HomeMy WebLinkAbout1810 MARRON RD; ; CB962099; Permit/-3a & V C
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B U.IL D IN GP.E R MVI T Permi.tNo. cB962099:
02/13/97 953 PrOjectNo A9602977
Page I.df 1 V DevelopmëntN:
Yob Address 1810 MARRON RD Suite
Permit Type' COMMERCIAL TENANT IMPROVEMENT 739 0f1V97 0001 01 (" Parcel No Lot# r pr
Valuation 3,100 Construction Type NEW
Occupancy Group eferene# Status ISSUED
Description ATM FOR GLENDALE FEDERAL; Applied 1O/30/96
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V V
• .Apr/Issue:02/13/97
Ertered By DC
V App1/Ownr.: PACIFICWESTERN V818V77'11i.71 V
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• V 11144 PENROSE STREET •
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• VV 1 •
SUN VALLEY, CA 9135~*
FeP Required V V
ere -
CoJected &'Cedits
Feea: 171.0
Adjustments 00
Total Fees 17 00 Tot , 9/iepts 41 00
130.00
Fee.descript1on,
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. Ect fee. Data V V
63.00 ).,,-,Building Permit
Strong Moti,on,F"' 1. 00 ee
Additional..P.1an Ch
"Y" for~Remode 101% 0 01
Enter 'V for Mechanic 1 )%e e>INcoRPoRArED 'N
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PERMiT APPUCATION
City of Carlsbad Building Department
2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161
1. PERMIT TYPE
From List I (see back) give code of Permit-Type:
---------------------------------------------------------
For Residential Prolects Only: From List 2 (see back) give
Code of Structure-Type:
PLAN CHECK NO. 207
EST.VAL 511-02
IPLAN CK DE1r 4V
Ll
IVALID. BY
DATE
0670 10/30/96 0001 01 02
C-PR1T 41.00
Net Loss/Gain of Dwelling Units
PRCUEGr INFORMATION FOR OFFICE USE ONLY
Address Building or Suite No.
!?IO "O'N. G)Otk Werctl R1k Nearest Cross Street
CHECK BELOW IF SUBMITTED:
02 Energy Calcs 02 Structural Calcs 02 Soils Report 0 1 Addressed Envelope
ASSESSOR'S PARCEL EXISTING USE PROPOSED USE DESCRIPTION QF WORK DESC
SQ. FT P#OFTORIES # OF BEDROOMS # OF BATHROOMS LION 1AUI PhHJN (ii different from applicant)
NAME (last name rst) ADDRESS 73 3e1t,ec, /-
CITY
.aQ(
FOR CONIIUR DOWNER DAGENI FOR OWNER
STATE 1,4 ZIP CODE '?I DAY TELEPHONE l ç 25-i d77
NME (last namerst).. ADDRESS c'l i"- I11eY-y ?" CITY A ci STATE ZIP CODE 91 006 DAY TELEPHONE 3' ç 7- 703 - /t- 32 ?
r nnnn -
NAME (last name first) ADDRESS
CITY STATE ZIP CODE DAY TELEPHONE
cONTRAClOR
_as., nairn _Cp(efl/ic cau.jc'c ADDRESS1 '4) /lJ7 -clie/q'o,i ,57L
CITY
fit
STATE C ZIP CODE 911, $2- DAY TELEPHONE JT77
15&~ r7 STATE LIC.# sw9a LICENSE CLASS 1? CITY BUSINESS LIC. #
CITY STATE ZIP CODE DAY TELEPHONE STATE UC. #
WORKERS' COMPENSATION
Workers' Compensation Declaration: I hereby attirm that I have a certiticate ol consent to sell-insure issued by the Director 01 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 filo with he Buildin Ins ction ction 3800, Lab. C WWffii_
INSURANCE COMPANY
manner so as to become subject to the Workers' Compensation Laws of California.
SIGNATURE DATE
OWNER-BUILDER DECLARATION
Owner-iiuilcler Declaration: I hereby attirm that I am exempt trom the Contractor's License Law [or the lollowing reason:
0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or
offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds
or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended
or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden
of proving that he did not build or improve for the purpose of sale.).
1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions
Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects
with contractor(s) licensed pursuant to the Contractor's License Law).
I am exempt under Section Business and Professions Code for this reason:
(Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair
any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the
provisions of the Contractor's License Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code)
or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit
subjects the applicant to a civil penalty of not more than five hundred dollars [$500]).
SIGNATURE DATE
COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY:
Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and
prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act?
DYES 1 0 N
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district?
DYES 0 N
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site?
DYES 0 N
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.
ereby affirm that there is a construction lending agency tor thepertormance 01 the work for which this permit is issued (Sec 3097(i) Civil Code).
LENDER'S NAME LENDER'S ADDRESS
10. APPLICANT Wi.ICATtON
1 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 10 SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, (LX)STS
AND EXPENSES WHICH MAY IN ANY WAY ACXRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.
OSHA- An OSHA permit is required for excavations over 5,0" deep and demolition or construction of structures over 3 stories in height.
Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the
CITY OF CARLSBAD
INSPECTION REQUEST
PERMIT# CB962099 FOR 02/27/97 INSPECTOR AREA
DESCRIPTION: ATM FOR GLENDALE FEDERAL PLANCK# CB962099
0CC GRP
TYPE: CTI CONSTR. TYPE NEW
JOB ADDRESS: 1810 MARRON RD STE: LOT:
APPLICANT: PACIFIC WESTERN PHONE: 818 771-1171
CONTRACTOR: PHONE:
OWNER: PHONE:
REMARKS: BJN/818-252-1277 INSPECTOR 4"
SPECIAL INSTRUCT:
-7
TOTAL TIME:
--RELATED PERMITS-- PERNIT# TYPE STATUS
CB880303 ELEC EXPIRED
CB880860 SIGN EXPIRED
CB890728 SIGN EXPIRED
CB910757 SIGN EXPIRED
CD LVL DESCRIPTION ACT COMMENTS
14 ST Frame/Steel/Bolting/Welding
***** INSPECTION HISTORY *****
DATE DESCRIPTION ACT INSP COMMENTS
;.. EsGil Corporation
fProfessionafc(4zn Review !Engineers
DATE: 1/28/97 -
JURISDICTION: Carlsbad
PLAN CHECK NO.: 96-2099 SET: II
PROJECT ADDRESS: 1810 Marron Rd
PROJECT NAME: Night Drop Depository
U APPLICANT
JUR1
N REVIEWER
U FILE
The plans transmitted herewith have been corrected where necessary and substantially comply -
with the jurisdiction's building codes.
El The plans transmitted herewith will substantially comply with the jurisdiction's ***AAAAAAA codes
when minor deficiencies identified below are resolved and checked by building department staff.
LI The plans transmitted herewith have significant deficiencies identified on the enclosed check liét
and should be corrected and resubmitted for a complete recheck.
LII The checklist transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person. '
The applicant's copy of the check list has been sent to:
* • Esgil Corporation staff dud not advise the applicant that the plan check has been completed :-
Esgil Corporation staff did advise the applicant that the plan check has been completed
Person contacted Telephone #
Date contacted: (by: ) Fax #: -
* Mail Telephone Fax In Person
I REMARKS: Attach the 8 112 X 11 sheets marked Set II to the City set of plans to make th'e'
second set of plans
By: CHUCK MENDENHALI, Enclosures:
Esgil Corporation
El GA El CM [1 EJ [I PC 1/21/97 trnsmti dot
9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax(619)560-1576
EsGilCorporatlon
Trofessiona(P(an Review Engineers
DATE: 11/8/96 U—PPLi€4NT.
9-_JURI) 0 FIRE
JURISDICTION: Carlsbad U PLAN REVIEWER
U FILE
PLAN CHECK NO.: 96-2099 SET: I
PROJECT ADDRESS: 1810 Marron Rd.
PROJECT NAME: Night Drop Depository
The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's *** ****** codes. -
The plans transmitted herewith have significant deficiencies identified on the enclosed dheck list
and should be corrected and resubmitted for a complete recheck.
U The remarks below are transmitted herewith for your information. The plans are being held at
Esgil Corporation until corrected plans are submitted for recheck.
The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
U The applicant's copy of the check list has been sent to:
Scott Emery
FAX(818)771-0110
. •1
Esgil Corporation staff did not advise the applicant that the plan check has been completed.
U Esgil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted: Pacific Western Design
Date contacted: \l/ (by:)tj-.f) . Telephone #: FAX (818) 771 -011 0
U REMARKS: Include with the plans the design caic's for the opening in the existing
masonry wall. The caic's must include both vertical and lateral loads. It appears from the
site plan that this piece of masonry wall is one of the primary shear walls for the
building. •
By: CHUCK MENDENHALIJ Enclosures:
Esgil Corporation .
fl GA 0 CM 0 EJ fl PC 10/31/96 trnsmtl.dot
9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax (619) 560-1576
(
VALUATION AND PLAN CHECK FEE
JURISDICTION: Carlsbad PLAN CHECK NO.: 96-2009
PREPARED BY: CM DATE: 11/8/96
BUILDING ADDRESS: 1810 MarronRd
BUILDING OCCUPANCY: TYPE OF CONSTRUCTION:
BUILDING PORTION1 BUILDING AREA
(ft.2)
VALUATION
MULTIPLIER
ESGIL FEE
($)
TI . HRLYIX87.15 87.15
Air Conditioning
Fire Sprinklers
ESGIL FEE 87.15
199 UBC Building Permit Fee Bldg. Permit Fee by ordinance: $
LI 199, UBC Plan Check Fee fl Plan Check Fee by ordinance: $
Type of Review: fl Complete Review • Structural Only I Hourly
I Repetitive Fee Applicable Other:
Esgil Plan Review Fee: $ 87.15
Comments:
Fire Services Review: LI Complete Review LI Suppression System
LI Fire Alarm LI Other:
Esgil Fire Services Review Fee: .$
Comments: •
Sheet of 1
macvalue.doc 5196
1
PLANNING/ENGINEERING APPROVALS
PERMIT NUMBER 16 DATE /p3O -q
ADDRESS
RESIDENTIAL TENANT IMPROVEMENT
RESIDENTIAL ADDITION MINOR PLAZA CAMINO REAL a
(<$10,000.00)
VILLAGE FAIRE
COMPLETE OFFICE BUILDING
OTHER .
I
PLANNER DATE /03Qq
ENGINE E2') 2'77 - DATE
C:\WP51\FILES\BLDG.FRM Rev 11/15/90
4
96330
Fire Department • Bureau of Prevention
Plan Review: Requirements Category: Building Plan Check
Date of Report:Tuesday, November 19, 1996 Reviewed by:N
Contact Name Scott Emery, St
Address
City, State CA 91006
BEN.o..991 Planning No.
Job' Name Glendale Fed Bank
Job Address 1810 Marron Ste. or Bldg. No.
Approved - The item you have submitted for review has been approved. The approval is
based on plans; information and/or specifications provided in your submittal;
therefore any changes to these items after this date, including field modifica-
tions, must be reviewed by this office to insure continued conformance with
applicable codes. Please review carefully all comments attached, as failure
to complywith instructions in this report can result in suspension of permit to
construct or install improvements.
El Disapproved - Please see the attached report of deficiencies. Please make corrections to
plans or specifications necessary.to indicate compliance with applicable
codes and standards. Submit corrected plans and/or specifications to this
office for review.
For Fire Department Use Only
Review 1st 2nd 3rd
Other Agency lD
CFD Job# 96330 File#___________ . •
2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121
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310-444-1180
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SLENDER MASONRY WALL DESIGN
GLENDALE FEDERAL, CARLSBAD, CA #96093
WALL DATA VERTICAL LOADS LATERAL LOADS
Wall Height 13.00 ft Uniform Dead Load 110.0 plf Point Lateral Load 88.0 I
Thickness 8.00 in Uniform Live Load 220.0 plf . . .Height from Base 6.00 ft
Rebar Size I 5 .....Ecc. 7.30 in (this is a Seismic Load)
Rebar Spacing - 32.00 in (Roof Load) Uniform Lateral Load = 0.0 plf
Place Rebar @ Center of Wall Distance to Bottom 0.00 ft
Seismic Factor:ZICp 0.300 . Distance to Top 0.00 ft
Wind Load = 17.40 psf (this is a Seismic Load)
Use Normal Weight Block
MATERIAL DATA SUMMARY
f'm 1500 psi - Seismic - - Wind -
Fy = 40000 psi H-n * Phi Moment Capacity 15271.2 in-I 15271.2 in-I
Wall Must Be Solid Grouted N-u: (.9D+1.43E),(0.9D+1.3W) 14359.1 in-I. 6113.9 in-I
(1.05D+1.275L)+[1.4035 or 1.275W]= 14166.0 in-I 6066.7 in-I
Wall Wt. Factor 1.000 Max. Overstress 0.000 OK 0.000
Phi 0.80 Allow Deflection: 0.007 * Ht. 1.09 in 1.09 in
Depth To Steel 3.75 in Max. Iterated Service Load Defl. = 0.05 in OK 0.02 in
Wall Weight 84.00 psf Actual Height/Deflection Ratio 3033.23 6356.30
Actual Reinforcing It As / (b*d) = 0.0026 0.0026
Allowable Max. % 0.5 * Rho:8a1 0.0093 0.0093
Actual Axial Stress: (Pw + Po) / Ag- 6.83 psi OK 6.83 psi
Allowable Axial Stress: .04 *f.m 60.00 psi 60.00 psi
FACTORED LOAD STRESSES SERVICE LOAD DEFLECTIONS
Basic Mu w/o P-Delta = 14231 in-I 6096 in-I Basic Moment w/o P-Delta 10088 in-I 4812 in-I
Basic Défl. w/o P-Delta 0 in 0 in Basic Defl. w/o P-Delta 0.051 in 0.024 in
Moment in Excess of Mcr = 2972 in-I 0 in-I Moment in Excess of Ncr = 0 in-I 0 in-I
Max. Iterated Deflection 0.24 in 0.03 in Max. Iterated Deflection 0.05 in 0.02 in
Max. Iterated Moment = 14359 in-I 6114 in-I Max. Iterated Moment 10118 in-If 4828 in-I
VERTICAL LOAD SUMMARY ANALYSIS VALUES
Dead Load I Mid Ht. = 656.0 I Equiv Solid Thick. 7.60 in Mn=Phi*Aeeff*Fy*(d_a/2)....
Live Load I Mid Mt. 0.0 I Grose Area Thk*12jn 96.00 in2 Wind - 15271 in-I
0.9 * Dead Load 590.4 I Asteel 0.116 in2 Seismic 15271 in-I
1.05 * Dead Load 688.8 I Asteel/(12 * d) 0.0026 Em : 750 * f'm - 1125000 psi
1.275 * Live Load - 0.0 I As-off - (Pu+As*Fy)/Fy.... na 29x106 / Em - 25.78
LATERAL LOAD SUMMARY Wind 0.133 in2 Fr $ 2.5 •fm.5 96.82 psi
1.3 * Wind = 22.62 pef Seismic = 0.133 in2 (Use 2.5*Partial, 4.0:Full Grout)
1.7 * Wind 29.58 puf a, wind = 0.349 in S-gross = 116.3 in3
Seismic * Wall Wt. = 25.20 psf a : seismic = 0.349 in S * Fr (cracking) . = 11259 in-I
1.43 * Seismic = 36.04 paf Igross = 443.3 in4
1.87 * Seismic = 47.12 pef Icracked t Wind = 38.6 in4
Icracked Seismic = 38.6 in4