -ti: ~:·_;:/D.f ~(~:{'.t;~/:··~:<---/-:::~--_-·:;~_ .. --.. : -· -... : · ---. · ·.
· . _,:-:-,. .' · .?\\·: :Jh-)!aqitiort)o\W:~Gajv~tis/~o;ioi:ttjs,;w~:.-;would .. :a1sQ:P¥9P-os~ · the f9Jimyiq.g to comply. with )( -:~(;)--: f ~:-j\~~f.t~·~i:·.r_'.)::~,J::~_·:~~_i/\\)\/;~_;~~---t-~}~{}};{:j/~;~:::::: / ~-~:. • ... ·_.· -·_. . . ' .-. . .
:: , __ ~-:_" .. ~-:,:~~ :\~};~:-z_}~~j~itW/~t~~~fr/~r \~µ/~:~i1i. :~kp~s~1~---:~wr~~~il:f:~~-~npp:u_t~ rated cfooi:s acr9ss the
,/ .'-~-;·_ ., '~ :~·_,'.·?-' ''.. ; . ~::~-:~C!}rt14ot: prrt4¢l_s~qo!]-d::;flb.q:1;-f of:BJ:lild~g:_{;;' --~s,-w0ul<:l. l\Ii-riJ th~ .ind~vidual ,are~_s of ' :.( <-;-_: -~,~ -~ ::_.J:' ·s.:}::.\~ ·: -~lteJ?-~Jt~girtR-,cie&s)h:'~iJ\~~~qo9; ·tf., ~lt~:;i51,9~9e: t~~ r~quirect sm0k~ b~rrier. These·
-~ ·:; ~::;';,; ,; :. /.' ::·<;_::~_ ;./ --<·sJJio~~-.\4lfqrs.::.s~~tj19t)?e.,~q~atet.f gµj~tly,.~~oy~ ;t_~e-.-sm~ke -do(?rs_ .at t~e: first ~oqr.
:-'"-~ ·~:~:.":-... ~_ .. ~\~~·\;~.:_-~,:~\: .7·<,.t.t·:·-~::~::~ :<·.~.2-~--~·::=:-~-~ .. ~--~<,'f;"',,;_,-!i~~.-~:::')'./•,t~~-~ .. ::.:::~: ': · .. -~~---. . ' ---
.::_·. '.·~: .· '-~.!i~/ .. 'i~·_;;).:.~~tli~:hrrit~::~j{d:· th~-t~tn.ili~tl~~r~·as~~tlix~iiil~(~on:tain"_strioke c:Ietectors._: We propo·se-.
;:. : ~~ :: · ::; \:-'_/ ::' .·. :~: / ~:ih~st}'-cij_tlgt~i/fB~',wi_i~ii--'ba:t:l(tq ·tlie:.:~¢i~µcfator paneL · . ··. . . . · · ·
:.:~-::::·s.}~-:_\:· .:·._::;·_;:_-/~i:> f~ .:\.:-:t-./:'l;.-<::::-i/'.;:~";:::(,{_~_.·rit ·J/L->i;~:··/:::~/?:) > ·;: ·. ·::.~ -· ·. · . · . .-_ : ·. . .
_ ·. :: \<. .~-:. -·::; \ <Y'·Wl belief~ :ih€la;boy~\m6tli:£ic~tfbnSiclntl/tji!/t~-#stfug-:cori.4Itions wouldpiovid~ a.building that ·
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,;·_y-:· ._ . \-:,;.fy:-, :,--'--~e Jype Yl/P_nef'lioµr -~R:t;r§ttµ.Qt~Olf.;,tpr9u.gh0ut. ·: , . , .. _ -. '\" ··':·-·.,:,:t-~--/?\/,_:)}t>-·-\·::·:.::~;--··:/)~ -/:~/~J<_;_';~;·:.\~;:·~:~-<~~) ·-:·:,'.'_-·_-:··· ;_ ; .. -., . . . . . .
:~-: · ._, )B.:~. · :, :;~1:J:aye .iilS.t~IJetl· a, -St-ate ;tire :tnafsn.aJI;~ppr6~e.tLa~4 lJst~-a automatic fire ex#nguishing }/':, ·. :<'I\\";?fW~!~~~~\~".;:/tYf{;)?i7:\· ) i , : · .·. . . . . . ·. : _,~ ;-; -. ---~---~ . .:'" >-~ o.:: ·.:-'-·:;. Jj;lxe·'a~:~ne:~Ji9µr:ta.t.~·,;ko¢~\i'.y_a,i~i ~~paf~fL01i,-~pri:I' Jh~-·6X.istirig R-i ·occupancy to. the
/~:'.>·· .·. // ::/-.::"-.~~ ,·,:<_ . ., -'.propb~e'{}__ .. b:ccripancy/·:-f•/6··.~ ·,/::,,; .. t>-.. _-_-: :· · .. : ,<' ·': :,~ ,_ --~ · , · . . . --/ :-.:-. ·· ·-·-::.-::~::·.r .. ·-j~·;':<}i ?·:/~-::.-:_ .l:-:-_ .. ,·~.,-t~:y:_)\-'.>::'.\~~.-)~--~:t>-> \: ,.._<-' ·-__ -__ . ·_ · ---· ----.
. ,-_ ': 1.-<·. ~\ i'.:l?:':,_./ :_~$<J:ve~ii?,stil{~e; ctSt~t~;·Eiie:Mw§liiriFa:p.pri1:v:i~,ap.d_liifted ·automatic £he alarm system. ~-~-.> '.,:·:·,:_-~--.:_:·;,~·,:_;~-~~:~\->}/,\f:'\;_.:·/\?/\./;-::-.:.~;(?-'-,/)-.\\·.,.··p-:,-, _.:'G\,:·;~.-; .--·: ... ,. . . -·_ ..
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City of Carlsbad
. K-l•heh,hhhC41•1M4t•1•ieet4UI
February 15, 1991
Mr. Ron Mc Elliott
Income Property Group
1060 Eighth Avenue, Ste 405
San Diego, CA 92101
VILLAS DE CARLSBAD
Dear Mr. Mc Elliott:
Pursuant to your letter of January 24, 1991, requesting a review of Assembly Bill 1989 and
how this legislation would apply to upgrading the second story of Villas de Carlsbad to
. provide "non-ambulatory" care, the City has completed its initial investigation.
Upon review of your original building plans of the second floor, the City, in conjunction with
our Code consultant, was able to develop the following list of issues and/or concerns which
will need to be addressed by you and your architect:
1. The walls are shown with 1/2" drywall. Additional drywall will be required to
achieve one-hour construction.
2. The floor-ceiling assembly is shown with regular 1/2 " drywall at the ceiling.
All assemblies will require the drywall to be Fire Code C (Type "X"). It
appears that additional drywall will be required.
3. Items 1 and 2, if corrected, will provide sufficient dead load to the structure
such that additional design calculations would be needed in order to evaluate
the effect. ·
4. Furred ceilings, where they occur below the rated floor ceiling assembly, must
be constructed of noncombustible materials or fire-retardant treated wood, per
UBC section 4203.
5. As an alternative to item 4, if the rated membrane for the ceiling "wraps-
around" the furred areas, then neither non-combustible framing nor fire-
retardant treated wood would be required. However, by establisl).ing the rated
membrane at the bottom and sides of the furred area, fire dampers would be
required at all mechanical penetrations there, per UBC Section 4306 (j).
Required access panels to the fire dampers may ·also be an issue.
2075 Las Palmas Drive • Carlsbad, California 92009 • (619) 438-1161
t
Mc Elliott
February 15, 1991
Page 2
6. The third level balconies are shown as covered with "Elasto-Deck". We are
unable to identify any ICBO reports, or equal, for this product to achieve one-
hour construction.
7. Parts of the floor-ceiling assembly show a suspended ceiling. If this suspended
ceiling is to be the one-hour membrane:
a. The system must be from an approved manufacturer with a
listing to achieve one-hour construction.
b. Recessed lights occurring there, would require a drywall "tent"
to maintain the rating.
c. Mechanical penetrations there, would require fire dampers to
maintain the rating.
8. The outside air ducts extending to the roof would be required to be in shafts,
per UBC Section 1706(a), (Exception 5 therein does not apply), and to
maintain the occupancy separations required between the "I" occupancy and
the "R-1" occupancy.
9. There are other incidental detailing requirements typical for one-hour
construction:
a. The integrity of the one-hour walls must be maintained at
medicine cabinets, electrical panels and fire extinguisher
cabinets.
b. The drywall at one-hour walls must extend behind abutting
fixtures such as bath tubs.
10. Since the second story is proposed to be converted to an "I" occupancy, the
provisions of UBC Section 502 apply. Specific concerns are as follows:
a. UBC Section 503 requires an occupancy separation between the
second and third stories. Penetrations of the floor may be an
issue, and must be addressed as per UBC Chapter 43.
b. The actual area of the building must be compared to the
allowable area, per UBC Section 505, considering the mixed
occupancies.
Mc Elliott
February 15, 1991
Page 3
c. UBC Section 3321( c) requires corridors to be eight feet wide.
d. Panic hardware will be required per UBC Section 3321(f).
e. The plumbing materials must be investigated to verify metal
piping was used, per the state-adopted Plumbing Code.
f. The electrical wiring must be investigated to verify compliance
with the NEC.
As previously mentioned, we would suggest your architect verify these items and develop a
mitigation strategy. Once these issues have been addressed, please feel free to contact Mike
Smith, the City Fire Marshall; at 931-2141, extension 2125. He will be able to facilitate any
future meetings with City staff.
Sincerely,
Community Development Director
MO:CH
c. Fire Marshall
DEVELOPMENT• CONSTRUCTION
SYNDICATING • LEASING • MANAGEMENT
WE DEVELOP AND CONSTRUCT
BUILDINGS THAT WORK FOR A LIVING
1060 EIGHTH AVENUE
SUITE405
. SAN DIEGO, CA 92101
(619) 234-4316
11 IJ INCOME PROPERTY GROUP
VILLAS DE CARLSBAD, LTD.
Mr. Mike Smith, Fire Marshal
City of Carlsbad
2560 Orion Way
Carlsbad, CA 92008
Re: Non-Ambulatory Occupancy Approval
Las Villas de Carlsbad
1088 Laguna Drive
Gentlemen:
January 24, 1991
Mr. Martin Oreriyak, Bldg. Official
City of Carlsbad
2075 Las Palmas Drive·
Carlsbad, CA 92009
In 1987 we completed construction and opened Las Villas de Carlsbad as a 153 unit
residential care facility for the elderly (RCFE). We continue to own and operate this-
very nice complex.
Because of the "aging in place" phenomena and the fact.that the average age of our
residents increases annually, we have found that there is a tremendous need within
our facility to offer another level of care called assisted living. Before the Department
of Social Services, State of California, will isuue a license for an assisted living unit
. (ALU), the local fire marshal must allow non-ambulatory occupancy in those areas
to be licensed.
As you know, we are currently licensed as an ALU on the ground floors of Buildings
A & C. Although our capacity and approval is for 49 non"'arribulatory occupants in
these two areas, we are currently at maximum occupancy with a total of only 26
residents (many double occupancy rooms with ·single resident). · · ·
The demand for assisted living care ·is tremendous. We need more ALU's at Las
Villas de Carlsbad to accomodate our existing residents as well as new.
It is our belief, with the advent of AB 1989, that we can now qµalify· for
non-ambulatory occupancy on the second floors of Buildings A & C, double our
ALU's, and satisfy our need. ·
Mr. Jim Roemen, Sillman/Wyman & Associates, and myself met last week with
-1
!
Mr. Mike Smith
Mr. Martin Oronyak
January 24, 1991
Page Two
Curt Culver at Esgil. It was Mr. Culver's opinion that we needed to make a few
modifications to each building in order to conform. Originally, Bli!ildings A & C were
constructed as Type 5, one hour with the assistance of fire sprinklers. ,1 now feel
comfortable that we can achieve the Type 5, one hour condition without the help of
the fire sprinklers and therefore comply with the conditions of AB 1989.
I have enclosed for your information a package of inf9rmation frotn the California
State Fire Marshal's office. It includes a copy of AB .1989 and a series of questions
and answers. I specifically direct you to questions 5.A and -8.A.
I would like to arrange a joint meeting as soon a possible to discuss our request. I
will contact you next week. ·
Thank you for your consideration.
Enclosure
RJM/ws
Very truly yours,
VILLAS DE CARLSBAD, LTD.
Ronald J. McEUiott
B U I L D I N G P E R M I T PCR No: PCR92030
Project No: A9101214
Development No:
06/11/92 15:18
Page 1 of 1
Job Address: 1088 LAGUNA DR Suite:
Permit Type: PLAN CHECK REVISION
Parcel No: 155-272-19-00
Valuation: O
Construction Type: NEW
Lot#:
8037 06/11/92 0001 01
C-PRMT
Occupancy Group: Reference#: 91-986 Status:
Description: RELOCATE BATH/REMODEL STORERM Applied:
Apr/Issue:
Validated By:
619 234-4316 7
FINAL APPROVAL
02
163-00
ISSUED
05/18/92
06/11/92
SBB
INSP. __ DATE _ _.
CLEARANCE ____ _.
CITY OF CARLSBAD
2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161
DATE:
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DI :EGO, CA 92 I 23
(619) 560-1468
JURISDICTIO
JURISDICTION: . Ca c/15 heel PLAN CHECKER
OFILE COPY
QUPS
ODESIGNER
PLAN CHECK NO: SET: 7T;
PROJECT ADDRESS: /0&$ Layuae Q c':·
PROJECT NAME= Sfu,ce,reoro l&+ticrz<?nq 4Lna?d~/
D
D
D
0
The plans transmitted herewith have been corrected where
necessary and substantially comply wi tl;l the jurisdiction's-·-..
building codes. ·
The plans transmitted herewith will supstantially comply
with the jurisdiction's puilding 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 applica~t contact person.
O The applicant's copy of the check list has been sent to:
--""'----·---1:
~ Esgil s·taff did not ad.vise the applic:a,r,yt,. contact person that
plan check has been completed.
O Esgil staff did advise applicant that :.the plan check has
been completed. P~rson contacted: --,.-----------
Date contacted: Telephone i ---------------------~ REMARKS:. /\J 0 ±e, lj 00 sbe:e+ A si< b<={.s been arn1±h·d
7111':;s ;:;,b:?<& /,,t bL ve:c,'.£; c: d ,aitb ±be I .
By: £dt2Jver
ESGIL C0RP0RAT'ION l;j
Enclosures: Ca±y-etJ~,-,,..v.ecf o}q..y,.-, r, . I
0GA ·OcM
DATE:
ESGlL CORPORATION -
9320 CHESAPEAKE DR., SUITE 208
SAN DIE.GO, CA 92123
(619) 560-1468
JURISDICTION: CARLSBAD JURISDICTI N
PLAN. CHECKER
OFILE COPY
OUPS
QDESIGNER
PLAN-CHECK NO: 9 I-9 $l" RE\/ SET: I
PROJECT ADDRESS: · 10m, L~u.n~ De
PROJECT NAME:· S:bce.x:::o<2M-/B.::..+t,.c,;,,:pm, Red()/) ao{ « l
D
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The plans transmitted herewith have been corrected where
necessary and substantially comply with the .jurisdiction's
building codes.
The plans transmitted herewith will substantially comply
with the 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 fo-r your information.
~ The plans are being held at Esgil" Corp. until corrected
plans are submitted for recheck.
-.D The applicant's copy of the check list is enclosed for the
jurisdiction to return to the applicant·contact person.
~ The_ appl_icant·'_s copy. of the check ~ist has been · sent to:
. _ Yi lie:;, k c~,uc:l:r,~eel (0toO ~ A-v~,) #: 405 .,•:.
50iM D, 'd O er a I oJ .. , .
~ Esgil staf·f 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:· £art~
ESGILCORP0RATION · s/1,,(
Enclosures: -----------
OGA DcM
l
PLAH CHECK NO. : _ _;9..:.l-....a._'1 ..... <8:;....,4,..._·KE~ ... v'--· -------
JURISDIC'IIOH:_ . ...:CARLSBAD===------------
m: ___ V~: _;_t\_~_s----c)...,_ ___ G~~-c~'~=b __ qd__.=-=--
PROJECT DATA
OCCUPANCY: __ ...:;r=..:./_:.K_---' _________ _
BUILDING USE: ____ C_a'--'-'rG:::~ .... k___,__""'C._/ .... /t~t/-------
TYPE OF COHS'.IXUC'IlOH: ___ 'ffi......_..._\ .... :;,s ___ --e._.o(..._....__ ____ _
ACIUAL-ARF.A: ____ /J.......,./ __ s:,,-. ______ _
,AJ.IDiiABLE ARF.A: ___ .,_N ..... · ~le--<.__ _____ _
Sl'ORIES: ______ tv ___ { __ c.,... ______ _
HEI~: _______ __.,N ........ ,__ __________ ---'_
SPRIHKLERS: ___ ---,-,rJ<.:-.:.f~,-------
OCCOPAH'i LOAD:. ____ ,,,..,,___,AJ..:;....:..;I C---=--------
REMARKS:..,.... _____ __. _____ ..,.._ ____ _,,,_
Date plans received by jurisdiction:
Date plans received by Esgil Corporation:
s/z.i/qz
Date initial plan check completed:
___ s .... -..... !2&.___.{ ...... q __ 2--___ By:_~~-j ..... r_+~C-f ..... l ...... ,ce_,.-,-_
Applicant contact person:
_ _______ T.el. .9. 3 '-I-'-f:,:, I?,
FORF.WRD: PLEASE READ
Plan check is limited to technical requirements
contained in the Uniform Building Code, Uniform
Plumbing Code, Uniform Mechanical Code, National
Electrical Code and state laws regulating energy
conservation, noise attenuation and access for the
handicapped. The plan check is based on
regulations enforced by the Building Inspection
Department. You may have other corrections based
on laws and ordinances enforced by the Planning
Department, Engineering Department, Fire Department
or other departments. Code sections cited are
based on.the 1988 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), 1988 Uniform Building Code, the approval of
the plans ~oes not permit the violation of any
state, county or city law.
To speed up the recheck process, note on this list
(or a copy) where each correction item-has been
addressed, i.e., ·plan sheet,_ specification. etc.
Be sure to enclose the marked up list when you
submit the revised plans.
NOIE: PAGE HDMBERS ARE IfO'J: IK SEQOENCE AS PAGES HAVIIC NO IDHS :NEEDING CORRECIIOHS WERE DELEIED.
LIST NO. 56 CARL$BAD TENANT IMPROVEMENT WITHOUT SPECIFIC ENERGY ZONE DATA OR POLICY SUPPLEMENTS, 1988 UBC
tV Please make all corrections on the original V .tracings· and submit two new ·sets of prints, and
any original plan sets that may have been
returned to you by the jurisdiction, to:
I·
I·
I·
/·
f
/·
Esgil Corporation, 9320 Chesapeake Drive,
Suite #208, San Diego, CA 92123,
(619) 560-1468.
Please make all corrections on ·the Qriginal
tracings and submit two new sets·of prints, and
any original plan sets t;.hat may have been
returned to you by the jurisdiction, to:
The jurisdiction's building department.
Indicate on the Iitle Sheet of the plans, the
name of the lega~ own_e., and name _. of person
responsible for the preparation of the plan~.
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 ad9itions. Please
include the California license number, seal,
date of license expiratiop and date plans are
signed. Business and Professions Code.
Provide the correct address and suite number of
tenant space on the plans. Section 3.02(d).
Provide a note on the site plan indicating the
previous use of the tenant space or building
being remodeled. Section 302.
When the character of the occupancy or use
changes within a ·building, the building must be
made to comply with .current Building Code
requirements for the new occupancy. Please
provide complete .details to show the building
with comply. Section 502.
UBC Section 304 requires the Building Official
to determine the total value of all
construction work proposed under this permit.
The value· shall include al,l 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.
7/10/91
f· On the first sheet of the plans indicate:
Iype 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. Ihe
· materials listing should be stated in a form
that would make classification in Tables 9-A
and 9-B. possible. The building official may
require a technical report to identify and
devel9p methods of protection from hazardous
materials. S~ction 90l(f).
If control areas are used for exceeding the
exempt amounts of hazardous materials from
Iables 9-A and 9-B, they shall be constructed
of not less that required for a one-hour
occupancy separation •. Section 404.
The number of control areas within a building
used for retail/wholesale stores shall not
exceed two; the number of control areas in
buildings with other uses shall not exceed
four. Footnote 1, Tables 9-A and 9-B.
The aggregate quantity of any hazardous
materials "in use" and "in storage" shall not
exceed the quantity li~ted in Iables 9-A and
9-B for "storage". Footnotes 2 and 3, Tables
9-A and 9-B.
Provide a statement on the Iitle Sheet of the
plans that this project shall comply with
Title 24 and 1988 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 ·a1 tered. 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 sepaxation. walls, demising
walls, shafts or rated corridors. Identify
and provide constructi-0n details for proposed
new fire rated walls.
Specify on the plans the fire ratings of
assemblies to protect proposed openings in
existing or new fire walls.
2
'. l.
Identify existing walls to be removed, existing
walls .to remain and proposed new walls.
Identify bearing walls., non-bearing walls, and
shear walls.
~-Provide a section view of all new interior V partitions. Show:
(a)
---(b)
(.c)
(d)
Type, size and spacing of !ituds.
gauge for metal studs.
manufacturer and approval
indicate 11to be ICBO approved11 •
Indicate
Specify
number or
Method of attaching@ 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 provide~ on the
walls from the floor to a height of 4 feet
around urinals and within water closet
compartments. Section 510(b).
Note on the plans: 11All interior finishes must
comply with Chapter 42 of the UBC11• Specify
"Class _______ flame spread rating (minimum)
'for---------------II
Lateral bracing for suspended ceiiing must be
provided. (UBC Table 23-P) Where ceiling is
not supporting interior partitions, ceiling
bracing shall be provided by four No. 12 gauge
wires -secured to the main runner w:i:thin 2
inches of the cross runner intersection and
splayed 90 degrees from each other at an angle
not.exceeding 45 degrees from the plane of the
ceiling. ·A strut (adequate to resist the
vertical component from lateral loads) fastened
·to the main runner shall be extended to and
fastened to the structural members.of ·the roof
or floor above. These .horizontal restraint
points shall be placed 12 teet o.c. in both
directions with the first point within 6 feet
of each wall. Attachment of restraint wires to
the structure ab9ve shall be adequate for '.tile
load imposed. UBC Standard 47-18.
' ........
2/15/90
f
-t·
{o.
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. and no
horizontal dimension exceeds 60 L.F. (if space
has sprinklers, then 3,000 s.f. and 100 L.F.).
Section 2516(f).
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 3,000 s.f. and no
horizontal· dimension exceeds 60 L.F. (if space
has sprinklers, then 9,000 s.f. and 100 L.F.).
Section 2516(f).
Stor~ge 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.
An automatic sprinkler system shall be
inst!illed 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.
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
interior doors. Section 2-3304, Title 24.
Specify lever-type hardware for passage doors.
on floors accessible to the disabled. Section
2-3304, Title 24.
If both sexes will be employed and the number
of employees exceeds four, provide separate
toilet facilities for men and women. If "both
sexes will be employed and the total number of
employees will not exceed four11 , and only one
restroom is provided, note the words in
quotation above on the floor plan. Section
705.
In areas where the occupant load exceeds· __ , two exits are required. See _______ _
Table 33-A.
3
3f·
t·
+·
4~.
Provide an exit analysis plan (may be 8 1/211 x
1111 -or any convenient size).
Exits should have a.minimum separation·of one-
half the maximum overall diagonal dimension of
the building or area served. ·section 3303(c).
The maximum number of required exits ang their
required separation must be maintained until
egress is provided from the structure. Section
3303(a).
Rooms with more than 10 occupants may have .Qlli!
exit through .Qlli! adjoining room. Revise exits
to comply. Section 3303(e).
Exit signs are required for exits serving an
occupant load .exc~eding 49. Show all required
exit sign locations·. Section 3314(a).
Show that exits are lightelwith at least one
foot candle at floor level. ·$ecti~n 3313(a). ·
. Show the locations of existing exits from the
building and show the path of travel from the
remode_l area to the existing exits.
Note on the plans: "All exits are to be
openable from inside without the use of a.key
or special .knowledge". In lieu of the above,
in a Group B occupancy, y9u 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 3303(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),
Poors should not project more than 7 inches
into the required corridor widtli _when fully
opened, nor more than one-half ·of tlle required
corridor width when·in, any position. ,Section
3305(d).
Revolving, sliding and overhead doors are not
permitted as exit doors if the occupant.load
exceeds 9 or the exit door serves a·hazardous·
area. Section 3304(h).
2/14/90
t·
Exit doors from assembly rooms with 50 or more
occupants shall not be provided with a latch
or lock unless it is panic hardware. Section
3318.
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).
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 10
occupants must 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 except:
a. Corridors greater than 30 feet wide when
the occupants have an exit independent
from the corridor.
b. Exterior sides
balconies.
of exterior exit
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. 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.).
4
r·
fo.
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.
If non-rated corridors are used per Section
3305(g), Exe. ~, provide a reference tp the
corridors on the floor plan, noting:
1. Corridors are non-rated per Section
3305(g), Exception 5.
2. ·smoke detection system must be listed by
the State Fire Marshall and be a
supervised. low voltage system.
3. Smoke detectors shall be maximum 30' on
center.
' 4. 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 rated corridor system
commences,
One-hour fire-rated corridors shall have 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 o~ be automatic-closing by action
of a smoke detector per Section 4306(p). Doors
shall be gasketed to provide a smoke and draft
seal where the door meets the stop on sides and
top. Sect;on 3305(h),
Show rated corr'idors, lobbies, reception or
foyers cross-hatched on the floor plans.
Total area of all openings, except doors, in
any portion of an interior corridor, shali 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, approved 1/4 inch thick wired-glass
installed-in steel frames. Section 3305(h).
6/13/90
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 walls and ceilings. Section
4306(j).
®
t-
r·
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.
If a second door is provided
entry, note that it will be
from the car side without
special knowledge or effort.
at the elevator
readily openable
a key, tool or
Section 5106.
Provide evidence of Health Department approval
(for restaurants or for tenants using X-ray
equipment).
When nonflammable supply cylinders for medical
gas systems are located inside buildings, they
shall be in a separate room or enclosure
separated from the rest of.the building by not
less than one-hour fire-resistive
construction. Doors to the room or enclosure
shall be self-closing smoke-and draft-control
assemblies having a fire-protection rating of
not less than one hour. Rooms shall have at
·least one exterior wall in which there are not
less than two vents of not less than 36 square
inches in area. One vent shall be within 6
inches of the floor and one shall be within 6
inches of the ceiling. When an exterior wall
cannot be provided for the room, automatic
sprinklers shall be installed within the room
and the room shall be vented to the exterior
through ducting contained within a one-hour-
rated shaft enclosure. Approved mechanical
ventilation shall provide six air changes per
hour for the room. Section 702(b)4.
5
sf.
ELECIRICAL
Submit plan showing location of all panels.
Submit panels schedules.
Submit electrical load calculations
Indicate existing main service size.
Indicate existing total main service load.
Indicate new additional loads.
indicate wiring method, i.e. EMT, metal flex.
Show exit signs on the electrical lighting
plan(s). As per Section 3313 and 3314 of the
1988 UBC, provide two sources of power to exit
_signs.and exft illumination.
Provide receptacle(s) within 25 1 of HVAC units.
UMC Section 509.
Provide multiple switch lighting controls per
Title 24, 5319.
Provide an electrical plan for the alarm system
showing compliance .with criteria described
under earlier correction number 58.
Provide mechanical ventilation in .all rooms
capable of supplying a minimum of 5 cubic feet
per ·minute of outside air with a total
circulation of not less than 15 cubic feet per
minute per occupant. Section 605 and 705, UBC.
Provide mechanical plans showing existing and
proposed HVAC equipment, ducts and access to
equipment.
Detail access and working clearances to.HVAC
equipment.
Cooiing coils or cooling unit~ located in attic
or furred space, where damage may result from
condensate overflow, shall be provided with an
additional water tight pan of corrosion
resistant material to catch overflow if primary
condensate drain becomes clogged. Section
1205,. UMC.
One-hour corridors shall not be used as an
integral part of a duct system. This includes
the space above a dropped ceiling within the
one-hour corridor. UMC _Section 706(b).
PLUMBING
Provide gas
show;ng pipe
Section 1219.
line plans and
lengths and gas
calculations,
demands. UPC
1/23/92
t·
Provide drain, waste and vent plans.
Provide water line sizing calculations. UPC
Section 1009.
Detail how floor drain trap seal is to be
maintained. UPC Section 707 (floor drain trap
priming).
Show P & T valve on water heater and detail
drain line route from P & I valve to the
exterior. UPC Section 1007(e).
Show 1/411 per 1211 slope on drain and waste
lines. UPC Section 407.
Provide a drinking fountain at each floor
level in assembly occupancies (except drinking
and dining establishments). UBC Section 605.
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 flushometer valves, if
any, shall use no more than one gallon per
flush and shall meet performance standards
established by the American National Standards
Institute Standard All2.19.2. H & S Code,
Section 17921.3(b).
~
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 SUPPLEMEN'r
Floor drains must have auto-prime (City
Policy).
A grease interceptor is required. Show
-details complying with City Policy 83-34.
Roof mounted equipment must be screened and
roof penetrations should be minimized (City
Policy 80-6).
Condensate drains
(dry traps are
1/14/83).
must connect to a wet trap
not permitted). (Memo
Show fans are duct type; City Policy does not
permit ductless fans.
6
Romex is not permitted in industrial -or
commercial buildings. (City Policy)
No wiring is permitted on the roof of a
building and wiring on the exterior of a
building requires approval by the Building
Official. (City Policy).
All roof-mounted equipment shall be concealed
from view. Provide structural-detailing.for
the screening.
All panel boards. shall have a minimum 100 amp
rating or approved by the Building Official.
The minimum· rating of a service disconnect is
100 amperes.
The minimum -size conductor to recept~cles and
lighting fixt~~s-in conunercial and industrial
buildings shall b~ U12 Cu.
AC(BX) cable is not allowed in.group A, B, E, H
and ,I occupancies. (see Ord.-for -exception)
Only tank-type 1,·ater closets , . that , use an
average of. 1.6 gallons of water per flush or
less, and urinals and associated flushometer
valves, that use an average of l gallon of
water per flush or less shall be installed in
new construction. These provisions shall·apply
to existing buildings only when toilets are
being replaced in existing bathrooms or
installed in new bathrooms.
MISCELLANEOUS
fuo----:'l·Please _ fiee additional corrections or remarks 'J that follow.
~To,speed up the recheck process, note on this C7 list (or a copy) where each correction item has
been addressed, i.e., plan sheet_, note or
detail number, -calculation page, etc.
(,':;~Please indicate here if any changes have been
Qmade to the plan~ 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 c~ges beeri. made. to the plans not
resulting from this correction list? Please
check.
____ Yes ----~No
1/23/92
NO'.CE:
The following provisions are contained in Title 24,
Part 2, California Building Code, as adopted and
enforced by the State Fire Marshal. They are
provided here as a courtesy to assist designers in
developing the project documents. All applicable
provisions may not necessarily be included. Please
direct any questions regarding interpretations of
these provisions to the local Fire Department.
S-1. Walls of corridors and exterior exit balconies
in Group·s A,E,I,R-1 and C Occupancies having
an occupant load of more than six persons and
in all other occupancies having an occupant
load of 30 or more shall be not less than one-
hour fire-resistive construction. Section
3305(g)l.
S-2. Note on the plans t}1at approved floor-level
exit signs shall be provided. This applies to
A, E and I occupancies.
S-~. Area separation walls shall not be considered
to create separate buildings for the purpose
of automatic fire-sprinkler system
requirements as set forth in Chapter 38.
Section SOS(e)6.
EXCEP'IION: Buildings separated by continuous
area separation walls of four-hour fire-
resistive construction without openings.
Buildings required to have automatic fire-
sprinkler protection as set forth in Section
13113 of the Health and Safety Code (homes for
children or the aged) are prohibited from
using area separation walls in lieu of
automatic fire-sprinkler protection.
S-4. In educational occupancies, storage and
janitor closets shall be of one-hour fire-
resistive construction with openings protected
by assemblies having at least a three-fourths-
hour fire-resistive rating. Section 802(c).
S-5. Section 1807 should be reviewed for all high-
rise buildings.
S-6. The exception in Section 3318 of the UBC has
been revised so as to allow the omission of
panic hardware at the main exit in churches
(by using signage), only when the occupant
load of the church is less than 300.
S-7. If emergency warning systems are required,
they shall activate a means of warning the
hearing impairea. Flashing visual warnings
shall have a frequency of not more than 60
flashes per minute.
7
The jurisdiction has contracted with Esgil
Corporation located at 9320 Chesapeake Drive, Suite
208, San Diego, .California 92123; telephone number
-of 619/560-1468, to ·perform the plan check for your
project. If you have any questions regarding these plan c~eck items, please contact._,.----' _____ _
Corporation
Thank you.
Enclosures:
l---------"'-------------
2. __ a,.--.....,.--------------.....,_-
3.·---------~--------------
1/23/92
@) llf fM /,,,fu-st::-vl-r'on &~
the-5 It' 11 lx:fflrt WI f1i t'CK 31/~ //
bE:f¼2:'I. fta..cr"< ±be,' c C&a-t;,-+-ran S 1
alt? w n J add ti, e,,, ½E b@m rea cit~
?,Nd tbe<t1 c,,.h G v? tN /) & s -I-
8
d. The surface of ramps shall be slip-
resistant. 2-3307(g)
e. A 6011 intermediate landing is required
at maximum . elevation change of 3.011 and
7211 landing at each change of direction
(over 30 degrees). 2-3307(d,l)
f. Landings are required at top and bottom
of ~amps. 2-3307(d.l)
g. Bottom landing shall be minimum of 7211
in the direction of travel. Fig. 2-33-
llA
h. Top landing shall be 6011 x 6011 minimum.
2-3307{d.l)
i. When· door swings onto _top landing,
minimum depth of landing r~quired is
door width plus 4211 • 2-3307 ( d .1.)
j. Top landing shall have 6011 min. width
when door swings onto the landing, with
2411 on strike side of door at exterior
ramp, or 1811 at interior ramp.
2-330,(d,l)
k. Ramp. handrails are required on each side
of ramp, when slope ~xceeds l in 15. ·2-
3307(e.l)
1. -~ handrails shall be continuous,
located 3011-3411 in height -above ramp
surface, -with 1211 ·extensions beyond top
and bottom, and the ends returned.
2-3307(e.l)
m. Handrails shall be 1.-1/411 to 211 cross
section, spaced minimum of 1-1/211 from
wall. 2-3307(e.l)
n. A 211 high curb or wheel guide rail
centered 311 ± 111 above ramp surface is
required on both sides where not
otherwise bounded by walls when tpe ramp
exceeds·lO feet in length.
2-3307(h.l)
SPECIAL ACCESS LIFTS
a. ·tifts may be provided between-levels, in
lieu of elevator, when· the vertical
.distance between· landings, structural
elevator, structural design and
safeguards are as allowed by the State
of California, Department of Industrial
Relations, Division of Occupational
Safety and Health •. 2-5107(a) .
b. The lift-platform shall be of sufficient
size to acco111Dodate a wheelchair
(3011x4811). 2-5107(a)
c. There shall be a level and clear floor
area or landing (.6011x6011) at each level
for access to the lift. 2-5107{a)
,. HAZARDS
a •. Provide 8011 headroom from walkway
surface to any overhanging obstruction.
2-3326{b)
b. Headroom of
maintained for
etc. 2-522(£)
s61i minimum shall be
walks, corridors, aisles,
c. Pr.otruding objects with leading edges
between 2711 and 8011 above finished floor
shall not protrude more than 411 into
walks, corridors, etc. 2-522(£)
d. Free standing objects mounted on posts
between 27 11 and 8011 above the floor may
project a maximum of 1211 • 2-522(f)
e. Abrupt · changes in level exceeding 411
adjacent to walks, except between walks
·and adjacent streets or drives, shall be
identified by 611 high warning curbs above
walk surface. 2-3326(a)
0 ENTRANCES, DOORS, VESTIBULES AND CORRIDORS
I-All.primary entrances to buildings shall
be accessible to the handicapped.
2-330l{f)
-{ All required passage doors shall have 3211
clear opening at 90 degrees {3611 door~.
·2-3304(£)
At least one of a pair of doors shall
meet the minimum 3211 clear entrance width
requirement. 2-3304(f)
Threshold shall be no higher than 1/211
above the floor. Edge to be beveled with
a slope no greater than 1 in 2, if more
than 1/411 • 3304{i.l)
e/. Exterior level landing may slope .up to
/ 1/411 per. foot in any direction for
surface drainage. 2-413
1-Door hardware shall be of the lever or
push type, mounted 3011 to 4411 above the
floor and be operable with a maximum
effort of 8,5 lbs. for exterior doors and
5 lbs. for interior doors. 2-3304{c), 2-
3304(i.2)
J The lower 1011 of the door shall be of
;· smooth, plane surface (no recess or trap)
except at automatic and sliding doors.
2-3304(i.3)
Building entrance(s) shall be identified
by sign with the International Symbol of
Accessibility. Show location on plan.
The symbol shall be a white figure on
blue background. 2-522(b)
{1. At turnstile, provide an access gate, 3211
clear width opening, within 30 feet of
turnstile. 2-3304(i.4)
17:')There shall be a clear area on each side
U(f door, 6011 deep in direction of door wing and 4411 deep in opposite direction
f door swing. 2-3304(i,l)
· door .;>, L +z> she I v; ":j )
b. Doors (other than handicap-compartment)
are not to encroach more than 1211 into
above mentioned clear space.
2-511.l{a) .
c. Provide a 2811 clear space between water
closet and fixture or 3211 clear space
between water closet and wall.
2-Sli.l(a)
d. A 4811 long clear space is
front of water closet.
space is required when
compartment has a s~de door •.
2-511.l(a) .
required in
A 6011 clear
the toilet
e. Water closet compartment door to provide
3211 clear widt:ll ·for end entry and 34:11
clear. width for side entry. Door to be
self-closing. 2-511.l(a)
0SINGLE ACCOMMODATION TOILEI FACIL~TIES
I';."\ Water closet shall be located 2811 from a
\..:/ ,.fixture or 3211 from a wall. 2-511.l(a) ) ~ -thfs dr,e..:s~+ s C-A,\-e, a.+ ~,IP{ ..P./,,r rt?e?ft'\ -J; Minimum clear space in front of water
/ closet l?hall be 4811 • 2-511.l(a)
Jfa.
1-In an existing building, a single
accommodation toilet facility may have a
space 3~11 wide x 48 11 long in front of
water closet. 2-511.l(a)
GRAB BARS AT. WATER CLOSE'!
( a. One at side 4211 long extending 2411 in
front of water closet; one at rear 3611
long centered on -water closet; both
mounted 3311 above floor. Where a tank-
type toilet is used, grab bar may be as
high as 3611 • 2-511.l(a)
b. Bars shall be 1-1/411 . to 1-1/211 in
diameter with 1-1/211 clearance to wall.
2-511.l{a)
c. Bar fasteners-and mounting support shall
be able to .withstand 250 lbs./ft. in·
bending, shear and tension.· ·
2-511.l{a) · . ··
1,. WA+ER ci.OSE'!
a. Height of water closet seat shall be 1711
to 1911 above floor. 5-1502
b. Controls shall be · operable with one
hand, and shall not require tight
grasping, . pinching or twisting of the
wrist. 5-1502
c. Controls for the flush valves shall be
mounted on the wide side of toilet
areas, no more than 4411 above the floor.
5-l.502
d •. The force required to activate controls
shall be no great-er than-5 pounds force.
5-1502 .
.. .. .:: .. , ..
t·
URINALS
a. Where urinals are provided, the rim of at
least one shall project 1411 from the wall
and be located 17 11 maximum above floor.
5.:1so3(a)
b. The force required to activate the flush
valve shall be 5 lbs. maximum and located
4411 maximum above floor.
S-1503(b)
c. Provide 3011 x 4811
forward.approach.
LAVATORIES
clear floor space for
2-511.l(b)
a. Provide 3011 x 4811 clear floor space for
forward approach. Said clear floor space
may include knee and toe space under
lavatory described below.
2-511.l{b)
b. Provide clear space beneath lavatories
2911 high by 3011 wide by 811 deep at top
and 911 high by 3011 wide by 1711 deep at
bottom from front of lavatory (toe
space). The maximum counter surface
height should be 3411 • 5-1504(a)
c. Hot water and drain pipes under
lavatories shall be insulated.
5-1504(b)
d. Faucet controls and operating mechanism
(operable with one hand) shall be of the
type not requiring tight grasping,
pinching or twisting of the wrist (such
as lever-operated) and an operating force
not exceeding 5 lbs. 5-l504{c)
e. If self-closing valves are used, they
shall remain open for at least 10
seconds. 5-1504(c)
I0ILEI ROOM ACCESSORIES
a. Mirror bottom edge shall be located 4011
maximum above floor. 2-511.l{b) .· ·
b. Toilet tissue dispensers shall be mounted
within 1211 from the front edge of toilet
seat. 2-511.l{b)
c. Operating parts of dispensing and
disposal fixtures (towels, waste, coin
slots, etc.) shall be within 4011 of
floor. 2-511.l(b)
f9. SANITARY FACILITIES IDENTIFICATION
a. On doorways leading to sanitary
facilities the symbols to be provided are
1211 Equilateral triangle for men, 1211
diameter circle for women, and 1/411
thick, centered on door, 6011 high and
contrasting color. Unisex facilities
shall be identified by the circle with
the triangle superimposed within the
circle. 2-Sll~l(a)
. :
Date ssf?v(qz__
Prepared bys
k:'u+GA1H<
Jurisdiction CARLSBAD
VALUATION AND PLAN CHECK FEE
PLAN CHECK NO I 9 I-9 '9-t, ·REtl)
BUILDING ADDRESS I O~'S' L-=t.c.½:t'.)G<. Ot-
o Bldg. Dept.
D Esgil
v APPLICANT/CONTACT ________ PHONE NO. . .Z,;s:t~ Y3 Ir,
BUlLDING OCCUPANCY------------DESIGNER PHONE ------TYPE OF CONSTRUCTION__________ CONTRACTOR PHONE ____ _
BUILD'ING PORTION BUILDING AREA 'VALUATION VALUE
MULTIPLIER
12.e.,U r--:$ t '-o·YJ < _.;
E-sa /I /;,,_ -I '/;;z.. h 1!7 u.r .<:.. t. .:1:1, '%7. 1.5 /Jir. -$ '=:>0.-7 ~
J
..
Air Conditionin~
Commercial ... @ ~ ..
Residential (a '
.Res. or Comm.
Fire· ~nrinklers @
..
Total Value
Building Permit f"ee $ _______ -_________ ......,._ ______ _
Ci-hi Plan. Check f"ee_.....;S=----:...-.w:..£...L'--'-'l-=-..;;._-------------..;:;_--'-=-=:;;.,._-'-'----I /30273, ~-$ /t, 3, L/ I
..
CO H HEN TS._:---------------------------------
SHEET __ OF_/ __
12/87
:··
Git;~ -of Carlsbad . _ .
· -_ · · . . Fire Department
·92116
• Bureau of Prevention
Plan Review: Requirements Category: Building Plan Check
Date of Report: Monday, June 1, 1992 Reviewed by: (? ,Oa__f J_,,
Contact Name
Address
City, State
Slllman/W:yman,_ Inc.
9609 Waple$ St Ste 200
San l;)iego CA 92121
Bldg. Dept. No . .....,,·s __ 1-___ s_a_a ___ _ Planning No.
Job Name La_s Villas De Carlsb
Job Address _1_o_aa..,..L ____ a __ g_un..,.._a __________ __,.. __ ---,----,--_ Ste. or Bldg. No. ____ _
~ Approved ~ The item you have submitted for review has been approved. The approval is
based on plans; information and/or specifications provided in your submittal;
therefore any changes to these items after this date, including field modifica-
tions, musf be reviewed by this office to insure continued conformance with
applicable codes. Please review car~fully 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
2nd __ _ 3rd_~_
Other Agency ID
CFDJob# --,----~ 92116 File# --~-
2560 Orion Way -• Carlsbad, California 92008 • (619) 931-2121
,,
. !
SILLMAN/ WYMAN & ASSOCIATES
ARCHITECTS • ENGINEERS
10671 ROSELLE ST., SUITE 200
SAN DIEGO, CALIFORNIA 92121
(619) 4!53-4320
PROOOCT204-l /Neiis/ Inc.. Grolon, Mm. 01471.
Joa k-A-5 Vtu,fts ~ ~L"S®A.:P
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CALt;:ULATED av ________ DATE ______ _
CHECKED BY---------DATE-------
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SILLMAN/ WYMAN & ASSOCIATES
ARCHITECTS & ENGINEERS
JOB-----------------------
SHEET NO'. Z,_ OF---------10671 ROSELLE ST., SUITE 200
SAN DIEGO, CALIFORNIA 92121 CALCULATED BY ________ _ DATE _______ _
(619) 453-4320
CHECKED BY----------DATE--------
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........
'
SILLMAN/ WYMAN & ASSOCIATES
ARCHITECTS • ENGINEERS
10671 ROSELLE ST., SUITE 200
SAN DIEGO, CALIFORNIA 92121
(619) 4!53-4320
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PROOOCT204-l/Ml'Bs/lnc., Grolon. M.,._ 0147L
..
B U I L D I N G
09/03/92 13:11
Page 1 of 1
Job Address: 1088 LAGUNA DR
Permit Type: PLAN CHECK REVISION
Parcel No: 155-272-19-00
Valuation: O
Construction Type: NEW
P E R M I T
Suite:
Lot#:
PCR No: PCR92056
Project No: A9101214
Development No:
9160 09/03/92 0001 01
C-PRMT 02
109-00
Occupancy Group: Reference#: 910986 Qt.:/! /Qf(p Status: ISSUED
Applied: 08/18/92
Apr/Issue: 09/03/92
Validated By: CD
234-4316
Description: DELTA A CHANGES ONLY (CLOUDS)
: CHANGE BATH, SOME DOORS, ETC
453 4320
I fJi.SP. ANAL AP:o~AL --------=-·~a CLEARANCE -------==
CITY OF CARLSBAD
2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161
'
. ESGIL CORP.ORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO" CA 92123
·(619) 560-14-68
DATE: . ~be,.c: I I IGtq~ LJ APPLICANT
'8JURISCTICTIQN~
JURISDIC':['.I0N: Ca.rl:e,had, PLAN. CHECKER
PLAN CHECK NQ: 9 ,_ :l Bee -RE;\J SET:
0FILE COPY
QUPS
ODESIGNER
PROJECT ADPRESS: 1O,e,e, I AjK.00 D~
PROJECT NAME: V,'lla.5 d.:e:-;·. Ca.cl:sbd _
D
D
0
0
The plans transmitted herewith have been corrected where
necessary and substantially ·comply with the jurisdiction's
building codes.
The plans transmitted herewith will substantially comply
with the jurisdic~ion 1 s buil~ing·codes when minor deficien-
cies identified--,-----------------'-are resolved and checked by building department staff._
The plans transmitted he,rewith have significant deficiencies
id.entified on the enclosed check list and should be corrected
and resubmitt~d 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 Qf the check list is enclosed for the
jurisdiction to return to the applicant contact person.
O The applicant's copy of the check list has been sent to:
~ Esgil staff did not advise the. applicant contact person that
plan check has been completed.
O E'sgil staff did advise applicant that the plan check has
been cprnpleted. Person contacted: -------------
Date contacted: Telephone# ------------------0 REMARKS: ---------------------------
By:· .£u,1a1wr
ESGlLCORP()RATION
Enclosures: c,+y-ot rrr..9ved f /g,-yi.,:;
0GA OcM ...
' .. --'.:'.ff ~l1f} . -" , \~~,,, 't:f?'?\:! : t'':j\!?t:1t'.ff I'\l[Yi:'!-;;·->r:>t' 'i-· ., -·, .. • -.·
,,._
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619) 560-1468
DATE: &j11-5-f o2<, /~f~ ~~~~1!;P.
JURISDICTI0
JURISDICTION: -=C=a=r~/~~=P~a=d:;..:._ ___________ _ PLAN CHECKER
OFILE COPY
QUPS
ODESIGNER
PLAN CHECK NO: 9/-_q 'ct, /<EV SET : .:Z::--
PROJECT ADDRESS: /08'5?;-4:fv..nor_ fr-,
PROJECT NAME: V///4,.~ d~ Gr/:S b~
\
D
D
D
D
The plans transmitted herewith have been corrected where
necessary and substantially comply with the .jurisdiction's
building codes.
The plans transmitted herewith will substantially comply
with the jurisdic~ion's building codes when minor deficien-
cies identified _____________ ___,,..,,,_ __ are resolved and
checked by building department staff..
Th·e 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 herewitb is for your information.
The plans are being held a.t Esgil Corp. until corrected
plans are submitted for recheck.
The applicant's copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
~ The applicant's copy of the check li$t has been sent to:
;:J7'M i<.,n:t4-n 1~09 uJ--p 1e.s 5f:.:J#J"2CCJ ~ {);:JP r~; cl../
~ 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# _______ _
D REMARKS: --------------------------
By:· £tt;k;
ESGIL CORPORATION ~/-w
Enclosures: ----------
0GA OcM
--. . ,,. ~-..
,~c0·'~•~;~~~~~~ti~j<;~
·:,.:._'1_ ·:: JURiSDICTION: .• . C,a;,c/5/:,tU.( Date plans· received by plan checker: 'i?f}ZPl'la
'\
PLAN ~~K NO.: ·rt: crs, gEy ·oate pl~ check completed: 3/'z.1/ 'fz_ By: /G.µ-+-wht«:
PROJECT ADDRESS: /CJ~ [_'fJU/2'fl-oc.·
IO.: . vim RP m-t-n · .
PLAN CORRECTION SHEET
FOREWORD: PLEASE READ
Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform
Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy
conservation, noise attenuation and disabled· access.-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 ~lanning Department, Engineering Department or other departments.
The items shown below need clarification, modification or change. All items have to be satisfied
before the plans will be in conformance with the -cited codes and regulations. Per Sec. 303(c), of
the Uniform Building Code, the approval of the plans does not permit the violation of any state,
county or city law.
A. ~
Please make all corrections on the original
tracings and submit two new sets of prints,
and any orig.inal plan sets that may have been
returned to you by the jurisdiction, to:
Esat'/ . Q
Io facilitate checking, please identify, next
to each item, the sheet of the plans upon
which each correction on this sheet has been
made and return this · check sheet with the
revised.plans.
l . .
ai:: a 4P CCt (eU?r') Tete -
7, /)e,-k, I I /ft IQ ca /Is. .(;r
e. Pr, st tl--k Mu-BR,ffl, ·'!J f t(Ml.'S •
~ Please indicate here if any changes have
\..::.;,/ been made to the plans that are not a result
of corrections from this list. If there are
other changes, please briefly describe them
and where they are located on the plans.
Have changes been made to the plans not
resulting from this correction list? Please
check.
____ .Yes _____ No
7
tu/2,'d,
o/, $t'bc€ d;;c 8 ls :t ~ fo/::'J ex, t: _be tftt cacct/!<19 1f-w~~1q1. ;;5"1:n
-t/,cd: 5q-, 3.30f u) ,ortJ 61hr ts /1-(5ecr 3¾?9 1&5..s 3/fo/ ) ...
Form No. PCS.41390
_., \~~;ff!~t-· /fft)tf¥]~;::.~{:t1:~~~~0\tr·(5l{~l~ .~: .. ~_r.~_:_F_;_!.!_,_:_ .. ~_:_\_;(;_;,:r'. :_'.· ..... _·._-. _ .. :_,: __ ..... ~ ~.-... ,,....:: .. :_.., __ :.~ -~f __ .:.,. __ f_tf_:i_:c(_\ .. ·-~;_,~{ __ .. :--_~J;_1_::_·~t_f_t_}_~~-:.f_i_li,:@i_;:~:_d,f +;Vi~~::tti"~f F}'t:r:r t"O;\t'=~::1r\ 1.:1~'.?'t./ > --. -. -_
'\
_ .·::~_<· o·i-~~,-g&.t,'k Jurisdiction G,.dd/,d -
Prepared bys
i<u,r-1-CJ&r VALUATION AND PLAN CHECK FEE
PLAN CHECK NO. Cff-18"~ Rf=V
o Bldg. Dept.
0 Esgil
BUILDING ADDRESS IO'B"fs' L,lt,'ffY'l ~-{)r-. ---------=--;,j,-=,-.,___..-.. _______ __,. _____ _
APPLICANT/CONTACT JI '§:,m "t1'1 PHONE NO • __ '1_5_3-_4_~~0 __
BUILDING OCCUPANCY DESIGNER PHONE Ii 11
TYPE OF CONSTRUCTION ---------CONTRACTOR PHONE -----
BUILD!NG PORTION BUILDING AREA VALUATION VALUE
MULTIPLIER
. DIX', ~&!..v\.CI~ !: ·.
~it:( 1 • / v h, : I k,..1 r-r,; $ g7., IS/ k. := -:fl, ~7 ... /-~ v
'
',
--
..
-
Air Co.ndi tionine:
Commercial @ ..
Residential '. @
Res. or Comm.
Fire S"Drinklers @
Total Value
Building Permit fee$ __________________ _..... ______ _
Ct'ty Plan C h.e ck f ee_$ __ ~_. ___ , __ s .... / ...... , ~-------------------$'---'/-=0-~aa..-' ~ __ ..,.__ __ _
COM ME: N TS . ._:--...----,.------...------------------
SHEET _L OF_,_ __
12/87
, . ·=:
\
PLANNING/ENGINEERING APPROVALS
PERMIT NUMBER CB 9l -099{~
ADDRESS fdA~ L~t IN.4 DR.
RESIDENTIAL
RESIDENTIAL ADDITION MINOR
( < $10,000.00)
DATE 2./a AUb C)2._
TENANT IMPROVEMENT
. PLAZA CAMINO REAL
VILLAGE FAIRE
COMPLETE OFFICE BUILDING
PLANNER-----------'----DATE _______ _
ENGINEER So£C.f~Ef)E_LL DATE 21a AUG '12-
'-
C:\WP51\FILES\BLDG.FRM Rev 11 /15/90
' 1 I I ,,'
i
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"~
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PLANNING OiECKIJST . , , .
Plan Check No., CBCf/..-reG Address /009 ?4 0 CINA 'bVc.
Planner VAN LYNCH Phone ,438-1161 ext. 4325 -------(Name)
APN: / r-S---2--72-/9
Type of Project and Use ~l'bt:Jt.J71A/..-,. CAffe.-(:r' B(;./v~
. Zone . Facilities Management Zone __ / ___ _
Legend
Item Complete
Item Incomplete -Needs your action
1, 2, 3 Number in circle indicates plancheck number where deficiency was
identified
. ~0 Environmental Review Required: .YES_ NO ~TYPE __ _
DATE OF COMPLETION:
Compliance with conditions of approval? If not, state conditi<;>ns which require action.
Conditions of Approval _______________________ _
~0 Discretioruuy Action Required: YES ___ . NO~ TYPE __ _
APPROV AL/RESO. NO. ____ _ DATE: _____ _
PROJECT NO ........ ______ .,... ·, '!
OTHER RELATED CASES: : -------------------------
Compliance wi.th conditions of approval? If not, state conditions which require action.
Conditions of Approval __ · ______________________ _
California Coastal Commission Permit Required: YES _ NOP\
DATE OF APPROVAL:
., -.... .. •• l. • ~ , \ l
San Diego Coast District~ 3111 Camino Del Rio North, Suite 200, San Diego, CA. 92108-1725
. (619) 521-8036 .
Compliance with conditions of approval?· If not, state conditions which require action.
Con4itions of Approval--------------------------
~ 0 Landscape Plan Required: YES __ NO~
. : , .... · . ', . ..,.~' -... '·. ~ ' ',
See attached submittal requirements for landscape plans
Site Plan:
~D AJf
lB'1J D )I(~
efao11/v
1.
2.
3.
4.
1.
2.
3.
4.
Provide a fully dimensioned site plan drawn to scale. Show: North
a_rrow, property lines, easements, existing and proposed structures, · ·
streets, existing street -improvements, right-of-way width and
dimensioned setbacks.
Show on Site Plan: Finish floor elevations, elevations of finish grade
adjacent to building, existing topographical lines, existing and proposed
slopes and driveway.
Provide legal description of property.
Provide assessor's parcel number.
Setbacks:
Front:
Int. Side:
Street Side:
Rear:
Lot coverage:
Height:
Parking:.
Required
Required
Required
Required
Required
Required
Spaces Required
Guest Spaces Required
___ Shown __ _
Shown ------___ Shown __
___ Shown __
Shown ------
___ Shown __
___ Shown __
___ Shown __
D D D Additional Comments ______________________ _
OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER _v_-_ .. ··..,._Lf_,_~_-__ DATE 6-u-----r l
PLNCK.FRM
City of Carlsbad · 92116
Fire Department • · · Bureau of Preventio·n
Plan Revi'ew: Requirements Category: Building Plan Check
Date of Report: Thursday, August 27, 1992 Reviewed by_:' C ., J3 q...-( c.J,.___
Contact Name
Address
City, State
SIiiman/Wyman, Inc.
9609 Waples St Ste 200
San Diego CA 92121
( Bldg.-be"pLNo. _9_1-_9_8_6 ______ _ · Planning No.
Job Name Las Villas De Carlsb
Job Address _1_0..;...aa_L_a.,,.,gu_n_a ____________ _ Ste. or Bldg. No. ____ _
181 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 in~ure 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
c0des and standards. Submit corrected plans and/or specifications to this
office for review.
For Fire Department Use Only
Review 1st,___ __ 2nd,___-,-_ 3rd. __ _
Other Agency ID
CFO Job# 92116 File# ___ ~
2560 · Orion Way • Carlsbad, California 92008 • (619) 931-2121
.,.
SILLMAN/ WYMAN & ASSOCIATES
ARCHITECTS & ENGi,fEERS
• 10671 ROSELLE ST .. SUITE 200
SAN DIEGO, CALIFORNIA 92121
(619) 453-4320
I ~ L' i,
JOB--\...,.1-'1\-=L-=Ct:,,,~~~-O~s:::: __ y--''-'-fZ-'-l.=S=->-t:2. ..... ,A~P=-_-_13='""'-l.-p-=---'7=-.-....cc.=-
SHEETNO'.---------'-I_ OF--------
CALCULATED BY---------DATE ______ _
CHECKEDBY---------DATE-------
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PROOOCT 2114-1 /Nees/ Inc., G-. Mas,. 01471.
..
SILLMAN /WYMAN & ASSOCIATES
ARCHITECTS & ENGi,,IEERS
• 10671 ROSELLE ST., SUITE 200
SAN DIEGO, CALIFORNIA 92121
(619) 453-4320
JOB-------------------
SHEET N0: _________ 2,_ OF-------
CALCULATED sy ________ DATE ______ _
CHECKED sy _________ DATE-------
SCALE
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PROOUCT204-I /Nifl!is/lnc., Groton; Mass. 01471
SILLMAN/ WYMAN & ASSOCIATES
ARCHITECTS & ENGl,NEERS
JQB ___ \_,,_/..,_11....=l:::.ek..,,-:::.:::...._....:,:CE::::=-__cc=e:...:.«=l.S~lp!r.:,,:t:.A;C:;!i!,.,L _____ _
,. 10671 ROSElLE ST., SUITE 200
SAN DIEGO, CALIFORNIA 92121
(619) 453-4320
SHEET N0: _________ __.:,"3"'---QF _________ _
CALCULATED sy _________ _ DATE ________ _
CHECKEDBY-----------
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PROOUCT204-I //Veiis/lnc., Groton, Mass. 01-471
B U I L D I N G P E R M I T PCR No: PCR92067
Project No: A9101214
Development No:
10/08-/92 10:50
Page 1 of 1
Job Address: 1088 LAGUNA DR
Permit Type: PLAN CHECK REVISION
Parcel No: 155~272-19-00
Valuation: O
Construction Type: NEW
Occupancy Group: Reference
Description: MOVE DOOR #6 TO NEW LOCATION
Suite:
Lot#:
619
Status: ISSUED
Applied: 10/01/92
Apr/Issue: 10/08/92
Valj,_<lated By;: , CQ
2 3 4_9j4,61 JO/uB/92 0001 01 v2 ~• C-PRMT 54 n 00
~ • •~J , ' I ,-•lo
FINAL APPROVAL
INSP. __ DATE--•
CLEARANCE-----•
J,l . !' ..... ~ •.•.
CITY OF CARLSBAD
2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161
City of Carls.bad 92116
· ·. Fire Department • Bureau of Prevention
Plan Review: Requirements Category: BUIiding Plan Check
Date of Report: Monday, October 5, 1992
Contact Name
Address
City, State
SIiiman/Wyman, Inc.
9609 Waple~ St Ste 200
San Diego CA 92121
Bldg. Dept. No. _91_"'. ___ 9_8_6 ___ _ Planning No.
Job Name Las Villas De Car1sb
Reviewed by: C, l!JM~
Job Address _1_0 __ 88;_. L_a_g_un __ a;__ __ -__________ _ Ste. or Bldg. No. ____ _
~ Approved -The item you have submitted for review has been approved. The approval is
based on plans; information and/or specifications provided in your submittal;
therefore any changes to these items after this date, including field modifica-
. tions, must be reviewed by this office to insure continued conformance with
applicable codes. Please review carefully all comments attached, as failure
to comply with instructions in this report can result in suspensio,:i 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 ·---
CFO Job# 92116 File# ___ _
. Other Agency ID
2560 Orlon Way • Carlsbad, California 92008 • (619) 931-2121
"' -J. ~ . ) ,·
ESGIL CORPO-RATION . -dtrio CHESAPEAKE DR., SUITE 208
, . ·. SAN DIEGO, CA 92123
(619) 560-14-68 .
DATE: 0<=<+-o bex-(p I I :l :l ~ c:§APPLICANT ~~~sg~~~ JURISDICTION: C C<,r (:sbcu;;{_
PLAN CHECK NO: SET: r QFILE COPY
QUPS
QDESIGNER
PROJECT ADDRESS: lot2:e .LB':Jl.,(..Ylg_. Oc
PROJECT NAME: C '"' II C<.'5 ol.<-c~rl-sbq.p(
D
D
0
D
The plans transmitted herewith have been corrected where
necessary and substantially comply with the .jurisdiction's
building codes.
The plans transmitted herewith ~ill substantially comply
with the jurisdic~ion'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 herewitb 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 a·pplic-ant contact person.
O The applicant's copy of the check list has been sent to:
E Esgil staff did not advise the applicant contact person that
plan check has been compl,eted.
O Esgil staff did advise applicant that the plan check has
been completed. Person contacted: ------------
Date contacted: ---------Telephone# _______ _
0 REMARKS: ------a------.,.,..---------------
By: .Kid livkec
ESGIL CORPORATION 1015-
OGA OcM
' ' . ' ~ .
Enciosures: C:, h-*"'Mwvu/ t214ttS ......::~--r-r=.,-11~-::.!=_,,c,::..s.:.:.u..----
..
Date 1 10/1,{11c
Prepared bys
tdtvfvu:
' · Jurisdiction Cacfr,he-el
VALUATION AND PLAN CHECK FEE
PLAN CHECK N-0, '7 l-1-a'& gv'
o Bldg. Dept.
D Esgil
BUILDING ADDRESS /0 8'f: 1-.:vru.nt:L Dr,
APPLICANT/CONTACT J., 'f?ot"YlariJ PHONE NO. _______ _
B.UILDING OCCUPANCY ----,.-----DESJGNtR PHONE ------TYPE OF CONSTRUCTION -----------CONTRACTOR PHONE -----
BUILDING PORTION ·.BUILDING AREA VALUATION VALUE
MULTIPLIER
• J1/J ,/) I 14' _ ~iJ' r C, :
;:;:-~ i' I .{;,,:, ::--1/ .;z_ hou.r /i:J ~ ~7-15/ hr.= 'ff L/ 3 . z:; '8:' v
-··
-
.
I .
Ai~ Conditionine:
Commercial' . -·-' @
Resid."entia:J: : . ' (a ..
Res. or Comm. . .. ..
Fire Snrinklers .. @
I
Total Value
Building Perm it fee $-----------------------"'--------
plan Che ck f ee--..:S:---'-'J/ 3,r!.;;•;....5u,:8':-,;/4~~...:;;::-. _____________ --"$---=5:;;..'i .... ,__,_'i~7----
CO H HEN TS._:--------------------------------
SHEET I OF ---.a.----