HomeMy WebLinkAbout1830 MARRON RD; ; CB910828; Permit-
- BUlL-DIN GPERM IT Permit No: CB910828
08/14/91 1I:10. -. Project N: A9.100999-
Page :1 of 1 . Dèvelöpment.Nô:
Job Address: 1830 MARRON RD .., . Str: Fl: 'Ste::' •--.
Permit .Type: COMMERCIAL TENANT- IMPROVEMENT 398308/14/91000101 02
Parcel No: . . - - . . -PRMT 2021.00
Valuation: . 18,720 /h( 77 Construction Type: NEW. . . L/>.)
Occupancy Group: B2 Class Côde:.BLDG C--1 Status: ISSUED
Description: ADD 520 SF TO. EXISTING BLDG - Applied: 05/24/91
FOR CLOTHESTIME STORE. - . . '. . . Apr /Issue: .08/14/91
- .- - . . Validated By:- CD
Appl/Ownr SGPA ARCHITECTS . 714 251 0131
2603 MAIN.ST810 '. . . .-
IRVINE, CA 92714
OWNER ;: -HUGHES NORTH - OUNY) AS -Ic. OWNER .. 714 759 9531
- -
TWO CORPORATE -
-
- .-• - - - IRVINE, C 9271
- CONTRACTOR : NONE - / NO
- Fees -Requi-réd/ * * - **-* & CreditS
---------------------I----
.1 ,-- - 'N-
- Fees: . 2 ,1- 0. 0 \ -- - - - - Adjustments:, .- ' t/Crdt's: .- . .00 .
TotalFees - - 2,150.po . T tPay en s : -Y.. :129.00-
Building
:1:e
\ '21z? : '
-
e 4.00Z
:.Enter 'Y' to.AutocalcP.çF. .l(,0000a,.o -' -. 655.00 1.
Traffic Impact Fee >
Enter NumberofEDU's\ Id ,
~Fe
- 370'
/ - - - . . 638.,00
BUILDING. TOTAL N /Jre o \-' / -1-994.00
Ente •*tI for Plumbing Issie e jJ5 . . - - - 7.50 Y-".--
:Each Plumbing Fixture or Trap . 3' .- 2.50''' 7.50..-
.EachBuilding-S.e.wer; - . ,. - > - . 1 6.50 6. 50 - -
PLUMBING'TPTAL - - . - - .. .,- 22:00 - -- -.
- -. Enter I$II for Electric. Issue Fee > . 5.00 Y.
-Three Phase Per -AMP . . > ... 200 . - .50 - - 100.00 -
--*• ELECTRICAL TOTAL ($10 Minimum) - -- . -. - -' . . 105.00 - ..
-Ent.er 'Y' for Mechanical Issue e6>' • - - - - 150- Y
Install FtIrn/Dücts - -. . >- - . 1. - 9.00 • . 9.00 . ...
-Each' Intll/Reloc-Appfl.ance Vent > - I • '-4.50 • - '4.50
* MECHANICAL TOTAL - . . -. .- -,-. 29.00.
- . - -. . - . • -' - •. -: - • fl... . /..u/_-r '•_i—_-
-
,
MAPPROVa
NSP.
'- DATE_11
- CLEARNE
- - - - •- . -
-
- CITY OF CARLSBAD
- - ' • - . - -
-
., 2075 Las Palmas Dr., Carlsbad CA 92009 (619) 438-1161
PERMIT APPLICATION
City of CarlsbadBuilding D&partment .
.2075. Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161
.. .'
' '1
1. PERMIT TYPE . I
A - COMMERCIAL .XNEW OTENANT IMPROVEMENT • -
B - El INDUSTRIAL DNEW - DTENANT IMPROVEMENT
C - DRESIDENTIAL DAPARTMENT DCONDO DSINGLE FAMILY DWELLING DADDITION/AITERATION
DDUPLEX []DEMOLITION DRELOCATION DMOB II.E HOME DELECTRICAL DPLUMBING,,
DMECHANICAL SPOOL EJSPA []RETAINING WALL DSOLAR DOTHER_______________ - I' -1 *
- . •. • • • . - - .5- • .-•
f7 -
EST. VAL - / ( - - ••
PLAN CE DEPOSIT_____________________________ •
VALID. BY
DATE
0001 01 O?
C-PRMT 124900
F(
Address,g '30 ijq.r) *u::n9 or Suit! No. )3L..17Ce C,
Nearest Cross Streets !)1r?12L,1',I flw 4, JgP€iSdAJ 4q72.j7'
on
pArYcEC I F 0F CL— IYIJ'tF-'A.JO, ,;,•_1I:)
CHECK BEL(M IF SUBMITTED: •. - . ..
Energy Calcs Structural Calcs Soils Report 1-Addressed Envelope
ASSESSOR'S PARCEL 30 / —/j - EXISTING USE C.CYv1flh1,QC.fAL- PROPOSED
DESCRIPTION OF WORK
jfLhL
,TbP-'1Ao i 'D O 1-"
BLDG SO-FTGo 2 f # OF STORIES /
3. CONTACT PERSON . ' IWQ41 4 Pt..1tNH//L1Q
NAME A uRH5 -ADDRESS, ibo3 At 7d2--H'T L) 7
CITY i,Z\JiIL1E. STATE
,
ZIP CODE 921 14 DAY ,TELEPHONE -0/3/
SIGNATURE SIGNATURE
4. APPLICANT . a DCONTRACTOR DAGENT FOR CONTRACTOR DOWNER , GENT FOR OWNER -
NAME i3L)I2P.S — 4PT%- fw2i4&Tc7PDs 2b2'3 /fl)q)/L) YE-
CITY JJJ AfTE C4. ZIP CODE 9z7. / DAY TELEPHONE, "7/4 — z-') -013 /
PROPERTY OWNER , OWNER ' . DLESSEE - DTENANT .
.NAMEU/ [J,,2T/-i 12/Lu7'/ 4, .ADDRESSJO -i41l- â2M./) dBL)1't iiO
CITY Wtf1O& 13 4C4-- STATEc4 ZIP CODE 9Zop. .DAYTELEPHONE /4- —9-j
CONTRACTOR - •.
NAME . . - ADDRESS
CITY -Tb STATE ZIP CODE - DAY TELEPHONE -
STATE LIC. N LICENSE CLASS .- CITY BUSINESS LIC. N
- SIGNATURE • ' . . TITLE DATE
DESIGNER NAMEp/ 4PLIWM/vDRESS 74O3 im'1-/it'. 5rPx4r1 45 wi 3/O
CITY /lQtli jti.- STATE ZIP CODE 17/4. DAY TELEPHONE '7/4-151 'O/3'/STATELIC. c608
WORKERS' COMPENSATION
Workers' Compensation Declaration: I hereby affirm that I have a certificate of consent to self-insure issued by the Director of Industrial Relations,
or a certificate of Workers' 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. Q. .
'INSURANCE COMPANY - . - - POLICY NO. EXPIRATION DATE
Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner
so as to become subject to the Workers' Compensation Laws of California.
SIGNATURE DATE . .
OWNER—BUILDER DECLARATION -
Owner-Builder Declaration: I hereby affirm that I am exempt from the Contractor's License Law for the following reason:
0 I as owner of the property or my employees with wages as their sole compensation, will do the work and the structureis not intended or offered for sale
(Sec. 7044, BusinesO and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon,, and who -.
does such.work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building
or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose
of sale.). '
El I, as owner of the property, am exclusively contracting with licensed contractors to construct the ,roJect (Sec. 7044,f Business and Professions Cede:
The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s)
licensed pursuant to the Contractor's License Law).
0 I am exempt under Section Business and Professions Code for this reason: -
(Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure,
prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the
Contractor's License Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom,
and the basis for the alleged exemption.. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not
niorethan five hundred dollars ($500)). • . : .
SIGNATURE ' ' DATE -
COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY:
Is the applicant or future btilding occupant required to submit a business plan, acutely hazardous mat
•
erials registration form or risk management and prevention
program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? - .
• - DYES. DN ' •.
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quaLitj management district?
.DYES DNO -
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? • .
- ,
Dyes E:JNO - . ' •
IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS
OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT.
9. CONSTRUCTION LENDING AGENcY . . . . • ' -. -
I hereby affirm that there isa construction lending agency for the performance of the work for which this permit. is issued (Sec 3097(1) Civil Code).
- . . .. /-
LENDER'S NAME . , LENDER'S ADDRESS . . .
10. APPLICANT'S SfGNATURE
I certify that I have read the application and state that the above information is correct. I agree to comply with all City ordinances and State laws relating
to building construction. I hereby authorize representatives'of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO
AGREE TO SAVE INDEMNIFY AND KEEP,HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES. JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID
CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.
Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the,-building
or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended -
or abandoned at any time after the work is commenced for a period of 180 days (Section 303(d) Uniform Building Code). ' • -
- ICANTIS Sl ~A-Tu ~.~~(-.ER~[-]CO.TRACTOR- DRY PHONE-
.DI
- ' • WHITE: File YELLOW: Applicant PINK:Finance -
P
CITY OF CARLSBAD'
INSPECTION REQUEST.
.PERNIT# CB9.10828 ': ''FOR 10/15/9'1 ,,• INSPECTOR AREA.PK
DESCRIPTION: ADD. 520.SF TO EXISTING, BLDG PLANCK# CB910828
- FOR -CLOTHESTIME STORE ': . 0CC GRP
TYPE: 0CTI , , ', CONSTR. TYPE NEW
'JOB ADDRESS: 1830 "MARRON RD" ' '. .. . .STR:** FL *** STE: 124
APPLICANT: .KDJDH PHONE: •. '
CONTRACTOR NONE PHONE
OWNER HUGHES NORTH COUNTY ASSOC PHONE 714 759 9 3
REMARKS MH/ INS PECTOR.______________________
SPECIAL INSTRUCT
4
' . " •1
TOTAL TIME
--RELATED PERMITS-- PERMIT! TYPE STATUS
' ' .. ..' ' ,;SE9100'79 SWOW ISSUED
CD LVL DESCRIPTION ' '-' ACT COMMENTS:
'
19
29 PL Final Plumbing _
39 EL.. Final Electrical '
•': ' .
.
4. ME Final Mechanical
.0
0 0 1. •o
***** INSPECTION HISTORY
DATE DESCRIPTION ACT INSP COMMENTS
'100891 Final Combo, ' NR' PK WILL RECALL WHEN READY
091891 Frame/Steel/Bolting/Welding AP PK CEILING
091891 Final Electrical AP PK
09189i ,Rough/Dücts/.Dampers - .. AP ,PK ' -CEILING -
091691 ExterioiLath/Drywall. '' -' AP PK
091091 Interior Lath/Drywall ' PA PK
090991 Interior Lath/Drywall PA PK , EXT PARAPET PRE-ROCK
090691 Frame/Steel/Bolting/Welding PA PK.
090691'.Rough/Tbpout- •' , AP .,PK, :
0 0
090691. Rough Electic , AP.• PK'
082691 Ftg/Foundation/Piers AP PK
082091' Undergourd/UnderFloo.r:, .AP .PK . U.G. WASTE •, ,
'
I ' 4 . 41 0 •, ••0 —' 0 - . * - - - • . ' 0 - . •.
0
•_ ' - 0*
II 4 •40 ,
0.
'
.
0 4.' . ', , 4-, -. 0 ,
•0 -
1 '
0 , •0 ,,
4 •
0' S ' - •0 4 4 4' ,0• . - 4 . 4 . -
' . —. - •0 4_, - 0
REPORT OF DAILY BUILT-UP ROOFING INSPECTION
OWNER: 1.-I. PROJECT: i')Ot?.V cc,Jry
CI_&ri..i 'r-. — - -
DATE 9-I0-1 REPORT No:*c,5ci - i o I 4N
Areas Worked .Jown-f ri.i
Total Squares Completed:
Weather Temperature, '70 F to
Roofing Contractor 41700 P- oeJG C-., Crew Size_ Hours Worked_
Deck Type 7LY\..JO1
Vapor Retarder Type iJ/,4- Attachment Method__________________
Insulation: Storage Conditions 0 Sufficient • 0 Insufficient
Type: Thickness: NJ/A inches 10,
Attachment Method-.• • •
Storage Conditions: 0 Sufficient • 0 Insufficient
Membrane Type /'A'J '.1 LL
Number of Plies:_ii-12 Attachment Method:&t-4ACT
Flashing Type WA, Attachment Method__________________
Application Method: Spacing
Bitumen Type -&AJ /. L.L
(EVT °F) • Kettle TemperatUres _°F lt.'t'e a.m.WC2°F Ip.m.L4.I °F
Roof Temperatures: a.m..2°F . a.m._gp °F p.m. ¶
ExteriorSheet Type: i./iLL ad ,k 9 <AT=> Gauge_____________ S
Metal: • Type: _J/,& • Gauge
Surfacing: : Type_'- • • Embedment-
Night Seal: Method:_•
Comments: S.Ect.'E .P-sA.jJ1t Lt_ (1_A s, rrf-' 7J" 4Ar IJAi—
PSI A-700-5 A-700-5
PSI Inspector: i3ai t—T77> Respectfully
Professional Service Industries, Inc.
PSI AMERICAN ENGINEERING DIVSION
SUMMARY OF COMPRESSION TEST RESULTS
PROJECT NAME NORTH COUNTY PLAZA
PROJECT ADDRESS 1830 MARRON RD
CARLSBAD, CA Material CONCRETE
Mix Design 585
Specified
PROJECT NUMBER 059-10144-1 Slump Inch 4"
CLIENT NAME COLLINS GENERAL CONTRACTORS.Number Cast 3
- ... . .1.. Time:
SUPPLIER NELSON & SLOAN Air Temperature F
DELIVERY TICKET # 349525
POUR LOCATION FOUNDATION FOOTING, SOUTH ELEVATION BLDG 6 Cl
ULTIMATE COMPRESSIVE STRENGTH P S I
TEST AGE
AEL OTHER
LAB . DATE . SLUMP .. '. 7 14 28 60 . DESIGN
NO. CAST INCHES • . DAY - DAY. DAY DAY DAY PSI:
01604 8-27-91 31/2" 3040 4240 2500
4170
Remarks: - . •• - •
CON F ORMS
• Report- Distribution:. • • • .
COLLINS GENERAL CONTRACTORS
-: • . •• •
-:
SG PA
CITY Y: .. •
-
Respectfully submitted If
PROFESSIONAL SERVICE INDUSTRIES, INC R
OCT19,91
American Engineering Division
7940 Arjons Dnve, Suite A. San Diego, CA 92126,,
••. •-. . . S...
Professional Service Industries, Inc.
American Engineering Division
7940 Arjons Dr.,Ste A
San Diego, CA 92126 -
(619) 695-3730
FAX (619) 695 6712
INSPECTION REPORT
Project * I Crc_ Page 1 of
Project Name (per plans) Jrgt11 (J.Jt', .30-A.Z 6k. Building Permit. No.
Project Address (legal). S Plan File No.
Architect _____________________________________________________________________________ Govt Contract No.
Engineer OSA or OSHPD U
Contractor ___________________________________________________________________________ Other
INSPECTION CODE MAT 'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST
OSHPD Pit _ Concrete Cylinders Rift.: Rebar _________________________ - Plan & Specs
OSA . P11 - Cement ______ - Rint.: W.W.F. _______________________ - Clearances
Specialty P49 - Mortar Samples Pint.: Tendons _________________________ Positions
- Mechanical PlO - Grout Samples - Conc.: Mix U/psi - Sizes
Electrical P09 - Masonry Prisms . _______ - Conc.: Mix U/psi _. Laps
..Roofing . P17 - Masonry Block _______ ............... Conc.: Mix U/psi - Future Continuity U/psi
- Concrete P12 Fireproofing - Grout Mix U/psi - Consolidation
- Masonry. P13 . - Units (block or brick) - Mortr Type/psi - Mortar Batching
— Struct Steel P15 Asphalt Concrete _______ - Units: Block _________________________ - Electrode Storage
- Prestress Conc P14 Roofing - Units: Brick . - Torque Applied
Pile Driving P16 - Reint. Steel . _______ - Steel
Fireproofing P47. . Steel _______ H.S. Bolts
_.Waterproofing P48 - H.S. Bolts _______ - Metal Decking
- Non-Destructive . P31 '_Tendon (PT Strands) ............ Electrodes
• - Soils Technician . P22 - Other ____________ . _______ - Fireproofing . ..
- Batch Plant . P18 ............. Other ____________ _______ - Other ________________________________ - Corrective action required
- Bolt Pull-Out P33 - Other ___________ . - Correcons completed .
CERTIFICATION OF COMPLIANCE All of the reported work unless otherwise noted Compiles with approved plans speclficattons and applicable sections of
the building codes This report covers the locations of the work Inspected only and does not constitute engineering opinion or project control
INSPECTOR NAME TT__ INSPECTOR COMPANY I;0. NO (Print Clearly)
INSPECTOR SIGNATURE 2, CERT. U ______________________ DATE
NOTE:. Inspections based on 4 hour minimum, 8 hour minimum after 4 hours, 2 hour minimum for all cancellations. Overtime effective on Saturday and after
3:30 p.m. on weekdays. . . .
•. : S
PSI . AMEAICAN ENGINEERING bIVSION
SUMMARY OF COMPRESSION TEST RESULTS
PROJECT NAME OLMSTED RESIDENCE
PROJECT ADDRESS: . 3331 VENADO : .. .. . .
LA COSTA, CA . Material: GROUT
Mix Design 1388
Specified
PROJECT NUMBER: 059-10096 . Slump Inch: . .••
CLIENT NAME:•. J.P. OLMSTED . . Number Cast: . 3 . . .
. .•• Time:
SUPPLIER:. NELSON & SLOAN . .. Air Temperature F: •, ..
DELIVERY TICKET # 350007
POUR LOCATION: . HIGH LIFT 8" CMU WALLS #51,66,71
. . . . ULTIMATE COMPRESSIVE STRENGTH, P.S.I.
TEST AGE
AEL :
.
. S... . . OTHER: .
LAB DATE SLUMP . -. .. . 7 14 28 60 . . DESIGN
NO. CAST . INCHES DAY DAY DAY DAY DAY • PSI: •
01628 8-29-92.-.• 4" •. • • • 3120 4310 • • • .2000
4410
Remarks: . • S S . ••.
CON FORMS
Report Distribution: •• - • . S
J.P. OLMSTED
PAUL PARIZEAU
/'
CITY OF CARLSBAD
S • R •
Ole
• T.1&91 . espectfully submitted S • : R tCEIVED PROFESSIONAL SERVICE INDUSTRIES, INC. . • • .
S
American Engineering Division PINdifIg OepartM eht
17Z tZ '
- -
se
- Li
San Diego, CA, 92126 7940 Arjons Drive, Suite A
S S • S.
-
),. S S
Page 1 of - -. -
Building Permit No.
Plan File No. -
Govt. Contract No.
OSA or OSHPD U
Other
Professional Service Industries, Inc..
eff %-MPH American Engineering. Division
.'• (9
7940 Arjons Dr., Ste. A -
- San Diego, CA 92126 -
(619) 695-3730
FAX: (619) 695-6712
INSPECTION REPORT
Project
Project Name (per plans) COL)t'4 ¶ciPL -
Project Address (legal) IL?O MMo\ Rt. L9S1 CP.
Architect
Engineer
Contractor C) r-1T5
INSPECTION CODE MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST
— OSHPD P11 4Concrete Cylinders 3' . flint.: Rebar go .. Plan & specs
- OSA P11 - Cement ,, ___ flint.: W.W.F. ___________________ . Clearances
- Specially P49 - Mortar Samples flint Tendons _______________________ Positions ___________________________
- Mechanical PlO Grout Samples 4.Conc. Mix fl/psi _.j Sizes
- Electrical P09 - Masonry Prisms ' - Conc.: Mix fl/psi ..... Laps
- Roofing P17 - Masonry Block _______ - Conc Mix fl/psi - Future Continuity It/psi
Concrete P12 Fireproofing - Grout Mix fl/psi Consolidation
__L. Masonry P13 - Units.(b?ock or brick) - Mortar. Type/psi - Mortar Batching
Struct Steel P15 - Asphalt Concrete ______ Units: Block , Electrode Storage
- Prestress Co'nc P14 - Roofing - Units: Brick __________________________ Torque Applied—'
- Pile Driving P16 - Reint. Steel ' _______ Steel
- Fireproofing P47 - Steel ' ______ - H.S. Bolts
- Waterproofing P48 - H.S. Bolts - Metal Decking
fm' SEP 1991 - Non-Destructive P31 Tendon (PT Strands) ' . - Electrodes
rr sr s r r - Soils Technician P22 ___ Other._' _______ - Fireproofing
C fictive action rièd - Batch Plant ' ' P18 Other ___________ ______ - Other
'
_ Bolt Pull-Out P33 _Other I
INSPECTION S S
-
- . .
I , .•
. --
li
Ra & a
700
a • ri a U '
'7 a - •1 - 1 0
CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of
the building codes. This report covers the locations of the work inspected only and does not constitute 'engineering opinion or project control.
INSPECTOR NAMEA.\! IV) _i\\zt INSPECTOR COMPANY I.D. NO. 71 ,
jPrint Clearly)
INSPECTOR SIGNATURE 1%4iL)t.4/ L_ CERT. # 3 9 DATE iffi_. 77 -
NOTE: Inspections based on 4 hour minimum, 8 hour minimum after 4 hours, 2 hour minimum for all cancellations. Overtime effective on Saturday and after
3:30 p.m. on weekdays.
DATE ' ', JOB NO.
- 29 --/-
PROJECT -' -
AJC- P ç -YJ/ frn
LOCATION -.
.
. .
* .. -.
CONTRACTOR .. OWNER
WEATHER TEMP. o at AM.
/PM.Ii.TLY .
° at P.M.
PRESENT AT SITE
. . 'uz r tL/,'J5
'
RUBERT'PRATER ASSOCIATES
Consulting Soil, Foundation.
& Geological Engineers .
10505 ROSELLE STREET
SAN DIEGO, CALIFORNIA: 92121 •', •.•.
.(619j453-56 . 05
TO
(pg49Jc[
THE FOLLOWING WAS NOTED:
p
.
, .
I 4,
Our representative(s) has/have inspected the materials exposed in the footing
excavation for the subiect building(s).'Thématerials consist essentially of '-
L p/L - . •
as anticipated in our i' TvA',t investigation report. Accordingly,
it is our opinion that the footing excavations have been carried tothe proper depth and
that the materials exposed are suitable for the support of footings designed in
accordance with the recommendations presented in the -
investigation report for the project dated /)?I-Y A b, :19
Our services consist of professional opinions and recommendations made in accordance
-Á with generally accepted-geotechnical engineering principles and bractices. This - - -
*
- - warranty is in lieu of all other warranties either express or implid.'
-
- -
-I . , - . -- • S 1. . • . . • - I -
'4 . • • •. 11-LL Or,'t _'_._ or/Is d-h
&P AL 7 - )3/ -5U 7'fr'-1?LC. • #Aj not..j,\A41 ,j,it, 1uy .- . 4, ,• . - , • -: , S
7,4$-T IRV P,ii ro mo. 1- 4 eOJIJCIt. 7.t. 54f*.jLi\ -
6'thb (1 4.. - • *.- . - I -
- -I- - * - - - . . . . . • -I
COPIES TO
SIGNED .. .
- - -. ;1
, • - * .RC 379. '' 2 / /? .5-
--
•-. - . .* --,-
•
RECEflIEO 0"c T 10, 1991
V FINAL BUILDING -INSPECTION,
ENdEERIN(FIRE)LANING ó/'WATER H
PLAN CHECK#:Ci- .•
.
.DATE: 10/08/91'
PERMIT#:. •CB910828- ..• V "PERMIT TYPE: CTI .
PROJECT NAME.."ADD 520 SF TO: EXISTING BLDG .. FOR CLOTHESTIME STOREr '
ADDRESS 1830_MARRONRD #24
CONTACT PERSON/PHONE#: MH/BOB/434-5693 . '
SEWER DIST WATER DIST r
•V V ..• ••, 4•• '41 -. - - • V
____ ---------------------..
INSPECT EQV DATE
BY - i7 &3 INSPECTED ffu/ei APPROVED j DISAPPROVED
:(-J INSPECTp) DATE
INSPECTED ,' APPROVED DISAPPROVED
INSPECTED DATE
BY:4 . • -INSPECTED: . -• APPROVED
V .
. I. • . •. - -• - . V •
COMMENTS: • .--. .. - V
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ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE .208
SAN DIEGO, CA 9123
(619)560.1468
DATE: 7- - / PA _ CANT
JURISDICTION: CIT.1 .°F .
DFILE.COPY
PLAN CHECK NO: ./- gz-g' SET: DPs
ODESIGNER PROJECT ADDRESS: _f930 H4JAJ fzT LPI C—/
PROJECT NAME:-1M
/-1
The plans transmitted herewith have been corrected where
LN necessary and substantially comply with the jurisdiction's
building codes.
E The plans transmitted herewith will substantially comply
with the jurisdiction's building codesz when minor deficien-
cies identified are resolved and
checked by building department staff.
U The plans transmitted herewith have significant deficiencies
identified the enclosed check listS and should be corrected
and resubmitted for a complete recheck. .
Li The check list transmitted herewith is for your information.
The plans are being held at Esgil Corp. until corrected
plans are submitted for recheck.
The. applicant's copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
The applicanE'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.
[1 Esgil staff did advise applicant that the plan check has
been completed. Person contacted:. .
Date contacted: . Telephone #________________
UREMARKS:
By: P FCti . Enclosures:
ESGIL CORPORATION
LIGA LJAA ERN LJDM
ESGIL CORPORATION
9320CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619)560-1468
DA TE1
DJ1]RSDICTION '
JURISDICTION: LPLAN CHECKER
[-,,FILE COPY
PLAN CHECK NO: 91 --8 SET:
E.DESIGNER
PROJECT ADDRESS 130 &'A X9061 QgLo& C-,'
PROJECT NAME: 6 ADD ,7fpJ
fl The plans transmitted herewith have been corrected where
necessary and substantially comply with the jursdictions
building codes. -
The plans transmitted herewith will substantially comply
with the jurisdiction's building codes when. minor deicie-.
cies identified are resolved and
checked by building department staff.
The plans herewith have significant deficiencies El
identified on the enclosed check list and should be corrected
and resubmitted for acomplete recheck.
. .The check list transmitted herewith is for your information.
k!i The -plans are being held at Esgil Corp. until corrected
plans are submitted for recheck.
Ej • - The applicant's copy of the check list is enclosed for the
jurisdiction' to return to the applicant contact person.
Th applicant's copy of the check list has been sent to
S4 P .A ,4 -r-1,u DO A, U(Z.N
a603 sr uTE 8/O •.
I-vI'/L
Esgil staff did not advise the applicant contact person that
plan check has been completed.
-
Esgil staff did advise applicant that the plan check has
been completed. Person contacted:
Date contacted: Telephone #1
U REMARKS:' '
B: Enclosures:
ESGIL CORPORATION ghb
0 GA tJ AA D RN DM
'
•
FLM4 CRECK NO. 1 I - . 2 3 PLAN CORRECTION SHIPT
JURISDICTION: (AotZL3 4 ,)
GAL cxeI4FCIAL.
S
Date plans received by jurisdiction: S
Date plans received by Esgil Corp.:_____________
TO:
Date initial plan check completed:
'
'
S By:
S
S S S ,Applicant contact person-
PROJECT DATA
OCCUPANCY:f- - Tel., S S
BUILDING' USE: RTi4ii,.
S
FOREWORD: PLEASE READ '
TYPE OF CONSTRUCTION: '-' Plan check is limited to technical requiremeflts
- contained in the Uniform Building Code, Uniform
ACTUAL AREA: _±52-C) 'Plumbing Code, Uniform Mechanical Code', National
Electrical coder and state laws regulating energy-
conservation, noise attenuation and access for the
S disabled. The plan checkisbased on regulations .
enforced by :the Building Inspection Department.
S S , You may: have other corrections based on laws and '
S
S
S
'ordinances enforced by. the Planning Department,
Engineering Department, Fire Department or other
' ALLOWABLE AREA: 0 - S i /'L A,,A departments.
STORIES: _*S ' Present, California law mandates that construction
S S comply with Title 24 and the applicable model code' .5 ,
HEI:' O k- .' editions adopted, with or .without changes,, by the
- . varios state agencies authorized to propose4
SPRINKLS: ('-' S ' building regulations, for enforcement at the local
' " S S '' •
-
level.—Code--sections cited ,are based on .the '
OCCUPANT LOAD: 1988 UBC
R4ARXS: '•
S _'
, , The ' circled items listed need clarification,
modification or change. All 'items must be
S satisfied before the plans will be in conformance
- . S : with the cited codes and regulations. Per Sec. 303'.
- _
S S '' • (c), 1988 Uniform Building Code, the approval of;
the plans does not permit.' the violation • of any
S
' ' state, county or city law. ' S •
5
,
S • S , •. ' To speed .upthe recheck process, note _on'this'list'
(or a copy) where each correction item _hasbeent
55555 . '. • '
.addressed.. i.e... plan sheet, _specification; _etc.
S S ' , Be _sure'to enclosethemarkedup' _list when you
submit _therevisedlans.
5 NOTE: PAGE NUMBERS ARE NOT IN SUENCE AS PAGES HAVING NO IID4S NEFDING CORRECTIONS WERE DELETED.
'List No. 50, GENERAL COMMERCIAL, WITHOUT ENERGY OR LOCAL'ORDINANCE OR POLICY SUPPLEMENTS (1988 UBC) ,j S
-5
5 . - - . S S . 5
5
. S , I S - • 4.
PLANS Provide a note with the building data legend
--' ., stating that yards used for area increases ( 1. ) 61 Please maKe all corrections' on the original shall be permanently maintained.
'-r" 'tracings; and, submit two new sets of prints, and .
any Original plan 'sets that may have been J., Indicate on the Title Sheet whether or not a
returned to you by the jurisdiction, to: " ( grading permit is required for this project.
Esgil Corporation,' '9320 Chesapeake Drive, '. Provide a statement on the Title Sheet of the
Suite 208, San Diego, California 92123 I . plans that this project shall comply with
(619) 560-1468. Title 24 and 1988 UBC,.UMC and UPC and 1987
NEC. .
2. Please make all, corrections on the original
tracings and submit two new sets of prints, and . 71. Provide'a note on the plans indicating if any
any original plan sets that have been . ,'may ' , hazardous materials will be stored and/or used
returned to you by the. jurisdiction' tO: .. ' . ' within the building which the ,exceed
quantities listed in LC Tables 9-A and 9-B.
The jurisdiction's building department.
Specify the uses of all rooms or areas.
GENERAL
SITEPLAN .
Provide the site address and a vicinity sketch .' F on the Title Sheet. y. Provide a fully dimensioned site plan drawn to.
I scale. Show north. arrow, property lines,
Provide .the names; addresses and. 'telephone easements,' streets, existing and proposed
numbers of the owner and the responsible design ' buildings and structures. '
professionals on the Title Sheet.
5.
-
' (All sheets of the plans and the first sheet of .
)%.
' '
Provide a 'statement on'the site plan stating:
"All property lines, easements and buildings,
the calculations are required to be signed by , both existing and proposed, are shown on this
the California licensed architect . or engineer' site plan".
responsible for the plan preparation. Please
include the California license number, seal, , ,5. Clearly' designate on the site plan existing'
date of license expiration and 'the date the '/ buildings to remain, existing buildings'to be
plans 'are signed. Business and Professions ' demolished, buildings to be constructed under
Code,. this permit and any proposed future buildings.
Show on the. Title Sheet all bTuildiñgs, ' . Clearly designate any side yards 'used to 7 'structures, etc. included walls,, under this ' / justify increases in allowable area based on,
application. Any portion of the. project shown Section 506:
on the site plan that is not included with the
building permit' application filed should be ' )t1.
.
Show on the site plan all proposed, walls;
clearly identified as "not included", on the , ( retaining walls and fences. Specify their
site plan or Title Sheet. heights on the plans. Provide construction
Provide a Building Code Data Legend on the
details if a part of this permit.
,Title Sheet. Include, the following code 14.. Clearly dimension building setbacks from
"- ' information for each building proposed.:' - ' ' 'property lines;' street'- centerlines, 'and-from
all adjacent' buildings'and structures'on the -
Occupancy.Group' ' ' ' -' ' ' - site plan.
Description of Use
- Type of Construction
Sprinklers Yes or No
Stories Height
- Floor Area
Justification to exceed' allowable area in Table
57C. (if applicable).
Justification to exceed allowable height or
stories in Table 5-D. (if applicable). ' ' '
- '
-2/15/90 . .-
' '
' 2
3,1 Show and dimension on the site plan all
/ building projections including eaves,
balconies, cornices and similar appendages
extending beyond the exterior walls.
4. 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 cut or fill slopes.
Show dimensioned parking layout including any
I required disabled access spaces.
4. Show the location, of any designated flood
I plains, open space easements, or other
development restricted areas on the site. plan'.
D. LOCATION ON PROPERTY
2 The exterior walls shall have no openings when 7 closer than , 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.
When two or more buildings are on the same
property, the buildings shall have an assumed
property line between them for the purpose of
determining the required wal,l 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 505.
24 When a new building is to be erected on the
same property as an existing building, the
location of the assumed property line with
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).
1ELOcJ
2. 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 ZO feet to a
property line or an:' assumed property line,
shall be I ' fire-rated construction. Section
TL .-k . ç t1i £x,STI,.'6- L-kIL Al &€-' 7
F-i'v& fltt ,MSUo p' , " is
(2T Exterior walls shall have a 30 inc~h parapet
when less than feet o . a roperty
line or an assumed property. line. The \ uppermost 18" of such parapets shall be,.
Nnoncombustible. (see exception, Section 1709.)
AoJ- -S U— Lf C> ?'0P4E_ct7Y L,A,L OPJ
2. 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.
4. Projections may not extend more than one-third
'I 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 construction
shall be maintained through attic areas.
Section 4304 (c). rT FL
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).
3 . Exterior stairways shall not project into
yards where protection of openings is
required.. Section 3306 (n).
p6• 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).
3 ) () !,D,CkL - Th X,ST ,AJ6 1(LOv'&- Tr9f (oJSTiacrtOJ o' ?
g X Th'a'- L'Ait (om STgvTfo,'J A-' ,Ze? 4W&-.
FA c, fl+ Aj 0
14/90 ' . ' 3
Y. Handrails:
Handrails are required on each sid of
stairways. Stairways less than 44" wide
or stairways serving one dwelling unit may
have one handrail (if not open on both
sides).
Private stairways (1 tenant) need only
have a handrail on one side if 30" or less
in height.
C. Handrails shall be 34" to 38" above nosing
of treads and be continuous.
Except for private stairways, at least one
rail shall extend 6" beyond top and bottom
risers.
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 301'-3411 .
The handgrip portion of all handrails shall be
I •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).
i4. 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-fourths-hour rating, unless two separate
-exterior stairways serve an exterior exit
balcony. Section 3306 (1).
iØ. Openings in exterior walls 'below or within 10 f feet, measured horizontally, of an exterior
stair shall be protected by self-closing fire
- assemblies having a three-fourths-hour f-ie
protection rating when the stair serves a floor -
level having openings in twO -- or more floors
below it,: See- exception -above. -. Section 3306 -
l. Buildings four -or more stories in height shall
- ( have a stairway numbering system complying with
Section 3306 (q).
M. CORRIDORS
l4. 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. -Section 3305 (b). -, -
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). -
1. Corridors serving 30 or more occupants shall
have walls- and ceilings of one-hour
- construction except:
Corridors greater than 30 feet wide when
the occupants have an - exit independent
from, the corridor.
Exterior sides of exterior exit balconies.
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).
'ii. Exit corridors shall not be interrupted by
-( intervening' rooms. Foyers, lobbies or
reception rooms ccnstructed as for corridors
shall not be construed as intervening roons.
Section 3305(a).
153 One-hour fire-rated, corridors shall have door
openings protected by tight-fitting smoke and
draft control assemblies
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).
1. 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 isseparating from
the corridor. Such openings shall be
protected by fixed, approved 1/4 inch thick
wired glass . instálléd in steel frames.
- ' - Section 3305 (h).
l)'. Elevators serving more than two stories shall
I 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.
17g.. Duct penetrations' of fire-rated corridor walls
and ceilings shall have fire dampers per
Section 4306 (j).
5/10/90 - ' - ' 10
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 and located between 24 and 36 inches
above the walking surface. Section 5406 (d) 7.
Q. ROOF
Class. .L_ roof covering is required. Table
32-A.
39f. Specify roof pitch.
iyl. .Roof pitch is not adequate for roof-covering
specified. Specify minimum pitch of
183. Specify roof material and application. Chapter
32. . PLv.i.S
Specify ICB0, UI or other recognized listing
approval number for roof materials not covered
in UBC, e.g., tile, etc.
i$. Specify minimum 1/4 inch per.foot roof slope CIA-
,
75.
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).
)17. Show the legal basis to allow roof drainage to
flow onto the adjacent property.
34. 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.
3. Plastic skylights must be separated from each
other by at least 4 feet. Section 5207 (a) 6.
l,iO. . Plastic skylights shall not be installed within
I that portion of: a roof located within a
distance to property line where openings in
exterior walls are prohibited or required to be
protected. . Section 5207 (a) 7.
Provide skylight details to show compliance
( with Chapter .34 and Section 5207 or provide
ICB0 or other recognized approval listing.
171'. 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 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).
]/4. Provide a minimum 22" x 30" attic access
/ opening (or 30" x 30" if equipment is in
attic). Section 3205 (c).
R. FIRE XrINGUISHING
17g. 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).
19g. Fire sprinklers arerequired-in a basement if.
.( any portion of a basement is more than 75 feet
from openings in an exterior wall.- Section
3802 (b).
101 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).
1/8. Fire sprinklers are required in-re tail sales
I 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 occupancies
I when exceeding the areas in Section 3802(f).
2. Provide ,f ire sprinklers in rooms used by the
I 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).
27(. . Provide fire sprinklers
Section 506, 507, 508 or. 3802. See also
jurisdiction ordinance.
~2_ 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 attended location." Section 3803.
2/14/90 12
7,11. Show minimum under floor access of 18 inches by f 24 inches. Section 2516 (c) 2.
27,1. Show minimum-under floor ventilation equal to,a
j 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 ventilation
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:
2. Showheight, and construction details of, all
masonry walls.. Chapter .24.
2I. Show floor and roof connections .to.masonry
I' walls. Connection shall resist 200 pounds per
lineal . foot or the actual design load,
.whicheveris greater. Cross grain 'tension or
bending in wood ledgers is not permitted.
Section 2310.
232 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). / 'I 2fl'3. Show , a minimum 2" air space and .f lashing
between planter and building walls. Section
2516 (c)-7.
FRAMING
2w., 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 r the plans to show that all structural materials
will: comply with the design calculations and'
.-...Wilding, code requirements... ,,. .. . .,.
236. On the cover sheet . of the plans, specify anyt
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 'REMARKS
CHECKED
SOILS COMPLIANCE
PRIOR TO
FOUNDATION INSP.
STRUCTURAL. CONCRETE
OVER 2500 PSI
PRESTRESSED . STEEL
FIELD WELDING -
HIGH STRENGTH BOLTS
EXPANSION ANCHORS
SPECIAL !ASCR .
SPRAYED ON FIRE
PROOFING
PILES/CAISSONS
DESIGNER-SPECIFIED
2,17. Where special inspection is required for I masonry, note on the plans that prism tests
shall be performed in accordance with Section
2405. Section 2406(c)l. S
Show wall bracing. Every exterior wood stud'
wall and main cross partition shall be braced
.at each end and at least every 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 12" or more in depth shall b&
supported laterally by bridging at -intervals
not exceeding 8 feet, unless both edges are,
held in line. Section2506(h), 2517.
Show blocking at end and at supports of floor
joists, and . for rafters at exterior walls.
Section 2517 (d) 3.
2Ly?. Show solid blocking at ridge line and at
( exterior walls on trussed roofs. Section 2506
(h), Section 2517 (h). ,
2/14/90 . . . 14
26/. Show on the plans all structural requirements
( developed in the structural calculations.
'2fl. 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.
2. Individual concrete or masonry piers shall
/ project 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.
211. Specify plywood grade and panel identification
F index. Table 25-S-1. V
2/8. When roof pitch is less than 3:12; design ridge
I .as abeam. Section 2517 (.h).
20. If foundation cripple wall studs are less than
f 14", 'framing shall be 'solid blocking or the
cripple studs sheathed with plywood. Section
2517 (g) 4.
Cripple wall 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.
27L Show plywood' 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).
2/2. Ridges, hips, and valleys shall beat' least one
/ size larger than supported rafters. Section
2517 (h)'.3.
27/. In open beam construction, provide strap ties
across the beams at the ridge support. Section
2501(-b)-.
v. MISCELLANEOUS
2/(. Parking garages 'shall have an unobstructed
headroom,clearance of not less than 7'-O" above
the finish floor to any ceiling, beam, pipe or
.similar construction. Section 702 (b).
2/4'. Provide details of restrooms to show compliance
with Section 510 (b), 'regarding floors, walls
and showers. '
276 If both sexes will be employed and the number
of employees' exceeds four, provide separate
toilet facilities for men and women. If "both
sexes will be employed and the total number of
employees will not exceed four", and only one
restroom is provided, note ' the words in
'quotation above on the floor plan. Section 705
274. Show unenclosed floor and roof openings, open
/ and glazed 'sides of landings and ramps,,,
balconies or porches more than 30" above grade'
or floor, and roofs used for other than
service to the building have 42" ' minimum
height guardrail, through which a 6" 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.
271. Provide platform and stage construction,
including occupancy separations and roof
vents, as per Chapter 39.
Provide at least one drinking fountain for
I , each floor level in Group A occupancies.
Section 605.
26'. Show that aisles and seats comply with
Sections 3315 and 3316.
1. 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 dnly as access to the public'
street. The main entrance to the building
shall be located on a public street or on the
20
access way. Section 603. V
'. Pedestrian walkway shall comply 'with Section
509. '
2 '.' Lateral bracing for suspended ceiling must be 2X
' 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 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. ' VA 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.
W. TITLE 24 HANDICAPPED ACCESS
284. Provide note and details on the plans to show
compliance with the enclosed Handicapped
Access Check List. Handicapped access
requirements may be more restrictive than the
UBC.
3/28/90 , ' 16
X ENERGY CONSERVATION s-J. Where exit signs are required by Section
/ 3314(a), approved and listed internally,.
2 5. Provide mechanical plans, plan 'details, externally or self-illuminated,low-level exit
calculations and completed forms to show signs complying with Section 3314 shall be
compliance with state regulations for energy ., required. The bottom of the sign shall be not
conservation. ' less than 6 inches nor 'more than 8 inches
above the floor level. FOr exit way doors,.
2 6. Provide electrical plans, plan details, the sign shall be on the door with the closest
calculations and the completed Form 5 or CF-5 edge' of the sign with 4 inches of the door
t6 show compliance with state regulations for frame or adjacent to the door. Such signs
energy conservation. , shall be of a type which is perceptible to the
sense of touch. Section 3314(e).
'2 7. Incorporate in the plans or specifications the '
attached "Title 24 Mandatory Requirements" and ' Sf3. Where exit signs are required by Section
the "Title 24 Construction Compliance Statement 1 3314(a),.all exit corridors shall be' provided
Requirements". , with continuous low-level exit path marking.
Approved and listed internally or self-
Y. ADDITIONAL ' ' ' . ,' ' illuminated marking shall be installed at
' ' :. ' ' ' .' ,,
Please see additional corrections, or remarks, ..
Oon
floor level 0r no higher than 8 inches above
the floor level. Such marking shall be of a
the following page. type which is perceptible to the sense of,
To speed up the recheckprocess, note on this
8-list
touch. Section 3314(f).
(or a copy) where each correction item has 5/4. Area separation walls shall 'not be -considered
been addressed, i.e., plan sheet, note 'or to create separate buildings for the purpose
detail number, calculation page, etc. - of automatic fire-sprinkler system
requirements as set forth in Chapter 38.
.290 Please indicate here if any changes have been ' Section 505(e)6.
made to the plans that are not a result of ' 'EXCEPTION: Buildings separated by continuous
corrections from this list'. If there are other . area separation 'walls of four-hour fire-
changes, please briefly describle them and 'resistive construction without openings.
where they are located in the plans. , Buildings required to have automatic fire-
sprinkler protection as set forth in Section
Have changes been made to the plans not . 13113 of the Health and Safety Code (homes for
resulting from this correction list? Please children or the aged) are prohibited from
check. . using area separation walls in lieu of
automatic fire-sprinkler protection.
Yes , No I S/S. - In educational occupancies, storage and
NOTE: - . janitor closets shall be of one-hour fire-
The following provisions are contained in Title 24, , resistive construction with openings protected
Part 2, California Building Code, as adopted and by assemblies having at least a three-fourths-
enforced by the State Fire Marshall. They are ,hour fire-resistive rating. Section 802(c).
provided here as a courtesy to assist designers in ' j
developing the' project documents. All applicable Sjt. Section 1807 should be reviewed for all high-
provisions may not necessarily be included. Please ' rise buildings.
direct any questions regarding interpretations of
these provisions to the local Fire Department. SyT. The exception, in Section 3318 of the UBC has
''beenrevised so'as to allow the omission of
Sf1. Walls.of corridors and exterior exit balconies panichardware at the main exit in churches
I in Groups A,E,I,R-1 and C Occupancies having an (by using signage), only when the occupant
occupant load of more than persons and in . load 'of'the church is less than.300.
all other occupancies having an occupant load /
of 30, or more shall be not less than one-hour, 8. If emergency warning systems are required
fire-resistive construction. Section 3305(g)l. they shall activate a means of warning the
'hearing impaired. Flashing visual warnings
'shall have a frequency of not more than 60
flashes per minute. Section 7204.
3/28/90 ' ' - ' . 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 ,D
-
55
at Esgil Corporation. S
.5
Thank you. S
-
Enclosures: . • • :.
1. • - I • . •
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3/28/90 -. . • 18
-*
TITLE 24 HANDICAPPED ACCESS CORRECTION LIST
Jurisdiction c4f.-L5 Is A
Plan Check No.
References to section numbers with prefix "2" are to Title 24, California Code of Regulations, Part 2
(California Building Code). Prefix 113" is for Part 3 (California Electrical Code). Prefix "5" is for
Part 5 (California Plumbing Code).
Exemptions claimed for any item shall 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 "
Provide handicapped spaces.
-7l02(b)
(jj)• Space shall be so located that
handicapped persona are not compelled to
wheel or, walk behind parked cars other
- , than his/her own. 2-7102(c)
Parking space shall be a minimum of 9
ft.x18 ft. with adjacent marked 5 ft.
loading zone. Double space shall be 23
ft. wide'. Where a single space is
provided, the loading/unloading zone
shall be On the passenger-side of the
'vehicle. 2-7102(c).
() 'Maximum slope of parking surface in any
direction shall not exceed 1/4" per
foot. .2-7102(e).
Parking space(s) shall be identified
with the International Symbol of
Accessibility 'on ref lectorized sign
affixed to post or wall, and also
duplicated on parking surface (symbol to
be 36"x36" and painted at, the back of
the-parking stall). 2-7102(f)
() Entrance 'to parking area '('or at each
stall) shall have a sign stating that
..Unauthied véhicle()',' parking in
handicapped space(s) may be subject to
tow-away.. 2-7102(f)'
A. If covered parking is provided, then a
( reasonable portion of the total number
of stalls reserved for the disabled
shall also be covered. 2-7102(a)
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) '
() CURB RAMPS' P0 J T)t-c CV - R,k'p Co—Pt
Curb ramps ;hall be located wherever
pedestrian path crosses curb. (2-
7103(a))
Curb ramp shall e- 48"' mm. width (2-
7103(b))-with maximum slope' of. 1 in 12.
2-7103(d)
A level 48" mm. depth' landing is
required at top of curb ramps over
'entire curb ramp width. 2-7103(d)
If no landing is provided,the slope of
flared sides shall not exceed 1 in 12.
2-7103(d)
Surface'is to be slip resistant and a
contrasting finish from adjacent
sidewalk. 2-7103(f)
Border markings shall be 12" wide of
1/4"xl/4" grooves, 3/4" apart, located at
top and sides. 2-7103(h)
WALKS
Site development and grading sh.all,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. 2-7101(a)
.b Walks sloping greater than 56 (1 in 20).
'must comply with ramp requirements of
Sec. 2-3307. 2-3325(c)
c Walk width shall be 48" minimum, and
shall have slip-resistant surfaces.
2-3325(a)'
The maximum 'cross slope shall not exceed
1/4" per foot. '2-3325(a)3
Gratings are not allowed whenever
possible. 2-3325(b)
,At each' gate or door a' 60"x60" level area
is 'required when the gate swings toward
the walk. 2-3325(e)
..A 48"x44" deep level area'is required
when the gate swings away from the walk.
2-3325(e)
hi.' A.24" 'clear space is required at strike
side of gate or door. 2-3325(e)
PEDESTRIAN RAMPS -
A path of travel with a slope greater
than 1 in 20 shall be considered a ramp.
2-3307(a)
The maximum slope shall be 1 in 12.
.2-3307(c.1) •
The width shall be 48" minimum. A
minimum'width' of 60" 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 36"
when the occupant load is 50-or less. .2-
3307(b;l)
The surface of ramps shall be slip-
resistant. 2-3307(g)
A 60" intermediate landing is required
at maximum elevation change of. 30" and
72" landing at each change of direction
(over 30 degrees). 2-3307(d.1)
Landings are required at top and bottom
of ramps. 2-3307(d.1)
Bottom landing shall be minimum of 72"
in the direction of travel. Fig. 2-33-
1A
i. Top landing shall be 60" x60" minimum.
2-3307(d.1)
When door swings onto top landing,
minimum depth of landing required is
door width plus 42". 2-3307(d.l.)
Top landing shall have 60" mm. width
when door swings onto the landing, 'with
24" on strike side of door at exterior
ramp,' or 18" at interior ramp.
2-3307(d.i)'
Ramp handrails -are required on each side
of ramp, when slope exceeds 1 in 15. 2-
3307(e.1)
1. Ramp handrails shall ,be continuous,
located 30"-34" in height above ramp
surface, with 12" extensions beyond top
and bottom, and the ends returned.
2-3307(p.1)
m Handrails shall be 1-1/4" to 2" cross
section, spaced minimum of 1-1/2" from
wall. 2-3307(e.1)
A 2" high curb or wheel guide -rail
centered 3" +T1 'above ramp surface is
required on both sides where not
otherwise bounded by walls when the ramp
exceeds• 10 feet_in_length.
23307(h.1)
SPECIAL ACCESS LIFTS
z. Lifts -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)
The lift platform shall be ,of sufficient
size to accommodate a wheelchair
(30"x4811). 2-5107(a)
c There shall be a: level and clear floor
area or landing (60"x6011) at each level
for access to the lift. 2-5107(a)
(6.' HAZARDS
(a. 'Provide, 80" headroom from walkway
surface to any overhanging obstruction.
2-3326(b)
Headroom of 80" minimum shall be
maintained for walks, corridors, aisles,
'etc. 2-522(f)
Protruding objects with leading edges
between 27" and 80" above finished floor
shall not protrude more than 4" into
walks, corridors, etc. 2-522(f)
Free standing objects mounted on posts
between 27" and 80" above the floor may
project a maximum of 12". 2-522(f)
Abrupt changes in level exceeding 4"
adjacent to walks, except between walks
and adjacent streets or drives, shall be
identified by 6" high warning curbs above
walk surface. '2-3326(a)
() ENTRANCES, DOORS, VESTIBULES AND CORRIDORS
. All primary entrances to buildings shall I be accessible to the handicapped.
2-3301(f)
All required passage doors shall have 32"
clear opening at 90 degrees (36" door)'.
2-3304(f)
j. At least one of a pair of doors shall
/ meet the minimum 32" clear entrance width
requirement. 2-3304(f)
çl. Threshold shall be no higher than 1/2" I above the floor. Edge tobe beveled' with'
a slope no greater 'than 1 in 2, if more
than 1/4".- 3304(i.1)
,.A. Exterior level' landing may slope up to
1/4" per . foot in any direction for
surface drainage. 2-413
f. Door hardware shall be of the lever or
push type, mounted 30" to 44" above the
floor --and --be' operable 'with a
effort'of 8.5 lbs. for exterior doors, and-
5 lbs. for interior doors. 2-3304(c), 2-
3304(i.2)
The lower 10" of the door shall be of
smooth, plane surface (no recess or trap)
except at automatic and sliding doors.
2-3304(i.3)
11 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)
At turnstile, provide an access gate, 3211.
clear width opening, within 30 'feet of
turnstile. 2-3304(i.4)
j. There shall be a clear area on each side ( of door, 60", deep in direction of door
swing and 4.4" deep in opposite direction
of, door swing. 2-3304(i..1)
Doors (other than handicap compartment)
are not to encroach more than 12" into
above mentioned clear space.
2-511.1(a) .
Provide a-28" clear space between water
closet and fixture or 32" clear space
between water closet and wall.
2-511.1(a)
A.48" long clear space is required in
front of water closet. A 60" clear
space. is required when the toilet
compartment has a side door.
2-511.1(a)
Water closet compartment door to provide,
32" clear width ''for end, entry and 34"
clear width for side entry. Door to be
self-closing. 2-511.1(a) ''
7 .
SINGLE ACCOMMODATION TOILET FACILITIES
Water closet' shall be located 28" from a
fixture or 32" from a wall. 2-511.1(a)
Minimum clear space in front of water
closet 'shall be 48". 2-511.1(a),
C. In an existing building, a single
accommodation toilet facility may have a
space 36" wide x 48 " long in front of
water closet. 2-51.1.1(a)
L. GRAB BARS AT WATER CLOSET
One at side 42" long extending 24" in
front of water closet;' one at rear 36"
long centered on water closet; both
mounted 33" above floor. 'Where a tank
type toilet is used, grab bar may be as
high as 36". 2-511.1(a)
Bars shall be '1-1/4" to 1-1/2" in
diameter with 1-1/2" clearance-to-wall.
2-511.1(a)
"c. Bar 'fasteners"and mounting support 'shall
be able to withsthd 250 lbs./ft.-in
bending, shear and tension.
2-511.1(a)
WATER CLOSET
a. Height of water-closet seat shall be 17"
to 19" 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 44" above' the floor.
5-1502
d. The force required to activate controls
shall be no greater than 5 pounds force.
5-1502
/6. URINALS
Where urinals are provided, the -rim of at -
least one shall project 14" from the wall
and be located 17" maximum above floor.
- 5-1503(a)
'The force required to activate the flush
valve shall be 5 lbs. maximum and'located
44" maximum-Above floor.
5-1503(b)
Provide 30" x 48" clear floor space for
forward approach. 2-511.1(b) -
LAVATORIES
a. Provide 30" x 48" clear,floor space for -
forward approach. Said clear floor space
may include knee and toe space under,
lavatory described below.
2-511.1(b)
.b. Provide clear space beneath lavatories
29" high by 30" wide by 8" deep at top
and 9" high by 30" wide by 17" deep at
bottom from front of lavatory (toe
space). The maximum counter surface
height should be 34". 5-1504(a)
c. Hot water and drain pipes under
lavatories shall be insulated.
5-1504(b)
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. 5-1504(c)
If self-closing valves are used, they
shall remain open for at least' 10
seconds. 5-1504(c)
TOILET ROOM ACCESSORIES '
'Mirror bottom-- edge shall "be located 4.011,
maximum above floor. 2-511.1(b)
Toilet, tissue dispensers shall be mounted
within 12" from the front edge of toilet
seat. 2-511.1(b)
Operating parts of dispensing 'and
disposal fixtures (towels, waste, coin
'slots, etc.)' shall be within 40" of
floor. 2-511.1(b)
19 SANITARY FACILITIES IDENTIFICATION
- a. On doorways leading to sanitary
facilities the symbols' to be provided are
12" Equilateral' triangle for men, 12"
diameter circle for women, and 1/4"
thick, centered on door, 60" high and
contrasting color. Unisex facilities
shall be identified by the circle with
the triangle superimposed within the
circle. 2-511.1(a) ' -
2/. DINING, BANQUET AND BAR FACILITIES d. A sign shall be posted in a prominent
/ ', place indicating the availability of
a. Access shall be provided at primary assistive-listening devices. The sign
entrances. 2-611(d) shall include the international symbol of
deafness and wording that states
b. Wheelchair access shall be provided to "Assistive-listening System Available".
all areas where each type of functional
activity occurs. 27611(d) ' GROUP B OCCUPANCY g1'rs
c. This facility, requires 31. Group B occupancies used for assembly wheelchair seating spaces. 2-611(d) / purposes but having an occupant load of less
than 50 shall conform to all the
d. At least one wheelchair seatingspace requirements for Group A occupancies covered
shall be ,, provided 'for each' dining, in Section 2-611. 2-712(d)
banquet -and bar area. 2-611(d),
11. SALES FACILITIES
e. Access to ' wheelchair seating spaces ( shall' be ' provided by 36" minimum clear a. General sales, display 'and office areas
width main aisles. 2-611(d)' together with related toilet rooms must
be accessible. 2-712(b)
f. Cafeteria line aisles shall be a minimum
of 36" clear width. 2-611(d) , b. Sales employee' work stations, shall be
located on accessible levels. Employee
g., Access to food preparation areas shall work areas shall ' be accessible to comply with provisions for entrance employees in wheelchairs, and the,
doors and doorways containedin Section ' customer side of "sales or checkout
2-3304. 2-611(d) stations 'shall be accessible.
2-712(b)
h. Restrooms and powder rooms shall conform
'to the requirements in Section 2-511. c. This facility requires check
2-611(d) stands accessible to the physically
handicapped, based upon '1 'for 8
. RELIGIOUS FACILITIES checkstands or less,, 2 for 9 or more. 2-
712(b)
a. Sanctuary areas shall be accessible. 2-
611(e) ' d. Where quick check stands are provided, at
least one shall be accessible.
b. Provide wheelchair seating ' 2-712(b)
spaces in the sanctuary. Use Section 2-
611(b). 2-611(e) ' e. Check.stands shall be made accessible by
providing a 36" aisle on the customer
c. Provide wheelchair access 'to raised 'side of the stand. 2-712(b)
platforms, choir rooms,, choir lofts,
performing areas and other similar f. Accessible check stands shall be
areas. 2-611(e) ' 'identified by the International Symbol of
Accessibility and shall state, "This
Assembly areas 'a'lbng with enclosed and , ,T chëck stand tôbi'open at all time föf -'
unenclosed platforms andstages shall be' , handicapped/physically ' ' ' disabled
'made accessible. 2-611(e) , , customers". 2-712(b)
Sanitary facilities shall conform to the 32. FITTING OR DRESSING ROOMS
requirements of Chapter 2-5. 2-611(e)
/ 9. ASSISTIVE-LISTENING DEVICES ,
a. Where fitting/dressing rooms are provided
'for male or female customers, one for
each type shall be usable by the
a. Assembly areas' with permanently physically handicapped. 2-712(b)
installed public address systems (other
than exclusively for paging or b. Minimum 'dimension, of room shall be 609 x
background music), shall provide 60". 2-712(b)
assistive-listening systems for people ,
with hearing impairments. 2-611(f) , c. Bottom ,of the mirror shall be located
within 20" of'the floor. 2-712(b)
b. Since the capacity of the assembly area
exceeds 99, this facility requires - d. Height of clothing hooks shall not be
personal receivers to be available on greater than 48" from the floor.
request. 2-611(f) 2712(b)
C. If the system provided is limited to
,specific areas or seats, then such areas
or seats shall be within a 50-foot '
viewing distance of the, performing area.
iLAM a3RKroN s]cr ._L oJ
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FOR UNCONDITIONED BUILDING- SHELL DEtG &i 7 PRDVJD~ P, cr-Lb. bTW& THAT BOILDINCT 4J '*EE 2"JCA'_E.
'vfl-L COMPL'I AT _____________________
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1 1- 229. S E T - pi
v0u1g WMOKER
DARRL ?E4RIS0
1. Submit complete electrical' plans and RI14TE.1
G.panela.
Submit plan showing location of
specifications. .EC. O-2.J
Submit plan showing location of all . Provide the required working clearances.
services. Ja3"-2.1 1O,7I,7Z,24 in front of panelboard(s) per-.NEC 110-
16(a).
Submit complete one-line diagram of
service 'and feeders. . . .
. Submit panel schedules.
S
Indicate the grounding system to be Specify conduit and wire sizes
installed for building service.
. IJEC. a.O - 2.4, gc), . . 1/-Specify aluminum or copper conductors and
Indicate ampere interrupting capacities. type of insulation. .
(AIC) of service and subservice
equipment. NEC 230-65/110-9. ?fl. Show approximate length of feeders.
Indicate sizes of fuses and/or circuit Specify electrode conductor size and type
breakers. FJC. 240(Q . . . wire. (aluminum or copper)
Indicate fuse to show fault Submit electrical load calculations.
currents are limited to 102 000 amps on . . branch. circuits,(i.e. 33W, LCL,TS,L?4) Indic,ate existing main service size.
If fuses are not used to limit fault Indicate existing main service load. currents on branch circuits to 10,000 .
amps, specify method to be,used. . Indicate new additional loads.
•• . Submit plan showing location of all . .26. Indicate wiring method, i.e. .EMT, metal
switchboards. . flex.
fr
ó. Indicate dimension of switchboards and Show exit signs on the electrical
control panels rated 1200 amperes or .. lighting plan(s). . As . per Sec. 3313 and
more NEC 110716(c) 3314 of the 1988 UBC, provide two sources
of power to exit signs and exit Provide the required access and entrance illumination 14E.C. 1 — tCo to working space for switchboards and . .
control panels rated 1200 'amperes or Provide receptacle(s) within 25' of the more. NEC 110-16(c). . . ' HVAC A/C units. UMC Section 509.'
Submit plan. showing location of all . Provide multiple.switch lighting controls transformers. . ' ' . per CAC, Title 24, 2-5319.
Indicate the grounding system to be . . Provide ,the .. required sign circuit(s) and installed for transformers. NEC 250- ' , outlet(s) per NEC 600-6(b).
C,1EEL CLb JA.TE.j PIPE , To speed' tip the recheck process, note on
Sthis .
Provide overcurrent protection on the list (or a copy) where each
secondary side of transformers. 'NEC 240- , correction item has been addressed. i.e.. 21/384_16(d)..
S ', 'plan sheet, specification. etc. Be sure
to enclose the marked up list when you
submit the revised plans
Any questions on electrical please contact the plan checker shown, above, at Esgil Corporation at-(619) 560-1468. 'Thank.you.
09/10/90 FTvCTPTI'AT APWrTrM
Date t 416191 Jurisdiction C4A
Prepared by
I
'D Bldg. Dept.
VALUATIONAND PLAN CHECKFEE 0 Esgil
PLAN CHECK NO. 8
*
BUILDING ADDRESS -.(8 _C-1
APPLICANT/CONTACT . PHONE NO. .
BUILDING OCCUPANCY .- DESIGNER PHONE____________
TYPE OF -CONSTRUCTION - CONTRACTOR PHONE__________
BUILDING PORTION BUILDING AREA VALUATION VALUE
-. - _jTULTIPLIER
5c c~oo fa-,?-o
AirConditioninz
_ ___________I.____________________ Commercial
Residential. . .-.. . . - .. Res. or Comm.
Fire. _Sprinklers
.. . . .
Total Value. ___
I
:.:. ••. . .
BUILDING' PLANCHECK
ENGINEERING CHECKLIST
co
(7) ' DATE:,-30 M-') Yr ITEM COMPLETE
PLNCHECK NO H B2 ITEM INCOMPLETE
NEEDS OUR ACTION
1 2 3 93O t.4APsN4 " Pt. . . ITEM SELECTED.
1S N R
'T D D _________________________ ••
C C C PROJECT •ID:.Q.
HH H
E E E •t3EGALREQUIREMENTS " .
K, K' K Site Plan' ..
' 1. Provide a fully dimensioned ,.site plan ,.drawn to scale.
.Show: north' arrow, property lines., easements, existing and
proposed' structures, streets, existing street improvements,
' right-of-way width and dimension setbacks.
2. Show on. site plan: Finish floor elevations, pad
elevations, elevations of' finish grade., adjacent ' to
building, . existing topographical lines, existing and
proposed slopes', driveway' with 'percent (%) grade and
drainage patterns.,. ' .
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1i4 E E3., Provide legal description and Assessors Parcel Number
Discretionary Approval Compliance
4. No Discretionary approvals were, required.
5.. Proj'ect complies with all Engineerirg' Conditions of
Approval for Project No.
El El'
6. Project does not comply 'with the following' Engineering''
Conditions of Approval for Project No.PtP1A ' •. • 4
Conditions complied with by: , _' Date:________
A • Field 'Review ' ' • . . '
' ' ' ' '
oo 7. , Field review completed.' No issues raised. '
8. ' Field review 'completed. The following issues" or
discrepancies with the ,'site plan ,were found:
Site lacks adequate public improvements
Existing drainage ,improvements not shown, or ,in
conflict' with site plan. . ' •
site ,is served by overhead power lines.
P:\D0CS\MISF0RMS\FRM0010.DH ' • '
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REV. 02/27/91
D; Grading'is required to access Site, create'.pad :or
provide for ultimate street improvement.
S ..
i-1r S
L_J Li 1-i E. Site access visibility problems exist. Provide onsite
turnaround orengineered solution to problem.
LI LI LI F Other -
Dedication Requirements
9 No dedication requird
El 10. Dediction required. Please have 1a registered -Civil
Engineer or Land Surveyor prepare the appropriate legal
description together with an 8½" x 11" plat map and submit
with a title report and the required processing fee. All
•'', easement documents must be approved and signed by owner(s)
prior to issuanc4 of Building Permit. The description of
Vie ddication is as follows:,
& I, 4,
.5 - . . t. $ -
: -
* '• Dedication completed, Date By:_______
Improvement Requirements •
LI LI 11. No public improvements required. SPECIAL NOTE: -Damaged or
defective improvements found adjacentto building site must
be repaired to the satisfaction of the City inspector prior
to occupancy..' . . .
ii
L_J t_J12 Public improvements required. This project requires
construction of public improvements •pursuant to, Section
18.40 of, the City Code. Please have a- registered Civil
'. Engineer prepare appropriate improvement plans and submit
for separate plañcheck process thróugh the Engineering
Department. \iinproveihent plans 'must be approved, '
0 appropriate securities posted and fees •paid' prior to
issuance of permit. The required improvements are______
5. 5 * S • .0.
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Improvement plans signed, Date:by
P:\DOCS\MISFORMS\FRM001O.DH . . -. .. '. . -, • ' REV. 02/27/91
.5.5 • • *. -S * •5 • S •
- ' 5.•
E F 13 Improvementsare required Construction of the public
improvements may be deferred in accordance with Section
18.40 ofthe'City Code. Please submit a letter requesting
, deferral, of ,the required improvements together with a
recent title report on the property and the appropriate
processihg fee - so we may prepare the' necessary Future
- Improvement Agreement. ,The Future Improvement Agreement
must be signed, notarized and approved by the City. prior 'toy
issuance of a, Building Permit.
• Future Improvement 'Agreement ompleted, Date: I
By
LI LI LI 13a Inadequate information available on site plan to mak a
determination on grading requirements.-- %Please provide more
, detailed Iproposed and 'existing elevations and 'contours.
Include accurate estimates of the grading, quantities (cut,
'. fill', import, export).
LI LI 14.. No required as determinedby -the thforation ,grading 4
provided on the, site plan.
LI F.15. Grading Permit rquired A separate radin piah prepared H
by a registered Civil Engineer nust be submitted. for
separate plan check 'and approval through the Engineering
Department. NOTE:` The Grading Permit must be issued and
grading substantially complete and fàund acceptable to the
City Inspector pridr to issuance of Building Permits.
Grading,.Inspector' sign off. Date:" " by,:''__'
Miscellaneous Permits
1'LI LI 16 Right-of-way Permit not required I
LII] [II 17. Right-of-way. 'Permit required. A èeparate'Right-of-Way
'Permit issued by the Engineering Department is required for
the following
LI LI LI 18 Sewer Permit is not required
II • . ' - ' S ,
• _ _.JU •19. Sewer, Permit is required'. A sewer' Permit is required
concurrent with Building'Permit issuance. The fee required
is noted below in the fees section.
'LI LI 20 Industrial waste Permit is not required
I , ' P:\D0CS\MISF0RMS\FRM0010.DH ' ' ' . ' ' REV. 02/27/91
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PLANNING CHECKLIST
Plan Check No ?/ Address /'3 lcrro
Planner c. C Phone .438 1161 1 ext
I
-
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(Name)
APN f( 30 -/.(.
(__S' ('\
Type of Project and Use S7at'1
Zone C)- Facilities, Management Zone
t
E •~ ' T ç Legend z
r71
ILl. Item Complete -
:
• .
'& V
U Item Incomplete- .Nee4s your action
1, 2, 3 Number in cirle indicates plañcheck number where deficiency, was
•
: identified . .
•
Environmental Review Required: YES 'NO _1YPE, 0
DATE OF COMPLETION
Comphance with conditions of approval? If not, state conditions which require action
V0 Conditions of Approval - -.
Disüonacon Requd YES __Z E
:
• • . .-
- APPROVAL/RESONO.J? DATE: . ;. •
• PROJECT NO. _________ •
• OTHER RELATED CASES:' . ' V • V.
V ,• • . V • .- - ri
V • 'Compliance with conditions of approval? If not, state conditions which -i'equire action.
•- ".ConditióiisofApproval 1• )11/
,• I 6P
7 . •
-, • •• '• -
I V • V
California Coastal Commission Permit Required YES .4io -
DATE OF APPROVAL - t4 't/1471
San Diego Coast District, 1333 Canuno Del Rio South, Suite 125, Sari Diego, CA. 92108-3S20
V V
(619)2.97-9 7,40 .,,. V • - '• •.
V • •P •., • •• -
V
• Compliance, with conditions of approval? If not, state conditions 'which require action
• Conditions of Approval V • • V • • V •
V
V .'
V•• •, • V V V
- V
V •• V 4 V V • •,• •VV••• V
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".'.ZN' Laiidscape. Plan Required..-
See attached subrrunal recjuirements for landscape plans
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Site Plan:',
. • •! ' • .: •• • . -
LETtJ 1 Provide a fully dimensioned site plan drawn to scale.' cale Sho 'North- _,,.
-. arrow, 'property lines, easements, existing; and proposed structures,
streets, existing street improvements, nght of -way 1width and
dimensioned setbacks
0 2 Show on Site Plan Finish floor elevations, elevations of finish grade
adjacent to building, existing topographical lines, existing and proposed
slopes and driveway
2
/
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. : •
.3. Provide legal description of property.. •: .
•. .'• •,..4•J ,_t •_ .
I3tJ 0 , 4 Provide assessors parcel number.
1.- • •. ,'••
Zoning
{D 0 1 Setbacks -I
Front Required Shown
Int. ide: Required Shown
Street Side ' Required Showh
Rear Required Shown,,
2 Lot coverage Required Shown
- '. .• •.. • .
.; ••
. . . . :
0 3 Height . Required Shown
. .
.• .•' •• -
- 4 Parking Spaces Required. ______, Sh6wn
Guest Spaces Required Shown
__-c\ -,---•-- . . .1•
Additional Comments -
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OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE
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2560 ORION WAY - CLtp of Q1aribab
CARLSBAD, CA 92008 FIRE DEPARTMENT TELEPHONE
(619) 931-2121'
PLAN CHECK REPORT
PAGE 1 OF
,.APPROVED"
DISAPPROVED.
N CH
PROJECT . ' ADDRESS /90
ARCHITECT.P.C\. 6Z.1+ 'ADDRESS 'rf?j..)d PHONE
OWNER ________________________ ADDRESS A)e oOi-7 45C/1' PHONE 7/'7 -
OCCUPANCY . CONST. 11 h.) TOTAL SQ. FT '1 b .-O STORIES
10,
I
El SPRINKLERED EANT IMP..
APPROVAL'bF PLANS IS PREDICATED.ON CONFORMING
TO THE 'FOLLOWING CONDITIONS AND/OR MAKING
THE FOLLOWING CORRECTIONS: ,
PLANS, SPECIFICATIONS, AND PERMITS ,. S
1 Provide one copy of floor plan(s) site plan sheets
2. Provide two site plans showing the location of all existing fire hydrants within 200 feet of the project.
3 Provide specifications for the following
4 Permits are required for the installation of all fire protection systems (sprinklers stand pipes dry chemical halon
CO2, alarms, hydrants). Plan must be approved by the fire department prior to installation.
- 5 The business owner shall complete a building information letter and return it to the fire department
FIRE PROTECTION SYSTEMS AND EQUIPMENT
6. The following fire protection systems are required:'
0 Automatic fire sprinklers (Design Criteria: • ' '
0 Dry Chemical, Halon, CO2 (Location:
. . , '0 Stand Pipes(Type
0 Fire larrn (Type/Location: : . '' . )•
7. Fire-Extinguisher Requirements: , iOne2A rated ABC extinguisher-for each LgO73'O sq ft or portion thereof with a travel distance to the nearest
extinguisher not to exceed 75 feet of travel.
0 An extinguisher with a minimum rating of ' to be located:;
8.
El Other: . ' . . . ' . ' • .
Additional fire hydrant(s) shall be provided
EXITS
Exit doors shall be openable'from the inside without the use of a.key or any special knowledge or effort.
A sign stating, This door to remain. unlocked during business hours" shall be placed above the main exit and
doors
EXIT signs (6" x 3/4" letters ) shall, be placed over all required exitts and directional signs located as necessary to
clearly 'indicate the location of exit doors..
'
' , . . S , •.
'GENERAL
Storage dispensing or use of any flammable or combustible liquids flammable liquids flammable gases and
hazardous chemicals shall comply-with Uniform Fire Code.
'Building(s) not approved for high piled combustible stock. Storage in closely packed piles shall not exceed 15 feet
in height, 12 feet on pallets or in racks and 6 feet for tires, m plastics and some flamable liquids. If high stock pil-
ing is to be done, comply with Uniform Fire Code, Article 81.
Additional Requirements. 14
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15.' Comply with regulations on attached sheet(s).', S •
Plan Examiner
Report mailed to architect _______ Met with
Date :
SI. &
Attach-to Plans
TRAVIS, VERDUGO, CURRY: & ASSOCIATES. STRUCTURAL CONSULTANTS SAN DIEGO, CA-
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i 4 - I ROBERT PRATER ASSOCIATES . -, - Robert R. Prater, C.E. 1942-1980
I Consulting Soil Foundation & Geological Engineers Wm David Hespeler, C.E.
May21, 1991
239-6Q, 917260
Hughes Investments
Post Office BOx 8700
Newport Beach, California 92658-8700
Attention Mr. Brian McConnell
Re: Clothestime (Building C-i Addition)
Review. of Foundation Plans.
North County Plaza. . . Carlsbad, California
Gentlemen: .
. .
In accordance with your request we have reviewed the foundation plans and specifications.
on them for the subject project. We previously performed a geotechnical investigation for
the entire North County Plaza site the results of which were presented in our report titled
"Preliminary Geotechnical Investigation, North County Plaza, Carlsbad-Oceanside,
California", dated April 30, 1982. An earthwork observation and testing services report for
Building Pad C was issued on November 13, 1986. Our update geotechnical reconnaissance
report for the proposed building addition was recently issued on May 20, 1991. The
purpose of our review of the plans and specifications was to. offer an opinion whether the
plans and specifications conform to the recommendations of our previously- referenced
reports. .
Based on our review it is our opinion that from a geotechnical standpoint the foundation
plans and specifications conform to the recommendations of our previous reports for the + project. . . . .
Our services consist of professional opinions and recommendations made in accordañcë with
generally accepted geotechnical engineering principles and practices. This warranty is in
lieu of all other warranties either express or implied. - -
If you have any questions, please call.
.. - .
Very truly yours,
ROBERT PTER ASSOCIATES D -:. .
.- -
UP. 311.94
WDH1s
Copies: Addressee (1)
SGPA Architecture & Planmng, Attn: Ms DonnaBurns (3)
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•
10505 Roselle Street San Diego California 92121 • (619) 453-5605
. • FAX:(619)453-7420 - . - • :
ROBERT PRATER ASSOCIATES. Robert R. Prater, C.E. 1942-1980
f . _-'.'. -• I. Consulting Soil, Foundation & Geological Engineers Wm. David Hespelér, C.E.
May 20, 1991
239-60, 91-259 . . . S ..
Hughes Ins.'esiments . .
P. 0. Box 8700 ' .
Newport Beach, California 92658-8700 . . . . . .
Attention: Mr. Brian McConnell . . . .
Re: Update Geotechnical 'Reconnaissance
Clothestime (Building C-i Addition)
North County Plaza
Carlsbad, California
Gentlemen:
In accordance with your request we have performed an update geotechnical reconnaissance
for the proposed Clothestime (Building C-i addition) at the North County Plaza in *
Carlsbad, California. The purpose of the update geotechnical reconnaissance was to
evaluate the current subsurface soil conditions at the site with respect to the proposed
building addition and to provide updated recommendations concerning the soil and
foundation engineering aspects of the project. It is our understanding that the building
addition will be constructed northeast of Building Pad C in an area where existing fill soils
were previously removed and recompacted under our observation. Construction will involve
removal of the existing concrete and asphalt pavements to make way for the building
addition. .
We previously performed a geotechnical investigation for the entire North County Plaza site
the results of which were presented in our report titled "Preliminary Geotechnical Investiga-
tion, North County Plaza, Carlsbad-Oceanside; California", dated April 30, 1982. An
earthwork observation and testing services report for Building Pad C was issued on
November 13, 1986.
SCOPE • .
This up reconnaissance reort includes the results of our. site reconnaissance, review, of
1. our previous work performed at the site, and 'analyis oftheproposed construction, and
presents our recommendations, with' regard to the soil and fOundation engineering aspects,of
the propoed building construction. No additional' subsurface exploratiOn work or
laboratory testing of samples was performed.
SITE CONDITIONS I
The site for the proposed building addition is occupied by cement concrete and asphalt
concrete pavement areas adjacent to the existing buildings Several underground utilities
appear to be present in the area. The average site elevation is about 19 feet. The site. is in"
general underlain 'by existing fill soils to a .depth of abOut 18 feet overlying" alluvial soils "
comprised of about 70 feet of soft clay and 15 feet of medium dense silty, sand. The fill and
0505 Roselle Street San Diego California 92121 e (619) 453-5605
FAX: (619) 453-7420
May 20, 1991
239-6Q, 91-259
Page 2
alluvial soils are underlain by very dense silty sand (formational sandstone) at a depth of
about 103 feet. The fill soils underlying the footprint of the proposed building addition
were previously removed and recompac1ed under our observation (see attached Figure 1).
Based on our previous laboratory testing the near surface fill soils possess a low potential
for expansion.
CONCLUSIONS AND RECOMMENDATIONS
Based on the results of our site reconnaissance, previous work at the subject site, and
engineering analysis, it is our opinion that the site is suitable .for construction of the
proposed building addition provided the conclusions and recommendations presented in our
previous investigation report dated April 30,. 1982 as well as the following supplemental
recommendations . are incorporated into the design and construction of the project.
Supplemental earthwork and foundation recommendations are presented in the following
paragraphs. The opinions, conclusions, and recommendations presented in, this report are
contingent upon Robert Prater Associates being retained to review the final plans and
specifications as they are developed and to observe the site earthwOrk and installation of
foundations.
A Earthwork
Clearing and Stripping
The sitè.of the addition shOuld be c1eard of all obstructions including any underground
utilities, any debris resulting from the demolition of existing, pavements and any other
miscellaneous trash and debris, that may be present at the time of construction. Holes
resulting from the removal of underground utilities and other buried obstructions that
extend below the proposed finished site grades should be cleared and backfilled with
suitable material compacted to the requirements given under Item A.4., "Compaction".
Prior to any filling operations, the cleared materials should be disposed of off-site.
Subgrade Preparation
After the site has been cleared, stripped, and the required excavations made, the exposed
subgrade soils in those areas to receive fill, building improvements and/or pavements
should be scarified to a depth of 6 inches, moisture conditioned, and compacted to the
requirements of Item A.4., "Compaction."
3. Material for Fill
All on-site soils with an organic content of less than 3 percent by volume are in eneral
suitable for reuse as fill. Fill material should not contain rocks or lumps over 6 inches in
greatest dimension and not more than 15 percent larger than 2-1/2 inches. No more than
25 percent of the. fill should be larger than 1/4-inch. Any other potentially expansive clayey
soils removed from the required excavations should only be reused as fill below a depth of
12 inches below the finished site grades. Imported fill material should be a low-expansion
potential (U.B.C. expansion index of 30 or less), granular soil with a plasticity index of 12 or
less. All materials for use as fill should be approved by our representative prior to filling.
May 20, 1991
239-6Q, 91-259
Page
Compaction
All structural fill should be compacted to a minimum degree of compaction of 90 percent
based upon ASTM Test Designation D 1557-78. Fill material should be spread and
compacted in uniform horizontal lifts not exceeding 8 inches in uncompacted thickness
Before compaction begins, the fill should be brought to a water content that will permit
proper compaction by either 1) aerating the fill if it is too wet, or 2) moistemn the fill with water if it is too dry. Each lift should be thoroughly mixed before compaction to
ensure a uniform distribution of moisture
Trench Backfill
Pipeline trenches shOuld be backfilled with compacted fill. Backfill material should be
placed in lift thicknesses appropriate to the type of compaction equipment utilized and
compacted to a minimum degree of compaction of 90 percent by mechanical means. In
pavement areas, that portion of the trench backfill within the pavement section should
conform to the material and compaction requirements of the adjacent pavement section.
Our experience has sjiown that backfills for even shallow, narrow trenches, such as for
irrigation and electrical lines, which are not properly compacted can result in problems,
particularly with respect to shallow ground water accumulation and migration
Drainage
Positive surface gradients should be provided adjacent to the building addition and roof
gutters and downspouts should be installed so as to direct water away from foundations and
slabs toward suitable discharge facilities Ponding of surface water should not be allowed,
especially adjacent to the building addition or on pavements
.7. Construction Observation
Variations in soil and geologic conditions are p ssib1e and may be encountered. during
construction. In order to. permit correlation between the preliminary soil and geologic data
and the actual conditions encountered during, construction and so as to aid in evaluating
conformance with the plans and specifications as originally contemplated, it is essential that
we be retained to perform on-site review during the course of construction.
All earthwork should be performed under the observation of our representative to assure
proper site preparation, selection of satisfactory fill materials, as well as placement and
compaction of the fills. Sufficient notification prior to earthwork operations is essential to
make certain that the work will be properly observed.
B. Foundations .
1. Footings
We recommend that the proposed building addition be supported on conventional,
individual-spread and/or continuous footing foundations bearing on well-compacted fill
material.. All footings should be founded at least 18 inches below the lowest adjacent
May 20, 1991
239-6Q, 91-259
Page 4
finished grade. Footings located adjacent to the tops of slopes should be extended
sufficiently, deep so as to provide at least 8 feet of horizontal cover or 1-1/2 times the width
of the footing, whichever is greater, between the slope face and outside edge of the footing
at the footing bearing level. Footings located adjacent to utility trenches should have their
bearing surfaces situated below an imaginary 1-1/2 to 1 plane projected upward from the
bottom edge of the adjacent utility trench
At the recommended depths footings may be designed for allowable bearing pressures of
2,000 pounds per square foot (psf) for combined dead and live loads and 2,700 psf for all
loads, including wind or seismic. The footings should, however, have a minimum width of
12 inches. All continuous footings should contain top and bottom reinforcement to provide
structural continuity and to permit spanning of local irregularities. We recommend that a
minimum of two No. 4 top and two No. 4 bottom reinforcing bars be provided in the
footings. In order for us to offer an opinion whether the footings are founded on soils of
sufficient load bearing capacity, it is essential that our representative inspect the footing
excavations prior to the placement of reinforcing steel or concrete.
Slabs-On-Grade
Concrete slabs-on-grade may be supported directly on low-expansion potential compacted
fill soil. Slab reinforcing as well as slab thicknesses should be designed in accordance with
the anticipated use of and loading on the slab. As a minimum, however, we recommend
that, the slabs have a minimum thickness of 4-1/2 inches and be reinforced with 6x6 -
W1.4xW1.4 welded wire fabric to minimize' hairline cracking of the slabs due to concrete
shrinkage.
The wire fabric should be supported on small concrete block chairs or equivalent prior to
placement of concrete and not hooked into place in the slab. It has been our experience
that hooking the wire fabric to lift it into position during placement of the concrete is not
always effective and often results in the wire fabric being positioned at the bottom of the
slab..
In areas where mOisture-sensitive floor coverings are to be utilized and in other areas where
floor dampness would be undesirable, we recommend that consideration be given to
providing an impermeable membrane beneath the slabs. The membrane should be covered
with 2 inches of sand (minimum sand equivalent of 30) to protect it during construction.
The sand should be lightly moistened just prior to placing the concrete.
Limitations
The recommendations presented in this report are specifically for the construction of the
proposed Clothestime building'addition at North County Plaza in Carlsbad, California. Our
office should be notified of any changes in the proposed construction for further recom-
mendations, if necessary, based on our review. As grading and foundation plans are
developed we should be retained to review them for conformance to our recommendations.
We also recommend that our office review any other plans which may affect the geotech-
nical conditions on-site such as landscaping, irrigation, plumbing, or other similar type plans.
- - -
( * - 4.'
May 20, 1991'
* -- '- -. - •. 239-60, 91-259
Page 5
The satisfactory performance of the site is also dependent on proper maintenance. Proper : maintenance includes,- but is not limited to, providin and niaintaining good drainage away
from struictures and slopes, establishing good vegetation cover on slopes, and avoiding
excess irrigation. .. .
.
Significant variations ingeotechnical. conditions' may occur with the passage of time due to..
natural processes or the works of man on this or adjacent properties; In addition, changes
in the state, of the practice may occur as a result of legislation or the broadening of
knowledge.. Accordingly, the conclusions and recommendations presented in this report
should be reviewed and updated, if necessary, after a period of two years
Our services 'consist of jrofessiona1 opinions and. recon'imendatións made in accordance with
generally accepted geotechmcal engineering principles and practices This warranty is in
lieuof all otherT warranties either express orimplied.
If you have any questions, please call
Very, truly yours,
ROBERT PR ATER ASSOCIATES
WmD GE
Exp/6I94 ))i
WDHls
Attachment
Copies: Addressee (2)
SGPA, Attn: Ms. Donna Burns (4)' . ..,,. .
- -.. . . . ... .
44
.4.'
- •. • -4.. - . •.-. -4 . I ••••'_•' \ . - .'..•.-.'. .
- .
. .
KUDtKI rKAIK R335JIIt3 I .
Consult ng Soil. Fovndot on & Geolog col Engineers Carlsbad California
sPROJECT NO DATE I Figure 239-6Q May 1991 1 1
1
COMMERCIAL/INDUSTRIAL
APPLICATION FORM FOR INDUSTRIAL WASTE DISCHARGE PERMIT
CITY. OF CARLSBAD
APPLICATION NEW )( BUILDING P.C. NO
(CHECK ONE) REVISED APPLICATION NO.: 84-1
* INDUSTRIAL CLASS.:
_op DATE: &Z.S
.signatur.dr City Representative
APPLICATION FOR INDUSTRIAL WASTE DISCHARGE PERMIT
A. GENERAL: 5P4 4rt'E-6TUc12JEJ P11l1/U/UI/L1 H
SITE.
APPLICANT: _NA-U$2I'J ADDRESS: /T)30 )n1feIa0,J R.Q - 1
• TYPE OF BUSINESS: _
- APPLICANT'S ADDRESS:Z3 /flPriitJ 5T"-E-EJT, C)!]7E. 81o *
/1V//1J •,14 2714 • •
WASTES AND PROCESSING: (Check where applicable)
IrDomestic Waste Only i Industrial Waste • fl Industrial Waste NOT
Discharged to Sewer Discharged to Sewer
GENERAL DESCRIPTION OF WASTE (Chemical and Physical Characteristics of.
proposed waste):_______________________________________________________
GENERAL DESCRIPTION OF PROCESS (If Applicable):__________________________
WASTES TO BE DISCHARGED TO SEWER:
S
• S • S.
S
WASTE: TREATED: S •QUANTITY: AVERAGE 5 lO 5, GPD
(Check One) UNTREATEIIF. (Daily) MAXIMUM • GPD
(Gallons Per Day)
APPLICANT OR REPRESENTATIVE OF FIRM:.' D'N&JI - Bo eos
S (Print)
TITLE: _dCJ4{-/r S S
SIGNATURE: DATE: