City of Moorpark - Associates Equity Funds

City of MoorparkAPPLICATION FOR BUILDIN G

bPERMIT

R! n Building and Safety

799, Cal forks 93021 AND CERTIFICATE OFIVJV Moorpark, Calitorn 93027

805) 5M41164ext421 OCCUPANCY

Building Address Residential ® Commercial Census # Zone Clearance Plan Review No.:

St No. 5898 Street CONDOR DRIVE 437 97 -166

APN Lot Tract The following work is authorized by this permit

Applicant PRODUCTION ELECTRIC CO Struct. Plumb. Mech. ® Elect.

St No. 230 Street BAKER AVENUE Type of Project New Addition Repair

City VENTURA Zip 93004 Phone 647 -9860 Tenant Improvement Demo Occupancy PermitEngr /Arch Lie No. Project Location on Size

St No. Street Description Property in S . Feet

City Zip Phone1. ELECTRIC

Owners name if known SEAGATE TECHNOLOGIES2

Telephone3.

Contractor PRODUCTION ELECTRIC CO Lie No. 701022 Remarks /Special Conditions/Project Description

St No. 230 Street BAKER AVENUE ENCROACHMENT PERMIT ISSUED YES ® NO

City VENTURA Zip 93004 Phone 647 -9860

Licensed Contractor' s Declaration

I hereby affirm that I am licensed under the provisions of Chapter 9 ( commencingwith Section 7000 of Division 3 of the Business and Professions Code) and mylicense is in full force Bad effect.

License Class C10 License Number 701022

Date 1/ 31/ 24 Contractor PRODUCTION ELECTRIC CO

Address 23D BAKER AVENUE

City and Zip VENTURA 2MI Phone 647 -9860

Construction Lending AgencyI hereby affirm that there I,. em, sauction lending agency for the performance of the work for which thispermit is issued ( Sec. 1097, Civ..C)

Lender' s Name

Lender' s Address

Owner - Builder Declaration

I hereby affirm that I am exempt from the Contractor' s License Law for the following reasonSec. 7031. 5, Business and Professions Code: My city or county which require a permit to construct,

alter, improve, demolish, or repair any structure, prior to is issuance, also requires the applicant forsuch permit to file a signed statement that he is licensed pursuant to the provisions of the contractor' s

Licensd Law(Chapter 9, commencing with Section 7000, of Division 3 of the Business and professionsCode) or that he is exempt therefrom, and the basis for the alleged exemption. My violation of section7031. 5 by any appplicant for a permit subjects the applicant to a civil penalty of not more than fivehundred dollars( 5500d:

El 1, as owner of the property, or my employees with wages as their sole compensation, willdo the work, and the structure is not intended or offered for sale ( Sec. 7044, Business andProfessions Code: The Contractor' s Licensed Law does not apply to an owner of progenywho builds or improves thereon, and who does such work himself or through his ownemployees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, theowner - builder will have the burden of proving that he did not build or improve the purpose

of sale.) 1, as owner of the property, am exclusively contracting with licensed contractors to construct Group Division Construction Typethe project(SU.7044. Business and Prolusions Code: The Contractor' s License Law does col

apply to an owner of property who builds or improves thereon, and contracts for such projectwith eontractel( s) licensed pursuant to the contractors License Law),

1 am exempt under Sec._ B &PC for this reason

Date Initial Valuation

Workers' Compensation Declaration

High Fire Hazard Area E] yes No

I hereby affirm under penalty of perjury one of the following declarations:

Oa. I have and will maintain a certificate of consent to self - insure for workers' compensation as Fire Sprinklers Yes Noprovided by Section 3700 of the Labor Code, for the performance of the work for which this permit is

4issued. PERMIT FEES

b. I have and will maintain worker' s compensation, as required by Section of the Labor

ode, for the performance of the work for which this permit is issued. My worker' s compensation

IIlls- carrier and policy number are: ns. o.: ------------------------------ - - - - -- Structural

Policy No: -- __ —__ -- Exp Date: _____ Electrical $ 361. 90

4. (

This section need not be completed if the permit Is for one hundred dollars ($ 100) or less). Plumbing

a I certify that in the performance of the work for which this permit' sa d, l shall not employ any person in any manner so as m become subject to she k ; Cotpp ens n Lawa of California Mechanicaland agree that i 1 sho tl become subject m the workers' c Lion 6v' ns of Section 3700 of

the Labor d , I sh I forthwith comply with three provi

Date f! Signature em Plan Check

Warning: ilur to secure workers' compens n coverage unlawful, and shall subject an employerto criminal parr ties and civil fines up to on hundred thousand dollars 1$ 100, 000), in addition $ 21. 00to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest, Issuanceand attorney' s fees.

I certify that I have read this application and state that the above Total Permit Fee o $382. 90

information is correct, and that I am the owner or the dulyauthorized agent of the owner. I agree to comply with all city and

SMIP o

state laws relating to building construction. I hereby authorize . o

representatives of the City of Moorpark to enter upon the aboveTOTAL AMOUNT DUE $ 382. 90

mention property for inspection purposes. Issuance Approved Phellis Forrest

Date Issued P it Number

Signature of Applic Agent 7/ 7/ 97 7731

1 7Print Applicant' s/Agent' s Name bak 3

w wW 006 r• 3 r•J

ro di 'aO O o

ADDRESSADDRESS /

VI_ BUILDING INSPECTIONS RECORD

LOT BLOCK TRA"

OWNER

ADDRESS

CITY ZIP PH.

PLUMBING DATE AMROVEDIINSPR' SSIGNATURE REMARKS

GROUND SOIL IN

ROUND WATER p2

T OUT p5

SEW PS

GAS TEBT PS

FINAL PLUMBING P12

MECHANICAL DATE APPROYEDTNSPR' SSIGNATURE

UNDERGROUNOIFLOOR M1

ROUGH M2

AIR COND MA

FINAL MECHANICAL M12

ELECTRICAL DATE APPROVEDINSPR' SSIGNATURE

TEMP CONSTN POWER E7

UNDERGROUND

PVC METAL ;OBC El

ROUGH WIRINGRECEPI SPACINGSERVICECIRCUIT E2

FINAL ELECTRICAL E12

STRUCTURAL ONE APPROVEDIINSPR' S. SIGNATURE

FOUNDATION LOCATION Si

REINFORCED 17 UFER

SLAB REINF MEMBRANE S5

I WOFRPIMMINC __— — "

MASONRY SIT

FIREPLACE SIT

ROOF FRAMINGROOF SHEATHING S5

FRAMING Be

INSULATIONSOUNWNEROY S2

LATH EXTERIOR SE

LATH INTERMOGYPBOARD S9

APPAOVEDANSPR' S

SIGNATURE ONE OF ISSWNCE PERMT NUMBER

BUILDING FINAL S12

SWIMMING POOL INSPECTIONS

INSPECTION DATE APPROVELINSPR' S

SIGNATURE

LOCATIONIDIG

STEELFBONDINGIPIUMBBIG TEST

APPROVED TO GUNITE

EQUIPMENT ENCLOSURE

UNDERGROUND ELECTRIC

GAS TEST

PRE- DECK

FENCE ENCLOSURE

FINAL

RECEIV90

CITY OF MOORPARK

ZONING CLEARANCEJUL 0 2 MMDEPARTMENT OF COMMUNITY DEVELOPMENT

ZONING CLEARANCE NO. I /

AND BETWEEN

CASE REFERENCE NO Q

0

23o

PAGE I OF3—

ALL ZONING CLEARANCE APPLICANTS MUST VERIFY ( IN PERSON) WITH THE BUILDINGDEPARTMENT IF ANY ADDITIONAL PERMITS ARE NECESSARY. MOST ACTIVITIESAUTHORIZED BY A ZONING CLEARANCE WILL ALSO REQUIRE A BUILDING PERMIT. PRIORTO THE START OF ANY WORK, THE APPLICANT MUST ALSO OBTAIN FROM THE BUILDINGDIVISION, AT 18 EAST HIGH STREET, ANY ADDITIONAL PERMITS REQUIRED FOR ANYBUILDING, ELECTRICAL, MECHANICAL, PLUMBING, OR OTHER WORK, OR FOR ANYOCCUPANCY. IF YOU ARE UNSURE, CONTACT THE BUILDING DEPT. AT ( 805) 529 -6864EXT. 421.

HOMEOWNERS ASSOCIATION APPROVAL, IF REQUIRED, IS THE RESPONSIBILITY OF THEPROPERTY OWNER.

I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS ZONING CLEARANCE, INCLUDING THEATTACHED CONDITIONS OF APPROVAL, AND STATE THAT THE INFORMATION GIVEN BYME IS CORRECT AND THAT I AGREE TO COMPLY WITH ALL PROVISIONS OF THE CITY'SZONING CODE AND THIS PERMIT. I FURTHER ACKNOWLEDGE MY UNDERSTANDING THATI MUST RECEIVE APPROVAL FROM THE PROPERTY OWNER PRIOR TO COMMENCING ANYWORK AUTHORIZED IN THIS PERMIT.

OFFICE USE ONLY BELOW THIS LINE

SSESSOR PARCEL N0. +/''L'

j .— /A},. ^ CODE SECT NO

1 3 -0 W Op ZONE

tiJ` OT WIDTH LOT DEPTH lUI nXfA ; MAX HEIGHT

MIN. FRONT YO. -_ MIN. REAR YD. i MIN. SIDE YO YO ( REAR Iql

MIN, DIST BETWEEN BLDGS, REWIRE° PARKING IY'. W' q,+PUH

OPEN: CARPORT: GARAGE: ENVIRONMENTAL DOCUMENT

EXEMPT O NO /CND O EIR SPECIAL CONDITIONS OR REQUIREMENTS SEE PAGE 2NOTICE: THIS CLEARANCE BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED

WITHIN, OR IS SUSPENDED OR ABANDONED FOR -A PERIOD OF, 180 DAYS AFTER ZONING CLEARANCEAPPROVAL BY COMMUNITY DEVELOPMENT.

STATEMENT: I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS ZONING CLEARANCE IN ITS ENTIRETY AND STATE THAT THEN RMATION GIVEN IS CORRECT AND AGREE TO COMPLY WITH ALL PROVISIONS OF THE CITY ZONING CODE.

APPI IGNAT E DATEIGNINOCLEA ICEAMROVALI DATE

WHEN PROPERLY VALIDATED THIS NI YOUR ZONING CL RANCE

City of MoorparkBuilding and Safety

799 Moorpark AvenueMoorpark, California 93021.

805) 5294864ext421

APPLICATION FOR BUILDING

PERMIT

AND CERTIFICATE OFOCCUPANCY

Building Address CCensus # ZZone Clearance PPlan Review No.:

St No. 5898 Street CONDOR DRIVE 4437 1 MP -0794

The following work is authorized by this permitAPN Lot Tract T

Applicant FACILITY BUILDERS ® Sruct Plumb. Mech. ® Elect.

St No. 2903 Street SATURN STREET SUITE C TType of Project New Alter ® Addition Repair

City BREA Zip Phone 714/577/ 8060 ® Tenant Improvement Demo Occupancy Permit

Engr /Arch J. R MILLER & ASSOCIATES Lic No. 3046 PProject LLocation on SSize

St No. 3020 Street SATURN STREET DDescription PProperty iin S . Feet

1 CANOPY AND EQUIPMENTCity BREA Zip 92621 Phone 714/ 524/ 1870 1

Owners name if known SEAGATE TECHNOLOGY 22

Telephone 583 -84003.

Contractor FACILITY BUILDERS Lic No. 670072 RRemarks /Special Conditions/Project Description

ENCROACHMENT PERMIT ISSUED YES [] NO

C

St No. 290 Street SATURN STREET SUrrEC E

City BREA Zip 92621 Phone 714/577/ 8060


I hereby affirm that I am licensed under the provisions of Chapter 9 ( commencingwith Section 7000 of Division 3 of the Business and Professions Code) and mylicense is in full force and effect.

License Class 11- 051 License Number 670072

Date 3/ 27192 Contractor FA I TTY BUT DER

Address 244 SAT RN STREET SUIMQ

City and Zip BREA 92621 Phone 7141577/ 8060

Construction Lending AgencyI hereby affirm that there is a construction lending agency for the performance of the work for which thispermit Is Issued ( Sec. 1097. CIv..C)

Lender' s Name

Lender' s Address


I hereby affirm that I am exempt from the Connector' s License Law for the following reasonISec. 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 forsuch permit to file a signed statement that he is licensed pursuant to the provisions of the connector' s

License Law(Chapecr 9, commencing with Section 7000, of Division 3 of the Business and professionsCode) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of section7031. 5 by any apypplicant for a permit subjects the applicant to a civil penalty of not more than fivehundred dollars( 5500) I:

13 1, as owner of Ne pproperty. or my employees with wages as their sole compensation, willdo the work, and the structure is not intended or offered for sale ( Sec. 7044, Business andProfessions Code: re, Contractor' s Licensed Law does not apply to an owner of propertywho builds of improves thereon, and who does such work himself or through his ownemployees, provided that such improvements are not intended or offered for sale. ILhowever, the building or Improvement is sold within one year of completion, theowner - builder will have the burden of proving that he did not build or improve the purposeof sale.)

I, as owner of the property, sin exclusively contracting with licensed contractors to constructthe prolect( Sec. 70Pt. Business and Professions Code:nm Contractor' s License Law does not GGroup Division Construction Type

Valuation $ 24, 449. 00Date Initial

VWorkers' Compensation Declaration

I hereby affirm under penalty of perjury one of the following declarations: HHigh Fire Hazard Area Yes ® No

Fire Sprinklers El Yes NO

l issued.. @ b. I have and will maintain worker' s compensation, as required by Section )3700 of the Labor PPERMIT FEES

Policy No:_ 1.y2 – 1161— — __ -__— ____ SStructural $ 248.55

Exp Date: --- L- 1----- ---- --- - - - --- Electrical $ 199.50

This section need not he completed if the permit is for one hundred dollars ($ 100) or less).

PPlumbing

Mechanical

Plan Check $ 99. 25Date Signature P

21 tJ0

1 certify that I have read this application and state that the aboveinformation is correct, and that I am the owner or the duly TTotal Permit Fee o

o

Issuance Approve mentioned property for inspection purposes.

Date Issued P

PtIt Number

sSXAMC(

D

3/ 27/ 97zz

7508

G5rn

N

Ln r114+ D+ cb. o CO W

a rJ 4-4

w

BUILDINGADDRESS

BUILDING INSPECTIONS RECORDLOT BLOCK TRACT

I

OWNER

ADDRESS n...

CITY ZIP PH.

PLUMBING DATE APPROVEDIINSPR' SSIGNATURE RE NS

GROUND SOIL P1

GROUND WATER P2

TOP OUT P3

SEWER P5

GAS TEST PS

FINAL PLUMBING P12

MECHANICAL DATE APPROVEGANSPR' SSIGNATURE

UNDERGROUNNFLOOR M7

ROUGH M2

AIR COND LU


ELECTRICAL DATE APPROVEDANSPR' SSIGNATURE

TEMP CONSTN. POWER E3

UNDERGROUNDPV METAL S.0 El

ROUGH WIRINGRECEPT SPACINGSERVICE CIRCUIT E2

FINAL ELECTRICAL E12 p'7OI [ G_ 97STRUCTURAL DATE APPROVEDSNSPR' S

SIGNATURE

FOUNDATION. LOCATION SI

REINFORCED UFER

SLAB. REINF MEMBRANE S3

UNDERPINNING 51

MASONRY S11

FIREPLACE SR

ROOF FRAMINGROOF SHEATHING SS

FRAMING SB

INSULATIONSOUNWENERGY 87

LATH EXTERIOR &

LATH INTERWRAYPB6YRD Be

APPROVEDANSPR' SWE OF ISSUANCE (

2 ? — 7

PERMIT NUMBER

JSo\ BUILDING FINK S12

SWIMMING POOL INSPECnONS

INSPECTION DATE APPROVEDVAINI' B

SIGNATURE

LOCATIONIDIG

STEELASONDINGIPLUMBING TEST

APPROVED TO GUNITE

EQUIPMENT ENCLOSURE


GAS TEST

PRE-DECK

FENCE ENCLOSURE

FINK

COMMUNITY DEVELOPMENT DEPARTMENT

PERMIT ADJUSTMENT 97 - 3 APPROVAL

March 5, 1997

Permit Adjustment No. 1 to DP 300

Filed By: Facilities Builders

2903 Saturn Street

Brea, Ca, 92621

Address /Location: 5898 Condor Drive

Approved by the Director on: March 5, 1997

For: This Permit Adjustment is to modify the approved plans forDevelopment Plan No. 300 to revise the approved site plan

and elevations to construct a 32' x 321, 1, 024 square foot

canopy over existing outdoor equipment on the rear side of

the building. As shown on Exhibit A, the land involved isAssessor' s Parcel No. 513 - 0- 060 - 255 in the Limited

Industrial zone. This application is approved with the

following conditions: 1) The materials and colors must match

the existing building. 2) A Building Permit for the canopyand outdoor equipment must be approved prior to commencement

of construction. 3) This permit will expire if construction

is not commences within a period of one year from issuance.

approved _ denied X. approved with conditions ( see above)

Nelson Miller

Director of Community Development

JitDate: 3 16 Attachment: Existing site plan

Proposed site plan

CC: City ManagerCase File

Permit Adjustment Logbook RECEIVED

MAR 0 6 1997

ttB74

N

t5•

16'

48

r


799 Moorpark AvenueMoorpark, California 93021

80.5) 52M864exr421


PERMIT

AND CERTIFICATE OF

OCCUPANCY

Building Address Census # Zone Clearance Plan Review No.:

St No. 5898 Street CONDOR 437 96 -334

b

APN Lot Tract The following work is authorized by this permitApplicant GRAYCON INC. Struct. Plumb. E Mech. Elect.

St No. 2213 -15 Street N. ROSEMEAD BLVD. Type of Project New Alter Addition Repair

City S. EL MONTE Zip 91733 Phone 213/283 -9451 Tenant Improvement Demo Occupancy PermitEngr /Arch Lic No. Project Location on SizeSt No. Street Description Property in S . Feet

1 EXHAUST FANCity Zip Phone

2Owners name if known SEAGATE TECHNOLOGIES

Telephone3.

Contractor GRAYCON INC Lic No. 255068 Remarks /Special Conditions/Project Description

ADDED TO PERMIT # 7210St No. Street

City Zip Phone


I hereby affirm that 1 am licensed under the provisions of Chapter 9 ( commencingwith Section 7000 of Division 3 of the Business and Professions Code) and mylicense is in full force and effect.

License Class g License Number 255068

Date 1127/ 97 Contractor GRAYCON INC

Address

City and Zip Phone

Construction Lending AgencyI hereby affirm that there is a construction lending agency for the performance of the work for which thispermit is issued ( Sec. 1097, Civ..C)

Lender' s Name

Lender' s Address


1 hereby affirm that I am exempt from the Contractor' s License Law for the following reasonISec. 7031. 5, Business and profemions Code: Any city or county which requireat a permit to Construct. alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for

of the contrtor' ssuch permit to file a signed statement that he is licensed pursuant to the previsions ac

License Law( Chapter 9, commencing with Section 7000, of Division 3 of the Business and professionsCode) or that he is exempt therefrom, and the basis for the alleged exemption. My violation of section7031. 5 by any a plicant for a permit subjects the applicant to a civil penalty of not more than fivehundred dollars( f500)J:

1, as owner of the poroperty. or my employees with wages as their sole compensation, willEl do the work, and tfia structure Is not intended or offered for sale ( Sac. 7044, Business and

Professions Code: The Contractor' s Licensed Law does not apply to an owner of propertywho 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, theowner-builder will have the burden of proving that he did not build or improve the purpose

of sale.) 1, as owner of the property, an exclusively contracting with licensed contractors to constructthe project( sec. 7044, Business and Professions Code The Contractor' s License Law does not

pply to an owner of property who builds or improves thereon, and contracts for such projectswith momclaf(s) licensed pursuant to the contractors License Law).

1 am exempt under Sea_. B & PC for this reason

Group Division Construction Type

B

Date InitialValuation


1 hereby affirm under penalty of perjury one of the following declarations:

Oa. I have and will maintain a certificate of consent to self- insure for workers' compensation asprovided by Section 3700 of the Labor Code, for the performance of the work for which this permit is

High Fire Hazard Area Yes No

Fire Sprinklers [ I Yes El Nopissued.

It. 1 have and will maintain worker' s compensation, as required by Section 3700 of the Labordo, for the performance of the work for which this permit is issued. My worker' s compensation

i ns. carrier and policy number are: V /, _ _ C9s TJQns. o.: ---- --- I[ScZ —Of/--y+ -- t•T --- - --

Policy No:_%/ "%; r O r ___________ —_____

PERMIT FEES

Structural

Exp Date: — _ 7 ------- Electrical

This section need not be completed if the permit is for one hundred dollars ($ 100) or less).

El c. I certify that in the performance the work for which this permit is issued shah Col employ any person in any manner so as to becomee subject the Workers' Compensation Laws of Californiaand agree that if I should become subject to the workers' s' compensation provisions of Section 3700 ofthe Labor Code, I shall forthwith comply with those provisions.

Plumbing

Mechanical $ 16. 80

Plan CheckDate Signature

Warning: Failure to secure workers' compensation coverage is unlawful, and shall subject an employerto criminal penalties and civil fines up to one hundred thousand dollars ($ 100,000), in additionIn the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest, and attorney' s fees. Issuance $ 21. 00

1 certify that I have read this application and state that the aboveinformation is correct, and that I am the owner or the duly

authorized agent of the owner. I agree to comply with all city and

Total Permit Fee e

37. 80

state laws relating to building construction. I hereby authorizerepresentatives of the City of Moorpark to enter upon the abovementi tied operty for 1 tion purposes.

Issuance Approved

Date Issued Permit Number

Signature of A 1' cant or Agent 1/ 27/ 97 7385

sTJz rilsN 1>1?l k / . 7- 77Print Applicant' s/ Agent' s Name Date a co m In a

aa- Ia1 z+

s— r caw w

vCO N

Ln O w Co bGa O O d

BUILDING

IA OADDRESS / L—


OWNER

ADDRESS

CITY ZIP PH.

PLUMBING DATE APPROVEDANSPR' SSIGNATURE REMARKS

GROUND SOIL P1

GROUND WATER P2

r+.l

TOP OUT P7

SEWER PS

GAS TEST PS

FINAL PLUMBING P12

MECHANICAL DATE APPROVEDANSPR' SSIGNATURE

UNDERGROUNDIFLOOR MI

ROUGH M2 SZAIR COND M<

FINAL MECHANICAL M12 Z• ELECTRICAL DATE APPROVEDANSPR' S

SIGNATURE


UNDERGROUND

PVC METAL 08 C. Et

ROUGH WIRING

RECEPT SPACINGSERVICE CIRCUIT E2


STRUCTURAL DATE APPROVEDIINSPR' SSIGNATURE

FOUNDATION LOCATION SI

REINFORCED UFER

SLAB. REINF MEMBRANE 53

UNDERPINNING SA

MASONRY Sit

FIREPLACE S11

ROOF FRAMING

ROOF SHEATHING 55

FRAMING SIB

INSULATIONSOUNOIENERGY $ T

LATH EXTERIOR SB

LATH INTERIORGYPBOARD SB

SBNT DATE a ISSUANCE /

j

PERMIT ^ NU /MBER

BUILDING FINAL - S12


INSPECTION DATE APPROWMNSPR'S

SIGNATURE

LOCATIONIDIG

STEEUBONDINGNLUMBNNi TEST

APPROVED TO GLINTS

EQUIPMENT ENCLOSURE


GAS TEST

PRE DECK

FENCE ENCLOSURE

FINAL

CITY OF MOORPARK - ZONING CLEARANCE

799 MOORPARK AVENUE

MOORPARK, CA 93021

805) 529 - 6864, Ext. 226

ZONING CLEARANCE NO.: 96 - 0334

CASE. REFERENCE NUMBER: DP 300 Approved by: PP

Applicant: KOSHAR JOE

Phone: 714 - 577 - 8060

Address: 08111 VALENCIA DRIVE

City: HERMOSA BEACH

Owner: SEAGATE TECH

Address: 02655 PARK CENTER DRIVE

Phone: 805 - 582 - 3878

Project Address:

A. P. N.:

Zoning: Code Sec. No.:

PROPOSED USE:

05898 CONDOR DRIVE

513 - 0- 060 - 25 - 0'

M - 1

TENANT IMPROVEMENT, REMOVE INTERIOR NON STRUCTURAL ANDPARTITION WALLS

LOT INFORMATION

Lot Width: 0000 feet Lot Depth: 0000 feet

Lot Area: 0000 Acess or 000000 sq. ft. Max. height: 00 feetMin. Front Yard: 00 feet

Min. Rear Yard: 00 feet

Min. Side Yard: 00 feet

Min. Distance

between Bldgs.: 00 feet

1

a

Qd

0

1

Parking Required:- Open ( 9X20) : 000 Carport ( 9X20) : 000 Garage ( 20X20) : 000

CONDITIONS OF APPROVAL: COMMERCIAL \ INDUSTRIAL

CONDITIONS OF APPROVAL APPLY, PER RESOLUTION:

Conditions of Approval per Resolution No.: 84 - 73 apply-

1


BUSINESS REGISTRATION PERMIT REQUIRED.

NO HAZARDOUS MATERIAL TO BE STORED OR GENERATED ON -SITE. 1

OTHER:

BUILDING IS CURRENTLY VACANT. ZONING CLEARANCE REQUIRED FOR ADDITIONAL TENANT

IMPROVEMENTS AND OCCUPANCY.

APPROVED BY: PP DATE: 09/ 13/ 96

NOTICE -THIS ZONING CLEARANCE BECOMES NULL AND VOID IF WORK OR CONSTRUCTIO]

AUMHORIZED HEREIN IS NOT COMMENCED WITHIN, OR IS SUSPENDED OR ABANDONED

FOR A PERIOD OF, 180 DAYS AFTER THE DATE OF APPROVAL OF THIS ZONING

CLEARANCE.

NOTICE -ALL ZONE CLEARANCE APPLICANTS MUST VERIFY ( IN PERSON) WITH THE

BUILDING DEPARTMENT IF ANY ADDITIONAL PERMITS ARE NECESSARY.

STATEMENT -I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS ZONING CLEARANCE,

INCLUDING THE CONDITIONS OF APPROVAL AND STATE THAT THE INFORMATION

GIVEN BY ME IS CORRECT AND AGREE TO COMPLY WITH ALL PROVISIONS OF THE

CITY' S ZONING CODE AND THIS DOCUMENT. I FURTHER ACKNOWLEDGE MY UNDER-

STANDING THAT I MUST RECEIVE APPROVAL FROM THE PROPERTY OWNER PRIOR TO

COMMENCING ANY WORK AUTHORIZED HEREIN

APPLICANT: dL K N' DATE: 1 -' .

t

qAPPROVED BY: ,' v " v DATE:

City of Moorpark APPLICATION FOR BUILDINGBuilding and Safety PERMIT

799 Moorpark Avenue AND CERTIFICATE OFMoorpark, California 93021

i) 529-6964ext421 OCCUPANCY

Building Address CCensus # ZZone Clearance PPlan Review No.:

St No. 5898 Street CONDOR NN/ R

APN Lot Tract TThe following work is authorized by this permitApplicant RAOUL DE LA TORRE Struct. Plumb. E Mech. E Elect.

St No. 5898 Street CONDOR TType of Project New Alter Addition E Repair

City MOORPARK Zip 93021 Phone 530 -3520 Tenant Improvement E Demo Occupancy PermitEngr /Arch Lic No. PProject LLocation on SSize

St No, Street DDescription PProperty iin S . Feet

I ANNUAL MAINTENANCE 1116000City Zip PhoneI

Owners name if known SEAGATE TECHNOLOGIES22

Telephone 583 -_8003.

Contractor Lie No. RRemarks /Special Conditions/Project Description

THIS ANNUAL MAINTENANCE PERMIT IS GRANTED FORSt No. street T

City Zip Phone TTHE PURPOSE OF BEGINNING NECESSARY REPAIRS TO

Licensed Contractor' s Declaration E

I hereby affirm that I am licensed under the provisions of Chapter 9 ( commencingwith Section 7000 of Division 3 of the Business and Professions Code) and my AAFTER REPAIRS ARE MADE A PERMIT FOR THElicense is in full force and effect.

SPECIFIC WORK MAY BE ISSUED. INSPECTIONS MUSTLicense Class License Number

S

BE REQUESTED WITHIN 48 HOURS PURSUANT TO UACDate 1 / 10/97 Contractor

B

SECTION 305. 6.

City and Zip Phone

Construction Lending Agency1 hereby affirm that there is a construction lending agency for the performance of the work for which thispermit is issued ( Sec. 1097, Civ..C)

Lender' s Name

Lender' s Address

Owner- Builder Declaration

1 hereby affirm that I am exempt from the Contractor' s License Law for the following reasonSec.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 @e applicant forsuch permit to file a signed statement that he is licensed pursuant to the provisions of the comiracmr' s

License Law( Chaptar 9, commencing with Section 7000, of Division 3 of the Business and professionsCode) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of section7031. 5 by any apvplicant for a permit subjects the applicant to a civil penalty of not more than fivehundred daliars(5500)l:

I. as owner of the property, or my employees with wages as their sole compensation, willdo the work, and the structure is not intended or offered for sale ( Sec. 7044, Business andProfessions Code: The Conuacmr' s Licensed Law does not apply to an owner of propertywho bonds or improves thereon, and who does such work himself or through his ownemployees, provided that such improvements are not intended or offered for sale. ILhowever, the building or improvement is sold within one year of completion, theowner-builder will have the burden of proving that he did not build or improve the purposecf sale.)

L as owner of the pproparty, am exclusively contactingg with licensed contractors to constructthe projecaSec.7044 Business and Professions Code:Tha contractor' s License Law does not GGroup Division Construction Typeapply to an owner of property who builds or improves thereon, and contracts for such projectswith coronations) licensed pursuant to the contractors License Law),

BB / SE3 1 am exempt under Sec._, B &PC for this maself

DateInitial ValuationWorkers' Compensation Declaration

I hereby affirm under penalty of perjury one of the following declarations: HHigh Fire Hazard Area Yes E No

e. 1 have and will maintain a certificate of consent to self - insure for workers' compensation as EE Yes — 1 Noissued.

b. I have and will maintain worker' s compensation, as required by Section 3700 of the Labor PPERMIT FEESadd, for the performance of the work for which this permit is issued. My worker' s compensation

i suranc A carrier and policy number are: pns. I-o.: - Policy No:_ -------------- ---- ------ _ -- SStructural

Exp Date: ------------------------------ Electrical $ 70.00

This section need not he completed if the permit Is for one hundred dollars ($ 100) or leas).

PlumbingP

Mechanical $ 70.00loy any person in any manner as to become subject to the Workers' Compensation laws of Californiaand agree that if I should become subject to the workers' compensation provisions of Section 3700 of Mthe Labor Code, I shall forthwith comply with those provisions.

Plan CheckDate SignatureP

Warning: Failure to secure workers' compensation coverage is unlawful, and shall subject an employerto criminal penalties and civil fines up to one hundred thousand dollars ($ 100, 000), to additionto the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest 21and au $

I certify that I have read this application and state that the aboveinformation is correct, and that I am the owner or the duly TTotal Permit Fee

authorized agent of the owner. l agree to comply with all city and $ 161. 00

state laws relating to building construction. I hereby authorizerepresentatives of the City of Moorpark to enter upon the above IIssuance Approvedmentioned property for inspection purposes.

air x H

W

CAe v

VI e o

BUILDING

DADDRESS

BUILDING INSPECTIONS RECORDLOT BLOCK TRACE

OWNER

ADDRESS

CITY 21P PH

PLUMBING DATE APPROVEGINSPR' SSIGNATURE

REMARKS

GROUND SOIL PIJ

GROUND WATER P2

TOP OUT P3

SEWER PS

GAS TEST PS

FINAL PLUMBING P12


UNDERGROUNDIFLOOR M1

ROUGH M2

AIR COND MA


ELECTRICAL DATE APPROVEDINSPR' SSIGNATURE


UNDERGROUND

PVC METAL BC El

RCLIGH WIRING

RECEPT SPACING

SERVICE CIRCUIT E2


STRUCTURAL DATE APPROVED /INSPR' SSIGNATURE


REINFORCED l' I UFER

SLAB FORE MEMBRANE S3

UNDERPINNING SA

MASONRY SH

FIREPLACE Ell


FRAMING SS

INSULATIONSOUNDENEF& S2

LATH EXTERIOR 84

LATH INTERIOROYPSOARD SS

APPRO/ EDINSPR'SBNi16O11RE CARE OF ISSIMNCE PERMIT NUMBER

BUILDING FINAL 612


INSPECTION DBE APPROVEOIINSPR' S

SIGNATURE

LOCATIONIDIG

STEEUBONDINGMULIMBING TEST

APPROVED TO GUNITE

EQUIPMENT ENCLOSURE


GAS TEST

PRE DECK

FENCE ENCLOSURE

FINAL

City of MoorparkBuilding and safety


805) 529-6864ext421


PERMIT

AND CERTIFICATE OF

OCCUPANCY ImBuilding Address Census # Zone Clearance Plan Review No.:

St No. 5898 Street CONDOR 437 96 -334 MP0755

APN Lot Tract The following work is authorized by this permitApplicant JOE KOSHAR Struct. ® Plumb. ® Mech. ® Elect.

St No. 8111 Street VALENCIA DRIVE Type of Project New Alter Addition Repair

City HERMOSA Zip Phone 714 -577 -8060 Tenant Improvement ® Demo Occupancy PermitEngr /Arch JOESEPH VERTRES Lic No. C051908 Project Location on SizeSt No. 3020 Street SATURN # 100 Description Property in S . Feet

City BREA Zip 92821 Phone 714 -524 -1' 870 1 ROOM # 1067, 1068, 1070 2800

2Owners name if known SEAGATE TECHNOLOGIES


Contractor FACILITY BUILDERS Lic No. 670072 Remarks/Special Conditions/Project Description

PLUMBING, ELEC., MECHANICAL INCLUDED. St No. 2903 Street SATURN STREET c

City BREA Zip 92821 Phone 714 -577 -8060



License Class g License Number 670072

Date 1 / 6/97 Contractor FACILITY BUILDERS

Address 2203 SATURN STREET C

City and Zip BREA 22$21 Phone 714 - 577 -8060

Construction Lending AgencyI hereby affirm that there is a construction lending agency for the performance of the work for which thispermit is issued ( Sec. 1097, Civ_C)

Lender' s Name

Lender' s Address


1 hereby affirm that 1 am exempt from the Contractor' s License Law for the following reasonec. 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 forsuch permit to file a signed statement that he is licensed pursuant to the provisions of the contractor' s

License Law( Chapar 9, commencing with Section 7000, of Division 3 of the Business and professionsCode) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of section7031. 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than fivehundred dollars($ 500)1:

Eli, as owner of the roperty, or my employees with wages as their sole compensation, willdo the work, and I a structure is not intended or offered for sale ( Sec. 7044, Business andProfessions Code: The Contractor' s Licensed Law does not apply to an owner of propertywho builds or improves thereon, and who does such work himself or through his ownemployees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, theowner-builder will have the burden of proving that he did not build or improve the purposeof sale.)

El 1, as owner of the property, am exclusively contracting with licensed contractors to constructthe prolectscc.7044. Business and Professions Code:The Contractor' s License Law does non

apply to an owner of property who builds or improves thereon, and contracts for such projectswith conuactor( s) licensed pursuant to the contractors License Law).

1 am exempt under Sec._. B & PC for this reason


B

Date InitialValuation $ 40,000.00


High Fire Hazard Area Yes No1 hereby affirm under penalty of perjury one of the following declarations:

a. I have and will maintain a certificate of consent to self- insure for workers' compensation as

Provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is

4ll k d.

b. I have and will maintain worker' s compensation, as required by Section 3700 of the Laborode, for the performantt of the work for which this permit iyJ.55$sued. Myyy orkat 5 compensation

Toran carrier and policy number are,t a — -- - - - - -- ns. to.:

Fire .Sprinklers M Yes No

PERMIT FEES

Policy No: --- j_ Z'15f_- _1H Structural $ 202. 13

Exp Date: --- I- 3_- pia-_---------- -- Electrical

This section need not be completed if the permit is for one hundred dollars ($ 100) or less).

c. 1 certify that in the performance of the work for which this permit is issued shall not employ any person in any manner so as to become subject to the Workers' Compensation Lawsws of Californiaand agree that if 1 should become subject to the workers' compensation provisions of Section 3700 ofthe Labor Code. 1 shall forthwith comply with those provisions.

Plumbing

Mechanical


warning: Failure to secure workers' compensation coverage is unlawful, and shall subject an employerto criminal penanies and civil fines up to one hundred thousand dollars ($ 100. 000), in additionto the cost of compensation. damages as provided for in Section 3706 of the Labor Code, interest, and attorneys fees. Issuance $ 21. 00

I certify that I have read this application and state that the aboveinformation is correct, and that I am the owner or the duly

authorized agent of the owner. I agree to comply with all city andstate laws relating to building construction. I hereby authorizerepresentatives of the City of Moorpark to enter upon the above

ntioned property for inspection purposes.

Total Permit Fee °

C $ 223. 13

Issuance Approved

Date Issued Pe t Number

Signature of Applicant or Agent 1 1/ 6/ 97 7322

Print Applicant' S/ Agent' s Name Datej

7 ;78 itsae —+

vroa ^ at70 W !: N

Arfl r-aa , - J

BUILDING C ADDRESS J


OWNER

ADDRESS

CITY 21P PH.


GROUND SOIL PI

GROUND WATER P2

TOP OUT PG

SEWER P5

GAS TEST PS

FINAL PLUMBING P12

MECHANICAL DATE APPROVEDIINSPR' SSIGNATURE

UNOERGROUNDIFLOOR M1

ROUGH M2

AIR COND. MA


ELECTRICAL DATE APPROVEDIINSPR' SSIGNATURE


UNDERGROUNDPVC METAL DBC. E1

ROUGH WIRINGRECEPT. SPACINGSERVICE CIRCUIT E2


STRUCTURAL DATE APPROVEDANSPR' SSIGNATURE

FOUNDATION- LOCATION Si

REINFORCED UFER

SLAB' REINF. MEMBRANE SB

UNDERPINNING S/

MASONRY S11

FIREPLACE S11


FRAMING Be

INSULATIONSOUND/ENERGY ST

LATH EXTERIOR SB

LATH INTERIORICYPBMRO So

APPROVEMN6PR S. SIGNATURE CAVE OF ISSUANCE PENBT NUMBER

BUILDING FINAL 512


INSPECTION DARE APPPOWMNSPR' S

SIDNVURE

LOCATIONIDIG

STEEUBON04NGIPLUMBING TEST

APPROVED TO OUNITE

EQUIPMENT ENCLOSURE


GAS TEST

PRE•OECK

FENCE ENCLOSURE

FINAL

DEC- 31 - 1996 10: 37

1

t

2'0' d "V.Lol

FACILITY BUILDERS & ERECT

FINAL OCCUPANCY CHECKLIST:

714 577 8064 P. 03/ 03

CITY OF MOORPAABUILDING AND SAFETY DIVISION18 HIGH STREETMOORPARK, CA 99021

805) 529-6884 EXT. 421

LN i>>

Prior to the final occupancy approval by the Building and Safety Oivision, a representative Item the following Citylepertmenls and county agencies must sign below indicating approval for occupancy. The but

will not be released

e, nemmanev until a final inspection has been performed,

Depaamenta/Agenay Rea. Wvd. tgnaturosof Rapretenfirdy aDare

Date

Foundation Prior to placingfoundation concrete

Fire Prevention District

G? fu - Lam Prior to framing

SOS) 383.9710

Inculation

Ventura CountEnvironmental 12-6 1Health ( 805) 654 -2613

occupancy

Installation1 Installation Prior to final

Planning Departmenl805) s29 -ss64 EXT. 228

a

Water works District a1Water /Sewer (805) SU-4829 0

Gty En' ineering805) 529. 8864 Ext. 421

All Installation or product cartifioafea must be provided Io the Building and Safety nivisien in the following order. Enter thedate given to the Building and Safety Division below, The building vhll not be released for final occupancy until a finallaametlnn has been performed.

Certilieaw When Required Req. Not

P—MReceived By Date

Foundation Prior to placingfoundation concrete

G? fu - Lam Prior to framing

Inculation Prior to AnalIC) occupancy

Installation1 Installation Prior to final

occupancy

After obtaining all required cIqA4ajW1t. contact the Building and Safety Division for final occupancy approval. am) 529. 6864 err

A - r ., I., M. . n

DEC 31 ' 96 10: 35

Data : / 3f2!f7

714 577 8064

n M

TOTAL P. 03

PAGE. 03

J

CITY OF MOORPARK - ZONING CLEARANCE799 MOORPARK AVENUEMOORPARK, CA 93021

805) 529 - 6864, Ext. 226


CASE REFERENCE NUMBER: DP 300Approved by: PP

Applicant: FACILITY BUILDERSPhone: 714 - 577 - 8060

Address: 02903 SATURN STREETCity: BREA

Owner: SEAGATE TECHNOLOGYAddress: 02655 PARK CENTER

Phone: 805- 583 - 8400

Project Address: A. P. N.:


05898 CONDOR

513 - 0- 060 -25 - 0M - 1

flFk (MAIVzVyPROPOSED USE:

TENANT IMPROVEMENT, RESTRIPE PARKING LOT, OCCUPANCY " SEATE f

TECHNOLOGY" 116, 048 SQ. FT ( 77, 582 SQ. FT. OFFICE / LABS, 8, 466WAREHOUSE / CIRCULATION), 286 PARKING AVAILABLE

LOT INFORMATION --

Lot Width: 0000 feetLo Depth: 0000Lot Area: 0000

Acess or 000000 sq. ft. Maxtheight: 00

feetetMin. Front Yard: 00 feetMin. Rear Yard: 00 feetMin. Side Yard: 00 feet

Min. Distance


vl

W

O

0

0)

Parkin Re -- -- rage---- ---- - -----

g quired: Open ( 9X20): 283 Ca --- - - - - -- port ( 9X -- -- 000 Garage ( 20X20): 000

CONDITIONS OF APPROVAL: COMMERCIAL \ INDUSTRIALNO INCREASE IN FLOOR AREA PERMITTED.

CONDITION


Conditions of Approval per Resolution No.: 84 - 73 apply. BUSINESS REGISTRATION PERMIT REQUIRED.

NO HAZARDOUS MATERIAL TO BE STORED OR GENERATED ON - SITE. 1* SIGSITE PLAN ATTACHED.

APPROVED BY: PP DATE: 10115196

NOTICE - THIS ZONING CLEARANCE BECOMES NULL AND VOID IF WORK OR CONSTRUCTIONAUTHORIZED HEREIN IS NOT COMMENCED WITHIN, OR IS SUSPENDED OR ABANDONEDFOR A PERIOD OF, 180 DAYS AFTER THE DATE OF APPROVAL OF THIS ZONINGCLEARANCE.

NOTICE -ALL ZONE CLEARANCE APPLICANTS MUST VERIFY ( IN PERSON) WITH THEBUILDING DEPARTMENT IF ANY ADDITIONAL PERMITS ARE NECESSARY.

STATEMENT - I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS ZONING CLEARANCE, INCLUDING THE CONDITIONS OF APPROVAL AND STATE THAT THE INFORMATIONGIVEN BY ME IS CORRECT AND AGREE TO COMPLY WITH ALL PROVISIONS OF THECITY' S ZONING CODE AND THIS DOCUMENT. I FURTHER ACKNOWLEDGE MY UNDER- STANDING THAT I MUST RECEIVE APPROVAL FROM THE PROPERTY OWNER PRIOR TOCOMMENCING ANY WORK AUTHORIZED HEREIN.

APPLICANT: \ S W)(-U1 13V'AV A DATE:

APPROVED BY Q5_R3, DATE: I -4IIC 1


799 MOORPARK AVENUE

MOORPARK, CA 93021

805) 529 - 6864, Ext. 226



Applicant: KOSHAR JOE

Phone: 714 - 577 - 8060

Address: 08111 VALENCIA DRIVE

City: HERMOSA BEACH

Owner: SEAGATE TECH ,


Phone: 805 - 582 - 3878

Project Address: 05898 CONDOR DRIVE

A. P. N.: 513 - 0- 060 - 25 - 0

Zoning: M - 1

Code Sea. No.:

PROPOSED USE: TENANT IMPROVEMENT, REMOVE INTERIOR NON STRUCTURAL ANDPARTITION WALLS

LOT INFORMATION

Lot Width: 0000 feet Lot Depth: 0000 feetLot Area: 0000 Acess or 000000 sq. ft. Max. height: 00 feet

Min. Front Yard: 00 feet



Min. Distance


VI

W1

aIa

t

Parking Required: Open ( 9X20): 000 Carport ( 9X20): 000 Garage ( 20X20): 000

CONDITIONS OF APPROVAL: COMMERCIAL\ INDUSTRIAL

CONDITIONS OF APPROVAL APPLY, PER RESOLUTION: Conditions of Approval per Resolution No.: 64 - 73 apply.


BUSINESS REGISTRATION PERMIT REQUIRED.

NO HAZARDOUS MATERIAL TO BE STORED OR GENERATED ON - SITE. 1

OTHER:

BUILDING IS CURRENTLY VACANT. ZONING CLEARANCE REQUIRED FOR ADDITIONAL TENANT

IMPROVEMENTS AND OCCUPANCY.

APPROVED BY: PP DATE: 09/ 13/ 96

NOTICE -THIS ZONING CLEARANCE BECOMES NULL AND VOID IF WORK OR CONSTRUCTION

AUTHORIZED HEREIN IS NOT COMMENCED WITHIN, OR IS SUSPENDED OR ABANDONEDFOR A PERIOD OF, 180 DAYS AFTER THE DATE OF APPROVAL OF THIS ZONING

CLEARANCE.

NOTICE -ALL ZONE CLEARANCE APPLICANTS MUST VERIFY ( IN PERSON) WITH THE

BUILDING DEPARTMENT IF ANY ADDITIONAL PERMITS ARE NECESSARY.

STATEMENT - I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS ZONING CLEARANCE,

INCLUDING THE CONDITIONS OF APPROVAL AND STATE THAT THE INFORMATION

GIVEN BY ME IS CORRECT AND AGREE TO COMPLY WITH ALL PROVISIONS OF THE

CITY' S ZONING CODE AND THIS DOCUMENT. I FURTHER ACKNOWLEDGE MY UNDER-

STANDING THAT I MUST RECEIVE APPROVAL FROM THE PROPERTY OWNER PRIOR TO

COMMENCING ANY WORK AUTHORIZED HEREIN.

APPLICANT: - - DATE: 9C

APPROVED BY: DATE: // 3/



905) 529. 5854ext421


PERMIT

AND CERTIFICATE OFOCCUPANCY 0


St No. 5898 Street CONDOR DRIVE 437 96 -253 MP -0755

APN Lot Tract The following work is authorized by this permitApplicant FACILITY BUILDERS Struct. Plumb. ® Mech. ® Elect.

St No. 2903 Street SATURN STREET SUITE C Type of Project New Alter ® Addition Repair

City BREA Zip 92821 Phone 714/ 577/8060 Tenant Improvement Demo Occupancy PermitEngr /Arch J. R MILLER & ASSOCIATES Lic No. 3046 Project Location on Size

St No. 3020 Street SATURN STREET Description Property in S . Feet

1 CLASS 100 CLEAN ROOMCity BREA Zip 92621 Phone 714/ 524/ 1870

2Owners name if known SEAGATE TECHNOLOGY


Contractor FACILITY BUILDERS Lie No. 670072 Remarks /Special Conditions/Project Description

THIS PERMIT IS FOR COMPLETION OF WORK ON THESt No. 290 Street SATURN STREET SUITE C

City BREA Zip 92621 Phone 7141577/ 8060 CLEAN ROOM TO BE COMPLETED AFTER FINAL OF

PERMIT NUMBER 7204. FEES ARE BASED ON ACTUALLicensed Contractor' s Declaration

I hereby affirm that I am licensed under the provisions of Chapter 9 ( commencing COST FOR CLEAN ROOM INSPECTION INCLUDINGwith Section 7000 ofDivision 3 of the Business and Professions Code) and mylicense is in full force and effect.

OVERHEAD.

License Class B- 051 License Number 670072

Date 1217,3/p6 Contractor EA nITfYB in FRCMECHANICAL AND ELECTRICAL ARE INCLUDED.

Address 290 SATURN STREET SUITE C

City and Zip BREA 22511 Phone 7141577/ 8060

Construction Lending Agency1 hereby affirm that there is a construction lending agency for the performance of the work for which thispermit is Issued ( Sec. 1097, Civ..C)

Lender' s Name

Lender' s Address


1 hereby affirm that 1 am exempt from the Contractor' s License Law for the following reasonec. 7031. 5, Business and Professions Code: Any city or county which requires. permit to construct,

alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant forsuch permit to file a signed statement that he is licensed pursuant to the provisions of the contractor' sLicense Law(Chapter 9, commencing with Section 7000, of Division 3 of the Business and professionsCode) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of suction7031. 5 by any apvplicant for a permit subjects the applicant to a civil penalty of not more than fivehundred dollars(5500)]:

1, as owner of the property, or my employees with wages u their sole compensation, willdo the work, and the structure is not intended or offered for sale ( Sec. 7044, Business and

Professions Code: The Contractor' s Licensed Law does not apply to an owner of propertywho bull" or improves thereon, and who does such work himself or through his ownemployees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, theowner - builder will have the burden of proving that he did not build or improve the purposeof sale.)

L as owner of the property, am exclusively contractingg with licensed contractors to constructthe project(Sec. 7044, Business and Professions Code License Law does not

apply to an owner of property who builds or improves thereon, and contracts for such projectswith contractor(s) licensed pursuant to the contractors License Law).

I am exempt under Sea_, B &PC for this reason


3 -N



High Fire Hazard Area Yes M NoI hereby affirm ender penalty of perjury one of the following declarations:

a. I have and will maintain a certificate of consent to self -insure for workers' compensation as

Provided by Section 3700 of the Labor Code, for the performance of the work for which this permit issauced.

b. I have and will maintain worker' s compensation, as required by Section 3700 of the Laborode, for the performance of the work for which this permit is issued. My worker' s compensation

carrier and policy number are: i surane u

ins. o.: -------------------------------- Policy No: —__ - -_ _ —__

Fire Sprinklers M Yes Nop

PERMIT FEES

Structural $ 636.00

Exp Date: _-- _- ---------- _-- ------- _ —_--- Electrical

This section need not be completed if the permit is for one hundred dollars (9100) or less).

c. I certify that in the performance m the work for which this permit is adon

Lawsonminaret.

loy any person in any manner so as to become subject to the Workers' Compensation Laws of Californiaand agree that if I should become subject tons, workers' compensation provisions of Section 3700 ofthe Labor Code, l shall forthwith comply with those provisions.

Plumbing

Mechanical

Plan CheckDate SignatureWarning: Failure to secure workers' compensation coverage is unlawful, and shall subject an employerto criminal penalties and civil fines up m one hundred thousand dollars ($ 100.000), in additionto the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest, and attorney' s fees. Issuance $ 21 00



Total Permit Fee657.00

state laws relating to building construction. I hereby authorizerepresentatives of the City of Moorpark to enter upon the abovementioned property for inspection purposes.

Issuance Approved

Date Issued P it Number

Signature of Applicant or Agent 12/ 23/ 96 7312

Print Applicant' s /Agent' s Name F-F/7/

Ll o EWa

gg Ln

Jo

BUILDINGADDRESS W

BUILDING INSPECTIONS RECORD

k

LOT BLOCK TRACT

OWNER

ADDRESS

CITY ZIP PH.


GROUND SOIL Pi

GROUND WATER P2

TOP OUT P3

SEWER PS

GAS TEST PS

FINAL PLUMBING P12


UNDERGROUNDIFLODR M1

ROUGH M2

AIR COND. M<




UNDERGROUNDPVC METAL D C. E1

ROUGH WIRINGRECEPT. SPACINGSERVICE CIRCUIT E2


STRUCTURAL DATE APPROVEMINSPR' SSIGNATURE

FOUNDATION. LOCATION

REINFORCED LIFER

BI

SLAB' REINF MEMBRANE S3

UNDERPINNING SA

MASONRY S11

FIREPLACE S11


FRAMING SB

INSULATIONSOUNDIENERGY ST

LATH EXTERIOR SB

LATH INTERIONAGYPBOARD SB

APPROYEDINSPR' SSIGNATURE DATE OF ISSUANCE

2- 2g

PERMIT NUMBER

BUILDING FINAL S12 d s7


INSPECTION DATE

LOCATIONDIG

STEELAIONDINGA UMBING TEST

APPROVED TO GUNITE

EQUIPMENT ENCLOSURE


GAS TEST

PRE-DECK -

FENCE ENCLOSURE

FINAL

APPROVEDANSPWBSIGNATURE


799 MOORPARK AVENUE

MOORPARK, CA 93021

805) 529 - 6864, Ext. 226


CASE REFERENCE NUMBER: DP 300 Approved by: DST

Applicant: FACILITY BUILDERS ,& ERECTORS

Phone: 714 - 577 - 8060

Address: 02903 SATURN ST. SUITE C

City: BREA

Owner: SEAGATE TECHNOLOGY ,


Phone: 805- 583 - 8400

Project Address: 05898 CONDOR DRIVE

A. P. N.: 513 - 0- 060 - 25 - 0

Zoning: M - 1

Code Sec. No.:

PROPOSED USE: TENANT IMPROVEMENT, STRENGTHEN FOUNDATION FOR FUTUREMEZZANINE.

fVII

W

Q

aI


LOT INFORMATION

Lot width: 0000 feet Lot Depth: 0000 feetLot Area: 0000 Acess or 000000 sq. ft. Max. height: 00 feet

Min. Front Yard: 00 feet



Min. Distance


Parking Required: Open ( 9X20): 000 Carport ( 9X20): 000 Garage ( 20X20): 000

CONDITIONS OF APPROVAL: COMMERCIAL \ INDUSTRIAL

NO INCREASE IN FLOOR AREA PERMITTED. • CONDITION

Conditions of Approval per Resolution No.: 84 - 73 apply- BUSINESS REGISTRATION PERMIT REQUIRED.

NO HAZARDOUS MATERIAL TO BE STORED OR GENERATED ON - SITE. IOTHER:

THIS PERMIT IS FOR THE FOUNDATION ONLY. CONSTRUCTION OF THE MEZZANINE OR ANY • SITE PLAN

ADDITIONAL INTERIOR IMPROVEMENTS REQUIRES AN ADDITIONAL PERMIT.

APPROVED BY: DST DATE: 09/ 27/ 96

NOTICE -THIS ZONING CLEARANCE BECOMES NULL AND VOID IF WORK OR CONSTRUCTIONAUTHORIZED HEREIN IS NOT COMMENCED WITHIN, OR IS SUSPENDED OR ABANDONEDFOR A PERIOD OF, 180 DAYS AFTER THE DATE OF APPROVAL OF THIS ZONINGCLEARANCE.


STATEMENT - I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS ZONING CLEARANCE, INCLUDING THE CONDITIONS OF APPROVAL AND STATE THAT THE INFORMATIONGIVEN BY ME IS CORRECT AND AGREE TO COMPLY WITH ALL PROVISIONS OF THECITY' S ZONING CODE AND THIS DOCUMENT. I FURTHER ACKNOWLEDGE MY UNDER-

STANDING THAT I MUST RECEIVE APPROVAL FROM THE PROPERTY OWNER PRIOR TOCOMMENCING ANY WORK AUTHORIZED HEREIN.

APPLICANT: —L "' \%,.,(. L li " \'\. Y DATE:

ZONING CLEARANCE NO.:

0cAPPROVED BY: - _ DATE:

City of Moorpark APPLICATION FORBuilding andSataty PERMIT

7°° AA°° Alowl AND CERTIFICATEr oo ( Imo+ OCCUPANCY

BUILDING

111I,t G/tBuilding Address Ce s # Plan Review No.: St No.-%% Street MNDORAPN Lot Tract Xkfol lowin w u rued

ApplicamCALIF. INDUSTRIAL ELEC. CORP.

St No. 2225 Street FIRST ST. # 107

Cit SIMI VALLY Z& 3065 pho Tenant Improvement ® Demo Occupancy Permit

Engr /Arch JOHS SELLS Lic NoPO24 Project Location on SizeSt No. Street pegpq ' on Property in So. FeetCi! y Zip Phone

1.

Owners name if know& EA GAT . TECHNOLOGIES2.

Telephone 583. 3800

3.

Contractor CAIN. INDUSTRIAL ELEC. CORP. lie NO. 670072 Remarks/Special CondidonsiTroject Description

St No. 2225 Street FIRST ST. # 107

ClayAII VALLY a 3065 Phone 520 -3900


l hereby afriitm that I am licensed under the provisions of Chapter 9 ( commencingWitit Section 7000 of Division 3 of the Business and Professions Code) and mylicense is in tali force and effect.

License Class D Uceaee Number 670072Date10lbi/ 96 ContractorAddres= FIRST' ST. # 107

City and tipS ALLY 93065 Phon 0- 9 0

Construction Lending AgencyI'", armm amt same is a mmmctloe ktAioa Ramey, fn, tb pMama ce d ore w for which thispermit s lamd (Sac. 109'1. cl, c)

Lender' s Name

Lender' s Address


1 heaby amtm that 1 am exempt Iran the Coutncmis Iiceme I.ew for hit following rtanm130. 1. 5. Busiaem mod I' memona Code: Any city m minty whirl . quiet a gambit an amuOaLants. improve. demolish, a mpir my st auae, print b it bantams. also tegmm the 2lpnum famah pnadt an nit a wgmd stakmtm ft, b in Ifretmud por M m the laivmi d eoohaelaSUtahans Iaw(Chsqer 9, ctrnamiciog with sanoo 7000. a Division 3 nr We Bohan ma pmftWauCadet Of that he is exempt thetlram, and the hula fa the alleged exemption. Any rkNtlon of section1x71. 5 Pry my applicmi For a gams suhiaa W ppikat in a civil pmaty of not mm am livehunNN ddlan( r5001i:

I, as owns or the Property, a my employee with wages m their mast compeoutloo, willdo ate wok. and tae Measure it as Imeded m o fesed Fa ask ( Sec. 70". nmiar andProfssum Cvda: Tb CronbacMl Ummed Ian door am may k an owner or promuywho buam a In a and who does such uak hmnalf a thtouaahh hN own. employees, provided that Rah ImpmetmoN an oat IamMM a dbrdia suit. IChowevn, the building a hnpo summit is avid within woe ynr a don, the

cum- balder will In,. the hiadev a pvrtvg that be did ma buildvcs improve the purposea .a: a.) 1, as wan a the pTrty, ern exclutively avumsm with scensed eonumtan m mnsmmetths pajscuSa.7oeq Bminns maI Pda. Cade: Tbe Cmnamrl Uame I w door nn.

m m under of property who builds or buixems therem, and mamauns roe ran ujusig P Division Construction TypeV1mptY pevnh stan" l) acemd puamm an the catncian Uuttor law).

B 1

1 am exempt mule, Sec._, BaFC fa unb nom



I hereby warm under Penalty a perjury one of the following deebuede m: TeaR1 you F7 mr,

a I have and will submit a urtifkate d conorat an air -imam fa wabn' campematlon anp vided by Secaoe 3Rp a the tab. Cab, fa me issal m a Me was fa weld Wa p t N Fire Sprinklers

oe

far ` p fam: m,tafpgn a wrot0. witrequired ' as : a PERMIT FEESndt.

gym. comp

Irrnsgme ymer ad Pod' Su i L ode Co l`n IF. StructuralPolicy No: ! L 41( o 0 1 8' S

Exp Dale: _(' 1- Eltxuical

rYa sections sad tat[ be ampkled B th peail N fa one bmmund dome (8100) a Its).

PlumbingI ins. certify that the peammnm dam mats roe which this apermuldt is bmed. 1 shat as map

loy my pesos I. any summer m m b became an b the Wmken' Campeminim lama a Caufomhad Rpm Mat a 1 a0omld Immune subject m Me weMora' ecmpeamtloa ptrwWer a Settles 3700 a Mechanicaltb labor Cade. I shall fnnhwith empty wish arose pm, kbm. 315214 4i


Waving: Fail.. m acme waken' compensation **, rage N umastfm, ad shall mbjmc mi aployorm ahmam pemltia and civil fray lip m one 0udrd thomad dunua (SI0a0(nk In addftlmW the cat a t=. mlm, daaga m ptvndd fa k Sating 3705 a Me labor Code. keelad sumary' s far. ISSUE"

1 certify that 1 have read this application and state that the above4,624.28information is correct, and that 1 am the owner or the duly Total Permit Fee ci'i

authorized agent of the owner. 1 agree to comply with all city and

stale laws relating to building construction. I hereby authorizerepresents ' s of the City of Moorpark to enter upon the above Issuance Approvedmention a party for inspection purposes.

Date IssucM /31/ 96 Per% t,dupther 7215

Signature App leant or AgentfV S:

w m

WAt.-tt=(L Pf EZ— t F£ s1D£ h 10_ 3I- G

Print Applicant' s /Agent' s Name Date deg

a

BUDDINGADDRESSV


y

1OT BLOCK TRACT

OWNER

ADDRESS

CITY ZIP PH.


GROUND SOIL Pi

GROUND WATER P2 f

TOP OUT PG

SEWER P5

GAS TEST P6

FINAL PLUMBING P12 vMECHANICAL DATE APPROVEDANSPR' S

SIGNATURE


ROUGH M2

AIR OOND. M4

FINAL MECHANICAL MI2

ELECTRICAL DATE APPROVED'INSPR' SSIGNATURE

TEMP CONSTN. POWER EJ

UNDERGROUNDPVC METALD. B C. El

ROUGH WIRINGRECEPT SPACING -

SERVICE 'CIRCUIT E2




REINFORCED LEER

SLAB RUNE MEMBRANE S]

UNDERPINNING SA

MASONRY — S11

FIREPLACE S11


FRAMING Be

6WNDIENEROY ST

LATH EXTERIOR 5!

LATH INTERIORGYPSOARD SA

APPRDNEDNNSPR' S, SKiNATI1RE DIRE OF ISSUANCE

lb, VV

FEW NUMBER

BUILDING FINAL S12


INSPECTION DATE APPROVEDANBPR' SSIGNATURE

LOCATIONIDIG

STEEUBONDINGIPLUMBING TEST

APPROVED TO GUNITE

EGUIPMENT ENCLOSURE


GAS TEST

PRE- DECK

FENCE ENCLOSURE

FINK

City of Moorpark APPLICATION FORotdidingandsahsly PERMIT

moorp k00,`

IiantaAl AND CERTIFICATE

eos)> mdat OCCUPANCY

BUILDING

OF 0Building AddressSt No5898 Street CONDOR

Census / 437

Zone Clearance96 -334

Plan Review No.:

APN Lot Tract followin ono u rized b tAPpli FiRAYCON INC. c ,

St No, 2213 -15 Street N. ROSEMEAD BLVD.

Cit . EL MONTE Zi 1733 phonc2l3/283- 9451

IYPCUI JML LM

Tenant Improvement Demo Occupancy Permit

Engr /Arch - Lic No.

St No. Street

City Zip Phone

Project

Descri ' tapLocation on

PropertySize

in So. FeetMECHAI.

Owners name if knowisEAGATE TECHNOLOGIES2.

Telephone3.

ContfactorGRAYCON INC Iic No255W Remarks/Special ConditionslProject Description

ONLYSt No. street 14ECHANICAL

City Zip Phone


I hereby affirm that 1 any licensed under the provisions or Chapter 9 (commencingwith Secmoo 7000 of Division 3 of the Business and Pmfined. Code) and mylicense Is in full form and effect.

License Class II License Number255W

Datelo? Contractor ' CDINCAddress

City and Zip Phone

Construction Lending Agency1 hmby affum that Siam u a m Utte11m leading ageney fine Ne Perfe mvew d dm work fa watch W, pnmit n lmead face. 1097. Cle..C)

Lender' s Name

Lender' s Address


I Mreby mnm that 1 am exempt from Nc Cnenctor' s IJame law fat Ne following mootl5K•7m1. 5. Business ad Praleram Code: Any city at marry which requires a peralt w camtlaa. dm, Mpwe. demolish. m mpdr my snaMe, prim m let inaaae. slap rtgdta Ne spgkant ! msuch permit k Bk a Signed amement We be la Ikensd plenum W Ne , ins d the eonnamv5Jame 4wlChegqtt 9, comemaing with Section 700. d DIviam 3 d the Bmlmm and ertbm

Curie) w Ihm he Is lumpq Ihtmlma, and the basis fa We Weald exemption. Any vMlaawat rmlMe70.11. 5 py my app i fm a permit smiled W apgtass m a den putty d am sore Wn nvehunNd ddlmall50011:

L. owner d ft=. a my empl ym Mth wages a their ache mmprnndm. willdo Ile wmh. and the rmMwe n net intended m dread fa ask late. 70 Bmlmn adPmfmSim Cade: The Cm want' s IJmmd law dm em apply no an own a propertywho Milder a Impurm aemm. and war dm such wart himself a WMe owemgoym, pmvid and meh pm am Intended w drd a We. If. howem. the building w Impprwoaemem k sold ad" am year d mmpkdaq Sim

b t1Mr M" Mae 1M bur.'. -s ^! „- ! ng !` tie be ad eat w•ad w lsprm e:: xo

of ale.) 1. m Donna d the , m exeludvd emmactie MI=`,

s raeehteba ro mnsuactam pt nwe'0°a° °`send nwtae= CWTL c ueame f. w dm nap

M th'Ywntracmr( s) Ilmeed imvt to Ne mettamme

IawmWaenfa rveh pgeen

1 m exempt ands ten_. Ham for Nis ream e

B Group Division Construction Type

Date InitialValuation '

Workers' Compensation DeclarationY es

1 baray afnm tender penalty of perjury, one d don following dedar mm:

L I have and will maintim a meafiak of mmem in elf -Imme for watm' tam Sine apovidd by section 37W d Ne labor Cam. fm Me perfwmanm d do wed, fa wmea lu s pert ks

High file H= d Alva

Fire Sprinklers

b 1 Moe and will comment wwher' s ampemalm a required by amtim 3700 d Ne Lanaode, for the annamee d the work fm which W, part k immel. My rWent, t meaprYon PERMIT FEES

Policy No: ly // 3 / 0 7 2 Structural

E7lp Date: Electrical

rhis aprdoa vend not M emgead If the pamlt in fa one hrd,ed ddMS (f100) a In").

e. I a in y n0. k red pe to bee a the wart for which Wes t b bwei l Wall n0. lapIoW any pawn In any mmaa a u k naeore eablert b dre Wpraen' law, d CtafaW

ale ; J 0tar calm plants ° N setta Mth

po' Afte srdne rap d

Date Signature

wamialt! FSilum m acme wmian' mapemadm mmge in unlawful. ad thall allied a mpbprW chmmss pWdm 0.W doll fine, up nave hmtrd Nmad dWm ($100.00). k admtlatm the tam a ocmpnmtlm, deamp, m pudned fw hi steam 3706 d the Lana Code. Mtemat, ad tummy' s fen.

Plumbing

MecheniCel

Plan Check

Issuance h•0.

1 certify that I have read this application and state that the aboveinformation is correct, and that 1 am the owner or the duly

a

Total Permit Fee v°1

authorized agent of the owner. 1 agree to comply with all city andstate laws relating to building construction. I hereby authorizerepresentatives of the City of Moorpark to enter upon the above

mentioned property for inspection purposes. Issuance Approved

Date lssu*/ 29 /96 Perqit INIIIjLfr 7210

as o m xas

Signature of Applicant or A n

vinPrint Applicant' s /Agent' s Name Date, 15% . y

W A Ao T P•

O o 0

BUILDING

50gYADDRESS


OWNER

ADDRESS

CITY ZIP PH,

PLUMBING DATE APPSOVEDIINSPR' SI REMARKS

GROUND SOIL Pt spovrz- -

GROUND WATER P2

TOP OUT P3

SEWER P5

GAS TEST P6

FINAL PLUMBING P12


UNDERGROUND'FLOOR MI

ROUGH M2

AIR COND MO

FINAL MECHANICAL M12 iZ 9ELECTRICAL DATE APPROVEDANSPR' S

SIGNATURE


UNDERGROUNDPVC -METAL D. B. C. Et

ROUGH WIRINGRECEPT SPACING. SERVICE CIRCUIT E2


STRUCTURAL DATE APPROVENINSPR' SSIGNATURE

FOUNDATION LOCATION ED

REINFORCED LIFER


MASONRY SI1

FIREPLACE SIt

ROOF FRAMING

ROOF SHEATHING SS

FRAMING SB

INSULATIONSOUNDIENERGY ST

LATH EXTERIOR S!

LATH INTERIORASYPSOARD S9

APPRWEDINBPR'SSIGNATUREOVEI DATE OF ISSUANCE

J

G 96PERMIT NUMBER

BUILDING FINAL S12


INSPECTION DALE APPROYEPINSPR' S

SKINA URE

LOCAMON0113

STEEUBONDINGIPLUMBING TEST

APPROVED TO GUNITE

EQUIPMENT ENCLOSURE


GAS TEST

PRE -DECK

FENCE ENCLOSURE

FINAL

ri.:a.::.: -

City of MoorparkBuilding and Sataty

799 Moorpark AvenueMOO { Wal


PERMIT

AND CERTIFICATE OF

OCCUPANCY


St No. 5898 Street _ CONDOR 437 96 -334

APN Lot Tract The following work is authorized b this rmitApplicant ROBINSONS MECHANICAL Struct. Plumb. Mec . Sect.

St No. 1522 Street HOWARD ACCESS ROAD Type o • lest N New I I Alter LJ Addition LJ Repair

City UPLAND 2Fip Phone 909 - 946 -9232 Q Tenant Improvement ® Demo Occupancy PermitEngr /Arch Lic No. Project Location on SizeSt No. Street Description property in S . Feet

City Zip Phone 1 PLUMBING2.

Owners name if known SEAGATE TECHNOLOGIESTECHNOLOGIES

Telephone 582- 3822

3.

Contractor ROBINSONS MECHANICAL lie No. 466259 Remarks/Special Conditions/Project Description

St No. 1522 Street HOWARD ACCESS ROAD

City UPLAND Zip 91786 phone 909/946 -9232



License Class LB license Number 466259

Date 10/16/9' Contractor

Address IM HOWARD ACCESS ROAD

CityandZip UPLAND 91786 Phone 9D9/ 946-9232

Construction Lending Agency1 hereEy arrlrm that them is a cenamtedon tending agency for m< performance a the work for which talepC11Nl 18 tea it ( Sec. 1097, cm-C)

Lender' s Name

Lender' s Address


1 hereby amen dw 1 am exempt C. the Commocta•a umme IoW for the following reasontSec.7 1. 5. BWmes and Professions Code: Any city or cowry which requires a permit to aommici, Want. improve. demolish, or repair any slruclm, or m its invent, also rt iums me applicant forsuch permit to file a egmed statement that he is IlcelsM paullem to me vision d me conaiscom' s

U. Isw(Clm 9. commevmng with Section 7000, a Dlviaio a 3 of the Boomers said pofeubmeCode) or and he ra exemqq therefrom, and me basis for me alleged examptioo. Any violation of ceehon

031.5 M nY sspPppnItca t fce a person rvhJecm me applicant m a civil Penalty of am mart than fivehandred ealme( sscolb

Q 1. as owner of me papemy, or my employem with wages a their sole compensation, willdo me work. and the atrucim is sot Intended m drertd fa saes ( Sx.'/ 4 Bnicea and

P ofessiws Code: The Conhacmr' s Ummed law dm wit apply to an oath a promises

who W0d' a i i thatUlsee k impr who does such wart himself o h4 own

employees, provided that such imp. I is sal art nil ow,

yea, a aimed or We. If.

however, the building a I. . Ia it sold

tawithinaid mat i d m

impuu. me

of - 0e) dlder will have the Emden a paving seal he did rM Wild a improvc me purpmefit . pc)

El I, as awmw of me pmppeeny. am exclusively Mnnalllmg Wlm IleenXd commYlom to cosemRetme poject(Sec.7014. B Weere said Praea ms Code: T f:Ontmcmr•6lJaam IoW dose ma

apply m m owns a properly who builds or impmvm theerm. and eonaaaa for such Projecuwvth conhacbr(r) Iiamed puauavt b the comhectam U. law).

Eli em exemp onder Sec._. BdPC for this tenon

Group Division Construction TypeB

Date IlufialValuation


Yes NoMgb Am Hazard AmaI hereby affiem under penalty a perjury aw a tx fdlowivg demaratiom:

a I have and will maintain a certificate, of consent m self -insure for waken' compensation nprovid' d by section 3700 a the labor Code, fa the prefamsace of me work For which this permit is19811ed.

b. 1 have and will maintain worker' s compemetiom, as tarymd by Section 3700 of me laborCode, for the amaace of the work for which thtr Permit is harvest My worker' s compensationipsuraoa a am pol ryey gqmh ains. o.: l li: cR! rmx. rt: CG £ la, S Ero kk P ,

LJ Yes NoFire Sprinklers

PERMIT FEES

Policy No: ( s Structural

Exp Date: Electrical

This section need not be completed B the permit is few omi hovdeed dollm ($100) a Ins).

1 I. ime ed. l shell not empc. 1 ocrefy ma in me Par(ammue a the work fa which thintoy my canon in aoY maanec so n m lacame abject m tha aka' ComRemratim laws a CaliforeiaHead agree sent Ir 1 shoad become mbjaa m me workm' paaamm a Secmm 37th a

the labs code, 1 1 f m campy with eras

Date Signature

Wwmie Fei m' aoc w, noes taco seas on coverage u uvlawfa....' hall subjectim,aa yam a, toad peealtin acid civil fiam up so ouc hemmed maamd 37M ft L. 1aw is additiontNme coo a amempmsanal. damage n pmadW ! a is Section 3706 a me labor Cade, ivamr.

mmrsy

Plumbing $242.20

Mechanical

Plan Check $ 121. 10

1ie $ 21e00Issuance



Total Permit Fee $384.30

state laws relating to building construction. I hereby authorizerepresentatives of the City of Moorpark io enter upon the abovementione operty for inspection purposes.

Issuance Approved

Date Issued Permit Numbera = j—

Signature of Applicant or Agent

p 6?

Print Applicant' s /Agent' s Name rAte

10! 16/96 7186

a' m xi-- e

ao m

ra rsa wU o 0

BUILDINGADDRESS Q


OWNER

ADDRESS

CITY ZIP PH.

PLUMBING DATE APPROVEDIMSPR' SSIGNATURE REMARKS

GROUND SOIL PI

GROUND WATER P2 L 60 OVL5 (Z)fTOP OUT P3 P_ SEWER PS

GAS TEST P6

FINAL PLUMBING P12

MECHANICAL DATE APPROVEDANSPR' S

SIGNATURE


ROUGH M2

AIR COND M<


ELECTRICAL DATE APPROVEDIINSPR' S

SIGNATURE


UNDERGROUNDPVC El

ROUGH WIRING

RECEM SPACINGSERVICE CIRCUIT E2



FOUNDATION LOCATION Sl

REINFORCED UFER

SLAB REINF MEMBRANE Cl S3

UNDERPINNING SI

MASONRY Ell

FIREPLACE SIT


FRAMING SB

INSULATIONSOUNOIENEROY S2

LATH EXTERIOR BB

LATH INTERIOPIGYPBCARD SS

APP OVED W ESIGIUB DARE OF ISSUANCE PERMIT

INUMBER

VBUILDING FINAL S12


INSPECTION DATE APPROVEDANSPR' B

SIGNATURE

LOCATIONIDItG'

STEELIBO Y PLUMBING TEST

APPROVED TO GUNITE

EQUIPMENT ENCLOSURE


GAS TEST

PRE DECK

FENCE ENCLOSURE

FINAL


moo 799kMoo Avenue

g95524 31V

APPLICATION FOR BUILDINGPERMIT

AND CERTIFICATE OFOCCUPANCY

Building Address Census # Zone Clearance Plan Review No.: St No. 5898 Street CONDOR DRIVE 437 96-253 MP -0755APN Lot Tract The following work is authorized by this permitApplicant FAC' If.iTY RTITI D RC Struct. Plumb. Mech. Elect. St No. 29()3 Street _ SATIIRN STREET SIiITF. C Type of Project New Alter ® Addition Repair

City BREA Zip 92821 Phone 714/577 060 Tenant Improvement Demo Occupancy PermitEngr /Arch ). R MILLER & ASSOCIATES Lic No. 3046 project Location on SizeSt No. 3020 Street SATI iRN CTRFET Description Property in S . FeetCity BREA Zip 92621 Phone 714/52411870 1 FOUNDATION FOR 2ND FLR 11, 000

Owners name if known SEAGATE TECHNOLOGY2 FOUNDATION FOR MEZZ 3690


Contractor FACILITY BUILDERS Lic No. 670072 Remarks /Special Conditions/Project Description

St No. 290 Street SATURN STREET SUITE CTHIS PERMIT IS FOR FOUNDATION ONLY

City BREA Zip 92621 Phone 7141577/8060

Licensed Connector' s Declaration


License Class 13- 051 license Number 670072Date 9130196 Contractor FA UM BUHpLMSAddress 290 SATURN STREET _

City and Zip BREA 92621 Phone 7141577/80110

Construction Lending Agency1 hereby almrs, WI the. is a conshucbon lauding agency for the pert. of tlm wart for which thispermit a issued ( sec. 1097, CW. C)

Lender' s Name

Lender' s Address


I hereW notion that 1 am exempt from the Cmtm , ovs Licence Inv for the following mamaIsc 1. 5. Budnsa and Poufesa;ons Code: Any city or county which requ;ma a permits constrvet, altar. improve, demolish. or repair my structure• prim m its issuance, aim requires the applicant ratinch permit an file a signed statement that he is ncemed pausnsnt to the provision, of the oonnnew' sName Law(Chapter 9, cmneaing win Section 7000, of Division 3 of me Bushman and pofeniomCode) or that he is evenµ thaefrm, and the Woe for Use alleged exemption. Any violation of setion7031.5 ' Las' a+poqp! act tee a pemtt subject, me applicant s a civil penalty a son more than fivehundred ddlam(5500)1:

1, u own, ol me m my employee win wages u tadr Bole wonpmsetion, willdo the warlc mW the euucture u rot m mtlM or offered for hale ( sc. '/fM4, B. ; mm mMfiooeadoes Cade: The Conuuuw' s Iheeed taw don not apply to an corm a nuclear, wM Wilda or improve thereon, and who don ouch work bimwJf c mrvuxabb his cornemployees, provided that each improvements are nix innnded or offeredt sale. If. however, the W00ivg or ionpovexamt is add witim cam year a completion, thecorm -mdMer will have de, hmCen of proving that he did sot hand a improve me purpose

of ale.) 1, as . a the property, am miefte ively Wa, Mting wtm neeNed contractile to conwnctme Bmaress Rafesaa, Code: prtryen(sa.7044, and ! Jame law don nor

apply man owner of property who Wilds or improves therea, and continua for such projects Group ivisionP Construction Typewin conlracmrn) licensed ptrniumm m the couracmrs IJmnse taw).

3- N1 an exempt under Sec._, Bdd'C for cola renown

Date Initial

Valuation $ 728,795.00Workers' Compensation Declaration

Hi Fire Hazald Area Yes NoHazI hereby amrm under peealry d parjury one d the fdlowiug declarations: re

a 1 have and will maivrdn a ce cam of consent to self -;some ra worked campmmdo, aspucvided by section 3700 a me lahar code, for me performance a the wont for which this parm;r is Fire Sprinklers Yes Noalma.

ade. °iahavepMa PERMIT FEEStyamncepnnn . M palmy mm ber xm: S{ ` ins. o.:

Structural $ 3, 488.49Policy No 1 3 ' 1 S sExp Date:

ElectricalThin seenion sad amt be completed if me permit is for one hundred dollar ($100) or lei).

Plumbingc. 1 carti( y tali in the perfomaaae d the work for wNCb this permit is iavuM. l moll not imptoy any peaon in any nano- se ore n Name subject to the workers' Compeoufiao laws r CaOfoela

a6a that if I should become mbint m 0. we k.- compensation pucvniions a ses tin 3700 of Mechanicaltheme labor Cade, I shall foMwim comply arms mos provision. Date Signature

Plan Checkwarning: Faihre to : cure workers' compensation coverage u unlawful, and am[ subject m employerto crtmtml penalties su l civil fiver up m one hundred thousand dollars ( 5100,000), in addrtionto m , ant a compensation. tlmaam n pucvided for to Section 3106 a the labor Code. musical. mud attorneys Ten.

C $ 21. 00Issuance r0

I certify that I have read this application and state that the aboveinformation is correct, and that I am the owner o- the drily

m

Total Permit Fee3, 509.49authorized agent of the owner. I agree to comply with all city and

state laws relating to building construction. I hereby authorize S

representatives of the City of Moorpark to enter upon the above Issuance Approved sQ

mentioned property for inspection purposes.


nature of Applicant or Agent9/30/96 w v 7144

SC l SC y y1 1

Co rn

1 i aPrint Applicant' s /Agent' s Name Oate 0[

N to0 0

N a . Go , n . O

IWA

BUILDINGADDRESS


OWNER

ADDRESS

CITY ZIP PH.

PLUMBING DATE APPROVEDIINSPR' SSIGNATURE REMARKS

GROUND SOIL P1

GROUND WATER P2

TOP OUT P3

SEWER P5

GAS TESL PS

FINAL PLUMBING P12



ROUGH M2

AIR COND. MA




UNDERGROUNDPVC METAL -. B. C. El

ROUGH WIRING

RECEPT SPACINGSERVICE CIRCUIT E2



FOUNDATION LOCATIg*- Sl

REINFORCED IJ/ UFER

SLAB- REINF. MEMBRANE 33

UNDFRPINMNG._ _.. SI.

MASONRY 311

FIREPLACE S11

ROOF FRAMING

ROOF SHEATHING S5

FRAMING 59

INSULATIONSOUNDIENERGY S/

LATH EXTERIOR SIB

LATH INTERIOAMPBOARD $ 9

APPRDNEGANSPR' SSIGNATURE PATE OF ISSUANCE

r

PERMIT NUMBER

BUILDING FINAL S12

SWIMMING POOL INSPECTION

INSPECTION DATE APPROWJMNSPN' SSIGNAURE

LOGTIONIDIG

STEELISONDINGIPLUMBRNG TEST

APPROVED TO GUNITE

EQUIPMENT ENCLOSURE


GAS TEST

PRE DECK

FENCE ENCLOSURE

FINAL

A

City of Moorpark APPLICATION FOR BUILDINGBuilding and Safety PERMIT

lae Moorpark AvenueIII=

AND CERTIFICATE OFfAl30rpar CaliforniaC 93021A1.,,.,, OCCUPANCY

Building Address Census # Zone Clearance PI Review No.: St No. 5898 Street CONDOR 437 0270 1IP -0757

APN Lot Tracta olw n wo uorze by hal

ApplicanIFACILITY BUILDERS

St No. 2903 Street SATURN STREFr TypeoltToject

Cit BREA Zi 21 phO11e714577 -8060 Tenant Improvement Demo Occupancy Permit

Engr /Arch J. R. MILLER & ASSOCIATES tic No3046

St No. 3020 Street SATURN #100

CityBREA Zio 2821 Phone714- 524 1 870

Project

Description

Location on

PropertySize

in Fee, 11

Owners name if knowFiiEAGATF TECHNOLOGIES2.

Telephone3.

Contractor FACILITY BUILDERS tic No. 670072 Remarks/Special Conditions/ Project Description

St No." Street SATURN ST. 8C ENANT IMPROVEMENT

Cil7 RE Z102821 pbas, e714 -577 -8060IXED OCCUPANCY

Licensed Contractors Declaration

thereby affirm / hall I am licensed under the provisions of Chapter 9 (commencingwith Secdon 7000 of Division 3 of the Business and Professions Code) and mylicense is in full force and effect.

BLicense Class license Number 67 7 7(, 7Dat /e913/96 Contractor FACILITY BUILDERSAddress SATURN ST. #C

City and Zips 2= Pho11e714 -577 -8060

Construction Lending Agency1 hareby amrre that them u a aoabtwum lending sheeny for the Performance of the work for which thispeorn n maned ( 54". 1097. Clv_Cf

Lender' s Name

lender' s Address


I hereby anion riot l am ewmp from ate eabwla i Deemer law for the following masonlSa.7031. S. Business and Professions Code: Any aty or county, which requires a permit to aawmncealtar. hermit. reemdlsh. a re mir any strselwt, poor to It, Iasmme, Alan mgnim the appllcmf forsuch retain an rile a signed statement that has is Itcenad p avet. 1 In the Woe of gw emaaekallicence Law( Chapptm 9. commencing with Salim 70th, of Division 3 of the Buamss red pafeaabmCode) or that he la .. p. therefrom, and hie beams few the alleged exempla. Any vloladm 4 even. 7031. 5 by my appliwI fw a permit a." the swiclal n a civil Penalty a ad mine Waa oweheadland ddt4

I. as owner of the w my employe with wages as their sole co mom, willdo the work, and Ifw ahmdgm is ml inlesdlW or offered for We (Set. 701M1. Bminep andPmfe. A. Cede: The Cmmnnclori licensed law does wet apply an an owwr d pro nett' who builds a Imposes thereat, wed who dam seek wait already a Ihme

Madha oem

employees. provided that smb Improvement, am pmt taed a onemd fw sin u,

howeva. the bWldrvg a Ianpqoovvimenl m sold within me year d competim theowes- builder will eve me Mvdeo d w ovleg the he dra m: Mara a Iwpove be eursw

d tale.) I, as owner of me p ny, am escluavdy antmctlo6 Ith acensol contractors a ca earaclthe poJ. Cgs.. 7nm, Bmham aw Rdaslou Cm&: Tbe Coauxmri Umme Law de wasapply w am owner of property, who With a improve, thm es, sod conakau for inch projects

ran contracens) licemed personal to the commerce, License law).

QI am temp mdrr sec._, 6&yC fee nrM reaann

7: a.x.1 DivisionB /r/ J p 1

CQrlswedon Typem N

Date Initial Valuation $ 1, 014,885. 40Workers' Compensation Declaration

LJ Yes 2SJ 170— I hereby amren miler Penalty tar Perjury mw tar the rolbwdng deelamaws:

a. I have and will maintain a amlfca , of conceal to se f -ha me, fur waken' carppeopmtimprovided by Swoom 3700 a tan tabor Cafe, ! w me perrarmse a me work for whits thi. Washes, Fire Sprinklers

Wb. I have and will maintain worker i wanpereanon. an requited by Salton 37th of the lobarfor the f the work fa w Ws pemn M IauN. My water'. compeasaaI utanee Val this.

o.: lw n n . v

PERMIT FEES

Policy No: 1 ` aS -SCI Structural

Eap Date: — 1 — GElectrical

This mcam mad oil be compleaf u the Permit is for air hmtl,ed fon, a ($lan) a less).

PlumbingL1c. I ceniry ale I. me pert. or me wait fer sinnew we pperenem, is I. awa.i . Lai nor Sop. toy my peraor in my mmaw a a so become mbjed a the Water' C pcmaim laws of CaliforniaSad Agra Wt tP I fkOdd hmmc augat p la: walla• saoponsom prwako a atetlm 1700 dtha labor Code. 1 sbar Andradde comply wine than rmvhbne.

Mechanical


wamidg: " Ines to eesam wmkm' " penalties coverage Is solawfd, and shun subject an employeto cdmanl penaaea not dill area up to me hundred dmaanf dollars ($ 100 a9. in &Me= to as one of compensation. damages a pmWad for In Seeaa 3706 of the labor Code. bound.

ani atwney', lose. IssuanceOD

1 certify that 1 have read this application and state that the aboveinformation is correct, and that 1 am the owner or the duly

o

Total Permit Fee s^ $ 5, 442. 84authorized agent of the owner. 1 agree to comply with all city andstate laws relating to building construction. I hereby authorizerepresentatives of the City of Moorpark to enter upon the above

mentioned property for inspection purposes. Issuance Approved

Date Isstteo113 /96I,. r

of X 7204

Si nature of Applic anT

genta

4 (nPrint Applicant' s /Agent' s Name to

t_ n

WbsaSJ X.

BUILDINGADDRESS 5


K

LOT BLOCK TRACT

OWNER

ADDRESS

CITYZIP PH,


GROUND SOIL - Pi

GROUND WATER P2 4 )

T . P OUT P3

SEWER PS6T

GAS TEST PSI Z

FINAL PLUMBING P12


UNOERGRWNdFL00R Mt

ROUGH M2

rrD Vwek

T ( N l*40E- AIR CONIC MA

T


ELECTRICAL DATE APPROVEOINSPR' SSIGNATURE


If

UNDERGROUNDUNDER ROUNDEt V

OUGH RINGRECEPT SPACINGSERVICE CIRCUIT E2

6' OH I - C2XT

2 aK 0 ` FINAL ELECTRICAL E12


2- ( v G•• / FOUNDATION'. LOCATION S7

REINYORCED Cl UFER


UNDERPINNING

MASONRY SIi

A -__ - --

FIREPLACE $ 11


FRAMING SS

INSULATIONSOUNDIENEROV S!

LATH EXTERIOR SB

LATH INTERIORGYPSOARD SB

SgNATURENePR'S

DATE OF ISSUANCE

J

FEW -R+I NUMBER

I (- JBUILDING FINAL 312

SWIMMING POOL INSPE S

INSPECTION DATE APPROVEDANSPR' S

SIGNATURE

LOCATIONA) IG

STEELSONDINGAKUMBING TEST

APPROVED TO GUNITE

EGUIPMENT ENCLOSURE


GAS TEST

PRE -DECK

FENCE ENCLOSURE

FINAL

1,

CITY OF MOORPARK - ZONING CLEARANCE799 MOORPARK AVENUEMOORPARK, CA 93021

805) 529 -6864, Ext. 226



Applicant: FACILITY BUILDERSPhone: 714 - 577 - 8060

Address: 02903 SATURN STREETCity: BREA

Owner: SEAGATE TECHNOLOGYAddress: 02655 PARK CENTER

Phone: 805 - 583 - 8400

Project Address: A. P. N.:


05898 CONDOR

513 - 0- 060 - 25 - 0M - 1

PROPOSED USE: TENANT IMPROVEMENT, RESTRIPE PARKING LOT, OCCUPANCY RoglwTECHNOLOGY" 116, 048 SQ. FT ( 77, 582 S " SEAGATE

WAREHOUSE / CIRCULATION), 286 PARKING

AVAILABLEICE /LABS, 8' 466

LOT NFORMATION

Lot width: 0000 feetLot Area: 0000

Acess or 000000 sq. ft. Maxt

O

height: 00 feetMin. Front Yard: 00 feetMin. Rear Yard: 00 feetMin. Side Yard: 00 feet

Min- Distancebetween Bldgs.: 00 feet

yl

W

O

d

pp)`

rNv 1

Parkin Re - - - -00 ____

g Required: Open ( 9X20): 283 Carport ( 9X20): 000 Garage ( 20X20): 000 -

CONDITIONS OF APPROVAL: COMMERCIAL\ INDUSTRIAL----------------------- - - - - -- NO INCREASE IN FLOOR AREA PERMITTED.

CONDITION


Conditions of Approval per Resolution No.: 84 - 73 apply. BUSINESS REGISTRATION PERMIT REQUIRED.

NO HAZARDOUS MATERIAL TO BE STORED OR GENERATED ON - SITE. 1* SIGSITE PLAN ATTACHED.

APPROVED BY: PP DATE: 10

NOTICE -THIS ZONING CLEARANCE BECOMES NULL AND VOID IF WORK OR CONSTRUCTIONAUTHORIZED HEREIN IS NOT COMMENCED WITHIN, OR IS SUSPENDED OR ABANDONEDFOR A PERIOD OF, 180 DAYS AFTER THE DATE OF APPROVAL OF THIS ZONINGCLEARANCE.


STATEMENT - I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS ZONING CLEARANCE, INCLUDING THE CONDITIONS OF APPROVAL AND STATE THAT THE INFORMATIONGIVEN BY ME IS CORRECT AND AGREE TO COMPLY WITH ALL PROVISIONS OF THECITY' S ZONING CODE AND THIS DOCUMENT. I FURTHER ACKNOWLEDGE MY UNDER- STANDING THAT I MUST RECEIVE APPROVAL FROM THE PROPERTY OWNER PRIOR TOCOMMENCING ANY WORK AUTHORIZED HEREIN.

APPLICANT: LS WJQ11. y` DATE: fO

APPROVED BY . J DATE: N )&' '


Yoorpperk .

2torrtlaA9309eos s2o-saeaeoaezt

APPLICATION FOR

PERMIT

AND CERTIFICATEOCCUPANCY

BUILDING

OF


St No. 5898 Street CONDOR 437 96 -334

APN Lot Tract The following work is authorized this emit

Applicant JC)E KOSrrAR Struct. Plumb. Much: LJ Elect.

St No. 811 r Street v At .FNriA nR Type of Project New Alter Addition EIRepair

City Zip Phone 714-577 -8060 Tenant Improvement ® Demo Occupancy Permit

Engr /Arch I04FPH VFRTRFS Lic No. C051908 Project Location on Size

NO. 3020 Street CAT1IRN # 100 Description Property in S . Feet

City RRRA Zip 92821 Phone 714 - 524 -1870 1 DEMO FOR TI 70,000

Owners name if known SEAGATE TECHNOLOGIES2.

Telephone3.

Contixtor FACILITY BuaDERS Iic No. 670072 Remarks /Special Conditions/Project Description

St No. 2903 Street SATURN ST. iC

City BREA Tip 92921 Phone 714577 -8060


1 hereby affirm that I am licensed under the provisions of Chapter 9 ( commencingwith Section 7000 of Division 3 of the Business and Professions Code) and mylicense is in fall force and effect.

License Class $ license Number 670072Date 9 /13/ 96 Contractor FACILnT BUILDERS

Address ZM SATURN ST. YC

City and Zip BEER 92821 Phone 714577 -8060

Construction Lending AgencyI hweby union that mere u a commotion lending ageury f« ten pwrormmce a me weak f« which misI u iwued ( Sec. 1091. Civ..Q

Lender' s Name

Lender' s Address


I hemhv anus, mm I me exempt from the coouacmr•s I. iceme Low for the following teases

1. 5. Business and Praedon, Cade: Any city orm i esoc.

rewiresa pperm it m

rewr, suspense, dm slim. a repdr my mane, posts ragd appl

such permit m file • signed wmemen rust be is lismad pvwm to the rem a me emsca see'. U— law(Cmpler 9. comemem i; wim scam 7000. a Divisias 3 d the Business used pd'ewiemCode) of then he a umnppl time( ram, ad ae hue For the alleged exemption. Any violation of satin7031. 5 hr mr mmpplIsnm[ is a permit mgecw the appli amt m a civil pemiry a not more men fivehundred ddma(r510)]:

i, as owma a the property, « my employe with wages m their ode wenpmwtim, willdc, ten wart, mW me etrumuus ls me imeschd ov o fad for We (Sec. 7014. Busine s adPmfedom Cade: The Conscience' s Ucesd law does mat mdv on an aww.r a properlywho b111Id1 or I. on museum. non wbo times such wont himself IX minaahh hn Ownemployees, provided trot each int rovemmn m mot imedd fir afemd r« sole. If. however. ten bwldlus « i posem. 1 is mm within am year a auspkllm, theowner -btilda wen rove lmusbutleo a pawing mw m die nth twia « lmpsme me p« pcea Wey

I, w owner a the pop exclusivNy mvumUVg ith fice eon mscmmm m Momuclme polecitsec.7oao, 11moo eonad Pmre>siaw cde:T'becmmzamr'a Us . law done; nth Group Division Construction Tp Typeapgy m m owoa a popeny who hdlb « impovea thereon, nd mmcu f« such pmJaowife c pmauam m me cmaxtaa Datum law). B

1 m e0mnpr order sus._. BaPC for We resmmwept owner

Date InitialValuation $ 40,000•00


Hiph Fire . Yes. NoI dome under ml ahereby psi ry perjury om a the following dedmUOm:

I serer a ad wnl maidaim a attMam of amleus m uff -inane fa women' ampemfim espmviad by section 3700 a me lah« Code, foe me performance a the wools fur which ' a permit is

Yt... Fire Sprinklersp

7wr.,l

YJ e. 1 sere eon will meinYin w« ta'a mmpemwaoy m mquirtd by Sectlm 3700 a me lie« f« PERMIT FEESthe paf«marce a the oak fa wench mix permit le laeued. MY wmter' a ampmwUon

imumaepnra ad policy mmba art: C1 T N ns

lPolicy No: 1. 3' 1 - SS•y - CIS Structural $ 388. 20

Ex:p Date: 1 1 — ol % Electrical

This eeation ad non be cempletd a Uw pencil is for ese hmmd ddlm ($100) « law).

Plumbingc. a certify, thus m the per to be w arms work f« whim rose permit to iwud.i shall seal employ my Person in my moons m fie bi lsecame mbjcl ttt me wamw' Campemem Iowa a Creifarvu

am agree trot if I emwe Femme suhJm m the worker {•) mpemtlon prwwicm o ' ea o 37th a Mechanicalme lab« t moll fmthwim campy with throe r ' om.

Plan CheckDate 3- Signature

Waving: Failure to seem workers' eampemtim is miawfd• and sell subject m employerm criminal pension and civil rime up m sus and dollem ($ 100000)• in deitim

to me chat a ampmwnon, damages w provided fee m seem 3R a ten labor Code. ] ntetestad arm ey's fee

a $ 21. 00Issuance

I certify that I have read this application and state that the above w

information is correct, and that I am the owner or the duly Total Permit Fee409.20authorized agent of the owner. I agree to comply with all city and

stale I s relating to building construction. I hereby authorizerefire tatives of the City of to enter upon the above

Issuance Approved. men ed props for s ction es.


Si tyre of Apphcan or Agent9/ 13/96 7112

Print Applicant' s/ Agent' s Name Date

11 AN Q O

ADDRESS Co F OADDRESS . N I +\ J

BUILDING INSPECTIONS. RECORDLOT BLOCK TRAM

OWNER

ADDRESS

CITY ZIP PH.

PLUMBING DATE APPROVEDIINSPR' S

SIGNATURE REMARKS

GROUND SOIL Pi

GROUND WATER P2

TOP OUT P3

SEWER P5

GAS TEST Pe

FINAL PLUMBING P12


UNOERGROUNWFLOOR Ml

ROUGH M2

AIR COND MA


ELECTRICAL DATE APPROVEOINSPR' SSIGNATURE


UNDERGROUNDPVC METAL -0BC. El

ROUGH WIRINGRECEPT SPACING - SERVICE CIRCUIT E2



FOUNDATION' LOCATION 81

REINFORCED UFER

SLAB'. REINF MEMBRANE S3

UNDERPINNING SA

MASONRY S11

FIREPLACE SN


FRAMING SS

INSULATIONSOUND/ENERGY By

LATH EXTERIOR St

LATH INTERIORGYPBCARD SS

SDATE a IBBUANCE PERMR NUMBER

BUILDING FINAL S12

SWIMMING POOL INSPE S

INSPECTION DATE APPROVEDIINSPR' S

BtlNATURE

LOCATIONIDIG

STEEUBONDINGMLUMBING TEST

APPROVED TO GUMTE

EOUIPMENT ENCLOSURE

UNDERGROUND ELECTI IC

GAS TEST

PRE DECK

FENCE ENCLOSURE

FINK

N i

1.

799 M( X) RPARK AVENUEMOORPARK. CA 03021

1

APPLICATION FOR BUILDING PERMIT

AND CERTIFICATE OF OCCUPANCY

BUILDING

iffiIiADDRES PIV ZONE. CLEARANCE NO.: PLAN REVIEW NO.:

LOT BLOCK TRACT

OWNERM /.VR L 0,4rp y0,

THE FOLLOWING WORK IS AUTHORIZED BY THIS PERMIT

ADDRESS gle r 0 - live, STRUCT PLUMB. MECH. KELECT.

CITY P ZIP PH. 9 _ TYPE OF PROJECT

REPAIR

NEW 5 4rLTER ADDITION

CONVERT DEMO OCCUPANCY PMT. ARCHITECTI LIC. NO. ENGINEER

ADDRESS PROJECTDESCRIPTIONLOCATION ONPROPERTY SIZEIN SO. FEET

CITY ZIP PH.

CONTRACTOR C1#ffS1Vp,1Z774 E DG NO. 70,,3

t

ADDRESS Za 4e (f[ £ eZ.

CITY ZIP i+ t" 3'

REMARKS / SPECIAL CONDITIONS / PROJECT DESCRIPTION

s 7 e4Ii FOIE 40LICENSED CONTRACTORS DECLARATION

I hereby affirm that I am licensed under proviagns of Chapter 9 ( Commencing with Section 70DO MOwision 3 of die Business and Prolesslons Cade, and my license is in full force and eilect.

License Ciao r— - /O Liberal Number 3 7a3 Z 3Data II -D.'i- 47_ Corar If f (.r" c

2 v.

5 X

riovlC CID

COADDRESS W - / AY /EL ~ ifCITY AND 21P - (;// PHONES- / F- 7610^ OY.i

CONSTRUCTION LENDING AGENCY

I hereby affirm that there is a construction lending agency for the performance of the work for whichthis permit is issued ( Sea 1097, ON, C) LeMer's Name

Lender' s Address

r ETC e T

OWNER- BUILDER DECLARATION

I hereby affirm that I am exempt from the Contractor' s License Law for the following reason:

I, as owner of the property, or my employees with wages u their cola Compensation, will do thework, and the structure is not intended or Offered for sale.

I, as owner of the property, am exclusi oly contracting with licensed contractors to construct theproject.

I am exempt under Sec. . SAPC for this reason

Oat#: INITIAL

WORKERS' COMPENSATION DECLARATION

I hereby affirm that I have a certificaM of consent to sell insure, or a Certificate of Workere' Compensation Insurance, or a Codified copy thereof. POLICY NO .7 > T - f Z NI /f 0 COMPANY STA 1i F 07D DATE EXPIRES: q3

Genuflect copy Is hereby furnished CITY VERIFIED:

Gentled copy is filed with the city7

ate: APPLICANT:

G

17

DIVISION TYPE I

VALUATION

CERTIFICATE OF EXEMPTION FROM WORKERS' COMPEN N INSU

I certify that in the performance of the work for which this permit is Issued. 1 shall nor employ anyperson in any manner so ax to become subject to the Workere' Compensation Laws d Califamia.

Data: APPLICANT:

NOTICE TO APPLICANT If, after making trus CerliNcele of Exemption, you should become subjectto the WxMws' Compensation provisions of the Labor Code. you must forthwith comply with wenprwisfon or this permit shall be deemed revoked.

PERMIT FEES

ELECTRICAL'. god STRUCTURAL.

PLUMBING: SEISMIC'

MECHANICAL: ISSUANCE FEES. a

I CERTIFY THAT I HAVE READ TIIIS APPLICATION AND STATE THAT THE ABOVE INFORMATION

IS CORRECT. I AGREE TO COMPLY WITH ALL CITY ORDINANCES AND STATE LAWS, ANDHEREBY AUTHORIZE REPRESENTATIVES OF THIS CITY TO ENTER UPON THE ABOVEMENTIONED PROPERTY FOR INSPECTION PURPOSES.

Signature of Applic ar Agent Date\

6Q rf.2 AA CZ6Pont Applk:ald' s f Agent' s Name

ZONE CLR: PUN CHECK:

ENERGY:

ISSUANCE APPROVED: TOTAL PERMIT FEE:

iQ/

DATE OF ISSUANCE: PERMIT NUMBER:

JT.

JQ

1:

WHITE- INSPECTOR / BLUE - FILE / PINK - FILE / GOLD - OWNER / YELLOW - ASSESSOR l'

toC

In02CIDOn

N

a.R

BUILDINGADDRESS


OWNER

ADDRESS

CITY ZIP PH.

PLUMBING DATE APPROVEDBNSPR' SSIGNATURE REMARKS

GROUND SOIL PI

GROUND WATER P2

TOP OUT P3

SEWER P5

GAS TEST PB

FINAL PLUMBING P12



ROUGH M2

AIR COND. Ma

FINAL MECHANICAL Mil



UNDERGROUNDPVC - METAL- D.B.C. El

ROUGH WIRINGRECEPT SPACINGSERVICE- CIRCUIT 2

FINAL ELECTRICAL 12

STRUCTURAL DATE PPROVED /INSPR' S, SIGNATURE

FOUNDATION: LOCATION $ 1

REINFORCED Cl LIFER

SLAB: REINF MEMBRANE Cl S3

UNDERPINNING SI

MASONRY Sil

FIREPLACE S11


FRAMING Be

INSULATIONSOUNWENERGY ST

LATH EXTERIOR SB

LATH INTERIORIGYPSOARO SB

APP INSPR' SSIGNATSIGNATURE DATE OF ISSUANCE

J

PERMIT NUMBER

iiAAyyBUILDING FINAL S12

as

o

MOORPARr- CA 93021is



BUILDINGADDRESS OK Or' : ZONE,CLEARANCE NO.: PLAN REVIEW NO.:

LOT BLOCK TRACT

OWNERe• w 4 A ,. THE FOLLOWING WORK IS AUTHORIZED BY THIS PERMIT:

ADDRESS S8 Or .-. tf co 0-11 STRUCL PLUMB. MECH. LLEECT.

CITY Moo A r ZIP 90.4 02 / PH. 905 5.2% IS00 TYPE OF PROJECT

REPAIR

NEW ALTER / o1 ADDITION

CONVERT DEMO OCCUPANCY PMT. ARCHITECT/ LIC. NO. ENGINEER

ADDRESS

PROJECTDESCRIPTION LOCATION ONPROPERTY SIZEIN SO. FEET

CITY ZIP PH.

CONTRACTOR LIC NO 1.

ADDRESS 2.

CITY ZIP PH. 3

REMARKS I SPECIAL CONDITIONS I PROJECT DESCRIPTION

2 x l G 99LICENSED CONTRACTOR' S DECLARATION

I hereby affirm that I am licensed under provisions of Chapter 9 ( commencing with Section 7000 ofDivision 3 of tat Bush. and Professions Code, and my license is in full force and rtffsct.

LieenM Cass LicanM Number

Date Contractor

ADDRESS

Q AAz-

L , O VA OLOA

2— 9=1z 11AC 10A / IO JO S / Ga•a•y' c7G

a zQCITY AND ZIP PHONE


1 hereby affirm that there is a construction lending agency for the performance of the work for whichthis Permit is issued ( Butt. 1097, Civ. Of Lender's NameLender' s Address

O /' It 0 1 e A

OWNER-BUILDER DECLARATION


I, ee owner of the property, or my employees with wages as their sob compensation, will do thework, and the structure is mal intended or offered for sale.

iLN, as owner of the property. am exclushely contracting with licensed contnsctons to construct theProject.

I am exempt under Sae.

J I. Bili for this mason

Dale: _ L -CALL INITIAL


1 hereby affirm that I have a certificate of consent to sell Insure, or a certificate of Workers'

Compensation Insurance, or a certified. copy thereof. POLICY NO.

COMPANY DATE EXPIRES:

Credited copy is hereby furnished CITY VERIFIED:

Codified copy is filed with the city

Data: APPLICANT

GROUP DIVISION TYPE

VALUATION

CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE

I codify that in the Performance of the work for which this permit is issued. I shall not employ anyperson in any manner so as to became subject W the Workers' Compensation Laws of California.

Date: APPLICANT:

NOTICE TO APPLICANT If, after making this Certificate of Exemption, you should bseane subjectto the Workers' Compensation prwiekms d the Labor Code, you must forthwllh comply with suchprovision or this permit shall be deemed revoked.

p1

PERMIT FEES

ELECTRICAL: a

STRUCTURAL:

PLUMBING: SEISMIC:

MECHANICAL: ISSUANCE FEES:

I CERTIFY THAT I HAVE READ THIS APPLICATION AND STATE THAT THE ABOVE INFORMATION

IS CORRECT. 1 AGREE TO COMPLY WITH ALL CT' ORDINANCES AND STATE LAWS. AND

HEREBY AUTHORIZE REPRESENTATIVES OF THIS CITY TO ENTER UPON THE ABOVE

MENTIONED PROPERTY SOR IECTION PURPOSES.

Q_ // / / 8Signature of Applicant or Agent Data

IQA oT. e% / GL / ar/ C_ Print Appllcad's f Agent' s Name

ZONE CLR: PLAN CHECK:

ENERGY:

ISSUANCE APPROVED: TOTAL PERMIT / Q

DATE OF ISSUANCE: / / // J /

f'/ Q / PERMIT NUMBER: / /

7

WHITE- INSPECTOR/ BLUE - FILE/ PINK - FILE/ GOLD - OWNER / YELLOW - ASSESSOR

Ov

rar

W C7 G1 17, 1" vOr.

gChp O M

a l$ taD

J5 s A

LnW j

ns

mCr- O_ 2D

0D

NN

a' s_

lw

BUILDINGADDRESS / G

BUILDING INSPECTIONS RECORDLOT BLOCK TRAM

OWNER

ADDRESS

CITY 21P PH. 1

PLUMBING DATE APPROVEDIINSPR' SSIGNATURE REMARKS

GROUND SOIL Pi

GROUND WATER P2

TOP OUT P3

SEWER P5

GAS TEST PB

FINAL PLUMBING Pu

MECHANICIAL DATE' APPROVEDIINSPR' S

SIGNATURE

UNDERGROUNDIFLOOR , Ml

ROUGH M2

AIR COND. -' MA

FINAL MECHANICAL, M12



UNDERGROUND

PVC METAL DB.C. Et



STRUCTURAL DATE APPROVEDIINSPR' S. SIGNATURE

FOUNDATION. LOCATION St

REINFORCED UFER

SLAB: REINF MEMBRANE S3

UNDERPINNING S4

MASONRY Sil

FIREPLACE Stt

ROOF FRAMINGROOF SHEATHING 85

FRAMING` SS

INSULATIONSOUNDIENERGY - ST

LATH EXTERIOR Be

LATH INTERIORGYPBOARD SB

APPROVED). NSPR' S.

SIGNATURE DATE OF ISSUANCE

jPERMIT NUMBER

3e fV / BUILpING FINAL S12

C

Yi • \



ADDRESS o- r. S 9 AlZONECLEARANCE NO.: PLAN REVIEW NO.:

LOT BLACK TRACT

OWNER .— 0 4

THE FOLLOWING WORK IS AUTHORIZED BY THIS ERMIT.

ADDRESS H r, 0 STRUCC O PLUMB. 0 hi LECT.

CITY M 0O/ a I ZIP q , 02 PH. 6 Q — 049 TYPE OF PROJECT EW 0 ALTER 0 ADDITION

0 REPAIR 0 CONVERT El DEMO 1: 1 OCCUPANCY PMT. ARCHITECT/ IC NOENGINEERR

ADDRESS

PROIECrDESCRIPRON LOC/JION ONPROPERTY SIZEIN SO. FEET

CITY ZIP PH.

CONTRACTOR UC NO 1.

ADDRESS Z.

CITY ZIP PH. a

REMARKS / SPECIAL CONDIT ION

LICENSED CONTRACTOR' S DECLARATION

I hereby titan that 1 am licensed under prMebro of Chapter S ( commencing with Section 7000 ofDivision 3 of are Businua and Prdesaksm Code, and my Ikerw Is in lull Ian and effect.

License Clan Liarme Number

Data Connector

ADDRESS

L , i. : ?., ` a..

I ..... CITY AND ZIP PHONE

CONSrRUCNON LENDING AGENCY

I hereby affirm Intl there is a construction lending agency for Win performance of the work for whichthis permit is Issued (Sec. 10917, CIV. Of Lender' s NameLender's Address

OMNER- BUILDER DECLARArf0N

I hereby affirm that I am attempt from the Camracror' s License Lew for to following moon:

as owner of the properly, or my employees with wages as their sole compensation, will do thewad, and the structure is not intended or offered for We.

0 I, as owner of the Properly, am exciusWNy connecting with licensed caancbrs to cort It theProject

I em exempt under Sec. .

BBPCpfor this reason

Date: 3 29— / / INITIAL -


I hereby affirm that I he" a cenificam of Consent ro eeff insure, or a ceniacals of Workers' Compensation Insurance, or e nntted copy thereof. POLICY NO


0 Certified copy Is hereby furnished CIW VERIFIED:

0 Certified copy is filed with " city

Date: APPLICANT:

GROUP DIVISION TYPE

VALUATION

CERTIFICATE OF EXEMPTION FROM WORKERS' ODMPENSATION INSURANCE

I comfy that In the performance of the work for which this permit is issued. I shall not employ anyperson In any manor so as to become subject W the Wakes' CanpeneMion laws of California.

Dail: APPLICANT.

NOTICE TO APPLICANT It, alsr making this Cartalcste of Ew plbn, you should become Subjectlo the Wakes' Compensation proWelone of the Labor Cods you must bdhwbh copy with sunprovision or this Plane stttll he deemed revoked.

PERMIT FEES

ELECTRICAL: SrRUCrURAL

PLUMBING: SEISMIC:

MECHANICAL: ISSUANCE FEES: x


IS CORRECT. I AGREE TO COMPLY WITH ALL CITY ORDINANCES AND STATE LAWS, ANDHEREBY AUTHORIZE REPRESENTATIVES OF THIS CITY TO ENTER UPON THE ABOVE

MENTIONED PRgPIEFITY f-0R. 1N6PECr10N PURPOSES. n _ -

C(.//

J / - 3S nats of AWitrut or Agent Data

RO 0 u / E Art I /Lss

Print Applicant's I Agent' s Name

ZONE CLfl: RAN CHECK:

ENERGY:

I ROVED: TOTAL PERMIT FEE:

D p3 . 6T

SBUWCE

1, PERMIWOIBER:

GO = TE tlZT££ HAIDON TUSZ /£0

00' 0 39NVH3

098b£

09'£ 9 HStl30 9 - £9 1V101

09'£ 9 lIW83d

WHITE - INSPECTOR/ BLUE - FILE/ PINK - FILE / GOLD - OWNER/ YELLOW -ASSESSOR

mCc3

aa

h

m 411

I

BUILDINGADDRESS 15; F,

19467BUILDING INSPECTIONS RECORDLOT BLOCK TRACT

OWNER

ADDRESS

CITY ZIP PH.

PLUMBING ONE APPROVEIVINSPA' SSIGNATURE REMARKS

GROUND SOIL Pt

GROUND WATER P2

TOP OUT P3

SEWER P5

GAS TEST pe

FINAL PLUMBING P12

MECHANICAL DATE APPROVEDIINSPR' SSlGNffURE

UNDEAGROUNDIFLOOR MI

ROUGH M2

AIR COND. M4


ELECTRICAL DATE APPROVEORNSPR' SSKIMqURE

TEMP. CONSrN. POWER E3

UNDERGROUNDPVC - METAL- D.B.C. El

ROUGH WRINGRECEPT. SPACING- SERVICE- CIRCUIT E2


STRUCTURAL DATE OPIN = aSIGNATURE

FOUNDATION: LOCATION III

REINFORCED UFER

SLAB: REINF MEMBRANE 33

UNDERPINNING 54

MASONRY 311

FIREPLACE Sil

ROOF FRAMINGROOF SHEATHING 85

FRAMING as

INSULATIONSCUNDIENERGY 87

LATH EXTERIOR u

LATH RUERKW9304KMM Be

SMIMATUAE WE OF ISSUANCE POW MUMMA

BUILDING FINAL 912

T



BUILDING Qr Q„ ADDRESS $ ( O " l. o,..– ZONE .CLEARANCE NO.: PLAN REVIEW NO.:

OWNER T f:%M , ^ a, / pct O rTHE FOLLOWING WORK IS AUTHORIZED BY THIS PERMIT

ADDRESS Qn r . O SIRUCT. PLUMS. MECH. ELECT.

clTV / L700r / 93ou SoS z9 / S a TYPE OF PROJECT Cl NEW El ALTER 13 ADDITION

REPAIR CONVERT DEMO OCCUPANCY PMT. ARCHITECT! UC NOENGINEER

ADDRESS

PROJECTDESCRIPTION LOCATION ONPROPERTY SIZEIN 90, FEET

CITY ZIP PH.

CONTRACTOR LID. NO 1.

ADDRESS2.

CITY ZIP PH. 3


LICENSED CONTRACIDR' S DECLARATION

I hereby affirm that I am licensed under provisions of Chapter 9 Kommenolng wIM Section 7000 ofDivision 3 of ft &MnMs and WolanlOM Coda and my Doom, is in full free, and suet.

Ucenaa Caaa Lkxme Numbor

Deis Owanwb

ADDRESS

CITY AND ZIP PHONE

CONSTIiUCTION LENDING AGENCY

I hereby affirm that mere is a Wn" im Mnwng agency for IN Pwbrmwwe Of the work for vtllchthis permit is issued (Se,, 1097, CN. C) Lender' s Nuns

Lender's Adorase

OWNER- GUILDER DECLARATION

I hereby affirm that I am exempt from the Conlin clor' s Lk ere Law for the following anon:

I, as owner of the property, or my employees with wiles as their sole complomMkin, wal do thework, and tat slruature N net intended or offered fur nla

B'r as owner of the properly, am exduaMly ooMraoling with licensed wmnwYOrs W eonabup theproect .

I a n sxempt ueder Ss, . B&PC M this reason _

Date: _ INITIAL

WORKERS' COMPENS4gN DECLARATION

I hereby affirm that I have a certificate of consent to self Inure, or a cw0ficate of Workers' Compensation In kwarr", or e combed copy thereof. POLICY NO


11 Codified copy is hereby furnished CITY VERIRED:

Counted copy is 9ted whh de, dry

Date: APPUCART:

GROUP DIVISION TYPE

VALUATION

CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSKIM INSURANCE

I " Mty that In the performer" of the work M which this permit M blued, I shall not ompby anyperson In any manner so as to bafarM subpct W the Worlurs' Compensation Latva of California.

Deli: APPLICANT

NOTICE TO APPLICANT If, der making this C rd kW of Exast" k rl, you should becwse VAIMa the Workers' Compensation proMwww of the labor Code. you must ferthnaP comply with sueltprovtebn or this permit Nall be deemed rwwNd.

PERMIT FEES

ELECTRICAL: STRUCTURAL: r

PLUMBING: SEISMIC



IS CORRECT . I AGREE TO COMPLY WITH ALL CITY ORDINANCES AND STATE LAWS, AND

HEREBY AUTHORIZE REPRESENTATIVES OF THIS CITY TO ENTER UPON THE ABOVE

MENTT1 ONED PRO RTY / /F p IN /g /pECTION PURPOSES.

p O'l _ L – 3 / Z —/ l

Signature d Applicant w Agent Date,

4e, d U l de 10. OAII' G

Print Applicants I Agent' s Name


ENER

I APPROVED: TOOL

lY AF" MIT

F /E /E

PERMIT MnBER:^ , fTO.i / U

WHITE - INSPECTOR / BLUE - FILE / PINK - FXE/ GOLD - OWNER / YELLOW - ASSESSOR

6 OWH

C

CA n W n —H ° oxtim.a) rn

m x -- J

C. I O+ a)

Fro 1, 13 r,yo

b

mCOZ

bnF

1% w

ADDRESSQ

ADDRESSS

BUILD114G INSPECTIONS RECORDLOT BLOCK TRACT

OWNER

ADDRESS

CITY ZIP PH.

PLUMBING DATE APPROVEDANSPWSSIGNATURE REMARKS

GROUND SOIL P1

GROUND WATER P2

TOP OUT P3

SEWER P5

GAS TEST PS

FINAL PLUMBING P12

MECHANICAL DATE APPROVEDRNSPR' SSIGNATURE


ROUGH M2

AIR COND. MA




UNDERGROUND

PVC• METAL-D.0C. E7

ROUGH WIRINGRECEPT. SPACING- SERVICE -CIRCUIT E2


STRUCTURAL DATE APPROVEDANSPRASKSMATUREFOUNDATION: LOCATION

REINFORCED UFER

SI

SLAB! REINF MEMBRANE S3

UNDERPINNING S/

MASONRY S11

FIREPLACE 511


FRAMING SS

INSULATIONSOUNDENERGY ST

96#* Absier soLATH INTERNMgYPBWRO SB

SDATE OF ISSUANCE

e

PERMIT NUMBER

3V-;?oBUILDING FINAL 612

Y•

C

f

MOORPAR799 MOORPARK AVENUE

MOORPARK. CA 9300



UILDING S On d .- Mao a.r- ADDRESSZONE CLEARANCE NO.: PLAN REVIEW NO.:

LOT

OWNER THE FOLLOWING WORK IS AUTHORIZED BY THIS PERMIT.

ADDRESS g g g ` e RUC/. PLUMB. MECH. ECr.

CITY00 : AY

OP r PH. o Lj / ^ Q TYPE OF PROJECT 0W ALTER ADDITION

REPAIR NVERT DEMO OCCUPANCY PMT. ENGINEERLIC N0.

ENGINEER

ADDRESS

PROJECTDESCRIPTIONLOCATION ON

PROPERTY SIZEIN SO. FEETCITY ZIP PH.

CONTRACTOR LIC. NO 1.

ADDRESS P.

CITY ZIP PH. 3.



I hereby affirm that I am licensed under Urowision , of Chapter 9 (commencing with Section 7000 ofDivision 3 of the Business and Professions Cade, and my license is in full force and affect.

License Clast License Number

Date Cararector

ADDRESS

CITY AND ZIP PHONE


I hereby affirm that there is a conNrutlion lending agency for the performance of the work for which

this permit is issued ( Sec. 10i Cr, C) Lander' s Name

Lender' s Address



1, W owner of the property, or my employees with wages as their sole Compensation, will do thework, and the structure Is nor intended or offered for sale.

1, as owner of the property, am awdushely contracting with licensed contractors to construct theprotect

I am exempt under /Sec. . BBPC for Mrs reason

G

sfT

J


I hereby affirm that I have a certificates of consent to wit insure, or a certgkate of Workers'

Compensation Insurance, or a certified copy thereof. POLICY NO.


Certified copy is hereby furnished CITY VERIFIED:

Certified Copy is filed with the City

Dab: APPLICANT:

GROUP DIVISION TYPE

VALUATION


I cartity that in the performance of the wxak for which this permit is Issued I shall M employ anyparson in any manner so as to become Subject to the Workers' Compensation Laws of California.

Dab: APPLICANT:

NOTICE TO APPLICANT: If, after making this Certificate of Evemptkii you Mould bswnse subjectto the Workers' Compensation prwisiom of the Labor Code, you must forthwith comply with suchprovision or this permit shall be deemed moMd.

PERMIT FEES

ELECTRICAL: r 7 STRUCTURAL:

y

PLUMBING: SEISMIC:

MECHANICAL: ISSUAN( X•: FEES'.

CERTIFY THAT I HAVE READ THIS APPLICATION AND STATE THAT THE ABOVE INFORMATION

IS CORRECT. I AGREE TO COMPLY WITH ALL CITY ORDINANCES AND STATE LAWS, AND

HEREBY AUTHORIZE REPRESENTATIVES OF THIS CRY TO ENTER UPON THE ABOVE

MENTIONED PRgPERTY. FOR ECTIOPOSES.

1 2-457 gISignaling o Applicant or / pent Data

QQ A Y N I e Ili 7V- YPrIM AppticeM's / Agnt'a Norms


ENERGY.

ISS ROVED TOTA PERMITFE

r

I PERMIT

NUMBER

ST : 9 OTZ£ NcRM T6 /9Z/ TO80' 0 35WVHO

9bb£

DO WT HSV9

Z6' 6TT 1V101

Z6' 6TT lIW83d

WHITE - INSPECTOR / BLUE = FILE / PINK - FILE / GOLD - OWNER / YELLOW - ASSESSOR

WC

z2

IffDvD

y

haw V

BUILDINGADDRESS QS DO


OWNER

ADDRESS

CITY 21P PH.

PLUMBING DATE APPROVEWINSPR' S

SIGNATURE REMARKS

GROUND SOIL P1

GROUND WATER P2

TOP OUT P3

SEWER P5

GAS TEST PS

FINAL PLUMBING P12

MECHANICAL DATE APPROVEDIINSPflSSIGNATURE


ROUGH M2

AIR COND. MA


ELECTRICAL DATE APPROVED' INSPR' SSIGNATURE


UNDERGROUND

PVC-METAL -DB.C. El

ROUGH WIRINGRECEPT SPACING. SERVICE- CIRCUIT E2


STRUCTURAL DATE APPROVEDIINSPR' S. SIGNATURE

FOUNDATION LOCATION

REINFORCED

St

UFER Cl

SLAB'. REINF MEMBRANE 53

UNDERPINNING S4

MASONRY Slt

FIREPLACE S11

ROOF FRAMING

ROOF SHEATHING S5

FRAMING SB

INSULATIONSOUNDIENERGY S7

s,

IATH INTERIOR/ GYP RO SB

APPRO'VEWINSPR' S. SIGNATURE DATE OF ISSUANCE

Z_L q/

PERMIT NUMBER

317BUILDING FINAL S12

m ' v.' -. -':y wr • _- r. .......,' .:._'' .` FN . nip -. T +' 4b` : aht a. e `.: .

oK / e% Ta Trp,-<

7CITY OF MOORPARK PAGE 1 OF,;)

ZONING CLEARANCE

qq

DEPARTMENT OF COMMUNITY DEVELOPMENT

ZONING CLEARANCE NO. G CASE REFERENCE NO ' DF ,30

5898 Condor Dr.,

N

0

g0

mam

Az1

If Stor/Age & Retriieval. _Egik4me4 TDC _- Terminal Data

SIONS OF NEW CONSTRUCTION AND I 5898 Condor Dr. LINES AND BETWEEN BUILDINGS

Side Stick

I& JIUo1N( yl

Flefrpele

Oti;

OFFICE USE ONLY BLiVN tH1S LINE

805- 529 - 1500

k, CA., 93021

a0\

O

ASSESSOR PARCEL tip. ZONE -

M' —) CODE SECT NO .'

0- 10LOT WI N LOt DEPTH LOt AHFA

MAX. HEIGHT

ZoMIN. FRONT YD. MIN. REAR YD MIN. SIDE YD. MIN SIDE YD. ( REAR V3)

MIN. GIST BETWEEN BLDGS. RE(] UIRED PARKING ( 9" x 20' Ace

OPEN: CARPORT: GARAGE:

ENVIRONMENTAL DOCUMENT

EXEMPT O ND /CND O EIR SPECIAL ONDITIONS OR REQUIREMENTS SEE PAGE 2

NOTICE: THIS CLEARANCE BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTH@:FIIZED IS NOT COMMENCEDWITHIN, OR IS SUSPENDED OR ABANDONED FOR A PERIOD OF, 180 DAYS AFTER ZONING CLEARANCEAPPROVAL BY COMMUNITY DEVELOPMENT.

STATEMENT: I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS ZONING CLEARANCE AND STATE THAT THE INFORMATIONGIVEN IS CORRECT AND AGREE TO COMPLY WITH ALL PROVISIONS OF THE CITY ZONING CODE.

APPLICANT' S SIGNAT DATE IDNIN ARANCE APPRD DATE

RJWHEN PROPERLY VALIDATED THIS IS YOUR ZONING CLEARANCE

DISTRIBUTION: White —Comm. Dev. Canary — Building and Safety Pink — Applicant

CITY OF MOORPAJW PAGE I OF 2_ ZONING CLEARANCE

c

DEPARTMENT OF COMMUNITY DEVELOPMENT

ZONING CLEARANCE NO. IUD

CASE REFERENCE NO. JW 7CJ

5898 Condor Dr., Moorpark, 118 Cabot, Cabot & Forbes 805- 495 - 9992

Engineering & Manufacturing Imaging, 2801 Townsgate # 101, Westlake, CA., 91361AN APPLICANT PHONE

Stora e & Retrieval Equipment TDC - Terminal Data Corp. 805 - 529 - 1500PROVIDE S1TE PLAN BELOW. SHOW LOCATION OF EXISTING AND PROPOSED I MAIL ADDRESS

I - --

BUILDINGS AND ALL EXTERIOR DIMENSIONS OF NEW CONSTRUCTION AND j 5898 Condor Dr., Moorpark, CA., 93021ACTUAL DISTANCES TO PROPERTY LINES AND BETWEEN BUILDINGS

SIDE

64, 000 sq. ft. Office Space — a13. 33pq¢KINtrSpAGES

20, 000 sq. ft. Production Space

16, 000 sq. ft. Warehouse Space

97, 6 bo

720

0O

mD

mmAA2H

xO

I S' M-( 5ar >TorZ wra,An Alv

lyd/ 2S— 6:06 -) r: oa

SIDE

OFFICE USE ONLY BELOW THIS LINE

46 fMkIf4 S%ACE5

16 FArLk_,,k r Sp & E5

264,3PAhIUi RY >: d2U M

q AVAI LA9tJ a1

0

ASSESSOR PARCEL NO

Si Il / i2ZONE

0- 1CODE SELL NO

81yLOT WIDTH LOT DEPTH LOT AREA MAX. HEIGHT

MIN. FRONT YD. MIN, REAR Y0. MIN, SIDE YO MIN SIDE Y0. (REAR 13)

MIN. DIST. BETWEEN BLDGS. REQUIRED PARKING ( S' s n' per space)

OPEN: - A 6q. S; CARPORT: GARAGE:


1' EXEMPT O ND /CND O EIR SPECIAL CONDITIONS OR REQUIREMENTS SEEPAGE 2

NOTICE: THIS CLEARANCE BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCEDWITHIN, OR IS SUSPENDED OR ABANDONED FOR A PERIOD OF, 180 DAYS AFTER ZONING CLEARANCEAPPROVAL BY COMMUNITY DEVELOPMENT.

STATEMENT: I HEREBY ACKNOWLEDGE THAT HAVE READ THIS ZONING CLEARANCE AND STATE THAT THE INFORMATIONGIVEN IS CORRECT AND AGREE TO COMPLY WITH ALL PROVISIONS OF THE CITY ZONING CODE.

APPLICANT' S SIGNAT RE DATE tONING RANGE

ROr DATE

ra

WHEN PROPERLY VALIDATED THIS IS YOUR ZONING CLEARANCE

DISTRIBUTION: Whke — Comm. Dew. Canary — Building and Salay Pink — Applicant

MOORPARK. CA 930211j ;;



ADDRESS COn Off^' . M BDY a. / t ZONE. CLEARANCE NO.: PLAN REVIEW NO.:

LOT BLOCK TRACT

OWNER t Aryf /'^ K A K r

THE FOLLOWING WORK IS AUTHORIZED BY THIS PERMIT:

ADDRESSn

El STRUM El PLUMB, MECH, LECr.

CITY 0- k ZIP 302. / PH. i7; s,9 —/S7gqf;V TYPE OF PROJECT NEW ALTER ADDITION

REPAIR CONVERT DEMO OCCUPANCY PMT. ARCHITECT/ LIC NO

ENGINEER

ADDRESS PROJECTDESCRIPTIONLOCATION ON

PROPERTY SIZEIN SO. FEETCITY ZIP PH,

CONTRACTOR UC NO t'

2. ADDRESS

3. CITY AP PH.



I hereby affirm thM I am licensed under provisions of Chapter g (commencing with Sectlm Ago ofDivision 3 of New Business and Professions Code, and my Iipnw Is in lull force an, stlecl.

ComdLim. Clw Lkanu Number

Data

ADDRESS

q 1

l

CITY AND ZIP PHONE


I hereby affirm that finder Is a construction lending agency for the p eremer oos of the work for whichthis Permit is bsuad (Sec. IM, Civ. C) Lender's NameLender' s Address


I— here /by affirm that 1 am sumpt from the Comracker' s License Law for the following reason: IH' f, aw owrror of the propsM, or my emplo" with wages u their met compmaslion, will do the

work, and the stnclure is Trot intended or of awl for sale.

I, u dinner of the property, am ekclusivelY contracting with licensed cerdrscron W conalmd theprotect.

I am exempt under Sec. . 88PC for this reamer

Gets: 4nd= _1_ INITIALWORKERS' COMPENSMON DECLARATION

I hereby affirm that I have a certificate of consent to as" insure, or a csrtll{cate of WbrMer' Compenaatkwn Insurance, or a certified copy thereof. POLICY NO

COMPANY [ ATE EXPIRES:

11 Certified copy is hereby furnished CITY VERIFIED:

Certified copy Is filed with the city

Dale. APPLICANT

GROUP DIVISION TYPE

VALUATION


I miy that in the performance of the work for which this Element is Issued. I shall not employ myparson In my mmner m a to become Subject m the Workars' Comps WI n of Celiromie.

Data: - L3- P APPLICANT. z— NOTICE TO APPLICANT: If, alter making this CeRlficate of Eumglon, yW shuad become sub)amEd the Workers' Compmsmon provisions of the Labor Code, you must fonwmh comply wind mchprovision as this permit shall be deemed reviewed.

PERMIT FEES

ELECTRICAL: STRUCTURAL:

PLUMBING: SEISMIC:

MECHANICAL:

ZONE CLR:

ISSUANCE FEES:

I CERTIFY THAT I HAVE READ THIS APPLICATION AND STATE THAT THE ABOVE INFORMATIONIS CORRECT I AGREE TO COMPLY WITH ALL CITY ORDINANCES AND STATE LAWS. ANDHEREBY AUTHORIZE REPRESENTATIVES OF THIS CITY TO ENTER UPON THE ABOVEMENTIONED PRQ6FhYF0R IN ECTION PURPOSES

Signature of Applicant x'^ Data

k /fin 0 rt 1 OT / 4 / w i.

Prim Applkam'a / Agent' s Name

PLAN CHECK:

ENERGY:

TOOL PERMIT FEE

VITJSS PERMIT NUMBER.

i

WHITE - INSPECTOR/ BLUE - FILE/ PINK- FILE / GOLD - OWNER / YELLOW - ASSESSOR r S IIIiii"`

I

N N HH+ seeNO CD rpm

saw saw U 0% 01,

E

2

DOODmDyi

BUILDINGADDRESS

INSPECTIONS RECORDLOT BLOCK TRACT

OWNER

ADDRESS

CITY ZIP PH.

SWIMMING POOL INSPECTIONS REMARKS

INSPECTION DATE APPACNEOPINSPR' SSIGNATURE

LOCArIONIDIG

STEELLIBONDINGIPLUMBING TEST

APPROVED TO GUNITE

EQUIPMENT ENCLOSURE


GAS TEST

FENCE ENCLOSURE

FINAL

REMARKS

DATE OF ISSUANCE f-IPERWT NUMBER

1. ZI

ic

MOORPARKAPPLICATION FOR BUILDING PERMIT

799 MOORPARK AVENUEAND CERTIFICATE OF OCCUPANCY

MOORPAM CA 93021

BUILDING

S JI1 e V ADDRESS

ZONE CLEARANCE NO.: PLAN REVIEW NO.:

LOT BLOCK TRACT

MNERCa1 we im cos. iiio,, Av

THE FOLLOWING WORK IS AUTHORIZED BY THIS PERMIT:

ADDRESS 157 9 S y, ! ve— STRUCT PLUMB. M E,,,C

ATTRLECT.

JETCITY /'

TO t Ne k ZIP 3vz1 PH. ' O` iMiff F00AI Y/0 TYPE OF PRGIECT NEW j{ TALTER ADDITION

REPAIR CONVERT DEMO OCCUPANCY PMT. ARCHITECT/ UC NO

ENGINEER

ADDRESS PROJECTDESCRIPTIONLOCATION ON

PROPERTY SIZEIN SO. FEETCITY ZIP PH.

CONTRACTOR LIC. NO1'

2ADDRESS

CITY ZIP PH.

REMARKS I SPECIAL CONDITIONS / PROJECT DESCRIPTION


I hereby affirm that I am Ikanaed under prowsions of Chsplar 9 (commencing with Section NDO ofDivision 3 of the BuNness and Prolexiom Code, and my license M in lull force and slfaet.

License Class License Number

Data Cwmadm

ADDRESS

CITY AND ZIP PHONE


1 hereby affirm that there is a construction lending agency for the performance of the work for whichthis permit is lesued ( Sec. IM,, CN. C) Lender' s Name

Lenders Address

OWNER-BUILDER DECLARATION

I hereby affirm that I am erompt from the Contractor' s License Law for the idlowin g Reach:

ILI, as owner of the property, or my employees with wages u their sole compensation, will do thework, and the structure is not intended or offered for sale.

1, as owner d the prof ery, am esclush" connecting with licensed comneol R W construct theProject.

1 am Mw pl undo Sae. . B&PC for this mason

Dale: INITIAL 'a^


I hereby allirm that I have a certificate of consent W sell insure, or a cartilicate of Worker' Compensation Infa once, or a certified copy thereof. POLICY NO

COMPANY DATE EMPIRES:

Certified copy Is hereby fumished CRY VERIFIED:

Cl rified copy is filed with the city

Deal: APPLICANT

GROUP DIVISION TYPE

VALUATION

CERTIFICATE OF EXEMPTION FROM WORKERS' GOMPENS/ SION INSURANCE

I cariN that in the performance of the work for which IM patmk N Issued, I shall net employ anyperson in any manner en am W become subject W the Worker' Compensation Laws of California.

Dye: APPUCANT

NOTICE TO APPLICANT If, after making this Of rtkkale of Exemption, you should bacons subjectW the Worker, Compenatlbn provlekm of the Labor Code, you must bdhwkh comply with suchpromotion or this permk shall be deemed revoked.

I

wa

ERMIT FEES

ELECTRICAL: / A r STRUCTURAL:

PLUMBING: SEISMIC:


I CERTIFY THAT I HAVE READ THIS APPLICATION AND STATE THAT THE ABOVE INFORMATIONIS CORRECT I AGREE TO COMPLY WITH ALL CRY ORDINANCES AND STATE LAWS, ANDHEREBY AUTHORIZE REPRESENTATIVES OF THIS CITY TO ENTER UPON THE ABOVEMENTIONED PROPERTY FOR INSPECTION PURPOSES.

Signature d Applicant or Agent Om

G

AN o 4/ de / 0- 1"G.- 0- rPrim Applkarr's I AOM's Name


ENE76Y

APPROVED: TOTAL PERMIT FEE:

r

I PERMIT NUMBER: ^

O' /

WHITE - INSPECTOR y BLUE - FILEI PINK - FILE/ GOLD - OWNER / YELLOM/ - ASSESSOR

t

O

Dry -4

m i

4'

1

W o

JLDDJDnn

INW

BUILDINGADDRESS

INSPECTIONS RECORDl- Dr BLOCK TRACT

OWNER

ADDRESS

CITY ZIP PH,

SWIMMING POOL INSIPECnONS REMARKS

INSPECTION DRE APPROMEDINOR'SSIGftpqm

LOCATION'Dia

STEEUBONDING/ PLUMBING TEST

APPROVED TO GUNITE

EQUIPMENT ENCLOSURE


GAS TEST

FENCE ENCLOSURE

FINAL

REMARKS

WE OF CE PEFIMR NUMBER

I

o - 4 L.-

r

MOORPA A.M'. MOORPARK AVENUE Cw' k..

I- MOORPARK. CA 93021



BUILDING 5 O SADDRESS

ZONE. CLEARANCE N0.: t

PLAN REVIEW NO.:

1LOT BLOCK - TRACr

OWNER G THE FOLLOWING WORK IS AUTHORIZED BY THIS PERMIT 1

t

ADDRESS S VSfRUCT. PLUMB. MECH. LECC

CITY M C 01 A/ A, GP oZ PH, Q TYPE OF PROJECT NEW ALTER ADDITION

REPAIR CONVERT DEMO OCCUPANCY PMTARCHITECT/ UC NO.

ENGINEER

ADDRESS

CITY ZIP PH.


PROPERTY SIZEIN SO. FEET

CONTRACTOR UC NO1'

2. ADDRESS

3' CITY ZIP PH.


LICENSED CONTRACTOR' S DECLARAION

I hereby affirm in& I am licensed under prwbbns of Chapter 9 (commencing with Section 1000 ofMiriam 3 of the Snsinass and Professions Coda, and my license fe in fug face and effaR.

License Cleave License Number

Dery CWUaccr

ADDRESS

CITY AND ZIP PHONE

CONSTRUCRON LENDING AGENCY

I hereby amrm that more b a construclbn lending agency ter tat perbrmanp of the work for whichthis permit is issued ( Sec. 1097, CiV. C) Lander. Name

Lender' s Address

OWNER- BUILDER DECIMATION

I hereby affirm that I am exempt from the Contractor' s Ucanso Law for the following teason:

t, as owner M the property, or M employes, with wages as their sole compensolion, will do tatwork, and the atnnclute is not intended or dilated for oafs.

I, u owner of the property, em excluatvaty cerdtecling with Ilosneed rantraclote to conatrucl theproject.

I am exempt under Set, . S&PC ter this roan

Dole; INITIAL

ju

WORKERS' COMPENSAT ON DECLARATION

I hereby affirm that I have a certificate of consent W will in oma, or B clrtificaN of Workers' Compensation Insurance, or a certified copy matters! . POLICY NO

COMPANY DATE E %PIPES:

El Codified copy is hereby Nmished CITY VERIRED:

CerlBied dopy is filed with the city

Day. APPLICANT

f

GROUP DIVISION TYPE

VALUATION

wCERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE

I certify that in the pwfi menns of the work for which this permit is fesued. 14011111 rmt employ anyperson in any manner add As te became subject W me Wmkere' Compensation Laws of CMifernia.

Data: APPLICANT

NOTICE TO APPLICANT. 11, Mar making this CenRioate Of EKemPtlpn, you should became sugaptto the Workete' Compensation provisions of the Labor Coda, you muff 1011" W h comply WIm suchpromotion or this porma shall loo deemed ramdked.

r

PERMIT FEES

ELECfRIGL'. y

STRUCTURAL:

PLUMBIND. SEISMIC:

MECHANICAL

ZONE CLR:

ISSUANCE FEES:

I CERRPY THAT 1 HAVE READ THIS APPUCATION AND STATE THAT TIIE ABOVE INFORMATIONIS CORRECT I AGREE TO COMPLY WITH ALL CRY ORDINANCES AND STATE LAWS, ANDHEREBY AUTHORIZE REPRESENTATIVES OF THIS CITY TO ENTER UPON THE ABOVEMENTIONED PRORRTYPOR 1 PECOON PURPOSE&

Tw__ , W `- y S fjSignature d Applicant or Agent ! ''

j.

Dallas

L 3

ea C / Ol / er r

Prim Applicarri / ApuAy Nuns

PLAN CHECK'.

ERGV

IS$ APPROVED: TOTAL PERMIT /FEE:

Dals, a9

PERMIT NUMBER: /

6Ts£ T E"

0066 32MNI1066T

0£ a£ 9 HwaO £ as 4 1U1010£ a£ 9 1IHN3d

WHITE - INSPECTOR/ BLUE - FILE/ PINK - FILE / GOLD - OWNER / YELLOW - ASSESSOR

1n plrra

BUILDINGADDRESS 5U 9

CHVRE

INSPECTIONS RECORDOT BLOp """

OWNER

ADDRESS

CITY ZIP PH.

SWIMMING POOL INSPECnONS REMARKS

INSPECTION DAZE APPAOVEWNSpp•S

SIGNATURE

LOCATION/DIG

STEELISONDINGIPLUMBING TEST

APPROVED TO GUNITE

EQUIPMENT ENCLOSURE


GAS TEST

FENCE ENCLOSURE 1

FINAL

REMARKS

DUE OF ISSUANCE

776

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CHVRE

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ON1011101'

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w/ =

799 MIOORPARK AVENUEMOORIPARYL CA



BUILDING , OADDRESS Dp 8 vL Os— ,

r ZONE .CLEARANE NO.: PLAN REVIEW NO.:

LOT BLOCK TRACT

OWNER ' rp G THE FOLLOWING WORK IS AUTHORIZED BY THIS PERMIT:

ADDRESS CO A' 1, / /' % G 71 STRUCT. El PLUMB. [ I NECK ELECT.

CITY M O a k DP D, 2 PH. fo 2 / / Soo TYPE OF PROJECT El NEW El ALTER ADDITION

0 REPAIR CONVERT DEMO OCCUPANCY PMT. ARCHITECT LIC NOENGINEER

ADDRESS

CITY ZIP PH,


PROPERTY SIZEIN SO. FEET

CONTRACTOR LIC NO. 1.

2ADDRESS

CITY ZIP PH. 3,



I hereby affirm that I am licensed under provsMusl of ChWsr 9 (oomme ing Win Sedlon 71700 ofDivision 3 of the Business and professions Coate, and my Iloense b in full hr. and effect.

License 0asa UMN Numbat

Date caarader

ADDRESS

CITY AND ZIP PHONE


1 hereby affirm that there le a construction lending agi for the parfomance of the Work for whichthis Permit is issued ( Sec. 1097. Civ. C) lender' s Noma

Lenoer's Address

OWNER - BUILDER DECLARATION

I hereby affirm that I am exempt from the Contractor' s License Law for the Miming reason:

V® I, an owner of the property, or my employees wish wages, an their we compensation, will do theWork. and the structure Is not intended or offaed for min.

1, as owner of the property. am emlushey, somracting with Ibansed contractors to construct thepmjw

I am s rampt under Sac. . S&PC for this reason

Dow: — 3 ITIAL 441WORKERS' COMPENSATION DECLARATION

I hereby affirm that I have a certificate of consent W sell towns, or a continues of Workers' Compensation Insurance. or a certified COPY thmed. POLICY NO


Certified copy is he" furnished! CITY VERIFIED:

El Certified copy is filed with the city

Dare: APPLKANT

GROUP DIVISION TYPE

VALUATION


I certify that in the performance of the work for which this permit is Issued, I shall not employ anyPerson in any manner so an to became subject to the Workers' Compensation Laws Of CAldomia.

Date: APPLICANT

NOTICE TO APPLICANT: It, aflar making this CadtlkaN of Exemption, you should bepnme subjectto the WMk*W Compensation prov elaro of the tabor Code, you must brmwhh comply. Wth suchprovision or this permit shell be deemed rooked.

PERMIT FEES

ELECTRICAL'. STRUCTURAL:

PLUMBING: vSEISMIC:


I CERTIFY THAT I HAVE READ THIS APPLICATION AND STATE THAT THE ABOVE INFORMATIONIS CORRECT I AGREE TO COMPLY WITH ALL CITY ORDINANCES AND STATE LAWS. ANDHEREBY AUTHORIZE REPRESENTATIVES OF THIS CRY TO ENTER UPON THE ABOVEMENTIONED PROPERTYfDR IN PECTION PURPOSES.

q

Signature d Applium w Agent ! Date

A e O w / 4LAgE / 1 / O ^ rt _

Print Applkutnt's I Apant's Name


ENERGY:

ISSUANCE APPROVED: TOOL PB .

DAtE GF I CE: '7C 4

PERMIT NUMBER:

WHITE - INSPEGROR/ BLUE - FILE / PINK - FILE / GOLD - OWNER / YELLOW- ASSESSOR03029/ 8! 1110M

i

ZDaJJDRn

1EIIfIT 30. 00TOTAL 30 .. O OCASH 40. 001911* 11

DWIGE 10. 001811A 1300

4w

BUILDING ADDRESS

TIIM131

INSPECTIONS RECORD1

LOT BLOCK TRACT

OWNER

ADDRESS

CITY AP PH.

33IN Q


INSPECTION WE APPROVEDMISPR' SSIGNATURE

LOCATIONIDIG

STEEiSONDING/ PLUMBING TEST

APPROVED TO GUNITE

EQUIPMENT ENCLOSURE


GAS TEST

FENCE ENCLOSURE

FINAL

REMARKS

GATE OF ISSUANCE

5-zyPERMIT NUMBER

A%/

MOE TIIM131

O O . OE JATOT00, 06 HIM13

left

00. 0! 33IN Qn, F : A288e N9fem P9\ ftMe

a/

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FA

C

MOORPARK. CA 93021 I::



BUILDINGADDRESS 8 % S A--- rZONE. CLEARANCE NO.: PLAN REVIEW NO.:

LOT BLOCK TRACT

OWNER .._ vN liferjo THE FOLLOWING WORK IS AUTHORIZED BY THIS PERMIT

ADDRESS SO O Y /' V >e_ STRUCT. PLUMB. MECH. Ci!CT.

CITY / yJ OO r as.rk ZIP 319X PH. 905- 1I IZ% TYPE OF PROJECT NEW ALTER ADDITION

REPAIR CONVERT DEMO OCCUPANCY PMT. ARCHITECTI UC. NO

ENGINEER

ADDRESS

PROJECTDESCRIPTIONLOCATION ONPROPERTY SIZEIN SO. FEET

CITY ZIP PH.

CONTRACTOR LIC NO 1.

ADDRESSZ'

CITY ZIP PH. a



I hereby affirm that I am licensed under provisions of Chapter S ( commencing With Sectien TOW MDivision 3 of the Business and Prolessions Co" and my Immea Is in full force and

License Class License Number

Data Coensfar

ADDRESS

CiV

f DCITY AND ZIP PHONE


I hereby affirm thin them is a construction lending agency for the performance of the work for whichthis permit is issued ( Sec. 1087, Div. C) Lender's Name

ender' s Address


I hereby affirm that I am exempt from the Contractor' s License Law for the following real

I, as owner of the property, or my employees with wages as their sour compensation, will do thework, and the structure is not intended or offered for sale.

I, as owner of the properly, am escluaively coneracdng with licensed contractors W construct theProject.

I am exempt under Sec. . BAPC for this reason / /

eie: ' ITIAL IC i 7-- WORKERS' COMPENSATION DECLARATION

I hereby affirm that I have a certificate of worm 0 sell insure, or a certificate of WMkem' Compensation Insurance, or a certffled copy thereof. POLICY NO


Certified copy is hereby furnished GTY VERIFIED:

Certified copy is filed with the city

Dale: APPLICANT

GROUP DIVISION TYPE

VALUATION


I certify that in the performance of dw work for which this permit Is Issued. 1 area M employ anyperson in any manner so as m become subject W this Workers' Compensation Lewd of California.

Dam: APPLICANT.

NOTICE TO APPLICANT If, attar making this Certificate of Exidlptbn, you Should become SubjectW the Workers' Compensation provisions of the Labor Cade, you must forthwith comply wen suchprovision or this permit Mall be deemed revoked.

PER IT FEES

ELECTRICAL, STRUCTURAL:

PLUMBING: SEISMIC:


1 CERTIFY THAT I HAVE READ THIS APPLICATION AND STARE THAT THE ABOVE INFORMATION

IS CORRECT. I AGREE TO COMPLY WITH ALL CITY ORDINANCES AND STATE LANG, ANDHEREBY AUTHORIZE REPRESENTATIVES OF THIS CITY TO ENTER UPON THE ABOVE

MENTIONED P; OPjRTY TOR INSPECDO RPOSES.

Q

6//4/A_... / L/ 6// / // _ 2-, 29/,, f /

e

Signature a ApplirnaM a Agent // Data

4 C. 0C4I de / Tr •ePrint Applicant' s / Ageo's Name

ZONE CLfl PLAN CHECK

ENERGY'

I APPROVED: TDML PERMIT FEE; '

I PERMIT NUMBER:

i

WHITE- INSPEC1VR / BLUE - FILE/ PINK - FILE/ GOLD - OWNER/ YELLOW - ASSESSOR y

HB

toCO

ZV7D0my

qw lr E

BUILDINGADDRESS


OWNER

ADDRESS

CITY ZIP PH,


GROUND SOIL PI

GROUND WATER P2

TOP OUT P3

SEWER PS

GAS TEST PS

FINAL PLUMBING P12


UNDERGROUNDIFLOOR Mt

ROUGH M2

AIR COND w




UNDERGROUNDP/GMETAL- D.B.C. E1

ROUGH WIRINGRECEPT SPACING. SERVICE- CIRCUIT E2


STRUCTURAL A CfATE APPROVEDANSPR' SSIGNATURE

FOUNDATION: LOCATION

REINFORCED UFER

S1

SLAB: REINF MEMBRANE S3

UNDERPINNING S6

MASONRY Sti

FIREPLACE Sit

ROOF FRAMINGROOF SHEATHING Be

FRAMING SB

INSULATIONSOUNOIENERGY S7

LATH EXTERIOR SB

IATX INTERIORAiVPBOARD S9

AE S WE OF ISSUANCE

Z ' Z Y G 7PERMT NUMBER

n

R7Z7 ,R7BUILDING FINAL S12

i

i"i'l

1 H

1 K r

MOORPARK799 MOURPARK AVENUE

MOORPARK CA 93021



BUILDING Sg% p n Qiir Qr. O Ar w. ZONE CLEARANCE NO.: IPLANREVIEWNO.: DDRESS

LOT BLOCK TRACT

OWNER4. 1 / Te: THE FOLLOWING WORK IS AUTHORIZED BY THIS PERMIT:

ADDRESS L) STRUCT PLUMB. MECH. ELECT.

CITY m Y 0 R % zip PH' ffpi mrl it 44ye TYPE OF PROJECT KNEW ALTER ADDITION

REPAIR CONVERT DEMO OCCUPANCY PMT, ARCHITECTI LIC. NO.

ENGINEER

ADDRESS

PROJECTDESCRIPTION LOCATIONPROPERTYON SIZEIN SO. FEETCITY ZIP PH.

CONTRACTOR UC. NO1,

ADDRESS2.

CITY ZIP PH. 3

REMARKS / SPECIAL CONDITIONS I PROJECT DESCRIPTION


I hereby affirm that I am licensed under provisions of Chapter 9 (commanding with Sectors 7000 ofDivision 3 of the Business and Professions Code, and my license is in full to c r and effect.

License Cl.— LiosoN Number

DMe Ocmrasbr

ADDRESS

AMW6Fr

bLC./

I

a

CITY AND ZIP PHONE


I hereby affirm that there is a construction lending agency for the Performance of any work for whichthis permit is issued ( Sec. 1091, Cly. Of Lender' s Name

Lender' s Address

OWNER - BUILDER DECLARATION

I hereby affirm that I am ekempt from Me Conlrettors License Law for the Mowing nation:

I, as owner of the property, or my, employees with wages u their sole compensMlon, will do shework, and the structure is not intended or offered for sale.

I, as owner of the property, am inclusively contracting with licensed contractors m construct theproject .

I am exempt under Sec. . BBPC for this reason

Data INITIAL

VAORKERS' COMPENSATION DECLARATION

I hereby affirm that I have a certificate of consent M sell insure, or a certifiKate of Workers' Compensation Insurance, or a codified copy thereof. POLICY NO


Certified copy is hereby furnished CITY VERIFIED:

Certified copy is filed with the city

Date APPLICANT:

GROUP DIVISION TYPE

VALUATION


I certify that in the performance of the work for which this penert W Wei I shell rut employ anyperson in any manner ad as to become subject to the Worker Compenea0m Laws of CMilomla.

pste: APPUCANF

NOTICE TO APPLICANT: It, after making this Gdilicae, of Exemption, you should become subjectto the Workers' Cornpensadon Wwabns of the Labor Code, you must fordevhh comply with auntprovision or this permit Mall be deemed revoked.

PERMIT FEES

ELECTRICAL: . 79 STRUCTURAL.

PLUMBING: SEISMIC:


I CERTIFY THAT I HAVE READ THIS APPLICATION AND STATE THAT THE ABOVE INFORMATIONIS CORRECT, I AGREE TO COMPLY WITH ALL CITY ORDINANCES AND STATE LAWS. ANDHEREBY AUTHORIZE REPRESENTATIVES OF THIS CITY TO ENTER UPON THE ABOVE

MENTIONED P PTY FOR INSPECTION PURPOSES.

L/ _ 1- 1-7- 571Signmum of Applicant or Agent DW

xd Ii / CIL / A- TrrPrim Applicant' s I Agent' s Name

ZONE CLR: PAN CHECK:

ENERGY:

ISSUANCE APPROVED: TOTAL PERMIT FEE:

a. / AJA ' / QQ

Je

PERMITDATE OF ISSUANCE:

T/XNUMBER/

WHITE - INSPECTOR/ BLUE - FILE/ PINK - FILE/ GOLD - OWNER / YELLOW - ASSESSOR

r

3

Fit

W0

r CO WA.. COo

mom

mCo_

zODOOm

N

BUILDINGADDRESS


OWNER

ADDRESS

CITY ZIP PH.

PLUMBING DATE APPROVEDhNSPR' SSIGNATURE REMARKS

GROUND SOIL PI

GROUND WATER P2

TOP OUT P3

SEWER P5

GAS TEST P6

FINAL PLUMBING % 2

MECHANICAL DATE APPROVEDIINSPR' S

SIGNATURE

UNDERGROUND /FLOOR MI

ROUGH M2

AIR COND. MO


ELECTRICAL DATE

APPROVEDIINSPRBSIGNATURE


UNDERGROUNDPVC - METAL. D. B. C. El


FINAL ELECTRICAL E12 VNI

STRUCTURAL DATEAPPRCVEDIINSPWS. SIGNATURE

FOUNDATION: LOCATION SI

REINFORCED F— LIFER C

SLAB: REINF MEMBRANE L S3

UNDERPINNING Sn

MASONRY SIT

FIREPLACE S11


FRAMING SS

INSULATIONSOUNDIENERGY S7

LATH EXTERIOR SB

LATH INTERIORiGYPBOARD S9

APPROVEDANSPR' S. SIGNATURE DATE OF ISSUANCE

E117PERMIT NUMBER

BUILDING FINAL S12'

O

yH

O

N

O

V. (9

e• —

APPLICATION FOR MISCELLANEOUS

CONSTRUCTION PERMITS

BUILDING t- 8 ] g o n O r Med/ o IC (. ADDRESSZONE CLEARANCE NO.: PLAN REVIEW NO.:

LOT BLOC( TRACT'

OMER G THE FOLLOWING WORK IS AUTHORIZED BY THIS PERMIT

ADDRESS (% YL' r /.

p

STRUCT. PLUMB. MEGI. LECT.

CITY . • a / A AC ZIP ' 7,302-_/ PH. p2

TYPE OF PROJECT NEW G ALTER ADDITION

0 REPAIR CONVERT DEMOARCHITECT/ UC NO.

ENGINEER

ADDRESS DISCRIPTION OF WORK AND CONDITIONS OF APPROVAL

CITY DP PH.

CONTRACTOR UC NO

ADDRESS

CITY ZIP PH.


I hereby affirm MIS 1 am licensed under pmytekms d Chapter B ( commrtdng with Section 70111) ofDNlefon 3 of the Business end Professions Code. and my license b in tull force and eRect.

License Cod Lkruro Number

Dole CaMngor

ADDRESS

CITY AND ZIP PHONE


1 hereby Shim this than is a construction lending agency for the performance of the work for whichmle permit is booed (See 1097. CN. C) Lender's None

Lender's Addraes

OWNEFLBUILDER DECLARATION

I hereby afPom that I on Montt trap tiro Contractor' s License Low for the following reason: I, as owner of the Wopwmy, m my empowl" with wages es their Mae compenWbn, will do thework, and the strucWn Is not Intended or offend for We.

I. as owner a me property. em asdutiveiy, connecting with licensed contrxtrs n cpneina theProject

1 am Months under Sec. . BaPO for MIS mason

Date:Jam2 INITIAL A/ te_ WORKERS' COMPENSMON DECLARATION

I hereby Stem that I l m a cerlHkate of caaere m men inwn, or a certificate Of Waksm' Can meneek n Iner nencw its a CemMed copy Mwebl. POLICY NO


Coddled! Copy is hereby furnished CITY VERIFIED:

Distilled copy Is Nod with the city

bete: APPLICANT.

CERnFICATE OF EXEMPTION FROM YORKERS' COMPENMMTON INSURANCE

I comity that in the perlrmanw Of the work for which cols psrmN te blued, I Mall not employ anyperson in my ... ... .r w as S, become subject to me Woman' Oornpenu ion taws of Calllumte.

pp: APPLICANT

NOTICE TO APPLICANT. N, after meklnp this CsmMeMa of Eamphen, you should became wb)Wto The Worker Comport I provisions of We Labe Code. you mist bNhwith tmmpy with suchprovision or this prmit shN be darned revoked.

PERMIT FEES

ELECTRICAL: STRUCTURAL'.

PLUMBING: SEISMIC:

MECHANICAL: ISSUANCE FEEb:

I CERTIFY THAT I HAVE READ THIS APPLICATION AND STATE THAT THE ABOVE INFORMATIONIS CORRECT 1 AGREE TO COMPLY WITH ALL CITY ORDINANCES AND STATE LAWS. ANDHEREBY AUTHORIZE REPRESENTATIVES OF THIS CITY TO ENTER UPON THE ABOVEMm = 7NCR JNSPECfION PURPOSES.

P/// g/ /

T

Sigramn of Applicant or Apsnt Do

Prim Applicant's I Agare's Nome


ENERGY

APPROVED: TOTx PERMIT

D

GIVE OF 1

I. f

PERIMT

WHITE - I/YSPECIOR/ BLUE - FILE / PINK - FILE/ GOLD - OWNER / YELLOW - ASSESSOR

3

Afi-' 1 jis

a + WQtiT

m

0

ZQs0OaF

K

ADDRESS

INSPECTIONS RECORD

Ar

OWNER

ADDRESS

CITY ZIP - PH.

ADDRESS

INSPECTIONS RECORDLOT BLOC" TRACT

OWNER

ADDRESS

CITY ZIP - PH.


INSPECTION DATE APPRMDANSPR'SSIGNATURE

LOCATIONARG

STEELISONDING/ PLUMBING TEST

APPROVED TO GUNITE

EQUIPMENT ENCLOSURE


GAS TEST

FENCE ENCLOSURE

FINK

REMARKS

9

UATE OF ISSUANCE

1 • - PERMIT NUMBER

I 1Y -26

a0

coM ti G Q

G WAy

CITY OF MOORPARKY APPLICATION & PERMIT

o w R DEPARTMENT OF COMMUNITY DEVELOPMENT - DIVISION OF BUILDING AND SAPEFY' PAN .. VI w nv NRRw

ITE INFORM ION 3 BUILDING

Iwaer w w • ITT uu oI eNUGlxo ou<wlmon

uu• w ... L xNraw T xe.

D bTww[ IN wwav b •iwaa awoVl om• wx Tr1[ eI eeN• rwueTlex ew. LNNe uNlr•

MN w P Maw wee /wLr. w wvwlw Yov. e. rou•M

rwn w ewu w

p

a, za oI aNlLelxa vwwwnox

X = SQ. FT. @Ii ' = 5

e nrwwcr I koI eAw e.

X = SQ. FT. @f ' = S

Y IL we wa x

I.. c ... I MITI., I . KPLACC, RTC. SQ. FT. @ f ' = f

c e [ nm R R e • IaxRR • w x.

SG.P•^ TOTAL VALUATION S

NAIL wee. R.• HFH

Fire Protection District Conditions Yes No

Domestic Water Source: Private Well — Public (COMPANY MARK)

xo .:

r. 7 L a Z I Li l 7'o NG

Method of Sewage Disposal: Private — Publicw r

2 LEGAL DECLARATIONS

LICENSED CONTRACTOR DECLARATIONBUILDING PLAN ( QREVIEW FEE IS BU,ILOIN6 ? PERMIT FEE S

1 hereby affirm that I am licensed under provisions of Chapter 9commencing with Section 7000) of Division 3 of the Business and Professions ENERGY FEE $

STATE

SEISMIC FEE _.

Code, and my Tic nse is n f I f ce and effect. 4 PLUMBINGLic. No r Lic

Contra Date — rwaw - LOUT LAVATORY urxpxorKR awweweaPe. wL

ernww

OWNER- BUILDE DECLARATIONSINKS ounww• Maw 1. Txu Munaw ILeen ewux orxaw

I hereby affirm that I am exempt from the Contractor' s License Law forthe following reason

LAVxowY IV. KY.. .. Al.. TOTAL IiAru RK. Oe• r RACK IRR

1, as owner of the property, or my employees with wages as their solecompensation, will do the work, and the structure is not intended or offered Gas Piping Outlets @ $ EA. = S

for sale

I, as owner of the property, am exclusively contracting with licensedPrivate Sewage

Disposal System@ f EA. - $

Building Sewer @ $ EA. = $ contractors to construct the project

I am exempt under Sec. _ , B. & P. C. for this reason

Water System EA. = $

Owner Date


I hereby affirm that I have a certificate of consent to self- insure, ora c Ifica`{F of Workers' Compe sation Insurance, or a certified copy thereofSe BOgt Lab. C.). 73 A (

OCepCl p o'I —

PLMBG. PLAN P

REVIEW FEE PERMIT FEE S

5 MECHANICAL

Cer d copy is hereby furnished.

ertifled copy filed with the Vent a County Division of BuildingHeated Area di @ f EA. = f

eating /Cooling APplicance @ f EA. = $ and Safety the Ven a County de tme t

APPlican , Da —

Flue @ $ EA. = f

CERTIFICATE OF EX PTION FROM

Ducts @ f EA. = $ WORKERS' COMPENSATION INSURANCE

This section need not be completed if the permit is for one hundreddollars (5100) or lea.)

1 certify that in the performance of the work for which this permit isIssued, I shall not employ any person in any manner so as to become subjectto the Workers' Compensation Laws of California.

Applicant Date

Fan /Air HandlingEquipment

@ $ EA. = f

MECH. PLANREVIEW FEE S PERMIT FEE S

b ELECTRICALNOTICE TO APPLICANT: If , after making this Certificate of Exemption, you should become subject to the Workers' Compensation provisions of theLabor Code, you must forthwith comply with such provisions or this permitshall be deemed revoked.

SERVICE NO. VOLTS AMPS FEE


I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is Issued ( Sec. 3097, Civ. C.).

USE /OCCUPANCY SO. FT. SO. FTFEELender's Name

Lender's Address

I certify that I have read this application and state that the above information is correct. 1 agree to comply with all city and county ordinances andstate laws relating to building construction, and hereby authorize representatives of this county to enter upon the above - mentioned property forinspection purposes. EQUIP. OR MISC. NO. RATING COST EACH FEE

NOTICE

THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTIONAUTNO D / S N ENCED WITHIN 180 DAYS, OR IF CON - STRUC ON OR i K IS 4' IPENDED OR ABANDONED FOR A PERIODOF 1 DA ANY / ME A ER RbRK IS COMMENCED.

ELEC. PLANREVIEW FEE S PERMIT FEE $

p

noxwiuw. eI eexT clew ew wUT,. ewa......

PERMIT ISSUANCE FEES

TOTAL PLAN $FREVIEW FEES TOTALPERMIT FEESI.. AYN.. eP ow.. w I., own.. amLO. w

DISTRIBUTION: S& S - 11 ( Rev. 7/ ee)

WHEN PROPERLY VALIDATED THIS IS YOUR PERMIT ISSUED are.

PLAN REVIEW VALIDATION fR -(

GZitI

PERMIT VAUDATIfjN 17, ,

38

White — Inspector Blue — Auditor Green — Owner Canary — File Pink — Assessor Goldenrod — Office

INSPECTION RECORD

BUILDING DATE INSPECTOR CORRECTIONS. NOTES"

ZONING

FOUNDATION LIFER GROUND "

SLAB

BONDBEAMS

BONDBEAMS

BONDBEAMS }

1 ILT UP PANELS

TILT UP PANELS

FIRE DISTRICT

FLOOR FRAMING

ROOFSHEATHING

PRE WRAP

FRAME 1. 1IN-

EXTERIOR LATH/ SIDING -

INTERIOR LATH /DRYWALL

INSPECTOR

FINALIN5PECTIONS DATE INSPECTOR

FINAL GRADING CERT: RECD.

BUILDING ADDRESS

INSULATION CERTIFICATE

PLUMBING FINAL

MECHANICAL FINAL

ELECTRICAL FINAL

BUILDINGFINAL

UTILITYCLEARANCES DATE ` INSPECT0I4

GAS

ELECTRICAL

f CITY OF MOORPARK ya,

ZOrNG CLEARANC\i!: A i DEPARTMENT OF COMMUNITY DEVELOPMENT

ZONE CLEARANCE NO. ` CASE REFERENCE NO. DP' ' IV HZ P #3ZPROJECT ADDRESS LOCALITY ZONE CODE NO. OPEN SPACE PLAN

jSEECT. 1C K

oo

i C. - r(_ I 2. ASSESSOR PARCEL NO. NEAREWTC LOT WIDTH LOT DEPTH LOT AREA

s / 3 -© - O - 1 rJL

PROPOSED USE( S)

gd x

MIN. FRONT YD. MIN. REAR YO.

OWNER PHONES IN. SIDE YD. MIN. SIDE YD. ( REAR 1/ 3)

Q N

MAIL ADDRESS MAX. HEIGHT MIN. DIST. BETWEEN BLDGS. s

fYal 6 ( k D STS I C I V1uA DAPPLICANT PHONE e05— REQUIRED PARKING ( 9' x 20' par space)

2

OPEN; CARPORT; GARAGE

MAIL ADDRESS ENVIRONMENTAL DOCUMENT

519 O EXEMPT FD /CND ED EIR

SHOW LOCATION OF EXIST

p / /

AND PROPOSED BUILDINGS AND ACTUAL DISTANCES TO PROPERTY LINES AND BETWEEN BUILDINGS.

c, 11110

x

Z

oot

411

mn

2to

Q

0

DOS 1m

N

On3mzH

p / /

AND PROPOSED BUILDINGS AND ACTUAL DISTANCES TO PROPERTY LINES AND BETWEEN BUILDINGS.

c, 11110

x

Z4

H% I ' r

Lf 5 ` t mDz

SIDE

NOTICE: Before foundation inspection, lot lino " I be Identified by owneror authorized agent.

NOTICE: This clarence becomes null and void if work or construction authorized Is not commenced within, or is suspended or abandonedfor a period of , 180 days.

STATEMENT: 1 hereby acknowledge that 1 have rod this zoning elarar a andstate that the information given is correct and sore to complywith all provkdons of the county zoning ordinance cods,

DATED THIS id YbUR ZONING

s

mr

a

1

a & S - 5G5 (' rB4) DISTRIBUTION: Whip — Planning Canary — Building and Safety Pink — Applicant Goldenrod — Auditor Controller

oot

411

Z4

H% I ' r

Lf 5 ` t mDz

SIDE

NOTICE: Before foundation inspection, lot lino " I be Identified by owneror authorized agent.

NOTICE: This clarence becomes null and void if work or construction authorized Is not commenced within, or is suspended or abandoned

for a period of , 180 days.

STATEMENT: 1 hereby acknowledge that 1 have rod this zoning elarar a andstate that the information given is correct and sore to complywith all provkdons of the county zoning ordinance cods,

DATED THIS id YbUR ZONING

s

mr

a

1

a & S - 5G5 (' rB4) DISTRIBUTION: Whip — Planning Canary — Building and Safety Pink — Applicant Goldenrod — Auditor Controller

V

Y

6

P

CITY OF MOORPARK

APPLICATION & PERMIT

zeH. cL............

IDEPARTMENT OF COMMUNITY DEVELOPMENI - UIV151UN Ur UDILUIMhI AMU 5Art1 r w. vl. w rNMEEw

SITE INFORMATION 3 BUILDING

Iw Wcr w O L... I.YY

hillVie oP • INC r oEtcwlPneN

Ic

P. tL...... LOT O T. A. C-.. i Tw { { T OwOVP DIV..... TYPE OWN11TRUCTIO. OWiLLINO UNITt

OWN6 PXONi NEW AOO /. LT6w w6P. lw MOVE OiMOLIiX

AIL A...... LOC. LITY IZ. O P • VILOInO VALUATION

IX = SQ. FT. @S ' = S

CONTRACTOR STATE uc. niE N IzE O.......

X1=

SQ. FT. @S = f

PONCHOS, PATIO. FIREPLACE. ETC.

XI=

SQ. FT. @S = f

ARCHITECT ENGINEER Deu. N { w STATE LICENSE NO.

TOTAL VALUATION f

MAIL A...... P...{ NFN


Domestic Water Source: Private Well PublicCOMPANY NAME)

HOYE.:

np

l t ^ I

O Zr>,[s.s -' KtMethod of Sewage Disposal: Private — Public

m. TwwY


BUILDING PLAN BUILDING

LICENSED CONTRACTOR DECLARATION REVIEW FEE $ PERMIT FEE $

1 hereby affirm that I am licensed under provisions of Chapter 9commencing with Section 7000) of Division 3 of the Business and Professions ENERGY FEE $ STATESEISMIC FEE $

4 PLUMBINGCode, and my license is in full force and effect.

Lic. Number License ClassRATE. cw.. T LAVATORY Al. / anowu p... .

eT...

Contractor Date

OWNER - BUILDER DECLARATIONSINK• ounwww Ew CLOTHE. RASHER 11. 43. .. AI T...

1 hereby affirm that I am exempt from the Contractor' s License Law for urvewY TV. w... AT{ TOTAL PI. TU.. CORY . A.. PR.

the following reason

1, as owner of the property, or my employees with wages as their solecompensation, will do the work, and the structure is not intended or offered Gas Piping Outlets @ $ EA. = f

for sale


Disposal System @ f EA. - $

contractors to construct the project

I am exempt under Sec. _ , B. & P. C. for this reasonBuilding Sewer @ f EA. = $

Water System @ $ EA. = Sp_ . p

caner Date 9 -z —s


I hereby affirm that I have a certificate of consent to self- insure, ora certificate of Workers' Compensation Insurance, or a certified copy thereof PLMBG. PLAN PLMBG. Sec. 3800, Lab. C.). REVIEW FEE III PERMIT FEE $

5 MECHANICALCompany Policy No.

Certified copy is hereby furnished.

Certified copy is filed with the Ventura County Division of Building Heated Area 0@$ EA. = $

Heating /Cooling Applicant¢ @ $ EA. = fand Safety or the Ventura County - department.

Applicant Date

Flue @S EA. = SCERTIFICATE OF EXEMPTION FROM

Ducts @ $ EA. = $ WORKERS' COMPENSATION INSURANCE

This section need not be completed if the Permit is for one hundreddollars ($ 100) or less.) Fan /Air Handling

Equipment@ $ EA. = $

certify that in the performance of the work for which this permit isissued, I shall not employ any person in any manner so as to become subjectto the Workers' Compensation Laws of California.

Applicant DateMECH. PLANREVIEW FEE $ PERMIT FEE $

6 ELECTRICALNOTICE TO APPLICANT: If, after making this Certificate of Exemption, you should become subject to the Workers' Compensation provisions of the

Labor Code, you must forthwith comply with such provisions or this permitshall be deemed revoked.



I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued ( Sec. 3097, Civ. C.).

Lender' s Name USE /OCCUPANCY SO. FT. C PER

SQ. FT. FEE

Lender' s Address

I certify that 1 have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and

state laws relating to building construction, and hereby authorize representatives of this county to enter upon the abovementioned property forinspection purposes. EQUIP. OR MISC. NO. RATING COST EACH FEE

NOTICE

THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCT /ONAUTHOR /ZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CON-

t w;r f

STRUCT/ON OR WORK IS SUSPENDED OR ABANDONED FOR A PER /ODOF 180 DAYS A Y T/M AFT R WORK / S COMMENCED.

7EE . - EREVIEW FEE S PERMIT FEE $ r

uen. rowE e• coxrn ACTON oR A......... AY. NT

PERMIT ISSUANCE FEE $

TOTAL PLANREVIEW FEES $ TOTALPERMIT FEES SI. x. Yu. E aP OR... IM owN. w • uuoew

WHEN PROPERLY VALIDATED THIS IS YOUR PERMIT ISSUED

AI L

e ye- /" PLAN REVIEW VALIDATION

1I o

vVPERMIT VALIDATION

DISTRIBUTION: White — Inspector Blue — Auditor Green — Owner Canary — File Pink — Assessor Goldenrod — Office

Bas -11 ( Rev. 7/ 80)

tt

INSPECTION RECORD Vq

Cvc.,dotiBUILDING DATE INSPECTOR CORRECTIONS - NOTES

ZONING 1FOUNDATION: UFER GROUND

SLAB

BOND BEAMS

BONDBEAMS

BONDBEAMS

TILT UP PANELS

TILT UP PANELS

FIRE DISTRICT

FLOOR FRAMI NG

ROOF SHEATHING

PRE -WRAP

FRAME

INSULATION

EXTERIOR LATH /SIDING


PLUMBING DATE INSPECTOR

UNDERGROUNDSOIL

UNDERGROUND WATER

ROUGH/ TOPOUT

GAS TEST

SEWER /SEWAGE SYSTEM

MECHANICAL DATE INSPECTOR

ROUGH

ELECTRICAL DATE INSPECTOR

TEMPORARYPOWER

ROUGH

FINAL INSPECTIONS DATE INSPECTOR

FINAL GRADING CERT. REC'D.

BUILDINGADDRESS


PLUMBING FINAL

MECHANICAL FINAL

ELECTRICALF]NAL

BUILDINGFINAL

UTILITY CLEARANCES DATE INSPECTOR

GAS

ELECTRICAL__

COUNTY-OF WENTURA

ADDI 1TATI1P1Al R. DCQIIAITZONE GLEANANGE NUMBER

RESOURCE MANAGEMENT AGENCY - DIVISION OF BUILDING AND SAFETYPL" N REVIEW NUMBS"


FOI wR„

C" iDOX D 1 MODU A KE OF B OEtGRIPT, ON

CPE F, f L S

Wry

O E-6PNON

P

NEW ROO / ALTER NEP IH MOVE OEMOLISX

wIL A. r

S t , LE of BX I.oIN° I- r.%Z+ SQ. FT. @ $ 3() I= $ SI,.r

ON STATE

iflb 33

DNOmE ° GE ", F ` XRw =

SQ. FT. @ $ $ wl

o E N6E 1RG E5. P IO. FIREPLACE, ETC.

xAT = SQ. FT. @$

RC

1LLE N

Arzca'i. STATE LICENSE N

TOTAL VALUATION $ 11 rj3 orsMAIL AOGRSBi DN

0 I 44S- 1-11 OHFH

Fire Protection District Conditions Ves No

Domestic Water Source: Private Well - _- PublicNOTES

C .. PAN. NAME)

Method of Sewage Disposal: Private Public — -_- J. I. TroGTI


LICENSED CONTRACTOR DECLARATIONBUILDING PLAN

REVIEW FEE $ ZZ6• ING

PERMIBUILDT FEE $ 3 q_") O


STATE OSEISMIC FEE $ to •

A PLUMBING4Code, and my license is in full force and effect.

Lic. Number._ g003 0a

License Class

Contractor 6Up,lza4u FIe6 j ROT_ Date 3- 23rTER CLOSE' LwvATORT SA *,. / SHOWER

GARBAGEDISPOSALOTHew

OWNER- BUILDER DECLARATIONSINXS Hw. SHE s WASHE FLOOR ORAI OTHER

1 hereby affirm that I am exempt from the Contractor' s License Law forthe following reason

AUno S7. TR. MEATCR TOTAL FIXTURES COST EACH FPC

0 I, as owner of the property, or my employees with wages as their solecompensation, will do the work, and the structure is not intended or offered Gas Piping Outlets @.$ EA. _ $

for sale

0 I, as owner of the property, am exclusively contracting with licensedPrivate Sewage

Disposal System@ $ EA. - $


Q B. & P. C. for this reasonI am exempt under Sec. __ ___ Building Sewer @ $ EA. = $

Water System @ $ EA. = $

Owner Date


I hereby affirm that I have a certificate of consent to self- insure, ora certificate of Workers' Compensation Insurance, or a certified copy thereof PLMBG. PLAN PLMBG.

Sec. 3800, Laabb.. C.). p,. Q Q Company ME1IS WDEMAM Policy No. PcgB6845 REVIEW FEE $ PERMIT FEE $

5 MECHANICAL

Ett Certified copy is hereby furnished. X Certified copy is filed with the Ventura County Division of Building Heated Area L'J @ $ EA. _ $

and Safety or the Ventura County de art t•

Applicant f K G Date 3._

RTCATE

Heating /Cooling Applicance @ $ EA. _ $

Flue @ $ EA. _ $ C OF EXEMPTION FROM

Ducts @ $ EA. _ $ WORKERS' COMPENSATION INSURANCE

This section need not be completed if the permit is for one hundred

dollars ($ 100) or less.) Fan /Air HandlingEquipment @ $ EA. _ $

1 certify that in the performance of the work for which this permit isissued, I shall not employ any person in any manner so as to become subjectto the Workers' Compensation Laws of California.

MECH. PLAN MECH.

Applicant ___ -. -.. Date — __.- _.....,._ REVIEW FEE $ PERMIT FEE $


SERVICE NO. VOLTS AMPS FEELabor Code, you must forthwith comply with such provisions or this permitshall be deemed revoked.



Lender' s Name - -- - - USE /OCCUPANCY SQ. FT. COST PER

SQ. FT. FEE

Lender' s Address

I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances andstate laws relating to building construction, and hereby authorize representatives of this county to enter upon the abovementioned property forinspection purposes. EQUIP. OR MISC. NO. RATING COST EACH FEE

NOTICE

THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTIONAUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CON- STRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIODOF 180 DAYS ANYTIME AFTER WORK IS COMMENCED.

ELEC. PLAN ELEC.

r'\/ E, (( J._ REVIEW FEE $ PERMIT FEE $

SIGNATURE OF CONTRACTOR ON AUIHDRIXED AGENT

PERMIT ISSUANCE FEE $ `%

TOTAL PLANREVIEW FEES $ I TOTAL / PERMIT FEES $ N

SIGNATURE OF OWNS OWNER BUILD

WHEN PROPERLY VALIDATED THIS IS YOUR PERMIT ISSUED By

PLAN REVIEW VALID ATI N PERMIT VALIDATION

V+X 3 g # oa3 59. GSti.

STRIBUTION: White — Inspector B ue — Auditor Green — Owner Canary — File ' Pink — Assessor Goldenrod — OfficeS - 11 ( Rev. 7 /80)

I

COUNTY OF %4ENTURA

ADDI If`ATI'nKI 2. DCQMITNE CLEARANCE NU-8

RESOURCE MANAGEMENT AGENCY DIVISION OF BUILDING AND SAFETYLAN aEY1. W N M. ER


ao car woos cos L vs

ss ESSOR Pw RCEL NUMBED oT NO. TRACr r cw . e ar west cao F DIVISION TYPE OF coNSra rloN DWELLING UNITS

cw," iPHONE New ADDIALTSH REPAIR movE M. LI

w woo° s. 4./HT L c urY size OF amLmnc vwwwnDN

e IX = SQ. FT. @$ '_$ cONrawcroa

R —

TATE LICENSE NO.

33 %<

IzE w O.

1• X = SQ. FT. @$ ' =$ .

MRty wGDa... C 3DNEg ; X

wTIE. FIRS._ . Erc.

SQ. FT. @ $ _ $ q4 Q-0ARCCHHIITECT ENG IN ER ODSIeN R r S/ 7

S..— LIC Ery$ E ND.

L N V TOTAL VALUATION $ Cj O0V

HFH

Fire Protection District Conditions Yes No [: 3

Do a terLLS % rce We11 Publictic Iva

COMFANY NAMEI

or E..

Method of Sewage Disposal: Private PublicD IaTRICr



REVIEW FEE $ BUILDINGPERMIT FEE $ 6 - 1 hereby affirm that I am licensed under provisions of Chapter 9

commencing with Section 7000) of Division 3 of the Business and Professions ENERGY FEE $ STATESEISMIC FEE $

Code, and my license is in full force and effect. PLUMBINGLic. Number License Class

TER cL.. LAVATORY BATHISHOWER ARBA.. OTHER

Contractor Date

OWNER - BUILDER DECLARATIONelrvns onnwwsn Ea CLOTHES WASHER FLOOR DRAIN G... w


Au NDRY Tu WIN... ATE OTAL FIXTUNE COST EACH FEE

I, as owner of the property, or my employees with wages as their solecompensation, will do the work, and the structure is not intended or offered Gas Piping Outlets @ $ EA. = $

for saalle/`

Ca I, as owner of the property, am exclusively contracting with licensedPrivate Sewage

Disposal System O° $ EA' = $


C3 I am exempt under Sec. , B. & P. C. for this reasonBuilding Sewer @ $ EA. _ $


Owner " r Date

WORKERS' PENSATION DECLARATION

I hereby affirm that I have a certificate of consent to self- insure, ora certificate of Workers' Compensation Insurance, or a certified copy thereof PLMBG. PLAN PLMBG. Sec. 3800, Lab. C.). REVIEW FEE $ PERMIT FEE $

CJ MECHANICAL5Company Policy No.

El Certified copy is hereby furnished.

El Certified copy is filed with the Ventura County Division of Building Heated Area F,, LI @ $ EA. = $

Heating /Cooling Applicant¢ @ $ EA. = $ and Safety or the Ventura County _ department.

Applicant Date

Flue @$ EA. =$ CERTIFICATE OF EXEMPTION FROM


This section need not be completed if the permit is for one hundreddollars ($ 100) or less.)

I certify that in [ he performance of the work for which [ his permit isissued, I shall not employ any person in any manner so as to become ubject


@ $ EA = $

to the Workers mpensati ws offCCa lliifoorn.ia. ' Applicant J C46 Date

MECH. PLANREVIEW FEE $ MECH. PERMIT FEE $ L ELECTRICAL6NOTICE TO APPLICANT: after making this Certificate Ex ption,

you should become subject to the Workers' Compensation provisions of the

Labor Code, you must forthwith comply with such provisions or this permitshall be deemed revoked.




Lender' s Name USE /OCCUPANCY SQ. FT. COST PER

SQ. FT. FEE

Lender' s Address

I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances andstate laws relating to building construction, and hereby authorize representatives of this county to enter upon the above - mentioned property forinspection purposes. EQUIP. OR MISC. NO. RATING COST EACH FEE

NOTICE

THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTIONAUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CON- STRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIODOF 180 DAYS ANY TIME AFTER WORK IS COMMENCED.

N GFLEC. PLAN

REVIEW FEE $ EL EC. PERMIT FEE $ SIO AT CON AOroa ON wOTNORI: e......

PERMIT ISSUANCE FEE $ Q

TOTAL PLANREVIEW FEES $ — 3

TOTAL r\

PERMIT FEES $ d sic NATURE OF ow NEa I OWNER BUILD

DISTRIBUTION: B & S - 11 ( Rev. 7/ 80)

WHEN PROPERLY VALIDATED THIS IS YOUR PERMIT ISSUED By -

PLAN REVIEW VALIDATION PERMIT VALIDATION

222VTAC 3/ 17/ 8W14 $ 144. 33CC


COUNTY OF VENTURA

ADDI if%A Tiro ii 4. DC0111 T

NE DLEAR, NDE NUMEHR

RESOURCE MANAGEMENT AGENCY - DIVISION OF BUILDING AND SAFETYPLAN REVIEW NDMHER


PROJECT

R

LOCALITYw

47M, e DP EDILDINE

o b ...

ERIPTID„

ASSESSOR PARCEL NVMEHR LOT NO TRACT

IN. A. C. 1 CH. 11 ATREeT R. UP DIVI +ION TYPE OF CONSTRUCTION DWeLII y

PHONE NEW A° D / ALTER REPAIR MOVH OL18X

4 2pMAILA LOCHLITV 1260 VIL° INO VALUATION

FIX4111 -. SQ. FT. @$ _ CONTRACTOR TATH LIC BLASE NO. IZH O CA NA..

yy.

Ai7tt% b . iJ3H ?/ H . P. PATIO. FIREPLACE, ETC. oRO

X = SQ. FT. @ _ $ ARCHITECT ENGINEER DE1HJN1. BTATE LIGBN88 NO.

TOT VALUATION $

AIL POOREea PHONF NFN

Fire Protection strict Conditions Yes No El

Domestic Water Source: Private Well - Public— COMPINV NwME)

DTEy.

Method of Sewage Disposal: Private PublicD Icr


BUILDI PLAN BUILDING

LICENSED CONTRACTOR DECLARATION REV FEE $ PERMIT FEE $

1 hereby affirm that I am licensed under provisions of Chapter 9commencing with Section 7000) of Division 3 of the Business and Professions 4NERGY FEE $ STATESEISMIC FEE $

4 PLUMBINGCode, and my,lleee a is in full force and effect. Lic. Nu r License Class G —20

WATER Lwvwro „ r wTH / e „ aweRPOSAL

OTHER

Cont °/ Date

OWNER- BUILDER ARATICDISHWASHERJI.. cwTHeE Ww+ HER PLOOR DRa1M DTH,ER


DT.. IRA OTA L FIXTURE T EACH FEE

0 I, as owner of the property, or my employees with wages as their solecompensation, will do the work, and the structure is not intended or offered Gas Piping Outlets @ $ EA. = $

for sale

I, as owner of the property, am exclusively contracting with licensedPrivate. Sewage

Disposal System @ f EA. _ $

Building Sewer @ $ EA. = Econtractors to construct the project

I am exempt under Sec. , B. & P. C. for this reason


Owner Date _

6o O

WORKERS' COMPENSATION DECLARATIOND33a

I hereby affirm that I have a certificate of consent to self- insure, ora certificate of Workers' Compensation Insurance, or a certified copy thereof

Sec. 3800, Lab. CJ. — OV 10# pLMBG. PLANREVIEW FEE $

PLMBG. p0

PERMIT FEE $ SG MECHANICAL

a PI8_00Company FAO US G) At/ 5Al) Policy No.


Cert ' copy is filed with the Ventura County Division of Building

7

Heated Area LJ @ $ EA. = $

Heating /Cooling Applicance d@ $ /

01EA.= $/

aand Saf or th entur ount I r' a /

spa /r /- (

Omyennnttt.. Appl f Date

Flue @ $ EA. = Er

CERTIFICATE OF EXEA FROM

WORKERS' COMPENSATI N INSURANCE


Ducts j9,90 @ E DOS EA. _ $ C/”

Fan/ Ai ktawdlrn Equipment

Q @ E EA. _ $ / DI 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 subjectto the Workers' Compensation Laws of California.

Applicant DateMECH. PLANREVIEW FEE $ MECH. PERMIT FEE $ 10

NOTICE TO APPLICANT: If, after making this Certificate of Exemption, 6 ELECTRICALyou should become subject to the Workers' Compensation provisions of theLabor Code, you must forthwith comply with such provisions or this permitshall be deemed revoked.

SERVICE NO. S AMPS FE



SQ. Lender' s Name USE /OCCUPANCY T. CO PER

Q. FT. FEE

Lender' s Address

I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and

state laws relating to building construction, and hereby authorize representatives of this county to enter upon the above - mentioned property forinspection purposes. EQUIP. OR MISC. 40' COST EACH FEE

NOTICE

THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTIONAUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CON - STRUCWNOR WORK IS SUSPENDED OR ABANDONED FOR A PER /ODOF D YS ANY TIME AFT WORK IS COMMENCED.

E .

PLANVIEW FEE $ ELEC. PERMIT FEE $ G„ ATD OF ODNTRAOT RI: °° ^ GENT

PERMIT ISSUANCE FEE $ O OTOTAL PLANREVIEW FEES $

TOTAL OD

PERMIT FEESSIGNATURE OF OWNER OWNER emLDER

WHEN PROPERLY VALIDATED THIS IS YOUR PERMIT ISSUED

PLAN REVIEW VALIDATIONPERMIT VALIDATION

222VTAC 2/ 19/ 88 #008 $ 795. 000C

DISTRIBUTION: White — Inspector Blue — Auditor Green — Owner Canary — File Pink — Assessor Goldenrod — Office

S & S - it (Rev. 7 /80)

INSPECTION RECORD

BUILDING

w

DATE INSPECTOR CORRECTIONS - NOTES

ZONING

FOUNDATION: UFERGROUND

SLAB

BOND BEAMS

BOND BEAMS

BONDBEAMS

TILT UP PANELS—/

TILT UP PANELS

FIRE DISTRICT IC

iF _ Al LNGROOF SHEXT

PRE• Wf AP

FRAME

INSULATION

EXTERIOWLATH/ SIDING

INTERIOR LATH/ DRYWALL


UNDERGROUND SOIL,

UNDERGROUND WATER

ROUGH/ TOPbUT

GASXESt

SEWER/ SE/WAGE SYSTEM

MECHANICAL DAT IINISPWR

ROUGH z7 Aa

E LECTRICAL DATE INSPECTOR

TEMPORARY POWER

ROUGH


FINAL GRADING.CERT. REC'D.

BUILDING ADD

INSULATION C JFICATE

PLUMBINGFINAL

MECI4ANICA4, FINAL-, I'

ELECTRICAL FINAL

BUILDING FINAL

UTILITY CLEARAMES DATE INSPECTOR

GA

ELEC,KRICAL

CC; UNT*CF VYEJNTURA

APPI IrATInKI % PERMIT " ZONE CLEARANCE nOM6ER

r

v. . _...... . .

RESOURCE MANAGEMENT AG I Y sOIVISION OF BUILDINGAND SAFETYW ER

SITE INFORMATION BL" Lot" RV 411n,

PN <, E< T . SE o.. V Ln

NTENANT5898 CONDOR DR. MOORPARK IM_PROVMENT OFFICE/ LT. MFG._ SEEEOR P RCEL NUMEER

AE513 - 0- 060 - 10 - I1OT NO TRA< T EST CNO85 STREET

EAL. A. AYE. O

aja.J

ON

ZTYPE OF CONETR UCTION DWELLING UNITS

EN -- NONE

DWCABOTNEW All/ALTER REPAIR HOVE DEMOLI.»

CABOT FORBES 805- 495 - 9992MAIL AOONESS LOCALITY

2801 TOWNSGATE RD. # 101 WSTL . VLG.

vAATION- IzEO Inc w

x LD = Q. FT. @ $ _ $ CONTRACTOR STATE LICENSE N IZe O F RAGE

EXCA ARTHER 233714 SQ. FT. @ $ _ $ MAIL ADeRVE P » DN4 PORCHES, PATIO, FIREPLACE, ETC.

6150 CANOGA AVE, # 209 WOODLAND FITY-T- 1; X = SQ. FT. @ $ _ $

ARCHITECT ENGINEER DESIGNER STATE LICENSE NO.

TOTAL VALUATION $ 1'; 855 920MAIL AOOResa PHONE HFH

Fire Protection piskrict Conditions Yes No

Domestic Water Source: Private Well _ PublicDYES.

COMPANY NAME)

Method of Sewage Disposal: Private PublicD


LICENSED CONTRACTOR DECLARATIONBUILDING PLANREVIEW FEE $ 1281, 45 BUILDINGPERMIT FEE $ ENERGY FEE $

STATE tSEISMIC FEE $ J

I hereby affirm that I am licensed under provisions of Chapter 9commencing with Section 7000) of Division 3 of the Business and Professions

Code, and my license is in full force and effect. 1s

Lic. Nu b License Classw. TER = LesET

12

LANATDRY

4

EAT »rs »OwAL

OTHER

Contractor'- _..._ Date

WNER- BUILDER DECLARATIONSINKS DISNWASNER CLOTHES WASHER LOO. DRAT OYKZR

I hereby affirm that I am exempt from the Contractor's License Law for4

LAUNDRY TUB TR. » e. TE TOTAL FIXTURES cosy EACH PEE


I, as owner of the property, or my employees with wages as their solecompensation, will do the work, and the structure is not intended or offered Gas Piping Outlets @ $ EA. _ $

for sale


Disposal System@ $ EA = $


I am exempt under Sec. , B. & P. C. for this reasonBuilding Sewer @ $• r _ EA,. =-¢,

Water System @ $ EA.

Owner __ Date


WATER HEATER1 '' 6. 00

I hereby affirm that I have a certificate of consent to self- insure, ora certificate of Workers' Compensation Insurance, or a certified copy thereofSec. 3800, Lab , C.). s

Compa y- II Policy No. _ L' 3__kt_7

PLMBG. PLAN '

REVIEW FEE $ PLMBG, PERMIT FEE $ C5


Certified copy is filed with the Ventura County Division of Building

and Safe[ the Ven Co _. _ department. i. /

3./, Applicant Date V

Heated Area IJ @ $ . - A. _ $

Heating /Cooling Applicant¢ @ $ EA. _ $

Flue .,... @ EA. = $ TIFICATE OF EXEMPTION FROM

DuctsAI* .

EA. WORKERS' COMPENSATION INSURANCE

This section need not be completed if the permit is for one hundredor less.) 3(5.($ 1001.,! -. ,.. ..

I certify. that in the performance of the work ' Tor which this permit isissued, d. shall not employ . any person in any manner so as to become subject

rnfyx


I' $ ,. EA. - ..

to the Workers' Compensation Laws of California. MECH. PLAN MECH.

Applicant_._ — ..,.,— Date REVIEW FEE $ PERMIT FEE $

L6NOTICE TO APPLICANT: If, after making this Certificate of Exemption, you should become subject to the Workers' Compensation provisions of the

SERVICE - NO. VOLTS AMPS FEELabor Code, you must forthwith comply with such provisions or this permitshall be deemed revoked.

COML - I 2777480 2_000CONSTRUCTION LENDING AGENCY


Lender' s NameUSE /OCCUPANCY g, -

COSTPER

SQ. FT. FEE' _ ILender' s Address — -

OFFICE 55 948I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances andstate laws relating to building construction, and hereby authorize representa- z

tives of this county to enter upon the abovementioned property forEQUIP. OR MISC. NO. 1. RATING COST EACH Iinspection purposes.

NOTICE PANELS 1 10

THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTIONAUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CON- STRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIODOF 180 D ANY

TJAFTER COMMENCED.

ELEC. PLAN ELEC.

7 x, eREVIEW FEE $ PERMIT FEE $

IS r CONyRACTOR OR AUTHOIINEE D A. En,—

PERMITISSUANCE. FEE$

L AOINATUNE OF OWNER OWNER GUILDER) TOTAL.PLANREVIEW FEES $

TOTAL R--'• nt s, s PE MITFEES SJ ' D -Vv

WHEN PROPERLY VALIDATED THIS IS YOUR PERMIT ISSUED BY


l

122VTACIVI? /87#006 $ 17574. 49CC 222VTAC 1%15/ 88 #010 $ 514,28. iOCC

DISTRIBUTION: White - Inspector Blue - Auditor Green - Owner Canary - File Pink- Assessor' Goldenrod - OfficeS - it (Rev. 7 /90) -

9INSPECTION RECORD

BUILDING DATE INSPECTOR CORRECTIONS -- NOTES

ZONING - I- OUNDATION: UFERGROUND

SLAB of

VA

cu

rMSgr BT) NU BEAMS

7BOND BEAMS ;

T " L T UP PANI I

TILT UP VA i_.>

dCZ % Lace- 0 6 — IZ FGI IRE DDS! RIOT

FI () OR FRAMING

RUDE SHFAPUNG -- - - - -- - -NI AL Dj:F_#s' bt-x4Aro

PRI WiLAP

FRAMF

INSULATION

EXIFRIORLAlH /SIDING — -

IN.lERIOR LAHA /DRYWALL

PLUMBING

UNDERGROUND SOIL

UNDERGROUND WAI I R

ROUGH( FOP OUT

CAS TLST



ROUGH

i a

ELECTRICAL

TEMPORARY POWER

ROUGH __. _...

FINAL INSPECTIONS

FINAL GRADING CERT. REC' D.

BUILDING ADDRESS


PLUMBING FINAL

MECHANICAL FINAL

ELECTRICAL FINAL

BUILDING FINAL

UTILITY CLEARANCES

GAS

ELECTRICAL

DATE .] INSPECTOR

DATE I INSPECTOR

DATE I INSPECTOR

24P r or_U4Uitti+-v 2 tb.Z- 1 fiooa FeA1t+

Qy Lj M fI INli 4IIbT UV / iL4. Y

sr a 17

O

r

COUNTY OF VENTURA

NE CLEARANCE NUMBER

RESOURCE MANAGEMENT AGENCY - DIVISION OF BUILDIIOGAND SAFETYFLAN REVIEW NUMBER


LOC TTPA.,. A40.VSSDESCRIPTION

ItEEESEO = U EE R' -'

QOT NO. TRMCT N OT4OES STREET

vL

ORO° P DIVISION Tv PE OF C1" ATRUCTION W ELL, xc uHITE

ILIV,LI4- 96 +

PXON ` NEW OD / ALTER REPAIR N DEMOTION

DRESS t DD T

b6vy / W! IZE ° P BUILD... =

SQ. FT. @ ° °

TNATIex

ACTOR / / [ NEE O.

i C ' ( i, 4.CLr / / 3D'E

OIZE OF GARAGE

X = SQ. FT. @ $ _ $ MAIL ESS

e

L _ S_ / 7 OP Ie, PI E, Tc. EE.

XAT - SQ. FT. @$ _$ .

ARCXITECT H N ROE HION[ R STATE LICENSE NO.

I- '? OTOTAL VALUATION $

ADPREGS

fir, 'PH , HFH

Fire Protection District Conditions Yes El No El

Domestic Water Source: Private Well PublicCOMPANY NAME)

xGTEE:

Method of Sewage Disposal: Private _ Public





STATE

SEISMIC FEE $

A PLUMBINGY

Code, and my license is in full force and effect.

Lic. Number 3o j7 La License Class

Contractor M(, I VS Date I - 27-d HATE% LOSET LA T UATx /SNOW[ R TA' OTHER

OWNER - BUILDER DECLARATIONSINES DISHWASHER CLOTHES WASHER TD DRAIN DTN

D I hereby affirm that I am exempt from the Contractor' s License Law for

the following reasonA HEATER URE

L E. E TJA c. J e C' 0J1, 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 Gas Piping Outlets @ $ L . 5-0EA. = $ for sale

1 I, as owner of the property, am exclusively contracting with licensedPrivate Sewage

Disposal System @ E EA. _ $



Water System @ $ EA. = $ 1 .5Owner Date

WORKERS' COMPENSQTION DECLARATIONLo

D

o

I hereby affirm that 1 have a certificate of consent to self- insure, ora certificate of Workers' Compensation Insurance, or a certified copy thereof

Sec. 3800, Lab. C. J. —! Company Dj rLt Otifi %/L Policy Note—

PLMBG. PLAN PLMBG. C

REVIEW FEE $ PERMIT FEE $ ' U

5 MECHANICAL

LY Certified copy is hereby furnished.

El Certified copy is filed with the Ventura County Division of Building Heated Area r}-,IL:J @ $ EA. = $

Heating /Cooling Applicance @ $ EA. _ $ and Safety or the Ventura County _ department.

Applicant 11- A . " - lateFlue @ $ EA. _ $

CERTIFICATE OF EXEMPTION FROM


This section need not be completed if the permit is for one hundreddollars ($ 100) or less.) Fan /Air Handling

Equipment@ $ EA = $

I certify that in the performance of the work for which this permit isissued, I shall not employ any person in any manner so as to become subjectto the Workers' Compensation Laws of California.

MECH. PLAN MECH.

Applicant Date REVIEW FEE $ PERMIT FEE $

6 ELECTRICALNOTICE TO APPLICANT: If, after making this Certificate of Exemption, you should become subject to the Workers' Compensation provisions of theLabor Code, you must forthwith comply with such provisions or this permitshall be deemed revoked.




Lender' s Name USE /OCCUPANCY SO. FT. COSTPER

SQ. FT. FEE

Lender' s Address


NOTICE

THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTIONAUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CON- STRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PER /ODOF 180 AFTER WORK / S COMMENCED.

cELEC. PLANREVIEW FEE $ ELEC. PERMIT FEE $

R ..--A R DP --- T ... TOR oR ALT ....... AGE. T


TOTAL PLAN ( fi r- REVIEW FEES $ , d -

TOTAL fL . SPERMIT FEES $ SIGNATURE OF OWNER JIF OWNER BUILD


f ` tPLAN REVIEW VALIDATION

PERMIT VALIDATION

272VTAC 1/ 24/ 88#007 $ 211. 75CC

DISTRIBUTION: White — Inspector Blue — Auditor Green — Owner Canary — File Pink — Assessor Goldenrod — OfficeB & S - 11 ( Rev. 7/ 80)

a

INSPECTION RECORDC,O AJAdZ/

BUILDING PrATE INSPECTOR CORRECTIONS - NOTES

ZONING

D/Yh j Iiil

t


SLAB.

BOND BEAMS

BONDBEAMS

BOND BEAMS

TILT UP PANELS,'

TILT UP PANES S

FIRE DISTRICT

FLOOR FRAMING

ROOF SHEATHING

PREY WRAP

FRAME

INSULATION

EXTE IOR LATH /SIDING

INTE OR LATH /DRYWALL

PLUMBING DATE

UNDERGROUND SOIL j

NF--`ECtORUNDERGROUND WATER%

ROUGH /TOP OUT

GAS TEST

SEWER/ SEWAGE SYSTEM


ROUGH


TEMPORARY POWER

UGH



BUILDIN DRESS

INSULATI NCERTIFICATE

PLUMBING FINAL l .

MECHANICAL FINAL

ELECTRICAL FI

BUILDIN INAL.

UTILITY LEARANCES DATE INSPECTOR

GAS

E ECTRICAL

COUNTY OF VENTURA

ADDI if- ATinkii 2. D'CQRAITON6 CLe ARwNC... MEE K

I •••• • •

RESOURCE MANAGEMENT AGENCY - DIVISION OF BUILDING AND SAFETYAN HVIHW NUMBER

1 SITE INFORMATION 3 BUILDING

EOT woow ESE LOCAI. Tl

A1:

BUILOINO BE lto"

AR-

996990R PARCEL NUMBER LOT NO. TR/ 1CT NEAREST CROSS BTRfifiT GROUT DIVISION TYPE Or CONSTRUCTION OWS"" Ma UNITS

erp ICSR

OT GkgoTwEO/ ALTER REPAIR MOVE DEMOLISH

AD vsi LocwuTY nzE or awLV mo VAVALUATION

5 L X 1361 X = SQ. FT. @$ _$

coxjj AcreSTATE LICENSE NO.

2Z OK

ilzE Or' TAOE

X = SQ. FT. @$ "$ MAIL DORe9f r

e

19, T S-r rC Xel,- ` 1

I. ... 9, PATIO, FIREPLACE, RTC.

I X = SQ. FT. @ $ _ $ NmNeeR e.... BR 9TATe ucenBe no.

c14G

it OZ iTOTAL VALUATION $

Y Iu wv. EO

5o9 HFH


NOTES:

Domestic Water Source: Private Well PublicCOMPMNY NMMEI

Method of Sewage Disposal: Private PublicD urw cT





STATE $

SEISMIC FEE

A PLUMBINGCode, and my license is in full force and effect.

Lic. Number k License Class ( 21- 10wwTO R e. eEeT Lwv. TDRY BAR... wi

oTNeR

Con Date I f J T eA ° "` A C1. y... WA.... Loo. DRAIN eIN..


I hereby affirm that I am exempt from the Contractor' s License Law for Lwu. D. Y TUB wT.. NEATEN TOTAL PI. TURBS T EwcN PER


1, as owner of the property, or my employees with wages as their solecompensation, will do the work, and the structure is not intended or offered Gas Piping Outlets @ $ EA. = $

for sale

ED 1, as owner of the property, am exclusively contracting with licensedPrivate Sewage

Disposal System@ $ EA. _ $

Building Sewer @ $ EA. _ # contractors to construct the project


Water System @ $ EA. _ $

Owner Date



Sec. 3800, Lab. C.). `` 4` REVIEW FEE $ PERMIT FEE $

Company lQSR tOr. MIFTIOMA°.L— Policy No. LLN.Ct tOLl07L 5 MECHANICAL


El Certified copy Is filed with the Ventura County Division of Building Heated Area i, LI IN $ EA. = $

Heating /Cooling Applicance @$ EA. =$ and Safety turaSCouny depart ent.

Applicant Date _ t L G SFlue @ $ EA. = $


Ducts @ $ EA.= $ WORKERS' COMPENSATION INSURANCE

This section need not he completed if the permit is for one hundreddollars ($ 100) or less.)

1 certify that in the performance of the work for which this permit isissued, I shall not employ any person in any manner so as to become subject


@ $ EA. _ $ -

to the Workers' Compensation Laws of California. MECH. LAN ECH.




OCONSTRUCTION LENDING AGENCY

I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issue ( Sec. 3097, fQW. C.). a

Lender' s NameC, PlJTlUEnt TAt- 1LL- tWOIS NkTtOMA-k - OAJ-& USE /OCCUPANCY S0. FT. C0TfPER

SQ. FT. FEE

Lender' s Address LA T9lmn

I certify that 1 have read this application and state that the aboveoinfor- mation is correct. I agree to comply with all city and county ordinances and

state laws relating to building construction, and hereby authorize representatives of this county to enter upon the abovementioned property forinspection purposes. EQUIP. OR MISC. NO. RATING COST EACH FEE

NOTICE S 'DTHIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTIONAUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CON- STRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PER /ODOF 180 DAYS ANY TIME AFTEERK IS COMMENCED.' r T'A

Y/) ELEC. LAN ELEC.

REVIEW FEE $ PERMIT FEE $ OCsnanwry IN or C.. TR. CT.. DR A. T... I ... ... nT


TOTAL PLANREVIEW FEES $

TOTAL p

PERMIT FEES $ pawnwTURe or owNER v ownm BmLDBR

WHEN PROPERLY VALIDATED THIS IS YOUR PERMIT I RV


e 2" VTAC 1128188 #010 $ 880. 000C

UTION: White — Inspector Blue — Auditor Green — Owner Canary — File Pink — Assessor Goldenrod — Officea9. 7/ 80)

7

i

x,:94 e`.., A_.

INSPECTION RECORD

vBUILDING DATE INSPECTOR CORRECTIONS — NOTES

ZONING

c

i_ "


SLAB

BOND BEAMS

BOND BEAMS

BOND BEAMS

TILT UP PANELS

TILT UP PANELS

FIRE DISTRICT

FLOOR FRAMING.,

ROOF -SHEATHING

PRE -W RA

FRAME

INSULATION

EXTERIOR /LATH /SIDING

INTERIOR /LATH /DRYWALL


UNDERGROUNUSOIL

UNDERGROUND WATER

ROUGH /TOP OUT

GAS TEST

SEWER / WAGE SYSTEM


ROUGH


TEMPORARY POWER

R GH

FINAL INSPECTIONS ~ DATE ,. INSPECTOR

FINAL GRADING CERT. RECD.

BUILDING ADDRESS"

INSULATION CER KATE

PLUMBI FINAL

MECHA CAL FINAL

LECTRICAL FINAL c q SJ j s 5

BUILDING FINAL


GAS

ELECTRICAL 14 I 7 !%1!-

L

Yom... WNW m., iiiiisairmANCEr

DEPARTMENT O VITY DEVELOPME14T

ZUNI CLE ARANCE NO. CASE REFERENCE NO. t!F 4>02

PRY!O,J/E CT, A},DI R LOCALITY ZfJE CODE SECT. NO. OPEN SPACE PLANESS

ASSESSOR PARCEL NO. NEAREST CROSS ST. LOT WIDTH / LOT DEPTH LOT AREA

PROPOSED USE( S) ?' t- VLA '(: MIN. FRONT YD. MIN. REAR VD.

DOWNER PHONE MIN. SIDE YD. MIN. SIDE YD. ( REAR 1/ 3)

MAIL AODRES5 MAX. HEIGHT ", MT. BETWEEN SLOGS.

lo( APPLICANT PHONE REQUIRED PARKING ( 9' z 20' per apace)'

r.: P

OPEN; CARPORT; GARAGEM IL. ADD ES ENVIRONMENTAL DOCUMENT

1Z 2 SCEXEMPT CD ND /CND p EIR

r SHOW LOCATION O.F- ,EXISTING AND PROPOSED BUILDINGS AND ACTUAL DISTANCES TO PROPERTY LINES AND BETWEEN BUILDINGS.

k

a

BALL 1 t0, 1" Llw ul i

em

a

r

z , ! C n

777

mI <?

L i 1 , r_' Go { 2 b i2 tit

e ,, r SPECIAL CONDITIONS UK REQU

X, •NOTICE: Before foundation; ingpaetion, lot line shall pajderRifi} a iy`owner' " yam f

V. ' or authorizib a It' f ^'1, _;, 1 -. ' P. rr`,+

NOTI This clearance become null and void if work o ' mStruetIm(1su- thorized is not,eommenced within, or is suspended or shaddoned. for a pEriodrot,, 1 p0 dsy4. I I ...,

STATEMENT: 1 here4y acknowledge that I hays III this z e }rapes and - -

r @itr hat the i0formation all is correct a -W Mt4 epmPW

with all provisions of the county zoning ordinance Eode. APPLICANT' S Slug R,f,.,.,;_yy DATE" APP : 99 AL. SIGNATUR

WHEN PROPERLY VALIDATED THIS IS YOUR ZONING CLEARANCA

TS::..

DATE

G. 407-6

f

i'43ti?.'i

I «s -nw " a< DISTRIBUTION; Whiter Planning Canary — Building and Safety Pink — Applicant Goldenrod — Auditor Controller

0

m

COUNTY OF VENTURA

APPI ICATICNU Z PFRMITEER

RESOURCE MANAGEMENT AGENCY — DIVISION OF BUILDING AND SAFETY` EVI. w Nu M{{ n


wmECT woowo. LocwLlTr

a coNI iz- DeIVE rncqv- Pu. a or . ulLOlxa ', O.. cnlmoN

u {uON rw" c { L...... LOT No T ... T

J.SA ... T c" OS.. 1 ... T R.. T OIVIS T » s on CONSTRUCTION U OW[ LLINO UNIT.

OWNER— " NONE

AA

N{ w AOO / ALT. n R6rw IR MOV{ O { MOLL.

Or-D.. S.. LOCALITTw. L IZE . r { VILOINO VALUATION

X1=

SQ. FT. @$ GONTTRAGTOR I. T. . L...... NO.

1O L, IO / GIZ{ E .. KAO.

X = SQ. FT. @$ _$ NAM R6.. rMONE L7

Ae3 a ' . qROw CX6.. " wT10, 1114E ILA.., ETC.

X = SQ. FT. @ $ _ $ ARCHITECT ENOm.. R oK. 1... AT. LI C. N.. No.

TOTAL VALUATION $

AIL Aeon... INe.. NFH


Domestic Water Source: Private Well _ PublicICeMrANT xAMEI

orm

Method of Sewage Disposal: Private _ Publiceurnmr



LICENSED CONTRACTOR DECLARATION REVIEW FEE $ PERMITFEE $

1 hereby affirm that I am licensed under provisions of Chapter 9commencing with Section 7000) of Division 3 of the Business and Professions ENERGY FEE $ STATESEISMIC FEE $

4 PLUMBINGCode, and my license is in full force and effect. r0 r Lic. Number License Class c -W

AT....... T LAV..... ATx /. NeW. R

o.... ".°. IeT...

Contractor 7-((F6NIF(LJ!2 TY Date.

OWNER - BUILDER DECLARATIONFINN. CI. Hww... R CLOTHES WASN { n PLOOn OwwlN 1...


AUxORT Tv WT.. H.. I. n TOTAZ rlxrawi ce. T [ AC. riE


for sale

F-1 1, as owner of the property, am exclusively contracting with licensedPrivate Sewage

Disposal System @ $ EA. _ $


1 am exempt under Sec. , B. & P. C. for this reason


Owner Date


I hereby affirm that I have a certificate of consent to self- insure, ora certificate of Workers' Compensation Insurance, or a certified copy thpreef PLMBG. PLAN PLMBG.

Sec. 3800, Lab. C.). TT , I,Ps- W _ Company FQEhIF7 Or Tamm Policy Nolo d

ITCertified copy is hereby furnished.

E3 Certified copy is filed with the Ventura County Division of Building

REVIEW FEE PERMIT FEE $

C... v

5 a

74 , tr

Heated Area L, L' 1 @ $ EA. = $

Heating /Cooling Applicance @ $ EA. = $ and Safety or the entura Count r department.

Applicant Date

Flue @$ EA. =$ CERTIFICATE OF EXEMPTION FROM

Ducts @ S EA. = $ WORKERS' COMPENSATION INSURANCE



Fan /AiFi4andlingEquipment a @ $ EA. _ $

I G s, 00 = S r( J'OMECH. PLAN C

Applicant Date REVIEW FEE $ PERMITFEE $





Lender' s Name USE /OCCUPANCY SQ. FT. PER

SQ. FT. FEE

Lender's Address


NOTICE

THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCT /ONAUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CON- STRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIODOF 180 DAYS ANY TIME AFTER WORK IS COMMENCED.

I ELEC. PLANREVIEWFEE $ ELEC. PERMIT FEE $

i . 16NATVRi Or CONTRACTOR OR wVTNORIZ[ O A6[ NT


TOTAL PLAN

REVIEW FEES $ TOTAL FEES $ SIGNATURE or OWNER JIF OWNER 111111GEw

WHEN PROPERLY VALIDATED THIS IS YOUR PERMIT ISSUED¢


Mfrs" urt111AFNI l.A 995. fUY7:

6TRIBUTION: White — Inspector Blue — Auditor Green — Owner Canary — File Pink — Assessor Goldenrod — Office

Srq9 & t- . - AINSPECTION RECORD

BUILDING DATE INSPECTOR CORRE - NOTES

ZONING

v/ /

9


SLAB

BOND BEAMS'

BOND BEAMS

BOND BEAMS

TILT UP PANELS

TILT UP PANELS

FIRE DISTRICT

FLOOR FRAMING

ROOF SHEATHING

PRE -WRAP

FRAME

INSULATION




UNDERGROUND SOIL

UNDERGROUND WATER

ROUGH /TOP OUT

GAS TEST



ROUGH


TEMPORARY POWER

ROUGH



BUILDING ADDRESS


PLUMBING FINAL

MECHANICAL FINAL

ELECTRICAL FINAL

BUILDING FINAL


GAS

ELECTRICAL

a A

COUNTY OF VENTURA

ADDI If%ATIr%K1 JL DGDRAITpM.

t.. IIPP ....- f ...... M

RESOURCE MANAGEMENT AGENCY — DIVISION OF BUILDING AND SAFETYrLwx navlew xuMaaw


rna/, T oowa •

QLya uta or vul no oafcwlrrlox

AtfiffOR rwReiL NYMaiR LOT xO. TRwOT 6wR.. T ..... . T... T 6w. Vr DIVISION TVrn OI CON. Tw VCT10X OWaLLIx6 VNITa

pWryeN rN Ne

e1N6w wOO /ALT6. warAl. MOVE OeMOL1101

wIL . Omeff LOCALITY IS. Or eVUOlxaVALUATION

co rew -, a

L Wy tlux. or a nwa• -

WAIL ADOws yyrxoxe

fz fiv ZI f %.3 % Lo...... PAY'.. ruerLwc., ETC.

X = SQ. FT. @ $ wcxrtaar • Xelxe . uoxew . rwrs uc. N. a No.

TOTAL VALUATION f

AIL....... P. O.. NFN


Domestic Water Source: Private Well _ PublicIpeMrAryv xwM. l

OTe. i

Method of Sewage Disposal: Private - PublicOurw cr



REVIEW FEE $ BUILDINGPERMIT FEE $ 3 O

1 hereby affirm that I am licensed under provisions of Chapter 9commencing with Section 7000) of Division 3 of the Business and Professions

Code, and my c Is in f II force and effect. /r A.

Lic. Number + Z License Class `

Contractor 1 Date

ENERGY FEE $ STATESEISMIC FEE $ Q PLUMBING

wwT. w cLe. YT LAVATORY wrN /. xow. w p sIOULorxsn

OWNER- BUILDER EC TIONIXXf plsxww. ryeR eLOrNes ww. Nan rLOpR Al- orry. R


Lwuryewv rua wTR. N. wreR rorAL rlxruw ef; co. T . wcX

I, as owner of the property, or my employees with wages as their solecompensation, will do the work, and the structure is not intended or offered Gas Piping Outlets @ E EA = $

for sale

C3 1, as owner of the property, am exclusively contracting with licensedPrivate Sewage


Building Sewer @; EA. ; contractors to construct the project

1 am exempt under Sec. , B. & P. C. for this reason


Owner Date


I hereby affirm that I have a certificate of consent to self- insure, ora certificate of Workers' Compensation Insurance, or a certified copy thereofSec. 3800, Lab. C.).

PLMBG. PLAN

REVIEW FEE PLMBG. PERMIT FEE $ MECHANICALCompany Policy No.

3 Certified copy is hereby furnished.

1 Certifiedtcopy is filed with the Ventura County Division of BuildingHeated Area L, u @; EA. = $

Heating /Cooling Applicance @$ Eand Safety o nty Oepaitment.

ApplicantT 7Date

Flue @$ EA. =$


Ducts @; EA. =$ WORKERS' COMPENSATIONINSURANCE

This section need not be completed if the permit is for one hundreddollan f$100) or /on.)

1 certify that in the performance of the work for which this permit isIssued, I shall not employ any person in any manner so as to become subjectto the Workers' Compensation Laws of California.

Applicant Date

Handlingr Handl

Fan /AiAiHandlEquipment @ $ EA. _ $

MECH. PLANREVIEW, F $ PERMITFEE $




I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued ( Sec. 3097, Civ. C.). Lender' s Name USE /OCCUPANCY SQ. FT. CSC F ER FEE

Lender' s Address

I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances andstate laws relating to building construction, and hereby authorize representatives of this county to enter upon the abovementioned property forinspection purposes. EQUIP. OR MISC. N RATING COST EACH FEE

NOTICE

THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTIONAUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CON- STRUCTION OR WOR IS S4iPENDFD OR ABANDONED FOR A PERIODOF 180 DAYS ANY E AlIFTER PORK IS COMMENCED.

ELEC. PLANREVIEW FEE $ ELEC. PERMIT FEE $

fla Xwru Rea ... Tw weTNewlaee Ap. xr

PERMIT ISSUANCE FEE $ A* Q

REVIEW FEES $ pEV PERMIT FEES $ j} J c/ ua NATUna or ow.. n III owna. • mwse

an

mE

N

d0 DISTRIBUTION:


PLAN REVIEW VALIDATION - PERMIT VALIDATION

22MAC 2 -15- 85#002 $ 48. 5=


I

SI'S91 INSPEQTION„RECORD

BUILDING DATE INSPECTOR CORRECTIONS — NOTES

ZONING


SLAB

BORED BEAMS

z

BOND BEA

BOND BEAMS

TILT UP PANELS

TILT UP PANELS

FIRE DISTRICT

FLOOR FRAMING

ROOF SHEATHING

PRE -WRAP

FRAME

INSULATION



PLUMBING D E INSPECTOR

UNDtR iUNDSOIL

UNDERGROUND WATER

ROUGH /TOP OUT

GAS TEST



ROUGH

EWT*tKQAL DATE INSPECTOR

TEMPORARY POWER

ROUGH



V <` 6N.LDII J ADDRESS', ,

PLUMBING FINAL

oWEHELECTRICAL FINAL

UTILITY CLEARANCES ATE INSPECTOR

GAS

ELECTRICAL

e4 _ sy i _ i.- :.3+'• " " a: , w y N, k,. . 0 .. ri

0

0ronm

COUNTY OF VENTURA

APPI IrATHIIU Z PERMITZONE CLEwRANCE NUMBER

RESOURCE MANAGEMENT AGENCY — DIVISION OF BUILDING AND SAFETYPLAN REVIEW NUMBER


PRO, E tw ITY

rI, A S

USE OF BUILDING OEEC RIPTION

ASSIEtSCH PARCEL NUMBER ZARMAOR $ TRUST GROUP DIVISION TYPE OF CONSTRUCTION A

O PNON NEW ADD / ALTER REPAIR MOVE DEMOLISH

E OF VALUATIONLOIN° _

SQ. FT. @ $ _ $

VALUATION

w T R A w size o cE

EE CACHE PPTIO, FIR EPLw CE, ETC.

IT ER

TOTAL VALUATION $

D Es _ g HFH

Fire Protection District Conditions Yes 0 No 0

Domestic Water Source: Private Well PublicOTES.

IO MPANY NAME)

Method of Sewage Disposal: Private PublicDISTRICT


BUILDING PLAN BUILDINGLICENSED CONTRACTOR DECLARATION REVIEW FEE $ PERMIT FEE $

I hereby affirm that I am licensed under- provisions of Chapter 9commencing with Section 7000) of Division 3 of the Business and Professions ENERGY FEE $ STATESEISMIC FEE $

Code, and my I' n e is in u to a and effect. A PLUMBINGTLic. Numbe ense Class

SISTER OL ° E LAVATORY BAVH, S " DwERDISPOSAL

OTHER

Contracto Date

OWNER - BUILDER DECLARATIONswHS olsHwwSH ER CLOTHES WASHER LOON DRAI OTHER


LAUNDRY TUB TH. HEATER TOVALFIXTURaS - COST EACH FEE


for sale


Disposal System @ $ EA' = $


I] I am exempt under Sec. , B. & P. C. for this reasonBuilding Sewer @ $ EA. = $


Owner Dater

WORKERS' COMPENSATION DECLARATIONr I

I hereby affirm that I have a certificate of consent to self- insure, ora certificate of Workers' Compensation Ipsurance, or artified cosec. 3800 a C.). -^

PLMBG. PLAN

REVIEW FEE $ PLMBG. PERMIT FEE $ i/

y- '-{

W.(/ company — Policy N 5 MECHANICAL0 Certified copy is hereby furnished.

Certified copy is filed with he entu a ou ivlsion of Building Heated Area @ $ EA. = $

and Safety Ventur ounty department

4:219 Heating /Cooling Applicance @ $ EA. = $

Applican Date - sueFlue @ $ EA. _ $

C RTIFICATE OF E EMPTTIIIOON FROM



I certify that in the performance of the work for which this permit is


@ $ EA. = $

issued, I shall not employ any person in any manner so as to become subjectto the Workers' Compensation Laws of California.

MECH. PLAN MECH.



SERVICE NO. VOLTS AMPS FEELabor Code, you must forthwith comply with such provisions or this permitshall be deemed revoked.


I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued ( sec. 3097, Civ. C.).

Lender' s Name USE /OCCUPANCY SO. FT. COST PER

SO. FT. FEE

Lender' s Address

I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances andstate laws relating to building construction, and hereby authorize representatives of this county to enter upon the above - mentioned property forinspection purposes. EQUIP. OR MISC. NO. RATING I COST EACH FEE

NOTICE OS

THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCT /ONAUTHOR /ZED IS NOT COMMENCED WITHIN 180 DAYS, OR / F CON-

1

STRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIODOF YS ANY T/M FTER WORK IS COMMENCEO.

ELEC. PLAN ELEC. 0REVIEW FEE $ PERMIT FEE $ d"

BIDN. TUNA OF I.-- H ... HTHORiF A°

PERMIT ISSUANCE FEE $ DTOTAL PLANREVIEW FEES $

TOTAL ' I Q(JPERMIT FEES ; LSIGNATURE OF OWNER JIF OWNER BUILD

WHEN PROPERLY VALIDATED THIS IS YOUR PERMIT ISSUED e


BUTION:

1


S69 j INSPECTION RECORD


ZONING

FOUNDATION: UFERGROUND'

SLAB

BOND BEAMS i

BOND BEAMS

BOND BEAMS

TILT UP PANELS

TILT UP PANELS

FIRE DISTRICT

FLOOR FRAMING

ROOF SHEATHING

PRE -WRAP - - --

FRAME

INSULATION

EXTERIOR LATH %SIDING



UNDERGROUND-5011-

UNDERGROUND WATER

ROUGH /TOP OUT

GAS TEST—



ROUGH

ELECTRICAL- DATE ANSPECTOR

TEMPORARY POWER

ROUGH

FINAL 4NSPE6TiONS' " — t ' EkATE INSPECTOR

FINAL G-RADdNG CERT. REC' D.-

BtNLD(NG ADDRESS

INSULATION CERTIFICATE:' ' At

PLUMBING FiNAt- 3' MECHANICAti IN'At -..' - -- -- -

ELECTRICAL FIN L - -

BUILDING FINAL

UTILITY CLEARANCES DAT INSPECTOR

GAS

ELECTRICAL

ua^ •ae..' u_:.r 6

r

COUNTY OF VENTURA

ADDI I!' ATInki 4. DCDRAIT 1ZONH CLEwRwryCH NVM \¢ R

RESOURCE MANAGEMENT AGENCY — DIVISION OF BUILDING AND SAFETYPLAN YVI6W XVNH¢


LOCALITY VIH OF HVILOIXO OC IPT...

ASSESSOR PARCEL NVMHHR T NOG. Tf{= NEARESTeeTPCROii STREET aaouP DIVISION Tvee OF C CTION

IDWELLING UNITS

t

ryH

6or Lam% /{. r .,

H F, WXC ADO /ALTER MOVE OcMOLISH

w. L A..... I Lot. lTV ; ', OF eu LOINOVALUATION

X = SQ. FT. @$ _$ erwTE uc¢ XSe o

a,3SIZE of Gwawee

X SQ. FT. @ $ _ $

AIL AOOR RSi

VPORCNE9.

XwT E - ce, Erc.

SQ. FT. @

ARCHI CT ........ OHEIO XeR STATE LIC Cryic NO:

TOTAL VALUATION $

wu wooer eic P. o. e HFH

Fire Protection District Conditions Yes E] No E3

Domestic Water Source: Private Well PublicICOMPANT NAM¢ I

oTES.

Method of Sewage Disposal: Private PublicP



LICENSED CONTRACTOR DECLARATION t': REVIEW FEE $ PERMIT FEE $

ENERGY fEE $ f STATE + '. IS°Pull fEE $ I hereby affirm that I am licensed under provisions of lQlaptler' 9commencing with Section 7000) of Division 3 of the Business and PrLfessions

Code, and my licae[ Iss is in u I o cc and effect. n /

Lic. Number j License Class C..-

Contractor Date

A PLUMBING4WATER GLOSET LAVwTOaV HAT. / SH OwER

ISPOSAL

OTHHR

SINHS SHwwsH¢ CLOTHES w PLC OR DRAT OTHER


I hereby affirm that I am exempt from the Contractor' s License Law for ANNORT To TR. HEATE D TUR¢ s- COST EACH P..


1, as owner of the property, or my employees with wages as their solecompensation, will do the work, and the structure is not intended or offered Gas Piping Outlets @ $ EA. = $

for sale


Disposal Syste@ $ EA. _ $

Buildin g er @ $ EA. _ $ contractors to construct the project

0 I am exempt under Sec. , B. & P. C. for this reason

war System @ $ EA. _ $

Owner Date j

WORKERS' COMPENSATION DECLARATION"


Sec. 3800, b—.. )—

Company i+ ' '° ePolicy NJW

6117, REVIEW FEE $ PERMIT FEE $

5 MECHANICAL

0 Certified copy is hereby furnished,

J- CL'ififie Copy Ventura County Division of BuildingHeated Area EA. _ $

Heati ng /Cooling Applicance @ $ EA. =

with

and Safer department.

n tApplicant P

Flue @ $ EA. = $




Fan "Airpmenting @ $ EA. _ $


Applicant DateMECH. PLANREVIEW FEE $ ECH. PERMIT FEE $ 6 VIL ECTRICALNOTICE TO APPLICANT: If, after making this Certificate of Exemption,

you should become subject to the Workers' Compensation provisions of theLabor Code, you must forthwith comply with such provisions or this permitshall be deemed revoked.

SERVICE NO, VOLTS AMPS FEE

L 77 OM p{ j 3,SO° CONSTRUCTION LENDING AGENCY


Lender' s Name USE /OCCUPANC SQ. FT. COST PER

SCL FT. FEE

Lender' s Address

1 certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and

state laws relating to building construction, and hereby authorize represents - tives of this county to enter upon the above - mentioned property forInspection purposes.

t rrr! _ CC d Q S QO 01s bf_- 0 Q

EQUIP. OR MISC. NO. RATING COST EACH FEE

NOTICE tIS FOR/YJFR 1rt4Z f0 sly 2( OV

THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCT /ONCUTHOR /ZED IS NO MENCED W /TH /N 180 DAYS, OR / F CON - TR N OR W K /S USPE OR ABANDONED FOR A PERIOD

AN TIM • FTE WO C IS CO MENCED.

A { 7 X Qr 9

C. PLANREVIEW FEE $

ELEC. 0PERMIT FEE $ Alq

SIDNATUPE F CONTRACTOR ON AUTN. ROZ. O AGENT t OPERMIT ISSUANCE FEE $ 03TOTAL PLAN s-yREVIEW FEES $ r . TOTALPERMIT FEES $ a

IGNATURE OF OWNER t1F OWNER HVILOER

WHEN PROPERLY VALIDATED THIS IS YOUR PERMIT ISSUED a

PLAN REVIEW VALIDATIONPERMIT VALIDATION w'r

t =T€ c'' 4A tr- e nF ntIBUTIOTI hits — Inspector Blue — Auditor - Green - Owner Canary — File Pink — Assessor Goldenrod — Office

S6 INSPECTION RECORD

BUILDING DATE INSPECTOR CORRECTIONS - NOTES

ZONING

Met, IHo us-0- Met , dy l y

FOUNDATION: UFER GROUND

SLAB

BOND BEAMS

BOND BEAMS

BOND BEAMS

TILT UP PANELS

TILT UP PANELS

FIRE DISTRICT

FLOOR FRAMING

ROOF SHEATHING

PRE -WRAP

FRAME

INSULATION




UNDERGROUND SOIL

UNDERGROUND WATER

ROUGH /TOP OUT

GAS TEST


MECHANICAL DAT INSPECTOR

ROUGH


TEMPORARY POWER

ROUGH



BUILDING ADDRESS


PLUMBING FINAL

MECHANICAL FINAL

ELECTRICAL FINAL LE MBUILDING FINAL


GAS

ELECTRICAL

l

g

tV I , 1 rCITY OF MOORPARK - dt'

ZONING CLEARANCEDEPARTMENT OF COMMUNITY DEVELOPMENT

ZONE CLEARANCE NO. zr _ CASE REFERENCE NO. 4 % X80PROJECT ADDRESS LOCALITY ZON CODE SECT. NO. OPEN SPACE PLAN

ASSESSOR PARCEL NO. NE EST CROSS ST. LOT WIDTH LOT DEPTH LOT AREA

v -1 1,97- f / dPROPOSED USE( S) MIN. FRONT YD. MIN. REAR YD.

OWNERA

P ONEi Cor

MIN. SIDE YO. MIN. SIDE YD. ( REAR 1/ 3)

yMAIL ADDRESS r' D/ MAX. HEIGHT MIN. DIST. BETWEEN BLDGS.

APPLICANT PHO f REQUIRED PARKING O' x 20' per space)

OPEN; CARPORT; GARAGEMAIL ADDRESS ENVIRONMENTAL DOCUMENT

EXEMPT O ND /CND O EIRr

SHOW LOCATION OF EXISTING AND PROPOSED BUILDINGS AND ACTUAL DISTANCES TO PROPERTY LINES AND BETWEEN BUILDINGS.

I

aJ t

iF (, I .. m

A0

ITI

f'// 7 / y7 > - 1

Jtl.,: %/./.1,. y

OTy 1

a

11 /1D

O9a —

3 J

IT! 2'

SIDE

NOTICE: Before foundation inspection, lot lines shall be identified by owneror authorized agent.

NOTICE: This clearance becomes null and void if work or construction authorized is not commenced within, or is suspended or abandonedfor a period of , 180 days.

STATEMENT: I hereby acknowledge that I have read this zoning clearance andstate that the information given is correct and agree to complywith all provisions of the county zoning ordinance code.

WHEN PROPERLY VALIDATED THIS IS YOUR ZONING CLEARAN

t i rd" 1 23 8a OfI Y'

B& S - 505 ( 7/ 84) DISTRIBUTION: White — Planning Canary — Building and Safety Pink — Applicant Goldenrod — Auditor

COUNTY OFVENTURA

A001 IhAli -rinks 2. DCORAIT

D x L MHHR

Al 9 V 9v/ 1 9 • v.. vw .

RESOURCE MANAGEMENT AGENCY — DIVISION OF BUILDING ANDPLAN REVIEW x HEa

256

SITE INFORMATION C11TY 3 BUILDING

Her wO0a Ea3LOCALITY USE OF BUILOINC

DESCEIPTI.

589 OR DCONASSESSOR PARCEL NVMBHR LOT N TRACT CROSS STREET

513 - 01 - 08 9&1013492 NLOSTANGELCROUP 1810x TV P CONSTRUCTION OWELLINO VNIT4

B

Y D

2 361

P OT x CABOT & FORBES ND626 - 817

XNEWADD / ALTER aEPA1a MDNE DEMOLISH

BHLOCALITY

911DWILSHIRE BLVD. SU TE 1010 L. A.

IZe O U INCVALUATION

OF '=

66x000Q' FT• @$ 21. 00'-$ 1, 386x000TRACTOR . LT Tq LICHNSENO.

SIFE O CPaAOE

MAIL ADDa E94 PxONE ORCtIH P IO. V Iw EPLACE. ETC.

SAXAT -

SQ. FT. @ $ = $

FCT RNOINEER OE11c NER STATE LICENSE NO,

G. O. DYER S 934TOTAL VALUATION $

17191., 2RO

yLb OATH ENTURA BLVD. # 208 346 -1455HFH

NQ Fire Protection District Conditions YesX No

Domestic Water Source: Private Well Public V WW D I ST. 1IC MANY NA EI

PVk."

Method of Sewage Disposal: Private _ Public SAMFD urNlcT


LICENSED CONTRACTOR DECLARATIONBUILDING PLANREVIEW FEE $ 39451. 83 BUILDINGPERMIT FEE $ 5 x 310150

I hereby affirm that I am licensed under - provisions of Chapter 9commencing with Section 7000) of Division 3 o theBusiness' and.Professions`,.


A 1 t -

ENERGY -F.EE $ STATE $

143. 57SEISMIC FEE

A- PLUMBING4Lic. Number License Class

Contractor DateWATER CLOSET LAVATORY EAT. I. NOWER

DI. PD. AL

OTHER

OWNER - BUILDER DECLARATION1Nx' 1ANwAaNEa CLOTHES WAEHEa FLOOR DRAIN oTxE

I hereby affirm that I am exempt from the Contractor' s License Law for AUNORY TD TN. -M. ATER TOYAL FIXTURES COST EACH F..



for sale

AI, as owner of the property, am exclusively contracting with licensedPrivate Sewage

Disposal System@ $ EA.= $

Building Sewer @ $ EA. _ $ t.. to construct the project



Owner Date

WORKERS' COMP ATION DECLARATION

I hereby affirm that I have a certificate of consent to self- insure, ora certificate of Workers' Compensation Insurance, or a, cer$ified copy thereof

Sec. 3800, Lab. C.). PL OI PLANREVIEW FEE $

PLMBt,: PERMIT FEE $

5 MECHANICALCompany Policy No.


Certified copy is filed with the Ventura County Division of BuildingHeated Area @ $ $

Heating /Cooling Applicance @ $ EA. _ $ and Safety or the Ventura County _ department.

Date = = Applicant , --,-

CERTIFICATE OF EXEMPTION FROMFlue @ 8 EA. _ $




@$ EA. =$

I certify that in the performance of the work for which this permit isissued, I shall not empl an erson in any in so as to become subject

to the Wor ers' C s f a f CaH_ y

Applican Y Date' \ MECH. PREV FEE $ MECH. PERMIT FEE $

6 ELECTRICALNOTICE TO APPLICANT: If, aft caking this Certificate of Exemption; you should become subject to the orkers' Compensation provision- of theLabor Code, you must forthwith comply with such provisions or this permitshall be deemed revoked.



I hereby affirm that there is a construction lending agency for the performance of the rk for which this permit is issued ( Sec. 3097, Civ. C.).

LrOfo7/NCN.TA' r; J3RT// K OC { Ilpel5Lender' s Name _

S. L q 514 / c S GhI vLender' s Addres

4 , {, q

I certify that I have read this application$ nd state Tf the above i nfo rmation is correct. I agree to comply with all city and county ordinances alitlstate laws relating to building construction, and hereby authorize representatives of this county to enter upon the abovementioned property forinspection purposes.

I } USE /OCCUPANMY ' a7 SO. FT.

OST PER

SO. Fr. FEE

t,, I -,'

1 -

EQUIP. OR MiSC. NO. i7' RATING' COST EACH FEE

NOTICE

BECOMES NULL AND VOID IF WORK OR CONSTRUCTIONTHIS PERMITAUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CON- STRUCTION OR WORK IS SUSPENDED OR ABANDONED FORA PERIODOF 180 DAYSANY TIMEAFTER WORK ISCOMMENCED.

ELEC. PLAN =

PEREVIEW FEE $ - L2C: ERMITFEE., $

DO ow rxealz: D we ENT

7/ PERMIT ISSUANCE FEE $ 1 A goTOTAL PLAN ', ,. -. REVIEW FEES $

TOTAL I.. _ a ' s .^• PERMIT FEES $_ ' 07aIDNATDRE DF D R 1F owNeR BDILDER

m WHEN PROPERLY VALIDATED THIS IS YOUR PERMIT ISSUED By

n PERMIT VPLIDATIQNPLAN REVIEW VALIDATION

0T

r 222VTAC 2 =03- 84#001 $ 3x451. 83CC222VTAC 4 -18 -84 #0103 $ 5i464. 07CC

v DISTRIBOTION: '- Whife — Inspector Blue — Auditor Green — Owner Canary — File Pink — Assessor Goldenrod — Office

a

INSPECTION RECORD

BUILDING DATE INSPECTOR CORRECTIIONS - NNOTES

ZONINGY ,/

7 : 5- X- J i Wa' fD

J"

A- 919to ia,el Itfl, tv- 5± •tF' / 2 3 . S

j jx-t() 4j IS t

FOUNDATION: UFER GROUND

SLAB

B6N'D BEAMS.., .

BOND BEAMS

BOND BEAMS

TILT UP PANELS

TILT UP PANELS

FIRE DISTRICT

FLOOR FRAMING

ROOF SHEATHING ff 1Q —eQ iPRE— WRAP

FRAME

INSULATION


INTERIOR LATH /DRYWALL., 2G

ti 4`

PLUMBING DATE INSPEC OR

UNDERGROUND SOIL

UNDERGROUND WATER

ROUGH /TOP OUT

GAS TEST



ROUGH


TEMPORARY POWER

ROUGH



BUILDING ADDRESS


PLUMBING FINAL

MECHANICAL FINAL

ELECTRICAL FINAL

BUILDING FINAL

UTILITY CLEARANCES D TE INSPECTOR

GAS

ELECTRICAL

v

COUN' f"f OF' VENTURA d

ZONING,6CLgARANCERESOURCE MANAGEMENT AGENCY

QZONE CLEARANCE NO._ _`? I t 00 CASE REFERENCE NO. 1

PROJECT DRESS LOCALITY

NO.

ZONE CODE SECT. NO. OPEN SPACE PLAN

AREAASSESSOR PARCEL

0 6 - / O

NE EST CROSS ST. L TWIDTH LOT DEPTH . LOT

fit— a, PROPOSED IpgE( S> M INA O.,NT VD MIN. REAR VD. $

OWNER NE AMIN. SIDE VD. MIN. SIDE D. V ( REAR 1/ 3)

Md

ILAD S

O

MAX. HEIGHT MIN. DIST BETWEEN BLOCS.

S

REQUIRED PARKING ( 9' x 20' per space) APPLICANT PHONE

N

OPEN; CARPORT; _ GARAGE

MAIL ADDRESS '

in


3

F EXEMPT' ` ND/ ND ^ C7 CtIR '

SHOW LOCATION OF EXISTING AND PROPOSED BUIL

Y

AND ACTUAL DISTANCES TO PROPERTY

A- T-nArc k- e0

rO Z0rS

OOS in

N

in3anZSIDE

P o-F PLC

BETWEEN BUILDING. ^ I.

D

anan

1=

I

f'

OA

9DS0in

D

1,

NOTICE: Before foundation inspection, lot lines shall be identified by owner 3/ yor authorized agent. ,/ Iva zTx-/ 444 l/ r G'L-

NOTICE: This clearance becomes null and void if work or construction authorized is not commenced within, or is suspended or abandoned for a period of , 180 days. _

STATEMENT: I hereby acknowledge that I have read this zoning clearance and feodF. Aw>10 C, r -OBEstate that the information given is correct and agree to complywith all provisions of the county zoning ordinance code.

rja

WHEN PROPERLY VALIDATED THIS IS YOUR ZONING

GOK NNCa r/ fL / 3gN/( OF % / /uo /5 `

Z31 S. SwIlt . Chi ay0

111VTAC 4/ 18/ 84#0" $ 20. 000C

PLAN. - 1 B ( 7/ 80) DISTRIBUTION: White — Planning Canary — Building and Safety Pink — APPlicant Goldenrod — Auditor Controller jJ

COUNTY OF VENTURA

ADDI If`ATIf%kl A. DCQIIAIT

SON! CLEARANC! NUMHIR


1 SITE INFORMATION 3 BUILDING

RCIC CT....... LOCALITY

NHAR

L.. eF IN, LOIrvG DESCRIPTION

e. E 480R PARLHL NUMEE LOT NO. T A 8T CR093 STREET GROUP DIVISION TYPE OF CON. TRUCTI , OW. LLING UNIT.

ZWHER . NON. NEG ADD /ALTER REPAIRMcVE DEMGLI. H

MAIL . OGRESS LOCALITY SIZE OF • mLDIN. VALUATION

X = Q. FT. @$ ' =$ CONTRACTOR STATE LICENSE NO. SIZE OF G -- GXRA E

SQ. FT. @ $ = $ AIL A . PORCHES, PATIO, E• iC.

B A LIOENSH RON, TL BINEER DE. IGN. R ST

TOTAL VALUATION $

AIL ADDRESS PHONE HFN


Domestic Water Source: Private Well PublicIL MPANY NA B)

EYES.

Method of Sewage Disposal: Private PublicDISTRICT




I hereby affirm that I am licensed under provisions of Chapter 9commencing with Section 7000) of Division 3 of the Business and Professions ENERGY FEE $ STATESEISMIC FEE $

A4 PLUMBINGCode, and my license is in full force and effect.

Lic. Number " 1577 License Class r-61T. R eLO.. r LAVATORY BATH /SHOWER

DIR. GO OTHER

Contract ANDY GLZ2. INC. Date 412184

R E LARATIONSINKS ISHWASHEN CLOTHES WASHER FLOOR DRAIN OR

hereby affirm that I am exempt from the Contractors License Law forthe following reason

LAUNORV TUG WTR. HEATER TOTAL FI. TURES COST HAC FHH

I, as owner of the property, or my employees with wages as their solecompensation, will do the work, and the structure is not intended or offered Gas Piping Outlets EA. _ $

for sale


Disposal System@ $ EA. - $

Building Sewer @ $ EA. _ $ contractors to construct the project

El I am exempt under Sec. , B. & P. C. for this reason

Water Syste @ $ EA. = $

Owner Date


I hereby affirm that I have a certificate of consent to self- insure, ora certificate of Workers' Compensation Insurance, or a certified co y thereof PLMBG. PLAN PLMBG.

Sec. 3800, Lab. C.). 40- 022 - 49 ' 832 REVIEW FEE $ PERMIT FEE $

G MECHANICAL7

Company 11 5 F & G. Policy No.

EJ Certified copy is hereby furnished. Certified copy is filed with the Ventura County Division of Building Heated Area y, I @ $ EA. -

Heating /Cooling Applicance

Flue

@ $ EA. = $

@$ EA. _ $

and Safety or the Ventura County department.

Applicant Date 412/ 84

FI ATE OF EXEMPTION FROM

Ducts @ $ EA.= $ WORKERS' COMPENSATION INSURANCE


Fan /Air HandlinEAir Ha @ $ EA' $

1 certify that in the performance of the work for which this permit isissued, I shall not employ any person in any manner so as to become subjectto the Workers' Compensation Laws of California.

INISCA. PLAN MECH.

Applicant_ Date EVIEW FEE $ 1 PERMIT FEE $



1 240 100 10. 00CONSTRUCTION LENDING AGENCY

I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued ( Sec. 3097, Civ. C.). Lender' s Name USE /OCCUPANCY SQ. FT.

COST PERSQ. FT.

FEE

Lender' s Address


NOTICE 1 100 AMPS 10. 00 10. 00THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTIONAUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CON- STRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIODOF 180 DAYS ANY TIME AFTER WORK IS COMMENCED.


SIGWy P CONNTTR HDRIZED AGENT

i PERMIT ISSUANCE FEE $ 10. 00

TOTAL PLANREVIEW FEES $ TOTALPERMIT FEES $ SIGNATURE OF OWNS OW ER BUILDER

ISTRIBUTION: s -11 ( Rev. 7/ 80)



White — Inspector

222VTAC 4- 02- 84#023 00.0000

Slue — Auditor Green — Owner Canary — File Pink — Assessor Goldenrod — Office

INSPECTION c ®®

6-6-76 Leo- BUILDING DATE INSPECTOR CORRECTIONS - NOTES

ZONING

FOUNDATION: UFILRGROUND

SLAB

BOND BEAMSI j

BOND BEAMS

BOND BEAMS

TII I UP PAN[ LS

TILT UP PANELS

FIRE: DISTRICT

FLOOR f kAi13NG

ROOD SIJ A I HINC,

PR €= -WRAP

INSUL.A i luN

EXTERIOR LATI ?!SIDING

INTERIOR LAI H,! DRYWALL.

PLUMBING

3

DATE INSPECTOR

UNDERGROUND SOIL

UNDERGKOUNDI A] LK

ROL GI1lTOP OUT

GAS r . f

5EWERiSFWAGi SYS I EM


ROUGH

t

ELECTRICAL - DATE INSPECTOR

TEMPORARY PC7WLR jROUGH

i

FINAL INSPECTIONS j DATE INSPECTOR

FINAL. GRADING CERT. RECD,

BUILDING ADDRESS E


PLU' ABiNG FINAL

MECHANICAL FINAL

ELEC ?RK;AL FINAL

BUILDING FINAL. i


GAS

LECFRICAi

COUNTY OR VENTURA

APPI 1il"` OTIMI % PGRMIT sSOxHA.G..

y • -• • • w •. • •• • •

RESOURCE MANAGEMENT AGENCY — DIVISION OF BUILDING AND SAFETYPLAN REVIEW NYMeeR


wmctr Yo OR Eea

t3 Cov[cldv 19r. L... 1ITT

oa ca&

USE OF BUILOING oe scR Vn Ov

e-gVZ t I% eCo tre.•a` ASSESSOR PARCEL NUMBER LOT NO TNACT ST OS++ TR 6ET

vs

P OIVIeION TV VE OF CONSTRUCTION OW6LLIx6 VxITy

Wx

a ZL f v

AOO / ALTAR REPAIR MOVE O— GLEN

MAIL ADDR E69 LOCALITY

0 l`./f' IIE D A VALUATION

X = SQ. FT. @ $ _ $

CONTRACTOR

nLATE uCevBb vo.

J. CO 1 f 1 L/ 191 Yt fQ - , Iz OIL.O/ wRA.. 7C = SQ. FT. @ $

MAIL.... RES+ y / 1 / dU e r i. ! A'L7. -

fvil rv.S W -%,,

ZZ7X

ORCXEy: A IO. FI ACA, ETC. T =

SQ. FT. @$ _$ wCHITECT ENGINEER D IONER aTATE LIC Ery9E NO.

TOTAL VALUATION $

MAIL...... E P.. N. HFH

Fire Protection District Conditions Yes 0 No Q

Domestic Water Source: Private Well Public (COMPANY NAME)

NOTES:

Method of Sewage Disposal: Private PublicmsrRlcr




1 hereby affirm that I am licensed under provisions of Chapter 9commencing with Section 7000) of Division 3 ofthe Business and Professions ENERGY FEE $ STATESEISMIC FEE $

PLUMBINGCode, and my license is in full force and effect. Lic. Number D Z L' ense Class L

WATER CLOSET LAVATORY BAT. / SHOWER

p. S... ISALOTNERi/

Contractor Date

OWNER- UILDER DECLARA ONam.+ n. wAyHE CLOT... WA.. e LOOR DRAIN T.. R


LAUNDRY TUB WTR. RELATER TOTAL FIATURE9 T EA.. FEE

0 I, as owner of the property, or my employees with wages as their solecompensation, will do the work, and the structure is not intended or offered Gas Piping Outlets I + $

EA. _ $

for sale

ED 1, as owner of the property, am exclusively contracting with licensedPrivate Sewage

Disposal System @ $ EA. _ $




Owner Date


I hereby affirm that I have a certificate of consent to self- insurS, ora certificate of Workers' Compensation Insurance, or iLgertjfied copy, Ghereof,

Sec. 3800, L bj C.). c Rl PLAN + 7 r

REVIEYV. FEE $ /. L PERMIT $ / i

5 .' MECHANICAL " Company l lli>D - 1fi1[! olicv n.


I Certified copy is filed with the Ventura County Division of Building Heated Area yI.,, L'J @ $ EA. _ $

Heating /Cooling Applicance @ $ • _ $ and SaFety or the Ventura County epartmenn .

Applicant Date

Flue EA• _ $

C RTIFICATE OF EXEMPTION FR M


This section need not be completed if the permit is for one hundreddollars ($ 100) or less.) Fan /Air Handling

Equipmen@ $ EA = $

I certify that in the performance of the work for which this permit i5issued, I shall not employ any person in any manner so as to become subjectto the Workers' Compensation Laws of California.

Applicant DateMECH. PLAN

REVIEW FEE $ ECH. PERMIT FEE $


SERVICE NO• VOLTS AMPS FEE


I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is ' issued ( Sec. 3097, Civ. C.).

Lender' s Name ._ USE /OCCUPANCY SQ. FT. CSQT PE

FEE

Lender' s Address


state laws relating to building construction, and hereby authorize representatives of this county to enter upon the above - mentioned property forinspection purposes. EQUIP. OR MISC. RATING COST EACH FEE

NOTICE

THIS PERMIT BECOMES NULL AND VOID I F WORK OR CONSTRUCTIONAUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CON- STRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIODOF 180 DAYS ANY TIME AFTER WORK IS COMMENCED.

REVIEW FEE $ REVIE FE ELEC. PERMIT FEE $ RE OF CONTRACT.. OR .... J..........


TAREV EW FEES $ • TOTAL ' J /. r

PERMIT FEES $ / Jslc NwTUwe GF owNa DwNER eYI LO eR

oD,

Q

P.

DISTRIBUTION:

WHEN PROPERLY VALIDATED THIS IS YOUR PERMIT ISIIUED ev — r! =-


1TAC 4- 23- 84#002 $ 31. 75CCWhite — Inspector Blue — Auditor n — Owner Canary — File Pink — Assessor Goldenrod — Office

m sfig ti INSPECTION RECQPp


ZONING F " .. Sawe+s Z4/- , rr4,5

FOUNDATION UFERGROUNDc"i co -

SLAB b .

BOND BEAMS

BOND BEAMS

BOND BEAMS

TILT UP PANELS

TILT UP PANELS

FIRE DISTRICT

FLOOR FRAMING

ROOF SHEATHING

PRE- WRAP

FRAMEFRAME

INSULATION




UNDERGROUND SOIL

UNDERGROUND WATER

ROUGH /TOP OUT J

GAS TEST

SEWER /SEWAGESYSFEM S -_ ay w,. ' iboo 0


ROUGH


TEMPORARY POWER

ROUGH


FINAL GRADING CERT. KEC' D.

BUILDING ADDRESS


PLUMBING FINAL

MECHANICAL FINAL

ELECTRICAL FINAL

BUILDING FINAL


GAS

ELECTRICAL

5. y

i

A

COUNTY OF VENTURAADDI 1f` ATI( l1U 2. 09:RMIT

I

SOX[ CLEARANCE XVMeHR

NP1 ........ L . .. .

RESOURCE MANAGEMENT AGENCY — DIVISION OF BUILDING AND SAFETYPLAN REVIEW NVM{ iR

9A_ MP


PRO / { CT ACIDNESS LOCAL",

5898 Condor Drive Moor ark

V.[ OP { VILOINO ...CRIPTIOX

Tenant ImprovementII.{{ eeH PARCEL NuM{ 6R Lor NO. TRACT eeIIr c {o.. . rR i[ T GROUP vrV 1s1ON Tr Pe ow CONSTRUCTION OWUL41NO UNIT$

OWNER . NON{ N` W. A." LT.. REPAIR MOVE DEMOLISH

LOCAIL AoO. 6t Am III.. ON EVIL.... VALUATION

X = SQ. FT. @; no'=$ 15 no 00gon

CON R OTOR LI

X = . FT. @$ ' =$

MAIL A...... PHONE PDXCH[ S, PATIO, FIREPLACE, ETC.

X = SQ. fT. @$ ' =$ w. CHnecr HNm....... INNER STATE uc {N.. NO.

The Century Group Inc. TOTAL VALUATION $ 20, 200. 00

AIL ADDRESS P.... HFH

Fire Protection District Conditions Yes C3 No Il

Domestic Water Source: Private Well _ PublicNwM61COMPANY

T

Adding bathrooms on lst floor & mez.

Drywall lobby wall, adding ceiling lightMethod of Sewage Disposal: Private PublicRIDTv

2 LEGAL DECLARATIONS timein ' nn—mpat this

LICENSED CONTRACTOR DECLARATIONBUILDING LANREVIEWFEE $ BUILDINGPERMITFEE $

1 hereby affirm that I am licensed under provisions of Chapter 9commencing with Section 7000) of Division 3 of the Business and Professions EryERGY FEE $ n a STATESEISMIC FEE $ 1. 47

PLUMBINGCode, and my license is in full force and effect.

Lic. Number License Class

Contractor DateMATED

8vATORYLA

8TM rIIHewER A. NA...

v

OTHER

urinals

OWNER - BUILDER DECLARATIONINNS DmMWASH[ R OLOTHES WwsHC LOOK DRAIN OTHER


ADHONY Tu WTR. HEATER TOTAL FII( TV RH.

18

Oo. T EACH

2. 50

A FEE

45. 00I, 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 Gas Piping Outlets @ $ EA. = $

for sale



Building Sewer @ $ EA. _ $ con actors to construct the project

Q I am exempt under Sec. , B. & P. C. for this reason


Owner Date

WORKERS' COROVONSATION DECLARATION

I hereby affirm that I have a certificate of consent to self- insure, ora certificate of Workers' Compensation Insurance, or a certified copy thereofSec. 3800, Lab. C.).

PLMBG. PLAN

REVIEW FEE

PLMBG.

PERMIT FEE $ Lr An99

N4ECHANICgALCompany Policy No.

E] Certified copy is hereby furnished.

Q Certified copy is filed with the Ventura County Division of BuildingHeated Ar PF, 1J @ $ EA. _

tJeeadnig /Cooling Applican @ $ EA. = $ and Safety or the Ventura County department.,

DateApplicantFlue @ $ EA.= $


WORKERS' COMPENSATION INSURANCE Ducts @ $ EA. = $


Fan /Air Han N gEquip ant

@ $ EA. = $

I certify that in the performance of the work for which this permit isissued, I shall not em a I erVn in any ner so as to become sub'

to the W r rs' C s IFS of G ijjl Ia.

Applican. Date s r MECH. PLANREVIEW FEE $

ECN.

PERMIT FEE $

6 ELECTRICALNOT APPLICANT: If, 4011Fmaking this Certifiea of Exemption, you should become subject to the Workers' Compensation provisions of theLabor Code, you must forthwith comply with such provisions or this permitshall be deemed revoked.




Lender' s Name ---/' USE /OCCUPANCY SO. FT. CO T PER

SO. FT. FEE

Lender' s Address


state laws relating to building construction, and hereby authorize representatives of this county to enter upon the above - mentioned property forinspection purposes.

Bathrooms tOO 625 4U VU

EQUIP. OR MISC. NO. RATING COST EACH FEE

NOTICE

THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTIONAUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CON - STRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIODOF 180 DAYS ANY TIME AFTER WORK IS COMMENCED.

ELEC. PLANREVIEW FEE $ In An ELEC. PERMIT FEE $

ATo w....

e o cal Qiw„THO. IEe

PERMIT ISSUANCE FEE $ 10 • OOTOTAL PLANREVIEW FEES $ pERM T FEES $

i

IIlD rvwru RE ow MeR IP oWM N emLViR

0mniD6

M0DISTRIBUTION:

WHEN PROPERLY VALIDATED THIS IS YUUH PhHM1 I ISSUED By


222ViE1C 1- 23- 6Si1011 $ 127E73CC 2MAC 2- 13 -85#W7 $ 222. 97CC


1

INSPECTION_ RECORD


ZONING

f,

a OSA

3 S 0177


SLAB

BOND BEAMS

BONDBEAMS

BOND BEAMS

TILT UP PANELS

TILT UP PANELS

FIRE DISTRICT

FLOOR FRAMING

ROOF SHEATHING

PRE -WRAP

FRAME fitINSULATION


INTERIOR LATH /DRYWALL -

PLUMBING jDJTE INSPECTOR

UNDERGROUND SOIL

AUNDERGROUND WATER

ROUGH /TOP OUT

GAS TEST


MECHANICAL DATV INSPECTOR

ROUGH


TEMPORARY POWER

R UGH



BUILDING ADDRESS

INSULATION CERTIFICA E

PLUMBING FINAL

MECHANICAL FINAL

ELECTRICAL FINAL

BUILDING FINAL


GAS

ELECTRICAL

y.

COUNTY OF VENTUF AAnDI lr%A' rlr%R1 4. 000RA IT1. • • E - E• • mow•• • _ ..... •

PLAN REVIEW MUM6ERNE CLEARANCE NBME

RESOURCE MANAGEMENT AGENCY — DIVISION OF BUILDING AND SAFETY


PRUOSr

r

LOCALITY

ASSESSOR PARCFL NVMEER. I TRFCT EwRE3 ROSE STREET—

qy Bul.. o c EEa.* PT cn

c1 —•. c. V - N T. PE GP coN STR G c" nWEEL g

PXONR

t.' ,,

NEW ADD / ALTER REPAIR MOVE o M oL EN

AIL ADDRESSoI.v IzEO u Inc V ^ LGA

P

EXLD =

SQ. FT. @ $ _ $

CONTRACTOR ETwTE ICEUEE N

E OP I XRwGE _ SQ. FT. @ $ _ $

AIL ADDRESS - -. —_ PNDNE oRO -.. XA

o.

PIPL CE, ETC.

SQ. FT. @ $ _ $ ARCHITECT ENGINEER DESIGNER STATE LI[ EN4E NO.

A T TAL VALUATION $ A

wu wDORESS PnE HF


Domestic Water Source: Private Well _ Public (COMPANY NAME(

oTES: ` b Il.

Method of Sewage Disposal: Private -- Public _ -- D




I hereby affirm that I am licensed under provisions of Chapter 9commencing with Section 7000) of Division 3 of the Business and Professions ENERGY FEE $ STATESEISMIC FEE IS

PLUMBINGA4Code, and my license is in full force and effect.

Lic. Number License Class _ TER CLOS LAVATORY EATNISHOWER

ols -DEAL

OTHER

Contractor __ ._- _.___ Date

OWNER - BUILDER DECLARATIONEINNS DlsnwwsH ER ELOT eswwsrlER PLOdR DRAIN 6T ER

I hereby affirm that I am exempt from the Contractor' s License Law for CA unoRY TU T DoST ACH FEE



for sale






Owner _ _ _ Date

WORKERS' COMPENSATIONDECLARATION


Sec. 3800, Lab. C.). REVIEW FEE $ PERMIT FEE $

5 MECHANICALCompany _ __ _ Policy No. — __


Certified copy is filed with the Ventura County Division of BuildingHeated Area IJ @ $ EA. _ $

Heating /Cooling Applicance @ $ EA. _ $ and Safety or the Ventura County .. department.

Applicant._ __. ate_

Flue — @$ EA. =$





@ $ EA ° $


Applicant —. DateMECH. PLANREVIEW FEE $ MECHIPERMT FEE $




I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued ( Sec. 3097, Civ, C.).

Lender' s Name _ — - USE /OCCUPANCY SQ. FT. COST PER

SQ. FT. FEE

Lender' s Address - --


NOTICE



SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT


TOTAL PLAN

REVIEW FEES $

TOTAL aA1 PERMIT FEES $ S - vSIGNATURE OF OWNER JIF OWNER BUILD

DISTRIBUTION: B & S - 11 ( Rem 7/ 80)




COUNTY OF VENTURA

Auer InArIAhI -4. DCORArr

NE CLEARANCE XJMB

S5 . SPA SPP 9 P ." B". W N • ARS. ..... .



R E LOCALITY ^. ^}

Pfl Z DESCR, PTIOH

98OR EL NVMB LOT O TRACT N FRB TLN0999TREET GROVE DIVISION TYPE OF CONSTRUCTION WNG NITS

P.- w'

NEW wDG,. L... HEPA, R H

MAILLOCAL rt. E

ALJ. TIGxOF ' BUILDING -

SQ. FT. @ $ _ $

ONT ... TOR ST. TE LICENSE x IZE DP GXR. GE -

SQ. FT. @ $ = $

AIL ADD . S S PHONE PORCHES PPTIO, FIR EPLMLE, ET G.

ROH, TECT ExG, xEw DESIGNER srwTE LIOEx9E N

TOTAL VALUATION $

nlL woDR... PHONE HFH


Domestic Water Source: Private Well PublicIcoMPwNT NAME)

OTES

Method of Sewage Disposal: Private PublicD IsrRlcr

2 LEGAL DECLARATIONS 7 ti, r

BUILDING PLAN BUILD G

LICENSED CONTRACTOR DECLARATION REVIEW FE_E$ PERMIT FEE $

I hereby affirm that I am licensed under provisions of Chapter 9commencing with Section 7000) of Division 3 of the Business and Professions


ENERGY FEE $ STATESEISMIC FEE $ A PLUMBING

Lic. Number _._ _ License Class _. —

Contractor Date

Y

TER CLOSET LwVRTORV BATH / SHOWER

OARBAwL

OTHER

UHHE - I HWASHE SOT WASHE LOOK OR . I OTHER


I hereby affirm that I am exempt from the Contractor' s License Law for DoT TU WrR. " ATE TOTAL FIXTURES T .... PEE



for sale


Disposal System@ $ EA' $

Building Sewer @ $ EA. $ contractors to construct the project

I am exempt under Sec. __ , B. & P. C. for this reason


Owner -. Date



Sec. 3800, Lab. C.). REVIEW FEE $ PERMIT FEE $

5 MECHANICALCompany — Policy No. —__


Certified copy is filed with the Ventura County Division of BuildingHeated Area I] @ $ EA. - $

Heating /Cooling Applicance @ $ EA. _ $ and Safety or the Ventura County — -. department.

Applicant Date _— --

Flue @ $ EA. _ $


Ducts @$ EA. - $ WORKERS' COMPENSATION INSURANCE



@ $ EA. _ $

I certify that in the performance of the work for which this permit isissued, I shall not employ any person in any manner so as to become subjectto the Workers' Compensation Laws of California. MECH. PLAN MECH.

Applicant — Date REVIEW FEE $ PERMIT FEE $

L ELECTRICALV

NOTICE TO APPLICANT: If, after making this Certificate of Exemption, you should become subject to the Workers' Compensation provisions of theLabor Code, you must forthwith comply with such provisions or this permitshall be deemed revoked.




Lender' s Name USE /OCCUPANCY SO. FT. COST PER

SQ. FT. FEE

Lender' s Address — —


NOTICE


ELEC. PLAN

REVIEW FEE $ EL EMPER FEE $

SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT


TOTALPLAN

REVIEW FEES $ TOTALPERMIT FEES SSIGNATURE of OWNER OWNER BUILDER)

DISTRIBUTION: B & S - 11 tRBv. 7/ 80)

WHEN PROPERLY VALIDATED THIS IS YOUR PERMIT ISSUED BY --


222VTAC 2/ 26/ 88 #007 $ 25. 00C$


r,

I

OUNTYOFVENTURA

DIVISIONOFBUILDINGANDSAFETY

ai

t :..

he1

CERTIFICATEOF

OCCUPANCY

Thestructureor

portionthereof

describedbelowhasbeeninspectedfor

compliancewith

applicablerequirementsof

the

VenturaCountyBuildingCode,

andis

herebyapproved

foruseor

occupancywithinthe

limitationsset

forthin

suchcode.

5898CONDOR

ADDRESSOFBUILDING

SUITEIUNITNUMBER

LightManufacturing /office

B -

2

97,

680

1/

15/

88 #

010

USE/OCCUPANCY

FLOORAREA

PERMITNUMBER

TerminalData

5898Condor

TENANTIBUSINESSNAME

MAILINGADDRESS

Cabot,

Cabot &

Forbos

2801TownsgateRd. #

101

WestlakeVillage

OWNER'S

NAME

OWNER'S

ADDRESS

Building & SafetyDistrictSupervisor

6/

15/

88

POSTTHIS

CERTIFICATEINA

CONSPICUOUSPLACEFOREXAMINATIONBY

THEFIREDEPARTMENTORBUILDINGANDSAFETY

INSPECTOR, A

NEWCERTIFICATEMUSTBE

OBTAINEDFORANYCHANGEOFUSEOR

OCCUPANCYFROMTHATSPECIFIEDABOVE.

MAR - 21 - 1997 11: 47 SEAGATE TECHNOLOGY 805 582 3993 P. 02iO3

Seagate

Facility Builders & Erectors, Inc. 2903 Saturn St., Suite C

Brea, CA 92821

Attention: Susan Anthony

Reference: Moorpark Facility

Utility Yard Canopy

Dear Susan,

This is a response to your request for a brief description of the equipment installed in the utility yard.

There is virtually no fire hazard in this area or with this equipment. There is nothing, except a smallquantity of lubricating oil, which would support combustion.

Air Compressors ( 2)

Electrical Service -- 20a - 480v - 3ph ( ca.)

Aftercoolers /dryers ( 2):

Electrical Service -- 20a - 120v - 1ph ( ea.)

This system provides 120 psi clean, dry air for the operation of industrial tooling andprocesses. It is composed of 2 pairs of reciprocating compressors, metal piping, valves, andtanks, a radiator (with motor - powered fan), and refrigerated air dryers.

Vacuum System:

Electrical Service -- 40a - 480v - 3ph

This system provides 25" mercury vacuum for the operation of industrial tooling and for

housecleaning purposes. This is a standard industrial rotary -type vacuum system.

D.I. Water System:

Electrical Service -- 20a - 480v - 3ph ( circulation pump)

20a - 480v - 3ph ( process pump) 20a - 120v - 1ph ( lamps /timers)

This is a system of filters and pumps used to convert normal city water into de- ionized water

for industrial cleaning purposes. Because of the corrosive nature ofDI water, the tanks, filters, and piping are made ofplastic.

If you have any question, please contact me.

Respectfully submitted,

Harold Oaks

Facility Manager

Seagate Technology -- Moorpark

MRR - 21 - 1997 11; 42 805 582 3993 P. 02

Seagate

Jim MacDonald, CBO

Senior Building InspectorCity of Moorpark California18 High Street

Moorpark, CA 93021

Dear Mr. MacDonald:

Seagate Storage Products

5898 Condor Drive

Moorpark, CA 93021 -2601

805) 530 -3000

July 2, 1997

This letter is in response to your request for information concerning the operation ofthermal chambers to be installed into our Moorpark facility.

All of the thermal chambers are stand alone devices that require only electricity, dryshop air ( in the case of the Despatch chambers ) and chilled soft water ( in the case of theThermoPlus chambers ). There is no requirement for venting for any chambers. These areclosed loop systems. There are no exposed chemicals or other hazardous materials.

These chambers are to be used for the testing of complete hard disk drives. Thesechambers will be used for Life Testing and reliability tests only.

Attached is the technical information on each type of chamber to be used in our

Environmental test lab. MSDS sheets are currently on file with Seagate' s MoorparkSafety Officer Mr. John Ellis. John can be reached at 805 -530 -3406. 3If there is any more information you require please contact me at 805 -530 -3568. Thank - you for your time and effort in this matter.

Sincerely,

Les McEwan

Advisory Quality Engineer, Moorpark

101 z41

offD Seagate Seagate Technology 8051583 -8400

2655 Park Center Drive

Simi Valley, California93065

December 12, 1996

City of Moorpark18 High Street

Moorpark, CA

Atten: Jim MacDonald

Dear Jim:

RECEIVED

DEC 13 1996

Please consider this request for a partial Certificate of Occupancy for the building located at 5898 CondorDrive in the City of Moorpark.

As per our conversations on November 15, Seagate would like to take occupancy of all portions of thefacility, excluding the Cleamoom complex, by January 1.

It is understood that the following requirements must be met by Seagate in order to qualify for a partialCertificate ofOccupancy:

Inspections complete in all areas ( except the cleanroom complex) Disabled access ( restrooms, ramps, access) complete

Clearance from other agencies granted

Mechanical ventilation functional

In addition to receiving a partial Certificate of Occupancy it is requested that 28 Seagate employees begranted access to the facility from 12/ 20 through 12/ 31 for the purpose of assisting the movers with theset -up of furniture and equipment. These employees would be setting up electronic equipment ( includingtest chambers, computers and test equipment) in the labs and furniture and workstations in the office

areas. These employees will not be conducting routine business of any sort during this time. Their solepurpose is to aid in the move and location of systems.

It is understood that all building codes would be adhered to, inspections would be complete andmechanical and electrical systems would be complete.

This is an aggressive inspection schedule. Seagate appreciates the extra effort you offered to

accommodate the successful move of our company into your City. This effort benefits our employees andour business.

Thank you.

Zy

v'ez 7 iL- Rebecca Reu

Project Manager

Seagate Technology

cc: Jeff Nelson, Seagate

Tim Kees, Facility Builders

City of Moorpark18 High St, Moorpark, CA

B u i l d i n g a n d S a f e t y P e r m i t A p p l i c a t i o nS u p p l e m e n t

For Non - Residential Projects Only

Will the Building or business owners or occupants handle any acutely hazardousmaterial or mixture containing an acutely hazardous material which has a quantity atany one time equal to or greater than that specified in Health and Safety Code Section25503. 5?

Yes __

No

If yes then Contact the Ventura County Environmental Health Department at:

805) 654 -2813

800 South Victoria Ave. Ventura CA 93009

58 18 CZ-V c Y 1) r.

Job Address or Legal Description)

O wJCIX 1 tY. YId

Print Name) Signature)

Application No.)

9 I I9Date)

County of Ventura

Division of Building and Safety

IN

SHERIFF' S

RECORD OF FEES

AND FIRE PROTECTION DISTRICT FACILITIES ORDINANCE

PERMIT

APPLICANT/ OWNER Name

C

Nailing Address 7ni,/J

Tot.

LOCATIONAssessor' s Parcel 0

Tract q

OF PROJECTStreet Address ,_

r tiam _ City /Area Y' A£k

SHERIFF' SResidential

SFD: $ 83. 58 x Dwelling Units = FACILITIES FEE

Multiple Dw: $ 54. 16 x Dwelling Units =

Mobilehome: $ 55. 54 x Dwelling Units =

Non - Residential $. 05 x fi !/tee S. F. _ L©

FIRE PROTECTIONResidential

Felling Units = FACILITIES FEE SFD: 232. 51

Dwelling Units = Multiple Dw: 170. 95 x

Mobilehome: 139. 07 x Dwelling Units =

Non- Residential $ all x

Fixed Fee = 10. 00

ADMINISTRATION FEES. 23 4i Total Amount Payable

TOTAL

REMARKS

4/ 2o z

1

County of Ventura

Division of Building and Safety

RECORD OF FEES

SHERIFF' S AND FIRE PROTECTION DISTRICT FACILITIES ORDINANCE

PERMITAPPLICANT/ OWNER

Mailing

V

LOCATION Assessor' s Parcel # 152R— n1 Df Tract P 3'VOF PROJECT

Street Addrsssy:: a'9,4 j ity /Area

SHERIFF' S Residential

FACILITIES FEE SFD: 83. 38 x Dwelling Units =

Multiple Dw: 54. 16 x Dwelling Units s

Mobilehome: SS. S4 x Dwelling Units a

Non- Residential $. OS x q L>80 S. F. _ $ Li aS 4

FIRE PROTECTION Residential':

FACILITIES FEE $ 120. 70 x Dwelling Units = $

Multiple Dw: $ 75. 44 x Dwelling Units = $

Mobilehome: $ 73. 55 x Dwelling Units = $

Non - Residential $. 066 x 9 -1 1PIE5 C) — S- F- _ $ y 4 Lam• 88

ADMINISTRATION FEE Fixed Fee = $ 10. 00

TOTAL Total Mount Payable $ iAg8

REMARKS L-OT A C7

j VENTURA I ! CAMARILW A-'Q nWVRV' ""

00 So. Victoria Avenue 601 Carmen Dr. 33 East Nigh St.

Ventura, CA 93009 Camarillo, CA 93010 Moorpark, CA 93021

805) 654 -2771 ( 805) 987 -5071 ( SOS) 529 -3940

PROCESSED IT*

Distribution

Applicant Fire District ( j Sheriff ( j Accounti Permit File

DBSS - 12/ 83JCmsM147 WHEN PROPERLY VALIDATED BELOW, THIS IS YOUR RECEIPT FOR PAYMENT

1, 222VTAC 4- 18- 84#002 U1i340. 88CC

CABOT, CABOT & FORBES

19800 SOUTH VERMONT AVENUE, TORRANCE, CALIFORNIA 90502

AREA CODE 213) 538 -4863

October 1, 1984

Mr. M. E. Windroth

County of VenturaDivision of Building and Safety33 High Street

Moorpark, CA 93021

Ref: 5898 Condor Drive

Moorpark, CA

Subject: Electrical Meter

Dear Mr. Windroth:

Please consider this letter as our formal request for clearance to installan electrical meter at the above referenced facility. The meter is re-

quired for landscape maintenance and security lighting. CC &F understands

that this facility cannot be occupied until the construction work is fullycompleted and the County of Ventura, Division of Building and Safety issuesa Certificate of Occupancy.

If you have any further questions regarding this matter, please do not hesitateto call me at ( 805) 529 - 7570 or ( 213) 538 - 4863.

Very truly yours

Robert Pyers

Construction Manager

RP: pa

cc: Robert Lumley, CC &F

TO esa2vsE /y T. e

RESOURCE MANAGEMENT AGENCY

county ofventuraF i

DIVISION OF BUILDING AND SAFETYJ. D. CudmoreBuilding Official

REPORT OF COMPLIANCE REVIEW

Date: to - 1- 7 — S `fFrom:

APCD Planning DivisionEnvironmental Health ./

Y,`/'

PWA Grading /Subdivisions i 10- IA

Fire Prevention Bureau 0 l / C Moorpark Water /Sanitation District

Flood Control

Property Address 589P> CON oot- 10/ z. &, nQko4f5110k

Assessor' s Parcel 11 5-13 -Ot- n -s Lot 9-tle) Tract 3415 12-

Zone Clearance # 9 ) I O( Other IN 2S-6 — P P. C. Description of Project ELL- 88-196.

G" DT C A -(3(D" r Of beS

Completion of the construction project described on the attached REQUEST FOR

COMPLIANCE REVIEW is anticipated in the coming weeks. After final inspection, a

clearance to occupy will be granted unless written objection is received fromyour agency. Please review the project for compliance with requirements and

provide information in the appropriate spaces above and below.

Occupancy APPROVED by

NOT APPLICABLE.

Occupancy Qi

Reason( s) for disapproval:

Remarks:

Date

Date

Date

This completed REPORT OF COMPLIANCE REVIEW must be returned to the Building and

Safety office indicated below within 15 calendar days. If the form is not

received by HA- JP Cl4rrle 0 it will be assumed that your agency has noreason to withhold occupancy of the building( s) described.

Ventura Camarillo

JDC: / B322

FORM 9001

DBO 12/ 81

MAIN OFFICE

800 South Victoria .Avenue, Ventura. CA 93009 18051654 -2767

BRANCH OFFICES

C illo: 601 Carmen Drive, Camarillo, CA 93010 ( 8f 987 -5071Mo., ., ark: 33 East High Street, Moorpark, CA 93021 ( SL_,, 529 -3940

Moorpark


toady & ve* mDIVISION OF BUILDING AND SAFETY

J. D. CudmoreBuilding Official


Date: ( Q- I - j - S` fFrom: ` Jtee- AL_A-R -Lr

SZy- 68°` 9APCD Plannin Division

M RaEnvironmental Health

Fire Prevention Bureau e>q w Moorpark Water /Sanitation DistrictFlood Control

Property Address S8 91> CON DOt- D 2, L DnQk,2%/2*- Assessor' s Parcel # / 3- O /-l9Qi_ Lot " f /(-) Tract , l -z-

Zone Clearance # 1110(a Other ID# Z S6 — p P. C. Description of Project nKEEU- at -196•

C-,a8o-r. c A-r30T -"- Fof bes




provide information ip-t* appropriate spaces above and below.

Occupancy APPROVED byV ` r:.._ ( XlX-& Yu 4, W" . Date 16 t4

NOT APPLICABLE. Date

Occupancy DISAPPROVED by


Remarks:

Date

This completed REPORT OF COMPLIANCE. REVIEW must be returned to the Building andSafety office indicated below within 15 calendar days. If the form is not

received by Hq-r` P C14r / lE D it will be assumed that your agency has noreason to withhold occupancy of the building( s) described.

Ventura Camarillo Moorpark

JDC: / B322

FORM 9001

DB&S 12/ 81

MAIN OFFICE

800 South Victoria Avenue, Ventura, CA 93009 W51 654 -27671- 41 OFFICES

L illo: 801 Carman Drive, Camarillo, CA 93010 I6 187 -5071

Moos srk: 33 East High Street, Moorpark, CA 93021 184.,. 529 -3940

kESOURCE MANAGEMENT AGENCY

1 &

DIVISION OF BUILDING AND SAFETYJ. D. CudmoreBuilding Official


Date: IO- - 1— i - S` fFrom: A L- AIZ -L('

APCD Planning DivisionEnvironmental Health Ketpr -) ve- PWA Grading /Subdivisionsirk= '> IVO,"`, Y % a'S Moorpark Water /Sanitation District

Flood Control 52:7 2 -

Property Address 58 9A5 CON O0r0- D 2., rypo,e oA2

Assessor' s Parcel # S /.3- O /-/!)P1 Lot ' T / C} Tract azpi -2— Zone Clearance # " 4110L Other ID# 2 S6 r P P. C. Description of Project SHEL..L_ 61-106.

CIA -(36T, C A-(30T FOf beS



clearance to occupy will be granted unless written objection is received fromyour agency. Please review the project for compliance with requirements andprovide information in the appropriate spaces above and below.

Occupanc APPROVED y Date / D




Remarks: M

Date

This completed REPORT OF COMPLIANCE REVIEW must be returned to the Building andSafety office indicated below within 15 calendar days. If the form is not

received by 1- i&jJj0 CAA f)F— li it will be assumed that your agency has noreason to withhold occupancy of the building( s) described.


JDC: / B322

FORM 9001

DB& S 12/ 81

MAIN OFFICE800 South Victoria Avenue. Ventura. CA 93009 ( 8051 654 -27671 BRANCH OFFICES

1- 1

C illo: 601 Carman Drive, Camarillo, CA 93010 ( 8- ? 87 -5071

Moue Park: 33 East High Street, Moorpark, CA 93021 18t._, 529 -3940


COMP & ve 1'i'U aREPORT OF COMPLIANCE REVIEW

Date: 10- -1-) - 6 `/

From: S1-e-) e— AL -49-ki

DIVISION OF BUILDING AND SAFETYJ. 0. CudmoreBuilding Official

APCD Planning DivisionEnvironmental Health PWA Grading /SubdivisionsFire Prevention Bureau 81f# istaCtFlood Control 214 w _ h PAS S

Property Address 58 9P) CON DOx- O / Z. / LIDD.2p Assessor' s Parcel # 6-13- 01- OA Lot ^ F /() Tract 395 -2-

Zone Clearance # x-1110(- Other IDI1 2G-6 — P f1, C,

Description of Project KEa-(_ 8L-196.

G)q- 61-10

C i4rf3o"T '} FOf 62S




provide information in the appropriate spaces above and below.

Occupancy APPROVED by Date Dom'




Remarks:

Date

This completed REPORT OF COMPLIANCE REVIEW must be returned to the Building andSafety office indicated below within 15 calendar days. If the form is not

received by HA-IJjP C/4rYlE 0 it will be assumed that your agency has noreason to withhold occupancy of the building( s) described.


JDC: / B322

FORM 9001

DB& S 12/ 81

MAIN OFFICE

800 South Victoria Avenue, Ventura, CA 93009 ! 8051 654- 2767BRANCH OFFICES . 1- 1\

t illo: 601 Carmen Drive, Camarillo, CA 93010 It ? 87 -5071

Moo, perk: 33 East Nigh Street, Moorpark. CA 93021 ( 8u-. 529 -3940

ESOURCE MANAGEMENT AGENCYr

a L I'7. 1 .. • 1. («_ i ! . r r - T• v • i• ' lac r .. 1


Date: 3/ 25/ 88

From: rl,ffitllliAL DATA CORPORATION

APCD

ENVIRONMENTAL HEALTH

FACILITIES FEES ( Bldg /Sfty) FIRE PREVENTION BUREAU

FLOOD CONTROL

DIVISION OF BUILDING AND SAFETY

J. D. CudmoreBuilding Olhcial

GENERAL § ERVICES AGENCY

PLANNING DIVISION

PWA GRADING / SUBDIVISIONS

PWA AREA OF CONTRIBUTION FEE

WATER / SANITATION DISTRICT

Property Address: 5898 Condor Drive Moorpark Ca 93021

Assessor' s Parcel # 514- Or- 1 Or.11 Tract - 4449 Lot o c in

Zone Clearance U Other ID#

De,sc.ription -of Project Office and Manufacturing Fiuilri; ng

i,- k::- iri.- .: ; r,';i.-,ir:'rir,'ciri; i,-i: -;-i: xiri; iris' r•:- ir•: n'.-; riririr ,'r•;riririciririniir;:; <i; is >c:' ririri; :,'ir;. : r::: i- iririn::-: :-: ^n,.,.- r.. ..:.

Completion of the construction project described above is anticipated in the

coming weeks. After final' inspection, a clearance to occupy will be granted, upon receipt of a completed and signed REPORT OF COMPLIANCE REVIEW form from your

agency. Please review this project for compliance with requirements and payment

of all required fee,g- - rovide infra mation in the appropriate spaces below.

Occupancy APPROVED by. Date b S

NOT APPLICABLE Date



Remarks:

Date

This completed REPORT OF COMPLIANCE REVIEW must be returned to the office of the

Division of Building and Safety indicated below in order to obtain an occupancyclearance and approval for connection of utilities.


JDC: bb / E352

FORM 9001MAIN OFFICE

DB &S 6/ 87 ( Rev. 6/ 22/ 87) 000 South Victoria A rnue, Ventura. CA 93009 10051654- 2771OnANCH OFFICES

Camarillo: 001 Carmen Drive, Camarillo, CA 93010 10051 300 -4270Moorpark: 33 Cast High Street, Moorpark, CA 93021 10051 529 -3940

ESOURCE MANAGEMENT AGENCY

1 , Gv f! R


Date: 3/ 25/ 88

From: TER41NAL DATA CORPORATION

APCD

ENVIRONMENTAL HEALTH

FACILITIES FEES ( Bldg /Sfty) FIRE PREVENTION BUREAU

FLOOD CONTROL

DIVISION OF BUILDING AND SAFETYJ. D. CudmoreBuilding 011icial

GENERAL § ERVICES AGENCY

j PLANNING DIVISIONPWA GRADING / SUBDIVISIONS

PWA AREA OF CONTRIBUTION FEEWATER / SANITATION DISTRICT


Assessor' s Parcel it a1;, nfe -1 nc1 1 Tract ugp Lot o yin

Zone Clearance # Other ID#

Description of Project Office and ManufartLina Ruildinq

s. Y:; i;i, - ieln 'rn'n'neir.' iiricsru' rtaicin; irin'r•: ir-,'ci.. r. r.Yiai aieiai:itdri; ;; ir,',ai:::: ri,'n'; ..:: 'r-:-'; hbh; iari, >::n.... : -: A :..


coming weeks. After final inspection, a clearance to occupy will be granted, upon receipt of a completed and signed REPORT OF COMPLIANCE REVIEW form from your

agency. Please review this project for compliance with requirements and payment

of all required feet' - $ rovide in mation in the appropriate spaces below.

Occupancy APPROVED by_ Date

NOT APPLICABLE1 Date



Remarks:

Date

This completed REPORT OF COMPLIANCE REVIEW must be returned to the office of the



JDC: bb / E352

FORM 9001MAIN OFFICE

DB &S 6/ 87 ( Rev. 6/ 22/ 87) 000 Soulh Victoria Avenue, Vent ur o. CA 93009 1005) 654- 2771BRANCH OFFICES

Camarillo: 601 Carmen Drive. Cama, illo. CA 03010 10051 388 -4270Moorpark: 33 East High Street, Moorpark, CA 93021 ( 805) 529 -3940

SOURCE MANAGEMENT AGENCYp DIVISION OF BUILDING AND SAFETY

J. 0. Cudillore

y

rrrJEpof ®,f9 YCl uI5il BuilUinyOHCial


Date: 3/ 25/ 88

From: TER41NAL DATA OORP WION

APCD _ _ GENERAL § ERVICES AGENCY

ENVIRONMENTAL HEALTH PLANNING DIVISION

FACILITIES FEES ( Bldg /Sfty) - PWA GRADING / SUBDIVISIONS

7—Z FIRE PREVENTION BUREAU PWA AREA OF CONTRIBUTION FEE

FLOOD CONTROL WATER / SANITATION DISTRICT


Assessor' s Parcel # 517— nr,-1nc11 Tract 7dgg Lot Q K. 10

Zone Clearance 0 Other ID#

Description of Project _ Office and ManLar+urin4 SufIriinq

A-:;- kir-,'.- ks;• irin'ririrs'r•.'r•.'. xs ;-in'rn;•s': ir4.•:e-:•:;


coming weeks. After final inspection, a clearance to occupy will be granted, upon receipt of a completed and signed REPORT OF COMPLIANCE REVIE m from your

agency. Please review this project for compliance with requ` rements an ylllent

of all required fees. P vi innff rmation in the appropriate space's " bel -0

Occupancy APPROVED by , / i4 4 Dat

NOT APPLICABLEI

Date



Remarks:

Date

This completed REPORT OF COMPLIANCE 11EVIEW must be returned to the office of the



JDC: bb / E352

FORM 9001

DB &S 6/ 87 ( Rev. 6/ 22/ 87) MAIN OFFICE

000 South Victoria Avenue, Ventura. CA 93009 10051 654 -2777

BRANCH OFFICES

Camarillo: 601 Carmen Drive, Camnrillo, CA 93010 18051 388 -4270

Moorpark: 33 Cast High Street, Moorpark, CA 93021 ( 8051 529- 3940r^,

e a .' FIRE DEPARTME I ENTS FOR CONST4MVION

l

VCFD - 1268, C & D ( Rev. 7/ 83) DISTL..; UTION: White and Canary — Applicant Pink — v ilding and Safety

Fire adorn

Goldenrod— Fire Preventign

soJ

ay 0

1

TO BE FILLED OUT BY APPLICANT) r

JOB ADDRESS 389cS' ' J19 °`"` ' LOCALITY

yfASSESSOR' S PARCEL NO. ` '`'' 2 6 y TRACTOR PLANNING NO.5-0 -;r LOT NO.

i.. i

pDESCRIPTION OF BUILDING: Square Feet No. of Stories

O Use of Building •. L''. 5" Constructio hype

jLUAPPLICANT' S NAME' S N.

frForm to be Returned to:

NAME A DRESS

t RT Y T! If VA,TER AND ACCESS FOR FIRE PROTECTION WILL BESIGNATURE,-P OWNER /AGEN J J f11

PROVIDED AS SPECIFIEc BELOW. r- t', 4 l);,: ,, y N Et Su rtap/ot plan with processing fee and this form to the Fire Departmenta

TO BE FILLED OUT BY FIRE DEPARTMENT) (FOR OFFICE USE ONLY)

FEE PAID

High fire hazard area. Amount $

All weather access that will support fire equipment shall be provided. Certification required: ED YesDate

By ( Initial)

Access width shall be feet. Turn - around shall be provided: Yes or No Receipt No.

Fire flow shall be not less thanCheck No.

rrInstall hydrant(s) at location( s) as indicated on Fire Department approved plans dated

ZO Submit 3 copies of engineered water plans to Fire Dbpartment for approval.

Fire hydrants shall be installed and in service prior to cphsUu tjp

yAutomatic fire sprinkler system shall be installed in accordance with NFPA standards with plans submitted to Ventura [ oUgty .Fire

Department prior to installation.

jjIndividual water system that meets the requirelneilt5 of Rthe FireiAepartment with fittings and location to be approved by the FireDepartment prior to installatio a ¢ d pligir to ry tJ ) 1. p g, na ihstall c t a o

O

Other: u. L F^ I P'' G, . v'4

t.. CA C" ' iJ Ri t- i iI

WATER SUPPLY ( TO BE FILLED OUT BY WATER PURVEYOR)

Size and location of main

T

Approximate distance from parcel

OSize, type and location of nearest fire hydrant

H Static head at F. H. System is designed for normal flow of g. p. m.

LUWHWATERPURVEYOR SIGNATURE AND TITLE

DATE

RETURN TO BUILDING AND SAFETY OFFICE S. E. MASSON, Fire Chief

H VenturaCount%of Ventura

CamarilloO B

Simi Valley ,,$ Y

i/ / BUREAU OF/ ! AS PREI VEINTIONr' i,' I

w Other:Ga(` d[. ( t v" Date:

toT

Expires at time of Building Permit expiration but shall not exceed6 months from date of approval if no Building Permit is issued. Project Located Within Sector of Fir St -

VCFD - 1268, C & D ( Rev. 7/ 83) DISTL..; UTION: White and Canary — Applicant Pink — v ilding and Safety

Fire adorn

Goldenrod— Fire Preventign

soJ

ay 0

1

FIRE DEPARTMENT REQUIREMENTS FOR CONSXRQ ION

VCFD - 1265, C & D ( Rev. 7/ 83) DISI.., BUTION: White and Canary - Applicant Pink Building and Safety Goldenrod - Fire Prevention

TO BE FILLED OUT BY APPLICANT) ,} A,/

O I)

JOB ADDRESS " ' LOCALITY

F

n8ASSESSOR' S PARCEL NO. '•' TRACT OR NO. LOT NO. P{LLAANNING

n'ZZ• 6 Stories(`' 1i DESCRIPTION OF BUILDING: Square Feet ( O( ryo. of

Q Use of Building N ')/ 1],, -. Construction Type —

U APPLICANT' S NAME €. PHONE NO.

IIJU

T°'

TrJ•o AlsoForm to be Returned to: Z0969 V4A/ 77iklf BL.IIG. # ZAPS

NAM ADDRESS • loan / A / tl i/il

CERTIFY THAT WATER AND ACCESS FOR FIRE PROTECTION WILL BESIGNATURE OF O t' ER Si" A

PROVIDED AS SPECIFIED BELOW. NOTE: Submit plot plan with processing fee and this form to the Fire Department.

FOR OFF /CE USE ONL Y) TO BE FILLED OUT BY FIRE DEPARTMENT)

FEE PAID

Amount $ 3q3'(7High fire hazard area.

Date

C3 All weather access that will support fire equipment shall be provided. Certification required: [ 3 Yes3 BY( Ihitlah

pAccess width shall be feet. Turn- around shall be provided: Yes or El No Recelpt No. 3J /

yr 3S(31 6r%/ tun (O 2-U PS-! Check No.' Ro -1LJ Fire flow shall be not less than

Install20 hydrant( s) at location( s) as indicated on Fire Department approved plans dated

0ate `

r

LC1 Submit J.copie5 of engineered water plans to Fire Department for approval.

WFire hydrants shall be installed and in service prior to construction. N

Automatic fire sprinkler system shall be installed in accordance with NFPA standards with plans submitted to Ventura County FireDepartment prior to installation.

Individual water system that meets the requirements of the Fire Department with fittings and location to be approved by the FireDepartment prior to installation, and installed prior to construction.

Other:

WATER SUPPLY ( TO BE FILLED OU WATER PURVEYOR)

Size and location of main

Approximate distance from parcel

Z Size, type and location of nearest fire hydrantO

Static head at F. H. S is designed for normal f w of g. p. m.

LUNWATER PURVEYOR

SIGNATURE AND TITLE

DATE

RETURN TO BUILDING AND SAFETY OFFICE S. E. MASSON, Fire Chief

my of VentuE] Ventura C_ —__ -

Z CamarilloBy.

IRE PRE VENTION3 Simi Valley " /, `O[

W 2 `

BlUfdF

Other: Date:

y Expires at time of Building Permit expiration but shall not exceed Y 6 months from date of approval if no Building Permit is issued. Project Located Within Sector of Fire Station

1

VCFD - 1265, C & D ( Rev. 7/ 83) DISI.., BUTION: White and Canary - Applicant Pink Building and Safety Goldenrod - Fire Prevention

i

Tyi;At- . ? ;EGI!:`•.0 . iUNICIPAL ' WATER DISTRICT

ISTRICT RECEIPT

ACKNOWI: EDGING PAYMENTof the

CAPITAL CONSTRUCTION CHARGEC. M. W. D. Ordinance No. 14)

TO WHOM IT MAY CONCERN:

This District Receipt acknowledges payment of the capitalConstruction Charge in the amount of w 9y-P Thousand One

d Sli

aW0t

dollars

the C laeivas Munic p aer District byCo.. Ltd.—

Name o App' icant)

in < ccordan_ e with provisions of Call.eguas M. W. D. Ordinance Nip. " ". This receipt of the Capital Construction Charge payment ser.(' s to

remove any objection by the District to the issuance to theApplicant named above, any permit to undertake building orconstruction of any phase of the Development referred ro ') ttiow,

or to recordation of a Tract or Parcel Map in the case of Lando; ub- di%:is:i. on:

Assigned Development Designation: Tract 3492, hots 9_& 30

dame of Planning Agency: Ventura County

Member Agency ( Retail Purveyor): V. C. W. W. District __ #1

CALLEGUAS MUNICIPAL WATER DISTRICT

By: Signature)

Title; Accountant

Receipt Date`. April 17, 1984

Distribution:

Applicant........... .... 1 original

Calleguas M. W. D.. ............... I copyMember Agency ( Retail Purveyor). l copy

3 - 80)

i 7 `

t ' M


DISTRICT RELEASE

C. M. W. D. Ordinance No. 14)

TO WHOM IT MAY CONCERN:

This District Release shall confirm that Cabot Cabot & Forbes

Business Name o Applicant)

has complied with the requirementso Ca leguas Muni'-c a Water

hasOrdinance No. 14 as it

relates to the Capital Construction Charge by making arrangement forpayment of said charge to the District.

The District Member Agency or its Retail Purveyor is herebyauthorized to issue a Will Serve Letter, pursuant to Section 5 ofCalleguas M. W. D. Ordinance No. 14 for the following Development.

This Release in no way obligates the retail water agency to providewater to the Developer. Conditions set for water service by theretail water agency must be met by the Developer in addition tothe Capital Construction Charge.

Assigned Development Designation: Tract 3492, Lots 9 & 10

Name of Planning Agency: Ventura County

Member Agency ( Retail Purveyor): V. C. W. W. District # 1


By: 4 nvnd. Signature)

Title: Accountant

Issuance Date: April 17. 1984

Distribution:

Applicant .... ....................... I COPYCalleguas M. W. D ..................... 1 copylc.nber. Agency ( email Purveyor) ..... 1 copy '" 1

NUMBER W 200216

DATE 17r— l -7 —8 /

RECEIPTNO.

O. R. NO.

FLOOD CONTROL ZONE 3ACREAGE ASSESSMENT FEE

Name: OT 17 -/307 —f'

Applicant 1 Address:

Telephone: 27 2-6. - %

Type of0 New Building 0 Single Family Residence 0 City

Improvement

and Location0 Addition ( Over $ 3000) Multiple Residence, (] Unincorporated

Check Three Boxes) Commercial, Industrial

or Agricultural

Deed

Tract

Assessor' s Parcel No. ^ 3 BJJIIParcel Map ` D 7' 1 `

J -

3

L! -

L

Description Street Address: L C "` City / i 6.

of

Property Calculated Acreage:

to be Note 1. Calculated Acreage Not required for Single Family ResidenceImproved Note 2. Building & Safety Office obtain calculated acreage and amount

of assessment fee by telephone ( or by referral of this form) from County Surveyor.

Amount. --? O 0 Determined By: 40C CtlllPal- - tiCOUNTY SURVEYOR EMPLOYEE

AssessmentCollected ey

r7i 7— ' Fee SIGNATURE DATE

Office Collected By:

City Offices Transmit to County in Accordance with Agreement.

Deposit All Offices Send Pink Copy to County Surveyor and Goldenrod -7

Instructions Copy to Flood Control and Water Resources Immediately After y lDeposit of Funds. /

1 ^ 1

PW -473 IRev. 1/ 79) DISTRIBUTIC White — Issuing Office Canary — Applicant <— County Surveyor Goldenrod — Flood Control

VENTURA COUNTY WATERWORKS DISTRICTS

7150 WALNUT CANYON ROAD, P. O. BOX 225

MOORPARK, CA 93021 PHONE ( ON) 529 -1239

April 17, 1984

Resource Management AgencyPlanning Division800 South Victoria AvenueVentura, Ca. 93009

Subject: TR 3492, Lots 9 & 10

Water and Sanitary Sewer Service

Subject property lies within the boundaries of VenturaCounty Waterworks District No. 1, Division 1 for waterand sanitary sewer service.

Applicant has completed financial arrangements and upon

demand the District will provide water service that meetsthe minimum requirements of the State of California Depart-

ment of Health and the Ventura County Fire ProtectionDistrict.

The District also operates the sanitary sewer system andupon demand the District will provide sanitary sewerservice to the subject property.

The anticipated water pressure at the meter is 140 - 160 psi.

Ron Brazill

Engineer - Manager

j' -CJ ' S. L. Goodman

Waterworks District

Supervisor

RB: SLG: RB: jp

cc: John CrowleyRon Brazill

PL)' SE HELP CONSERVE WAT' 1"

ZS6- I° ` itf3o ?' , F O%• t' fD. S

JOB NAME ( OWNER' S, if possible)

p^

DISTRICT

ADD S SC P aG' e nle CGc. GROUP 2' % WE CF = MST.

E= I:MEFVFHD :piDEJ ADD. NEW BLT. REP.

DESIC NEA PHMM '- ' f% AREA 9 % C O P. C. ENGINEER O1

N' , YESACTUAL USE , FAYETS REQ D

ACTUAL HEIGHT /STCRYSS3 W r)

CCCQY.tI'PS ZrAD .- 4j E:CITS RER. s' ti+L . 1 - HCtZ OC4.R.' Tt:;.S YES Q lf0

SPRI= z.RS: n+ MQ HO Q MIND CCCUPANCY RATIO

AREA ALLOWEDs BASIC L Y YARDSX MtbTI- STDP.Y

G sq. FT. AIS . ED > 9,7 Sq. FT. ACTUALx sBRZN•R.ERS •

r^UIHEMITS Ah'D ACFEs"_"-STS2 7 — GG 410,0 % 041 — r

sF sa.. R_„

SMOYPLAN SHOW FIREWALLS, SETBACKSGOUNT` gu sUIRED FOR RESIDENTIAL RECORDED YARDS, REQUIRED

a e., PARAPETS, ETC.....

13 C. LOAD — d

OCCUPANCYZ

EXITS ( min.)_ r

M

o/ VL OA

i

f,e —

LATE SNIT.

Iso

l

2/ 00 AWl- 2ded

NE*_D

CCAJr 1

C1i LCULATIOZIS : LATERRALL r;w4I.lG DN. x- -1lLT. ALL LSOIL REFCRT: Lab G L-/PAZ; ItIDEX BRG PR. l

Q CJ S201A: J.4E OF RSGISTERTM CIVIL OR STRUCTURAL maze -TR OR ARCHITECT

O TRUSS LAYOUT := SHOP DPA4: I irs. CCSLOA.NY . *_.'.' CIR.

HIGH FIRE HAZARD YES Q NO ' PUBLIC ' MMS APPROVAL ' GEOLOGY

G ENERGY CONSERVATION c.%LCL'LAT.nas FORMS FORMS FORMS Q NC TEQAFFIDAVIT FOR UNCONDITIONED BLDGS

36

G CTHER

LATE SNIT. 1 ;,!, 0 STRUCTURAL

2 l

1

NaU/

36 O PtAys APP =ovsD

PLUMING "

r

1AH. PPROV° D

PLANS A

V v

UCABOT, CABOT & FORBES

1 February 1984

CC &F Moorpark Properties, Inc. hereby acknowledges that contract documents forthe R & D Building to be built on Lots 9 & 10 of the Moorpark Business Center

Tract 3492, are being submitted to the Ventura County Building and SafetyDivision for plan review prior to final approval by the City of Moorpark

Planning Commission. CC &F Moorpark Properties, Inc. further understand that

plan check fees paid at this time ($ 3, 451. 83) may be forfeited in whole orpart if the City of Moorpark does not approve the project as submitted. Determination of fees forfeited shall be at the discretion of the Ventura

County Building and Safety Division.

Sincerely,

A %J /` id

CC &F MOORPARK PROPERTIES, INC.

ENERGY CONSTRUCTION STANDARDS FOR i1Ci1- RESID= :iTI:; L CUILDINGS

Statement of Intent for ! ion - Heated and / or ( ion -Air Con--'itionad Buildinq: J. DAVID OSBORN AS

I, REPRESENTATIVE FORSormer of the building to be constructed as a

SHELL BUILDING under at 5898 CONDOR DRIVEbldg. parmit no. location

MOORPARK , CALIFORNIA , hereby certify that I

do not intend to heat or cool this building in such a manner as to be subject to

other than the mandatory sections of the State Energy Requirements.

I understand that if I do heat or cool this building in the future, that I

will be subject to- the energy requirements in effect at that time.

I understand that if I change the use or occupancy of this building in the

future, that I will be subject to the energy requirements in effect at that time

for that specific occupancy.

I also understand that if I become subject to the energy requirements in the

future, it may be necessary to redesign and /or alter ( 1) the building envelop,

2) the insulation requirements of the heating, ventilating, and air conditioningsystems, ( 3) the heating, ventilating, and air conditioning equipment, ( 4) the

service water heating, and ( 5) the lighting of the building to comply with theregulations.

I understand that any of the above changes will require me to obtain the

necessary permits, inspections, and approvals from the Ventura County Building

Department.

Signature of Building Gviner

flailing Address 20969 VENTU BLVD. SUITE 208 WOODLAND HILLS, CA. 91364

Telephone No. ( 818) 346 - 1455

ALLAN AUTOMATIC SPRINKLER CORPORATION OF SOUTHERN CALIFORNIA

FINE PROTECTION ENGINEEN NG CONTRACTORS • CONiRACTOR S LICFNSE NO 16 1782 • RELIABLE SPRINKLER DEVICES

3233 ENTERPRISE ST.., BREA, CA 62621 ( 213) 773. 7616 ( 714) 683. 8500

TEST AND FLUSH CERTIFICATE

Job Name L11if +( 1t 1 yy ll

Job No.

Job Location 1-3j "Sh(h ` IRA lC 1 1!Q \Vl:

M tit; r. R K

UNDERGROUND PIPING AND FITTINGS have been tested at 200 lbs per square inch hydrostaticpressure for not less than two hours.

Type of Pipe ( LAM ) 0 'DXVjLCIQ%W) Type of Joint

Date Tested LIP U-kBy

Witnessed By _ - L-ZLn) 4k, Witnessed By

Allan' s Foreman

Of', /

DATE LEFT IN SERVICE L,- 1-: 2, -at% s Foreman

UNDERGROUND PIPING has been thoroughly flushed per requirements.

Date Flushed 6—,- y VQ nitre_. Allan' s Foreman1

Winessed By L -••"' Z Allan' s Foreman

Winessed By ( ). CZ- y / Of

OVERHEAD PIPING has been tested at 200 lbs per square inch hydrostatic pressurefor not less than two hours.

System No.

Winessed By

Date Tested 9-

Witnessed By

Flow Test - Static P. S. I.

Of V G' l Q

Allan' s Foreman

Residual P. S. I. With main drain valve full open.

Inspector' s Test. I minutes and seconds to operate alarm bell.

Winessed by Allan' s Foreman4Winessed by Of

wr>t+;- mraFtFnirt

FINAL INSPECTION DATE LEFT IN SERVICE O bWitnessed by _ Allan' s Foreman

Address of Project

Residentialf•"") CommerciaUlndustrial

Type of Construction X ' Parcel Number:

Tract Number:

Lot Number.

NewConversion ( ) AdditionNumber of Units: I

X SF/ Unft:

J 11Y" t' RINT or TYPE a# informatDistrict:

X SF/ Unit:

on except afore.)

erne of Applicant: Jurisdiction Issuing Permit:

Unit SF: 1`

X SF / Unit: Unit SF:

Residential Addition /Conversion

Address of Applicant

Increase SF:

Tele hone Number.' P i 1`_

g pace Increase = SF: Plan Check Number:

Applicant is ( X ): ( Developer

c

Name of ProContractor Owner ( Other

Address of Project

Residentialf•"") CommerciaUlndustrial

Type of Construction X ' Parcel Number:

Tract Number:

Lot Number.

NewConversion ( ) AdditionNumber of Units: I

X SF/ Unft:

Number of Units: Unit SF: cX SF/ Unit:

Number of Units: Unit SF:

X SF /Unft:

Number of Units: Unit SF:

1`

X SF / Unit: Unit SF:

Residential Addition /Conversion Floor Area Increase SF:

CommereiaUlndustrial Covered /Enclosed g pace Increase = SF: Plan Check Number:

Total SF:

PRINT Name of City/County Representative' Date

Mobile Home

For additiong remodels, and single lotdeveloPments only; use the continuationform for multiple lot d

I, the undersi / omens.

gned applicant, certify under penalty of perjury that the information in this smy knowledge.

action is correct to the best of

Date

SIGNATURE of Applicant

SECTION B: CERTIFICATION ( To be completed by School District Officia/.) Category of Commercial/ Industrial Development ( X):

Warehouse ( ) OfficLight Industrial ( )

Heavy IndustrialResidential:

COmm ercial/ lndustrial:

Comments:

e ( ) RetailResearch /Development

Transportation /Communications/UtllitiesTotal SF: X CosUSF: $

Total SF: Fee Due: $ —_

i /. l ; X COSUSF: $

Fee Due: $ _ =

Total Fee Paid: $

J1, , • /.' , .: / : /'... ,. ( -/

that applicant complies with therequirements of the applicable "

representing

9ovemment code section(s) pertainincertify

g to facility fees.

SIGNATURE of School District OfficialReceipt Number

VCSS AD-1024Rev. 11/ 88 While — SMOdDistrict

Title of School Distri fficial

canary — permit 1ssu6p gpga(,Y Pb* — Appdkant

I

i

i

I: 1 .

o Ft'E (Jcl6 FORYo

Gn'oSc c'T,

Y

NOMBER,

trDAYE

RECEIPTNO.

O. R. NO.

FLOOD CONTROL ZONEACREAGE ASSESSMENT FEE '

Name:

Applicant Address:

Telephone:

Type of

Improvement

and Location

eck Three Boxes)

Description

Property.'

to be

Improved

0 Now Building

C3 Addition ( Over $ 3000)

Single Family Residence

J, Multiple Residence, Commercial, Industrial

or Agricultural

J City

ED;Unincorporate•

Deed

Tract

AssessotsParcel No.S Parcel Map 16 7 tt7 /t7 '

s•.

584 &C- O7L!/ Z . .... City -- Straet Address:

Calculated Acreage:

Nom 1. Calculated Acreage Not required for Single Family ResidenceNote 2 Building & Safety Office obtain calculated acreage and amount'

of assessment fee by telephone ( or by. referral of this form).'. from County Surveyor.

SEP - 23 - 1996 10: 31

rods.

iiip' Or :

Determii I By- `. COUNTY6 YU!?. ErdPl_ OY EE

ssevmeM liecti °d By, i SIGNATFee .

U RE..

Offi lected By::..

Gr

L( ii City OfflcesTransmit to County in AccordantI All Oftlees: Send Pmk Copy to Courtly Sur+taP'`' # v u. :,, Frn:a Central and Water Resoutd"

SEP - 23 - 1996 10: 31

rods.

iiip' Or :

Post - its Fax Note

Te

CeJDOpI.

Ph, nea7 _

Fasaye . 97? •

1 805 654 3952 98%

7677 0at1111 PaQeS

AL P. 01

P. 01

I By- `. COUNTY6 YU!?. ErdPl_ OY EE

DATE

yqwith Agreemenr,

Gr

L(

Post - its Fax Note

Te

CeJDOpI.

Ph, nea7 _

Fasaye . 97? •

1 805 654 3952 98%

7677 0at1111 PaQeS

AL P. 01

P. 01

J.R. Miller & Associates, Inc.

Architects & Engineers

Project Memorandum

Date: October 14, 1996

To: Joe Vullo, P. E. - Charles Abbot Associates, Inc.

From: Michael Cardoso - J. R. Miller & Associates, Inc.

Regarding: Seagate 2ND Floor Renovation - JRMA Project No. 1907

Building and Safety Plan Review

Mr. Vullo,

All new columns for the Seagate Project were designed as pin -pin connection type columns and thereforeare assumed to transfer only dead and live vertical loads ( all seismic forces are transferred to shear wallsor the roof diaphragm). Under code section 2211. 5. 1 the third term in the equation for axial compressiontherefore would be zero. J. R. Miller's load combination under code section 1603.6 is DL + LL + EQ andcombines both vertical and lateral forces that check for combined stresses in the column. This loadcombination is therefore governing for column design.

If there are any further questions that I can assist or answer please feel free to call.

cc: File

10114M 10.28:55 AM

3020 Saturn Street, Suite 100 • Brea, CA 92621 • ( 714) 524 -1870 • Fax: (714) 524 -1875

I(N, J.R. Miller & Associates, Inc.


Structural Observation FormJRMA Project Name /No. Job No. Report No.. Page No. This report includes all Date

Seagate- Moorpark Design Center 1907 2 1 construction work through: December 4, 1996

Project Location: Structural Observer: Struc. Obs. Phone No.

5898 Condor Drive Joe Vertrees 714) 524 -1870

Moor Park, CA 92370Regestratlo No.

C 51908 (Civil) Building Permit No. Moor Park - #7186Owner: Seagate Technology

nhapmpd gtrurtural Elements and their Connections Observed Areas

Foundations Walls Frames Floor Location and portions of Building Date: Footings, Slabs, & Stem Walls Concrete Steel Moment - special Concrete

cot. nt. &, , tag.T 1x4144. Prestressed Concrete Slabs Masonary Steel Moment - ordinary F] Steel deck T 10. S ' 0Caissons, Plies, Grade Beams Wood Steel braced XWood Yr y Z.5T

Hillside Bldgs - special foundation anch E] : Concrete ductile El .-

srs+ ccrlw'kt1. • e cot.hc 6is w u`s .

ncn, wee Tuwr ruv cn„ nwwn_eTeTFUFUTe eoF TOIIF Tl1TMF nFCT nF MV KNOW FnAKANORFLIEFr

I AM THE REGISTERED ENGINEER OR LICENSED ARCHITECT WHO HAS RESPONSIBLE CHARGE FOR STRUCTURALOBSERVATION;

I, OR ANOTHER REGISTERED ENGINEER OR LICENSED ARCHITECT WHO I HAVE DESIGNATED ABOVE AND IS UNDERMY RESPONSIBLE CHARGE, HAS PERFORMED THE REQUIRED SITE VISITS AT EACH SIGNIFICANT CONSTRUCTIONSTAGE TO VERIFY IF THE STRUCTURE IS IN GENERAL CONFORMANCE WITH THE APPROVED PLANS ANDSPECIFICATIONS;

ALL DEFICIENCIES WHICH I DOCUMENTED HAVE BEEN CORRECTED UNLESS OTHERWISE INDICATED ABOVE; I UNDERSTAND THAT FINAL ACCEPTANCE OF THE STRUCTURAL SYSTEMS BY THE DEPARTMENT OF BUILDING ANDSAFETY CANNOT OCCUR WITHOUT THE CORRECTION OF ALL OBSERVED DEFICIENCIES; I AM RESPONSIBLE FOR THE SUBMISSION OF THE ORIGINAL OF THIS REPORT TO THE DEPARTMENT OF BUILDING AND

Signed At µ di: -W-r— ,CA

City Zip

W ignatureof Registered CK41 or Structural Engineer or Licenced Architect

Structural sewtlon does not wale any of the requirements for building Inspection by City 8 Deputy InspectorsDlsMbutl : Structural Obwrver shall send original to the building inspector's office, contractor shall attach tho Sret copy to Me approved plans. Copy for Structural Obs~* record, owner and distribution.

3020 Saturn Street, Suite 100 • Brea, CA 92821 a ( 714) 524. 1870 • Fax: ( 714) 524 -1875

MAJA Miller & Associates, Inc.

Architects & EngineersStructural Observation Form

JRMA Project Nam e)NO. Job No. Report No.. Page No. This report includes all Date

Ssagstr Moorpark Design Center 1907 2 1 construction work through: December 4, 1996



Moor Park, CA 92370Req T6MOO No. C 51908 (Ciwq

Building Permit No. Moor Park - #7186owner. Seagate Technology

nhae . A Cfna,* wAl FIa,NNeMa and their r.annarfinna Obsewed Areas

Foundations Wane Frames Floor Location and portions of Building pate:

Footings, Stabs, & Stem Walls Concrete Steel Moment- special Concrete

GoF.1N, d..l. tNSl3 -- 11J40Prestressed Concrete Slabs Maeonery 0 Steel Moment- ordinary Steel dell

1> .,,, Celasans, Plies, Grade Beams Wood Steel braced Wood

T

F9tlelde Burge- special foundation anch Concrete ductile

s1' V Gar.1N • G-' Gotw.ttei'S WitV1.S -

3'#. Mi P . IZ+el ntr!i D" fli a aF _$ 7 5 s i1 1. _ To In s l xt'st'1 ..

v WM•a ' fa vp IQt. ' i NA. iS Cswftl i': GIA N, laA cS

I DECLARE T141TTHE FOLLOWING STATEMENTS ARE TRUE TO THE BEST OF MY KNOVA.EDGEAND BELIEF:

1 AM THE REGISTERED ENGINEER OR LICENSED ARCHITECT WHO HAS RESPONSIBLE CHARGE FOR STRUCTURALOBSERVATION;

1, OR ANOTHER REGISTERED ENGINEER OR LICENSED ARCHITECT WHO I HAVE DESIGNATED ABOVE AND IS UNDERMY RESPONSIBLE CHARGE. HAS PERPORMFD THE REDIINS) SITE VISITS AT EACH SIGNIFICANT CONSTRUCTIONSTAGE TO VERIFY IF THE STRUCTURE IS IN GENERAL CONFORMANCE WITH THE APPROVED MANS ANDSPECIFIGATIONS;

ALL DEFICIENCIES WHICH 1 DOCUMENTED HAVE BEEN CORRECTED UNLESS OTHERWISE INDICATED ABOVE; I UNDERSTAND THAT FINAL ACCEPTANCE OF THE STRUCTURAL SYSTEMS BY THE DEPARTMENT OF BUILDING ANDSAFETY CANNOT OCCUR W ITIOUTTHE CORRECTION OF ALL OBSERVED DEFICIENCIES; 1 AM RESPONSIBLE FOR THE SUBMISSION OF THE ORIGINAL OF THIS REPORT TO THE DEPARTMENT OF BUILDING AND

At pf•MW_ , CA

City Zip

E*

W ture f RegleWQ CMI or SUWWFW Engineer or Lk enced Architect I Stamp of Engineer or Architect

tikN,ems ear lwt ealwBy dOa peewee tarbul" kM@Cem by CRY a DaWNWIP" WeeaNrkeM aeww alrll sand o, laYlr b tlw rerlB krpagar•a o1Mq are,eabaM arW urerr oapY b er approvrPlar.

COPY %W SWINA" Ob@WVWS, aarq arrtrre eraa,roa.

3020 .Saturn Street, Suite 100 a Brea, CA 92821 a ( 714) 524 -1870 a Fax. (714) 524. 1875

I NA J.R. Miller & Associates, Inc.


Structural Observation FormJRMA Project Name /No. Job No. Report No.. Page No. This report includes all Date

Seagate- Moorpark Design Center 1907 1 1 construction work through: November 7, 1996



Moor Park, CA 92370Regestratio No.

C 51908 (Civil) Building Permit No. Moor Park - #7186Owner: Seagate Technology

Observed Structural Elements and their Connections Observed Areas

Foundations Walls Frames Floor Location and portions of Building Date: Footings, Slabs, & Stem Walls Concrete Steel Moment - special Concrete Foundations 1117/ 96

Floor Framing, NorthEndPrestressed Concrete Slabs Mesonary Steel Moment - ordinary Steel deck

Caissons, Piles, Grade Beams Wood Steel braced Wood

Hillside Bldgs - special foundation anch E].- Concrete ductile

Steel framing

Foundations were complete, elevator pit was in. Pit at acoustics lab was not poured yet._ Masonry Walls were complete. Steel columnsand beams for second floor were erected. Wood framing for north end was complete. Nailing of diaphragm was in progress. South andof wood framing was in progress. Observed deficiencies at hilti- anchors at steel beam to concrete wall connections. Will provide reviseddetail for using thru - bolts. Observed several fabrication errors at mezzanine to be resolved by Blazing. Provided structural details toJerry Wilkens for previously identified problems.

I DECLARE THAT THE FOLLOWING STATEMENTS ARE TRUE TO THE BEST OF MY KNOWLEDGE AND BELIEF:


I, OR ANOTHER REGISTERED ENGINEER OR LICENSED ARCHITECT WHO I HAVE DESIGNATED ABOVE AND IS UNDERMY RESPONSIBLE CHARGE, HAS PERFORMED THE REQUIRED SITE VISITS AT EACH SIGNIFICANT CONSTRUCTION

STAGE TO VERIFY IF THE STRUCTURE IS IN GENERAL CONFORMANCE WITH THE APPROVED PLANS AND

SPECIFICATIONS;

ALL DEFICIENCIES WHICH I DOCUMENTED HAVE BEEN CORRECTED UNLESS OTHERWISE INDICATED ABOVE; I UNDERSTAND THAT FINAL ACCEPTANCE OF THE STRUCTURAL SYSTEMS BY THE DEPARTMENT OF BUILDING AND

SAFETY CANNOT OCCUR WITHOUT THE CORRECTION OF ALL OBSERVED DEFICIENCIES;

I AM RESPONSIBLE FOR THE SUBMISSION OF THE ORIGINAL OF THIS REPORT TO THE DEPARTMENT OF BUILDING AND

Signed Friday, November 15, 1996 , At Brea , CA 92821

Date city zip

X

Wet Signature of Registered Civil or Structural Engineer or Licenced Architect

Deficiencies Continued on

K

E*

Stamp of Engineer or Architect

Structural Obsemellon does not wdve a" of the requirements for building Inspection by city ! Deputy Inspxmr.

Distribution: Structural Observer shell sand original to the building Inspector' s ogke, contractor shell attach the that copy to the approved plant. Copy for Struptunl Obsprvsr' s record, owner and diebibution.

3020 Saturn Street, Suite 100 • Brea, CA 92821 • ( 714) 524 -1870 • Fax: ( 714) 524 -1875

MAJ.R. Miller & Associates, Inc.


Structural Observation FormJRMA Project Name/ No. Job No. Report No.. Page No. This report includes all Date

Seagate- Moorpark Design Center 1907 1 1 construction work through: November 7, 1996

Project Location: Structural Observer: Struc. Obs. Phone ND.



C 51908 (Civil) Building Permit No. Moor Park - # 7186Owner: Seagate Technology

Observed Structural Elements and their Connections Observed Areas

Foundations Walls Frames Floor Location and portions of Building Date: Footings, Slabs, 8 Stem Walls Concrete Steel Moment - special Concrete Foundations 11! 7196

Floor Framing, North End. F1 Prestressed Concrete Slabs Masonary E] Steel Moment - ordinary Steel deck

Caissons, Plies, Grade Beams Wood Steel braced Wood

Hillside Bldgs- speclal foundation anch Concrete ductile

Steel framing

Foundations were complete, elevator pit was in. -Pit at acoustics lab-was not _ poured yet. _Masonry . Walls were complete. Steel columnsand beams for second floor were erected. Wood framing for north end was complete. Nailing of diaphragm was in progress. South endof wood framing was in progress. Observed deficiencies at hilti- anchors at steel beam to concrete wall connections. Will provide reviseddetail for using thru -bolts. Observed several fabrication errors at mezzanine to be resolved by Blazing. Provided structural details toJerry Wilkens for previously identified problems-

I DECLARE THAT THE FOLLOWING STATEMENTS ARE TRUE TO THE BEST OF MY MOWLEDGE AND BELIEF:

I AM THE REGISTERED ENGINEER OR LICENSED ARCHITECT WHO HAS RESPONSIBLE CHARGE FOR STRUCTURAL

OBSERVATION;

I, OR ANOTHER REGISTERED ENGINEER 08 LICENSED ARCHITECT WHO I HAVE DESIGNATED ABOVE AND IS UNDERMY RESPONSIBLE CHARGE, HAS PERFORMED THE REQUIRED SITE VISITS AT EACH SIGNIFICANT CONSTRUCTIONSTAGE TO VERIFY IF THE STRUCTURE IS IN GENERAL CONFORMANCE WITH THE APPROVED PLANS ANDSPECIFICATIONS;

ALL DEFICIENCIES WHICH 1 DOCUMENTED HAVE BEEN CORRECTED UNLESS OTHERWISE INDICATED ABOVE: I UNDERSTAND THAT FINAL ACCEPTANCE OF THE STRUCTURAL SYSTEMS BY THE DEPARTMENT OF BUILDING ANDSAFETY CANNOT OCCUR WITHOUTTHE CORRECTION OF ALL OBSERVED DEFICIENCIES;


Signed Friday, November 15, 1996 At Brea CA 92821

Date City Zip

x

Wet Signature of Registered Civil or Structural Engineer or Licenced Architect

Deficiencies Continued on Attacted Form

N

Exa


StruaWrM Obeerveuon done not m1w my of the rsgubsmenls for building Inspection by Clry b Deputy IMpeonnDieblbufion: elrustunl obewver *MIl Bend origin! W me building Impmu,,' e once, oord. o. chill Mbroh the first copy to dw eppro~ i pMne. Copy for Struounl Obo~ s rsbord, ormsr and dMMbull".

3020 Saturn Street, Suite 100 • Brea, CA 92821 • ( 714) 524 -1870 • Fax: ( 1- 14) 524 -1875

dfA J.R. Miller & Associates, Inc.


Structural Observation FormJRMA Project Name/ No. Job No. Report No.. Page No. This report Includes all Date

Seagate- Moorpark Design Center 1907 1 construction work through: November 7, 1996




C 51908 (Civil) Building Permit No. Moor Park - # 7186

owner: Seagate Technology

ThfunmP t SYmr-tural Elements and their Connections Observed Areas

Foundations Walls Frames Floor Location and portions of Building Date: Footings, Slabs, & Stem Walls Concrete Steel Moment - special Concrete Foundations 1117/ 96

Floor. Framing, North EndPrestressed Concrete Slabs Masonary Steel Moment - ordinary Steel deck

Caissons, Piles, Grade Beams Wood Steel braced Wood

Hillside Bldgs - speclal foundation anch Concrete ductile

Steel framing

Foundationsmere complete, elevator.px.was in. PA at.acoustics lab_was- not - pouredyet_Masonry.Walls were complete. Steel columnsand beams for second floor were erected. Wood framing for north end was complete. Nailing of diaphragm was in progress. Southendof wood framing was in progress. Observed deficiencies at hilti- anchors at steel beam to concrete wall connections. Will provide reviseddetail for using thru -bolls. Observed several fabrication errors at mezzanine to be resolved by Blazing. Provided structural details toJerry Wilkens for previously identified problems._

I DECLARE THAT THE FOLLOWING STATEMENTS ARE TRUE TO THE BEST OF MY KNOWLEDGE AND BELIEF:


1, OR ANOTHER REGISTERED ENGINEER OR LICENSED ARCHITECT WHO I HAVE DESIGNATED ABOVE AND IS UNDERMY RESPONSIBLE CHARGE, HAS PERFORMED THE REQUIRED SITE VISITS AT EACH SIGNIFICANT CONSTRUCTIONSTAGE TO VERIFY IF THE STRUCTURE IS IN GENERAL CONFORMANCE WITH THE APPROVED PLANS ANDSPECIFICATIONS;

ALL DEFICIENCIES WHICH I DOCUMENTED HAVE BEEN CORRECTED UNLESS OTHERWISE INDICATED ABOVE:

I UNDERSTAND THAT FINAL ACCEPTANCE OF THE STRUCTURAL SYSTEMS BY THE DEPARTMENT OF BUILDING ANDSAFETY CANNOT OCCUR WITHOUT THE CORRECTION OF ALL OBSERVED DEFICIENCIES;


Signed Friday, November 15, 1996 At Brea CA 92821

Date Cily Zip

X

Wet Signature of Registered CNII or Structural Engineer or Llcenced Architect

Deficiencies Continued on

N

Exp.


Structural Observation does not sale any of the requirements for building Inspection by City • Deputy InepeetsnDlatrlbutioni SWUgWMI Otreslyer shell NIW orighml to the building Inspector' s office, contractor shall eeaeh the first copy to the spprowd plane. Copy for Structural Obeer s record, cache OW distribution.

3020 Saturn Street, Suite 100 e Brea, CA 92821 • ( 714), 524- 1870 e Fax: ( 714) 524 -1875

ACCUTECH, INC.

STRUCTURAL INSPECTION CONSULTANTS

CONCRETE • MASONRY • WELD17VG • SEISMIC

2526 YOUNG A JOB N: THOUSAND OAKS. S, CA 91360

DATE: 805) 4923455

PERMIT NO:

PROJECT: CONCRETE. Cl POST TENSION, QSONRY, 0 OTHERADDRESS: A GEN. CONTRACTOR:

OWNER: SUB CONTRACTOR:

ARCHITECT: CONCRETE SUPPLIER:

ENGINEER:

REINFORCEMENT INSPECTED BY:

REINFORCEMENT SUPPLIER:

Locations Of Work Inspected. Work Rejected, Problems. Progress, Remarks Etc:

WEATHER CONDITIONS:

LAB NO. ( LAB USE)

FIELD MARK /NO.

NO. SAMPLES /SET

LOCATION SAMPLED

DESIGN STRENGTH

MIX DESIGN

CEMENT TYPE

ADMIXTURE

TICKET NO.

SLUMP

TEMPERATURE

AIR CONTENT

DATEINSPECTED:

AGE TO BE TESTED' 7 DAYS 28 DAYS DAYS OTHER'

WORK DESCRIBED ABOVE WAS Q WAS NOT D PERFORMED IN ACCOR T PLANS.

INSPECTORS NAME: J 5" 7 SIGNATURE:

TBAIN: JO DAYS, ALL MMPORTS MILL Mi - 11 VNTII ACC9UNS IS 1120 IN CVII. SRSYYSY9 BILLED AT 4 BOOR IIBIYYAIM WICYII >TIWS

CIIO1 WM TI[ L COLLECTION OT A MT E URRLD AL A MLSUST lIXaz TKIRT, ARVli® MILL MH

OITIT= TO ATNUMNMS iYl Im WAYS IYMNMO IN SAID SUIT. THIS FTZ- RZPOMT 1MH 3 A SIB"' BT W URMYRTZOMS BRU TMSTLWO BY ACVff<Jl LOMSIROCTION IMIB[ CTSW1HRSOMHHi.. OUR BURR = S NOT INCLUDE SWSIVISIOB OR 01954C[ ION OP TIDE ACP1L WAR UP 192 pIHTM2LTOR. BIS 2WL0111313 OR AOGIS. THH NtlIUCTOH SHOULD BH EIYOMIQOTHAT IRIT9W THE PMM.TLIR OP COR PIHLU RMPALSENTATP NOR THE OBSOIVASIOB AND TMSTINC BY OUR IM SHALL LIMBS HIM IN AMT RAY NM 01l 3 OISOOPmIID IN = 3WAR. IT IS WOAYTM THAT OUR YIRM Rl L My BM PLSPOMSIHIS SUR SUR W SITE SAPHTT OM TRIS PRPIMCI.

NO. OF HOURS: REGULAR: OVERTIME: AUTHORIZED BY:

LAO

LAB NO.

FIELD MARI

TEST DATE

AGE @ TES

SIZE

AREA

ACCUTECH, INC. STRUCTURAL INSPECTION CONSULTANTS

CONCRETE • MASONRY • WELDING • SEISMIC

yE 2526 YOUNG A

THOUSAND OAKS, CA 91360

805) 492.3455

PROJECT: ) L/e

j iIZ 7 %S9l

i i t


JOB NO:

DATE:, 1 ' PERMIT NO:

CONCRETE, POST TENSION, 9 MASONRY, O OTHERGEN. CONTRACTOR:

SUB CONTRACTOR: -

CONCRETE SUPPLIER:


Locations Of Work Inspected, Work Rejected, Problems, Progress, Remarks Etc:

DATEINSPECTED:

WEATHER CONDITIONS:

LAB NO. ( LAB USE)

FIELD MARK /NO.

NO. SAMPLES /SET

LOCATION SAMPLED

DESIGN STRENGTH

MIX DESIGN

CEMENT TYPE

ADMIXTURE

TICKET NO.

SLUMP

TEMPERATURE

AIR CONTENT

AGE TO BE TESTED: r? 7 DAYS, @ 28 DAYS, n DAYS, OTHER:

WORK DESCRIBED ABOVE WAS WAS NOTE] IN ACC NCE WIT PROVED PLANS.

INSPECTORS NAME: S J`?.. L/ A 7 SIGNATUR '

YRARf: 30 OAYI, ] LL MOASS RILL 0t Rid VRSZL ALCOITT IS MD IN POLL. SHt4I8!' I= 12 S P 8000. YIRII lf, 57111 A 3 HOOK CIYPQ MR CIRCYi TioxS SRI= ACC R R800IAR0 SO nmIn' Zl LBGSL S urz. M SR CCLLBCSION OP A OEBS I8C0101R0 AS L ' MY S3= t OP = 3 SZAPIC, Tr= rl ICLVfR® RILL 80. SNTITLSD TO ATTOURIQI SITS Aldl COSTS INCVRPPD IS SAID SUIT. IRI3 MID R> PORT PARaYT3 A SOWART TIR9 AND IYRIHO BI M1Ti Ctl COtl3YA0CTI011 118PKTIOMPBASOIDD: L. OUR WR WIS 80S I0== SUPOIVISI08 OR 01 BCTZOR OP S8C M1 SOAR OPTIES COIRAACfOR, = 3 ii@IAYIOIS OR AGa1TS. M COM'ASCMR SROOLD R IRWIBD

SBA? RISBEI TIES PR1JdCE M OM P A6PRSSSNIASM NOR YR6 OBSCRVASZ08 AHIl ' RJIZNO By OR PZPM SBALL z= 311 828 b AR w l DVSCTS 0I3CW11UMD IY 8ISIIORR. IS IS ONOWS000 YNRS O0R PYRM RILL ROS R RSSPORSIBIS POA J OR SIM SARSY ON TESTS PANSCT.

OVERTIME: - AUTHORIZED BY:

FIELD •

AGE @ TEST

ACCUTECH, EVC.

STRUCT&OM 12VSPEC7ION CONSULTANTSCONCRF E • MASONRY • WEIDING • SEISMIC2526 YO EVE. ' 1 ( JOB NO: THOUSAND OAKu', C& 91360 DATE. 805) 492 -3455

PERMIT NO

PROJECT: CONCRETE, D POSTT TEN ION, D MAS T

OADDRESS: GEN. CONTRACT R:

OWNER: ~ iAjt9 SUB CONTRACTOR: _; L% .. ARCHITECT: r 1, f CONCRETE SUPPLIER:

ENGINEER: REINFORCEMENT SUPPLIER:

REINFORCEMENT INSPECTED BY: C. ' DATE INSPECTED:

Locations Of Work 1 end, Work , rected, Problems, rggressar, s tc:

WEATHER CONDITIONS:

LAB NO. ( LAB USE)

FIELD MARK /NO.

NO. SAMPLES /SET

LOCATION SAMPLE6

DESIGN STRENGTHa

MIX DESIGN

CEMENT TYPE

ADMIXTURE

TICKET NO.

SLUMP

TEMPERATURE

AIR CONTENT

AGE TO BE TESTED: t DAYS, 28 DAYS, ta D YS! THER:

WORK DESCRIBED ABOVE -WAS Qr'6AS NOT O PERFORMED IN ACCORDII E WI - INSPECTORS NAME: \ irL Et' .' -LC f SIGNATURE: —

TE223: 30 DATE, ! LL M,,, 3 RILL a NS, ORISL ACNOtl4 I2 , AID Itl M . 1E30t1R3 9I11W AT 3 A110 B NWR MINIIIIEIT, h{'f9 A 2 20011 CYARDE M0. ^•"^°'•'• IDN3 3WDLD

ACCOTEC3 a 2W ITAD M MATITUSE LEDAL ACTION MR TOM COLLDCTION O, I T INCIR A3 l AL4rl.T 0I i004 lL=, l4L' 0. ffi8 --- ..=, 20CR2LCH NM i

DN13TLID M ATMIWa, TRI AID) mm LILTDI4DD IN SAID EDIT. TNIS mID vzt pzm S 3 A 301EY2T 0 (! EffiOlTI0N9110 3SIINi or ACCO'IICO MR330.0C w INYC, I4

PEWON26. OIDI N021[ DOED NOS IYGSME 9pPQWISI02 CA D1R3.C3IOtl OP } BE ACltlAi. NMOt 0, , 1@ , 3 O@LO, R, OA E. m 0DN32AL3fY Sao= O rwarmw

THAT 1RI1TR0. THE PRESOICi OT OOA A'IV.D MUSLRATM NOR '= DE3ERVATI0M 220 7131110 DY OOR PAINS Ztl AIR YS ..MR OYDCIS OIMOIYED IN 64

NO2N. IT I] ONDLIfSVOD SHAT OoR 0I3N2 RILL NOT RE REA3?Otl3mu TOR DON ON SITE SAJ321 O2 THIS PAO.IEIT.

NO. OF HOURS: REGULAR , OVERTIME: AUTHORIZED BY:

s ®e s

ti. ` q ° SIN * a.,' q " I? xkti4' E9SD;1s

ACCUTECH, INC. , STRUCTURAL INSPECTION CONSULTANTSCONCRETE • MASONRY • WELDING • SEISMIC

2526 YOUNO AVE. JOB NO: /

A THOUSAND OAKS, CA 91360 DATE: ( p

805) 492 -3455PERMIT NO:

PROJECT: CONCRETE, O POST I N,• O MAS_ONRY O OTHERADDRESS: GEN. CONTRACTOR: -



ENGINEER: REINFORCEMENT SUPPLIER'

REINFORCEMENT INSPECTED BY: , DATE INSPECTE6:

Locations Of Work Inspected, Work Rejected, Problems, Progress, Remarks Etc: A

AGE TO BE TESTED: , 28 DAYS, S. OTH

WORK DESCRIBED A O VE R OR ACC

INSPECTORS NAME: NA RE: —

rmu: 30 Mrs, ALL R S NILL O HNLD UNTIL ADCODNT IS PAID Ix "" nn BSLLO T I M S 9008ACCUYR09 O R WD TO INSTITDTD L . L AOTIM RM M M= c,TION 0! > DOT 0CNNS0 AD RNSMT w TOMITLO TO ATMONRT PBS SO was I9DD99O 0 SAID SUIT. THIS !*°,^ OPntT PRYeOISS A D SOP WSO

PNRDONe4. MR RMN D NOT INCLOM SUVZ" TSIM OR UIRNCTION OP T02; 9010. ® TM , 82

TMT N9P2@A = PRNSDlt6 w WIN IWELD p{ POSS] RATM NOR TO ONSBIW nm ANO TRPTINO NS 009 ! NORM. IT IP DNMRRTODD MT WIN PIRN N NOT HP RRPPDNDIN= POR = 0 M SITR DAPRTT ON THIS PAOJ[ Cf.

NZT9 A 29000. oIDRm lOR CNIm.LDTIODS a013 0 SHiB SpNICN TICRT, ACL'VTP/MR NILL OD =

xTs. ADrnsat eMr

SucnaPrTmN

0A AIN Awr IT CONTAACS00. 88002D O IOON<DSIN IN AN! MIT ! M OSliLTD DISC0TW0 IN HTD

AUTHORIZED .

a MM

MMEMIMMMMIM

ACCUTECH, INC. STRUCTURAL lNSPECTION CONSULTANTSCONCRETE R MASONRY • WELDING • SEISMIC2526 YOUNG AVE.

THOUSAND OAKS, CA 91360805) 492 -3455

PROJECT: - r9NASf7* _s'NPRcalSHEtiPTADDRESS: ifliAT1.IC DR. r V IC : G

SEPIA •

ENGINEER: - 1 4 A4 9I


JOB NO:

DATE: 6PERMIT NO:

O CONCRETE, O POST TENSION. MASONRY, VOTHER

GEN. CONTRACTOR:.A'Y& IL-4 a4 Itr-wes

SUBCONTRACTOR: jqL/J il-& ST

CONCRETE SUPPLIER:


DATEINSPECTED:

LAB NO. ( LAB USE)

FIELD MARK /NO.

NO. SAMPLES /SET

LOCATION SAMPLED

DESIGN STRENGTH

MIX DESIGN 17LI, Lim

CEMENT TYPE

ADMIXTURE

TICKET NO.

SLUMP

TEMPERATURE

AIR CONTENT

AGE TO BE TESTED: 7 DAYS, @ 28 DAYS DAYS, OTHER:

WORK DESCRIBED ABOVE WAS 2f WAS NOT O PERFORMED IN ACCORDANCE WITH APPROVED PLANS.

INSPECTORS NAME: Dc'ROPRN SN/ DEF SIGNATURE: I

TGW: IO DASS, = MOMS 424 n " Td UNTIL ARSNMI IS Y120 IN = S, I. = W= S 02118E AT I AND S NOON 16NIMUMS, WITH A I BCOA HARK FOR GVIC9.LIITIONS SHOOIOAICUTECR BC REQUIREO TO INITITUTE '— C 1CTION FOR In COLIICIION OT 1 0 ® T INC9WUD L l RESULT OS YOUR JASWT R & Of ws = 91a 12a 2, AMUIYm WI4 HEMITIiO TO ATSOORNHT 2 SNU MSTS INIIIPR[ IN ] l20 SUIT. THZS PIll RVORT TRHSDRS A SPJ4HI OC M= nTIONS JUX0 TEITIHO HI ACL4fE] I =, TROCTIOH IWmLCIION

D EWRSONI@2. OUR WORK WIS NOT IWCI00H SWRIVISION OR OIDYCIION OP TRR ACI0A2 RUNS( N SHE MWTR] CNR. HIS ID@IOTEHS OR SARDINES. m 29WYIUCMR SH00ID BH I}pOpROn THAT tR,ITH[ R = RRLSIOWM W OOR EILSA WRESSNSSSM NOR INS OBSONATZON ,, 0 TINTING BI OUR TIAM SHS21 ESOOSE AIN IS ANT ( pI NR DBESCTS OISOOVDICO Itl RSSI`/,,]/ WM. IT IS ONOCISTWO iWT OUR EIIW US=

A..

BS RYSROtlSI01i MR JON OR 31ITS . Y T ON TRIS PROJECT.

NO. OF HOURS: REGULAR: u OVERTIME: v AUTHORIZED BY:

1= 1tl11a

LAB NO.

FIELD MAi

TEST DAT

AGE @ TE

SIZE

AREA

LOAD

TEST P. S. I

ENGINEER:




DATEINSPECTED:

AGE TO BE TESTED: n 7 DAYS, @ 28 DAYS. DAYS. OTHER:

WORK DESCRIBED ABOVE WAS C1, WAS NOTE] PERFORMED IN ACCORD PR VED PLANS.

INSPECTORS NAME: SIGNATURE:

TSRNf: 30 DAYS, ALL REPORTS WI RR 1@YD UNTIL AMOUNT IS PAID IN POLL. SP3IYI= 3 BILIBD AT 1 AND NOOK IQN KITH A ] HOUR pI3R44 MR CKIRIZ KTIONS SHOULD

ACCtRRCN SN REQUIRED) TO IN ' 1. 111A1 ACTION FOR TBi .= DITION OP A DIDT IWVRRXD AS A RS M YONt TANCN 0) THIS SG{ PKS YICSRS, ACCU' ISCH iRLL 8S

SNTITI= TO ATNWSBLI 5IIS AND COSTS INNRRND IN SAID SUIT. T= 3 PAID REPORT PRBmrYi A JUNNARY W S AND TSTTIM BY ADLOTT7{ CONSTROCTZON INW IQN

PNRSONIB: L. WR MAX = 3 NOT INCIDOH SWHRVISION OR DIRZITION W = X19AL NWN W THB CONTRKTOR, HIS M1D1R1 OR ACIENTS. THB IONNJCMN SHOOLD HN rxr WTHAT X& ITNNR THE PKSDIQ W OOR TIL3D RPPRSSNNSATIVN MR TNN OHSOtVATION AND TNSTINO BY OUR RIRN SHALL NYLO. TN KEN IN ANY RX1 M WJ2LTS DIS= rZRXD IN HISMRS. IT IS VMRR, 00 TRAY OUR TIIW NILL NO[ St RASPONS.. FOR ] OB OR SITL IAPITY ON TRY. PROJSCL.

NO. OF HOURS: REGULAR: / OVERTIME: AUTHORIZED BY:

LAB USE ONLY

LAB NO.

FIELD MAR

TEST DATE

AREA

P. S. 1

ACCUTECH, EVC.

STRUCTURAL INSPECTION CONSULTANTS

CONCRETE • MASONRY • WELDING • SEISIWC

my—

2526 YOUNG AVE. JOB NO: THOUSAND OAKS, CA 91360

6051492-3455DATE:36

PERMIT NO

PROJECT: CONCRETE. O POST TENSION, KJASONRY, OTHER

ADDRESS: GEN. CONTRACTOR:



ENGINEER:




DATEINSPECTED:

AGE TO BE TESTED: n 7 DAYS, @ 28 DAYS. DAYS. OTHER:

WORK DESCRIBED ABOVE WAS C1, WAS NOTE] PERFORMED IN ACCORD PR VED PLANS.


TSRNf: 30 DAYS, ALL REPORTS WI RR 1@YD UNTIL AMOUNT IS PAID IN POLL. SP3IYI= 3 BILIBD AT 1 AND NOOK IQN KITH A ] HOUR pI3R44 MR CKIRIZ KTIONS SHOULD

ACCtRRCN SN REQUIRED) TO IN ' 1. 111A1 ACTION FOR TBi .= DITION OP A DIDT IWVRRXD AS A RS M YONt TANCN 0) THIS SG{ PKS YICSRS, ACCU' ISCH iRLL 8S

SNTITI= TO ATNWSBLI 5IIS AND COSTS INNRRND IN SAID SUIT. T= 3 PAID REPORT PRBmrYi A JUNNARY W S AND TSTTIM BY ADLOTT7{ CONSTROCTZON INW IQN

PNRSONIB: L. WR MAX = 3 NOT INCIDOH SWHRVISION OR DIRZITION W = X19AL NWN W THB CONTRKTOR, HIS M1D1R1 OR ACIENTS. THB IONNJCMN SHOOLD HN rxr WTHAT X& ITNNR THE PKSDIQ W OOR TIL3D RPPRSSNNSATIVN MR TNN OHSOtVATION AND TNSTINO BY OUR RIRN SHALL NYLO. TN KEN IN ANY RX1 M WJ2LTS DIS= rZRXD IN HISMRS. IT IS VMRR, 00 TRAY OUR TIIW NILL NO[ St RASPONS.. FOR ] OB OR SITL IAPITY ON TRY. PROJSCL.

NO. OF HOURS: REGULAR: / OVERTIME: AUTHORIZED BY:

LAB USE ONLY

LAB NO.

FIELD MAR

TEST DATE

AREA

P. S. 1

ACCUTECH, INC.

STRUCTURAL INSPECTION CONSUffr" TS

CONCRETE • MASOrWT •. WELDING • SE . AffC2526 YOUNG AVE.


805) 492 - 3455

PROJECT: ` C/ @a a ' E? G1 wl, 9

ADDRESS: ; r % OWNER:

ARCHITECT: C1 ' i fdSS G/ 7' C5ENGINEER: A


11

1.

JOB NOp /_

DATE: i 0 d 7- PERMIT NO:

CONCRETE, O POST TENS ON, O MASONRY,

04TH/ Rip$ GEN. CONTRACTOR

SUBCONTRACTOR.

CONCRETE SUPPLIER:


DATEINSPECTED:

LAB NO. ( LAB USE) oee yl

i

N

FIELD MARK / NO.

ACCUTECH, INC.

STRUCTURAL INSPECTION CONSUffr" TS

CONCRETE • MASOrWT •. WELDING • SE . AffC2526 YOUNG AVE.


805) 492 - 3455

PROJECT: ` C/ @a a ' E? G1 wl,9

ADDRESS: ; r % OWNER:

ARCHITECT: C1 ' i fdSS G/ 7' C5ENGINEER: A


11

1.

JOB NOp /_

DATE: i 0 d 7- PERMIT NO:

CONCRETE, O POST TENS ON, O MASONRY,

04TH/ Rip$ GEN. CONTRACTOR

SUBCONTRACTOR.

CONCRETE SUPPLIER:


DATEINSPECTED:

LAB NO. ( LAB USE) oee yl

p !f

N

FIELD MARK / NO. Y Ili PY UQ7 o

Y

NO. SAMPLES /SET k' r Y/;

LOCATION SAMPLED P P y AODESIGN STRENGTH r +

MIX DESIGN

CEMENT TYPE

ADMIXTURE

TICKET NO.

SLUMP

TEMPERATURE

AIR CONTENT

A(' F Tn RP TFCTFf1- ( ai 7 DAYS_ 28 DAYS. / N DAYS, OTHER:

WORK DESCRIBED ABOVE ASN WA$ NOTO

fPERFORMEDIN ACCORDANCE ITH APnPROVEO PLANS.

INSPECTORS NAME: C) Ki+ f (,{ Y SIGNATURE: ((,, a' 7-4&

TOI9: 30 Olaf, ALL WINTf NTLL as NX= UNTIL ACCOOaT 15 PAIO IN V - f9AVIC29 SIIS2U AS 9 AND A B06 MININ49, WITH A 2 a90R II20 IOA CANCeLTITIQNf 9N002D

ACCOTEIX 9E AEDOIFED TO INSTITUTE I=-, U IW SM III COLLECTI09 01 I MINT INCOMED A9 l aESOLT A TODa l0 ® TIaQ or THIN fQVICa TICXET, ICOS[ CB WILL YtNTITLED TO UT'PIIIRT MS AM OUSTS IYWAAAD IN SAID SVIT. THIS IIRLO RAPIST PAAAY'TS A SIMma W ONNN STITIM Alm TNN` T N: aT ICLO(7N CVN9S400 W TNffE N*

THATIaIL. OCNS DOES YOS MR

1139VPASIVISION OR DID2afIOa OP T UL'falli. N, ,,, M CON1a SIN AIS OfWSY9 a IN ANY >$ COYS'afL'TIt DIS Y I IN US

WART I6LT IS xaN PPE9YR Of OOA TINS AEPPE9LIS'

NNS "S

NIOa9MOlS2W Alm SS' N" ax ODA ) IIOI SAUCE AACOfS Bal IA 11T RAT IOa DOTCTf DIfCOVWm 2N. EIfiNIM. IS If ImWS00D THAT OQA ICI HILL NOx Y aaf90NTIBL9 90A JW OR SITS 9} P9SY ON T82f PAO2aCf.

NO. OF HOURS: REGULAR: __ 6__ OVERTIME: AUTHORIZED BY: % - -- —

LAB NO.

FIELD MARK /NO.

TEST DATE

AGE @ TEST

SIZE

AREA

i-

ACCUTECH, INC. STRUCTURAL INSPECTION CONSUftANTe" CONCRETE • MASONRY • WELD12VG F SEISMIC2526 YOUNG AVE. JOB NO: /

THOUSAND OARS, CA 91360 DATE: - -, + 4 k' 805) 492 -3455

7

PERMIT NO:

PROJECT: T

f Q %` U O CONCRETE, O POST TENSION, O MASONRY, L!'DTHER -

ADDRESS: Sf r3 CJ'r( 6Y D ll''e11I IC GEN. CONTRACTOR: 677071! fq f y+ Ic/P r. 5 4 f1PC7vksOWNER: ? SUBCONTRACTOR, 642,k' ILlARCHITECT: . 1Ir { F 4 A -S;+. k m7e":S CONCRETE SUPPLIE

ENGINEER: r REINFORCEMENT SUPPLIER:

REINFORCEMENT INSPECTED BY: , DATE INSPECTED:

WEATHER CONDITIONS:

LAB NO. ( LAB USE)

FIELD MARK /NO.

NO. SAMPLES /SET-

LOCATION SAMPLED

DESIGN STRENGTH

MIX DESIGN

CEMENT TYPE

ADMIXTURE

TICKET NO.

SLUMP

TEMPERATURE

AIR CONTENT

7

WORK DESCRIBED ABOV WAS WAS NOT PERFORMED IN ACCOROAf E, WITH APPROVE PLANS.

INSPECTORS NAME: - ' "( %+ '' I 1 : SIGNATURE:

GPIt: 30 LMxf, aLL ppOBTII PIIS O DBLD UNTIL ICDDUB'I I8 FILD IN FDCL. SJUX71Qe BILVD IT 8 DIID B Boll PIPIIDBIf. 921 l F BOSt CBBRQ M OD010BLLITIOBB fHODId

ACCl1} F® BB ABOVZPBD SO SYYfiTOQ LBDIL KTIOP 60R TED. T. TRIS F W 1

ORTIYNPfFD Y l AiDU1} A IOUB IQNS = Q Q 02 B fLIFIQ S USNI If'GW T" " U' BP

ml'fITLBD TO OUR

NQl8.} Flif M ODFxf ISUPEDPD I ON 801T, } BID FT81 AVOBT UNN W I fOWBB} DF OBfeRWWT Ilm TBDTOPi B} 1CDU'IIQ CDPBTBOCIIOP IPeFDC} IOPD014 = To OUR DQB OOB: BOT IIPIAQ 90FFBTIeI011 OR DIBFCIIOB OF T>Q %nom, BOA- a'Its BY OU SIN 8If Wm20I n OB IN ANY } ODYdIC20B Dls Bi 0 =3

TBI} HIIT 12 UND

2UMNSDQT OUR FIELD B=

NUTITITIVFNOR SUS OBfQFA} UN T *" NTT 8} OUR FIIIP fBiLL BFCOA ® 1 IB IB} BB} M0. D8} FLTD DIDNFDPBD III BZ8NOBIt. I} 2f OBDDIi'1CI0D Rfl} pD{{ FIRM PILL tl0S Bf PffFOBfDL[ POA ..1./®.. GM1 9x11 fYi }! 011 THII PAW[ Q.

NO. OF HOURS: REGULAR: OVERTIME: AUHORIZED BY: , r" •1

LAB NO.

FIELD MART

TEST DATE

AGE @ TES

SIZE

AREA

LOAD

TEST P. S. I.

Ii!

I

ACCUTECH, INC.

STRUCTURAL INSPECTION CONSULTANTSCONCRETE • MASONRY • WELDING • SEISMIC2526 YOUNG AVE.

JOB NO: —

yJ— THOUSAND OAKS, C.9 92360

DATE: 605) 492 -3455

PERMIT NO: PROJECT: CONCRETE. O POST TE ION, 0 MASONRY, OTHERADDRESS: GEN. CONTRACTOR:

OWNER: SUB CONTRACTOR: r ARCHITECT: CONCRETE SUPPLIER:

ENGINEER: REINFORCEMENT SUPPLIEROZ

REINFORCEMENT INSPECTED BY: - DATE INSPECTED: --' 17Z1W,5F7 e4

Locations Of Work Inspected, Work Rejected, Problems. Progress, Remarks Etc:

LAB NO. ( LAB USE)

FIELD MARK /NO.

NO. SAMPLES /SET

LOCATION SAMPLED

DESIGN STRENGTH

MIX DESIGN

CEMENT TYPE

ADMIXTURE

TICKET NO,

SLUMP

TEMPERATURE

AIR CONTENT

AGE TO BE TESTED: 7 DAYS, 28 DAYS r1 DAYS. OTHER:

WORK DESCRIBED ABOVE WAS Q WAS NOTP PERFORMED IN ACCORDANCE WITH APPR9,VED PL S. INSPECTORS NAME: SIGNATURE:

TLYYS: 30 DAYS, " MORTS HILL RZ RITZ UNTIL ACCOVIR 15 PAID IH POLL. PAVZQ9 BILLPD AT I B MOpA IQyI) L4• RSTR A2 9WA p "/= N0. COUSMX I,ATIOH! lfiO= ACCOITSJ; 8P. RlO0= TO INSTITTIZ 1- 1- 11CTION FOR THE W= TTION OF A MT INCUR A9 1 PlSUL YWA S3HQ DP IRIS # APIA ' ISClut1', 1CL4SLf8 PILL B8PNSITLLI TO ATTWNRT TQS AIA COLTS IYMIRTII IN 9120 SUIT. THIS PI. ID AYPO0.T PRLSDR! A 90W\ RY OF 0 IOY9 AYD Tt] T2tl0 BY AGC9TlQ CbHITAOCIZOY ZN9PCCfIOHPPRSOWSL. OVA W01. MSS NOT N= OON 9WOIPISIOtl OR OISSCTIOtl OP THE lC1OAL YOiR OF TOM CONTRS4 A' Y25 W. OR AGnIII. = CONTRACTOR 5g0pLp = IppryO<D

TINT NNIT85R IN, PRCSp1Q OF pOR 1IDD RxSRLTIRTATZK NOR TI2 055PAVATIOX RIO, TESTIRG DT OUR PZRM 55ALL IiCV56 ! ZY IS ANI NST FOR DQ2CT! DIICOVERSO a USWRR. IT ZS ONUSRSTOOO TWT MR LIRA iR OT BI PISPOYSISIi POR 1Q OR 9ZTS ] YSSS ON TNI! PA0.ltCI.


LAB USE ONLY

FIELD MA

E ( a) TEST

LOAD

ACCUTECH, INC. STRUCTURAL INSPECTION CONSULTANTS

CONCRETE N MASONRY • WELDING N SEISMIC2526 YOUNG AVE.


805) 492 -3455

PROJECT: l(2 Y0 G

ADDRESS:

L

5 Im YJY

OWNER:

ARCHITECT: PENGINEER:

REINFORCEMENT INSPECTED BY

JOB NO: TPUDATE:- d! z7ct

PERMIT NO:

a CONCRETE. POST TENSION. MASONRY THER

GEN. CONTRACTOR: v e r.5 -i-/ j c

SUB CONTRACTOR: Y) Ilof

CONCRETE SUPPLIER:


DATEINSPECTED:

WEATHER CONDIT

LAB NO. ( LAB USE)

FIELD MARK /NO.

NO. SAMPLES /SET

LOCATION SAMPLED

DESIGN STRENGTH

MIX DESIGN

CEMENT TYPE

ADMIXTURE

TICKET NO.

SLUMP

TEMPERATURE

AIR CONTENT

4GE TO BE TESTED: n 7 DAYS. 28 DAYS. ( @ DAYS. OTHER:

WORK DESCRIBED ABOV- S &U WAS NOT 0 PERFORMED IN ACCORDAN E ITH APPRO PLANS. lINSPECTORSNAME: / 0Vb -0 'V.- Pa YO-- _ SIGNATURE:

FSSW: IO DAYS, UZ MONTS RIss BS BYID VUIL ACCOVNT Ii IUD IN I=. SLtnm RITIRD AT I AND B H IQNTNINS, RITE a 2 BOOR CBSRCf FOR, G CBIL\ TI, U 3B0D20ACCVTRC4 OR RZOVIRRD TO INSTITRIR IRfiL ACTION FOR In COLLECTION or a OUT ZB% TDC&D AS A RRSVLT Of rm lL1: pTlNa Or THIS SRRFIa n=, aCL'VRa BILL BRENTITZID TO ATTODRKRY PUS AND COSTS INCCRU* IN SASD SOTS. THIS I= MORT PRBSMS A SD Y Of OESHIVITIONI AND TSffZBC BY ACCYTRD, CONffRDCTZOR IN>PCCTSONPPRSONNU. O' S' ROOM COi1 WR INCIODR iOPNtRZSIOtl OR OIASCIIOtl Oi` 1'8D ACAAL ROAR W YEP. CYRIlSCKR, HIS L@LOS$ S OR A( S1TS. TBe CCNTpaCIOR SBppyp eR IWOWaOTHAT MITBN TNB PRLSINCI OF OOR PSID RfPRUXITATM NOR TNC OSSIAVAIION AND TUTINC BY OCR FIRM SHAH ISCOU STN IS SEI NU NR OVSCTS DISCYIRRED IS USFORK. ST ZS ONDPR.TTOOD THAT OCR rmN RILL NOT BR AMORSIBIS FOR SOB OR $ in SURTT ON THIS PROJICT.

NO. OF HOURS: REGULAR: — 6-- OVERTIME: AUTHORIZED BY: _ 0

LAAo uac

FIELD

AGE

AREA

1

ACCUTECH, <,EVC.

STRUCTURAL 'INSPECTION CONSFJLTAiVT3x` 5

CONCRETE • MASONRY • WELDING • SEIS•Ifg4' 2526 YOUNG AVE.

THOUSAND OARS, CA 91360805) 492-3455

PROJECT: ' r&RIAPJl' 1MPJZOVM6A17ADDRESS: 8 wmnog niz 1 tIfflaJmOWNER: S&,Ai9pTL's. -T15-GF4 jVPJ. Q6tYARCHITECT: X R. t4l Fy. E ASSos" ENGINEER: SA.Ko • REINFORCEMENT INSPECTED BY:

JOB NO:

DATE: 9 PERMIT NO

CONCRETE, O POST TENSION, AAASONRY, OTHER S. S. GEN. CONTRACTOR: tAGtl tl'./ Fitl4L13FQ{ ! tSUB CONTRACTOR:

CONCRETE SUPPLIER:

REINFORCEMENT SUPPLIER: k'

Locations Of Work Inspected. Work Rejected, Problems, Progress, Remarks Etc:

DATEINSPECTED:.

5 u A) S

IywlrT3'ut F 1'.i' 1 _ T. irI lIF1 1 Fjfa : S /n]i'F' iit7 ll:Q ar d7fai7 ?1 L, 7 ?'rte?: ? ti'd "A

WEATHER CONDITIONS:

LAB NO. ( LAB USE)

FIELD MARK /NO. 6U' fc

NO. SAMPLES /SET

LOCATION SAMPLED z nPz r A J 41

DESIGN STRENGTH

MIX DESIGN L..

CEMENT TYPE

ADMIXTURE

TICKET NO.

SLUMP

TEMPERATURE

AIR CONTENT

w AGE TO BE TESTED- @ 7 DAYS 28 DAYS DAYS OTHER:

WORK DESCRIBED ABOVE WAS4 WAS NOT PERFORMED IN ACCORDANCE WITH, APPROVED PLANS.

INSPECTORS NAME:. AIA SMIDW SIGNATURE: 00. 0

RKS: 38 HAYe, 11.1. 8slO MILL R HELD UNTIL IONiI11T Ie FIIO IM FOIT.. 8a8 = BI11= KT 1 8MB B M MINIM M8, RISE 1 2 8008 ---- MR O• CRLLaTIOMS si0L0

1000 R RRORRV TO RsSR1'OSR • - ^ r l 10V FOR TR COLLSCTIOM a l ORT INLTIMW " l R80LT OT 5008 w T828 HRFI08 } SORT, HILL sR

MMTSTLMD SO RT" Mw i dMD CORTB lMC9RRRD IM 8\ IF " IT. TMIB FIMID R T FR888IR8 8 8FY0R3 N O8R8unw N•' LMBTIIN 8T 8CNS8CI{ GCWTWL•1Tg1 xMY ox1.R9010• L. = MOMM OOL4, MOS IIIC[ AO. 5wzvv%ffxw OR OIRR 1" OF = lCTOaL MOR OF TR OOMTR8C ' u8 zwFwIuzz OR B S. SR COM'1RaC8mt tiDOID S xx O

THAT == R TR sRR> OOS sI a0R Fffia ABFRaeRTBTM N= TR OMBFR• FBTIOM AID7 ' le8TIM0 By M FIRM BLLL z== 53M IM eR RI Ftlt.[ 6 v DI80pFO1R0. IN us

WORM. IT Is RxmRaxao MT ot6 FIRM WIU. NOT R Nzammsmis FO8 = 0 M s3TS saFSal ON Tub PROJECT.

NO: OF HOURS: REGULAR: -- L— OVERTIME: 1--Z, AUTHORIZED BY: —

C.g

rCM. S.

yr ,.. :: IDtP4" ,. . el i a , yai;, a. . ,e... aigw: 4 . i ".d, m >ry!F" i ' ° r, q, •, i: a

ACCUTECATI, INC. STRUCTURAL INSPECTION CONSUL AI

CONCRETE • MASONRY • WELDING • SIjYS ) _

2526 YOUNG AVE. JOB NO: tt ^^ pTHOUSAND OAKS, CA 91360 DATE:eu„ccL I Gp

805) 492 -3455PERMIT NO

9THE RPROJECT: - MJAAI 1 S' M PRO V E M EkdT CONCRETE, O POST TENSION, MASONRY.

ADDR ESS: - 5_ 9A Cd AJ c7FZ hiOt3i2PK • GEN. CONTRACTOR:!' TC1RsOWNER: SCA64Tox r GHNO O(? SUBCONTRACTOR: RIA2 NCY $ j'EELARCHITECT: T R M I' iR R A SSO('. CONCRETE SUPPLIER: "'•

ENGINEER: SAME Tf REINFORCEMENT SUPPLIER:

REINFORCEMENT INSPECTED BY: . DATE INSPECTED:

Locations Of Work Insp¢ cted. Work Rejected, Problems, Progress, Remarks

t

rkr C700AJ OF

UR

WEATHER CONDITIONS: —

LAB NO. ( LAB USE)

FIELD MARK /NO.

NO. SAMPLES /SET

LOCATION SAMPLED

DESIGN STRENGTH

MIX DESIGN

CEMENT TYPE

ADMIXTURE

TICKET NO.

SLUMP

TEMPERATURE

AIR CONTENT

AGE TO BE TESTED: C@ 7 DAYS, 28 DAYS DAYS OTHER:

WORK DESCRIBED ABOVE WAS d WAS NOT O PERFORMED IN ACCORDANCE WIT{ I APPROVED PLANS. INSPECTORS NAME: ' P Anv H N tDf t SIGNATURE: A

TRAMS: 20 DAYS, ALL MUSSS RILL RP. NNID MTIL ACCOUNT IT PAID IN POLL. SBt T= SILLND AT 4 AND B NOON MINUNS, BSTB A 2 NOM OYBIS FOR CAN = GVS sN00L0

ACCOTNM BL RSOOSPND TO IDSTLS4fs LW'W ACTIM A TIR ML MION OP A 0® T INLT9 1D AA a MMT OP YM AIXaTANCN OF ws SMIM TICOTT, A= UT[ CN NILE BSMIT= TO ATIGOPDIT PARS AID COSTS INCDN ELD IN SAID SUIT. = 3 PIBID R T 11CLS RS A DOMMART OP OBSBRVATIMS AND TSST2NC BY lx S w

P, ASONRLS OM NORR DOTS ROT I CADS 8W8IIP28IM M NOR 710 210v 2a, OP TNN By SUN9IN NIS D= 7n MAINTRH COMLWCTM SHOOED BB IIWOOm

TNUI IR12 IS T1DI PREJ!'M Of DM PIBLD RVRNOT ON NL NM THB oBRBRVATIM AID TB] TIIqBY ODR PIWI TBALL LYCDAB 82N IN ANY NAY POR DSPBCIP DI ID us A

NMII. R MOBNNTOOD TYAT OUR PIRN RIIQS NOT BZ PR1PONiIDLN POR JM M RITN fARTT M TBIA PAQTNCT. ' L. J.

LY / NO. OF HOURS: REGULAR: _ it —, OVERTIME: AUTHORIZED BY:

FIELD MAAK/ NO.

TEST VATE

1[ ACCUTECH, INC.

STRUCTURAL INSPECTION CONSULA11

CONCRETE N MASONRY • WELDLIVG SI(iTS C

2526 YOUNG AVE. JOB NO: THOUSAND OAKS, CA 91360

I DATE: 805) 492 -3455 + v

PERMIT NO:

PROJECT: " CE r1AAl i SM P(+ ilt N g nJT O CONCRETE. O POST TENSION, MASONRY, BOTHER

ADDRESS: MIA L', 01JD0t- OR HCOAPA" GEN. CONTRACTOR: FAC' t4tTy jjuilaF2 ` F p(XjOWNER: SCA GA' t G : rrCkl nld(„ 0rwJ SUBCONTRACTOR: I& A21 Wi STYE LARCHITECT: ' 7.R. Mtj,j,. L ASSLC• CONCRETE SUPPLIER: \.

ENGINEER: SpmjI, =, !• REINFORCEMENT SUPPLIER: _ N,


Locations Of Work Inspected. Work Rejected, Problems, Progress, Remarks Etc:

WA

E

WEATHER CONDITIONS:

LAB NO. ( LAB USE)

FIELD MARK /NO.

NO. SAMPLES /SET

LOCATION SAMPLED

DESIGN STRENGTH

MIX DESIGN

CEMENT TYPE

ADMIXTURE

TICKET NO.

SLUMP

TEMPERATURE

AIR CONTENT

AGE TO BE TESTED: n 7 DAYS, 28 DAYS, % _ DAYS, OTHER:

WORK DESCRIBED ABOVE WAS eWAS NOT O PERFORMED IN ACCORDANCnE WITH APPROVED PLANS

INSPECTORSNAME: P- eoaaw $ tiI +Df1E SIGNATURE:

TGIWi 30 " YS, = WORTS 1I1I BL A= UN4IL ACCOOIR IS PAID IN PDII. SHWIDBS WIM AT I AND B NODS MINIMUMS, BITS A I BOOR C POA CANCPSLTIONS SBOUID

uTt= N1SQUISBD TO INSTITOTB •...•+ ACTIW FOS INS COLIBCIIOM OP A DEBT IMUIMSO AS A RSSUIT W YOUR AU ® TAMDB OP TBIS SARPI6 TT=& T, AUCOR® Sam BB

BN 17M SO ATDOURIRS PYS Alm COSTS IIL'mIPFA IM SAID SUIT. THIS FS SSPORT PSi40Ri A SUISURT W OBSONPATINS AIm TBSTIMU By SNX9'PR91 ONSTAOOTIN S@SCTINPRRSONM6L. OUR MOSS DNS SOT rvd SWRAIrISIW ON DISSCTION W INS . rwna.. MINK W TMS CONTRACTOR, IRS Tl@IOYSSS ON MENTS. TO LVMITACIOS SBOVLD BB IQWItD

AT daTSRS M P93MRIS W ODR N RTPRBSCNTATrn NW INS OB>ml4ATioM Alm TBSIIMU n WS P NBAII BDWSB BIM IN AMS N0T M- GBPRCIS DISWVIMBD II BISNOIU. IT IS ONCWT000 THAT WA FIRM MILL NW RS RLPONSISM POS 4N OR SITS SYNTT W MS PRWVY.

NO. OF HOURS: REGULAR: OVERTIME: - AUTHORIZED BY:

I LAB NO.

TEST DATE. --

SIZE

r--

ACCUTECH, INC. ^,

STRUCTURAL INSPECTION CONSUL

CONCRETE • MASONRY • WELDIlVG, • AS iS1V1 C

2526 YOUNG AVE. •' JOB NO:

THOUSAND OAKS, CA 92360 DATE: 805) 492 -3455 p'

B !

0PERMIT NO:

PROJECT: CONCRETE, O POST TEN N, , SONRY, 0 OTHER

ADDRESS: GEN. CONTRACTOR: c

OWNER: _ SUB CONTRACTOR:

ARCHITECTa _,(

f/ CONCRETE:


REINFORCEMENT INSPECTED BY: n' . DATE INSPECTED:

Of Work lnsoected. Work.Relected, Problems, Progress, Rgfnarks Etc:

LAB NO. ( LAB USE)

FIELD MARK /NO.

NO. SAMPLES /SET

LOCATION SAMPLED

DESIGN STRENGTH

MIX DESIGN

CEMENT TYPE

ADMIXTURE

TICKET NO.

SLUMP

TEMPERATURE

AIR CONTENT

AGE TO BE TESTED: 7 DAYS. c@ 28 DAYS, n_ Q# S, OTHER:

WORK DESCRIBED ABOVE WASIXWA

LypTO PERF RMED IN ACCO p6MEe'remv5.

INSPECTORS NAME: e` SIGNATUR —

axw: 30 DAY., ALL OPOBT9 BILL O . D OtlTIL ACDOOrt I8 SALD tl 3' OIS.. aIDtU

l

BILLED AT 1 $ Wmt 10 IMNL4 76YH A 2 BOOR 0.11 rm CAaCBILATIws 9WDLD

ACCOTSO Ba aaDOxAiD Sb xa. rsava LADAL ACSIOa YOR TIR COLLSCTIOtl OY A DOT IYCVOID y A . taV1S ' lOIRJBDIPSABR aIe YQTICa TIaRT', ) IRLL B8

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LAB NO.

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TEST

AREA

LOAD

TEST P. S. I.

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ACCETT'ECH, INC. STRUCTURAL INSPECTION CONSULTANTS ,

CONCRETE • MASONRY • WELDING SFJSWC2526 YOUNG AVE. _ JOB NO:

7HOUSAND OAKS, CA 91360 - DATE: T/ '/ 805) 492 -3455

PERMIT NO: 7 / P.!'

PROJECT: c /' ' ' - ", ,

n< r7G• '' 0 CONCRETE, O POST TENSION, 0 MASONRY, F3@THER

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REINFORCEMENT INSPECTED BY: DATE INSPECTED:


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FIELD MARK /NO.

NO. SAMPLES /SET

LOCATION SAMPLED

DESIGN STRENGTH

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TICKET NO.

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TEMPERATURE

AIR CONTENT

AGE TO BE TESTED: -- @ 7 DAYS n 28 DAYS DAYS OTHER:

WORK DESCRIBED ABOVEJNA WAS NOT 0 PERFORMED IN ACCORDANCE % T!H APPF p LANS./

INSPECTORS NAME:- '" "''''/ "`- ' SIGNATURE:

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NO. OF HOURS: REGULAR: ^ OVERTIME: AUTHORIZED BY:

LAB NO.

FIELD M.

AREA

ADDRESS:

ACCUTECH, INC. STRUCTURAL INSPECTION CONSVLTANN

CONCRETE • MASONRY • WELb Gj AM& 2526 YOUNG AVE, - A. JOB NO: THOUSAND OAKS, CA 91360 *: DATE:f/ 805) 492 -3455 JJ1y!

PERMIT NO:

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ARCHITECT: S i J` / L c f:E" CONCRETE SUPPLIER:

ENGINEER: . REINFORCEMENT SUPPLIER:

REINFORCEMENT INSPECTED BY: 6 DATE INSPECTED:

Locations Of Work Inspected, Work Rejected, Problems, Progress, Remarks Etc: 4

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FIELD MARK /NO.

NO. SAMPLES /SET

LOCATION SAMPLED

DESIGN STRENGTH

MIX DESIGN

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ADMIXTURE

TICKET NO.

SLUMP

TEMPERATURE

AIR CONTENT

AGE TO BE TESTED @ 7 DAYS 28 DAYS DAYS OTHER:

WORK DESCRIBED ABOVE WAS EI WAS NOT O PERFORMED IN ACCORDANC APP{RpV$ D

INSPECTORS NAME: sr'=" •''y- /' iP.+- .,-NA . F" SIGNATURE: --i15

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NO. OF HOURS: REGULAR: Z_ OVERTIME: AUTHORIZED BY:

LAB NO.

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ACCUT'ECH, INC. r

STRUCTURAL INSPECTION CONSIIL A

CONCRETE • MASONRY • WELDING • S S

YOUNG R JOB NO: THOUSANDTHOUSASAND OAKS, KS, l'.A 91360 DATE: 805) 492 -3455 r `

PROJECT:

ADDRESS:

OWNER:

ARCHITECT:

ENGINEER:

REINFORCEMENT INSPECTED BY: —

Work Inspected,. Work Rejected, Proplems,

PERMIT NO:

CONCRETE, O POST TENSION, MASONRY, O OTHER

GEN. CONTRACTOR: -

SUBCONTRACTOR:

CONCRETE SUPPLIER:


DATEINSPECTED:

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LAB NO. ( LAB USE)

FIELD MARK /NO.

NO. SAMPLES /SET"

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DESIGN STRENGTH

MIX DESIGN

CEMENT TYPE

ADMIXTURE

TICKET NO.

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TEMPERATURE

AIR CONTENT

AGE TO BE TESTED:

WORK DESCRIBED ABOVE WAS Q WAS NOT PERFORMED IN ACCORDAAp ED PLANS_ f ti,

INSPECTORS NAME: w r ../ f =`- SIGNATURE-

TEPEE: IO 01Tf, ALL BBPORTS IIIIJ. BE PQ.D 01TSL ACCWIMS Ii PAID 28 44. SDIPIOif ' I= AT S AID B 80OR8 A 180DI OIARQ Im GMCII.LATIms e80DDAOCUTBCB ffi PBBOTPBD TO IMSTISPfi I—, ACSIOM POR Tp COLIRCSSON N A Opt I800Bp0 Ai A mm? OP TOOK AC@SABR OP WE SON20t SI02T, AOOPdAB RILL ffiMIT= TO ATPODetS 1, I, AID OOSSf IML9RRBD IB SAID SUSS. WE PIT— AxpaRT PRESORT A JO y OT aBYPASIOMf AID M7330 By AONttp GOMSS0.0QTIm IM278C7208

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ACCUTECH, INC. { „, : • f

STRUCTURAL INSPECTION CONSIIL AI

SC i CONCRETE • MASONRY • WELD17VG • Sf 2526 YOUNG AVE. JO B NO

e2THOUSAND OARS, CA 91360

40r/ DATE: d T G

sos) 492-3455 _ 1! PERMIT NO:

PROJECT: . n`"/ CONCRETE, O POST TEN ION ASONRY, O OTHER

ADDRESS: GEN. CONTRACTOR:

OWNER: _Q

SUB CONTRACTOR:


ENGINEER: ., • REINFORCEMENT SUPPLIER:


J


LAB NO. ( LAB USE)

FIELD MARK /NO.

NO. SAMPLES /SET

LOCATION SAMPLIED

DESIGN STRENGTH

MIX DESIGN

CEMENT TYPE

ADMIXTURE

TICKET NO.

SLUMP

TEMPERATURE

AIR CONTENT

AGE TO BE TESTED: 7 DAYS, 28 DAYS, DAYS, OTHER:

WORK DESCRIBED ABOVE W IlLAS W -#S NOT PERFORMED IN ACCORNNCE WILY, PtRQVED PLANS.


TWS: Io USYS, Y P UNIS MU = .. D UNTIL ACCOOVI IS` PA= IN DULL. SZRV=[ r SILIBD x 9001 C ARG< FOR GY@tiiTMNS MUM

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I LAB NO.

SIZE

2• 1: 1L

Ila ACCUTECH, INC. s

STRUCTURAL INSPECTION CONSUL ACONCRETE • MASONRY • WELDING • S S

2526 YOUNG AVE. 0 JOB NOTHOUSAND OAKS, CA 91360

805) 492345531

MDATE: / % b

T +

PROJECT: 13 CONCRETE. O POST TEN ION O MASONRY, O OTHER

ADDRESS: ' GEN. CONTRACTOR:

OWNER: SUB CONTRACTOR: ./




Locations Of Work Inspected, Work Rejected. Problems, Progress, Remarks Etc:

WEATHER CONDITIONS:

LAB NO. ( LAB USE)

FIELD MARK /NO.

NO. SAMPLES /SET

LOCATION SAMPLED 14146DESIGN STRENGTH

MIX DESIGN

CEMENT TYPE

ADMIXTURE

TICKET NO.

SLUMP

TEMPERATURE

AIR CONTENT

AGE TO BE TESTED: 7 DAYS, @ 28 DAYS r1a DAYS OTHER

WORK DESCRIBED ABOVE YVAS Q WAS NOT Q PERFORMED IN ACCORDANCE WITH A,yPF V D PLANS.

INSPECTORS NAME: ' ^ Lt SIGNATURE: -`" 7"' —

TRANS: 30 DAYS, ALL REPORTS RILL BE — OBTIL ACCOUNT IS PAID Il SILL. SOlPIQ9 BILLED ST 1 AND S

iJ / /'101 BI39 S 2 9000. C & POR CANCSLLMTIONS SYOOLD

SCCOTSC9 BE REDO 1I INSTSTOTS x—' SCTI08 NOR THE COLLECTION Or A DOT INCIAAtO " S MULT Ol I00 S11C9 W TRIS 121111a TICKOT, 1CCOTdS RILL % 6- 9NTITLPD TD ATTOVN NT PQO AMC, CORD IYCUiWRD IR BAID SUIT. = 3 TIN- RPDO0.T PAYRORR A SDYpRT OP W MRD MIn3hD By ACL9T9CN WRRTR 051 IRORCIIO&

PERSWIBO'.. p0. iIfIR11 ODO NOT = SIT SVPNNI9ION Ml DSRNTI OP TO SL•ION 8020. A TO BY SINS 824 S =

419OR IN SOFT ' Y WV9UCN9 680300 ER O IS = 3

TEST I6ITO9 TO PPLOBR DP CUR r= ROASSOIN' 11S NOR D NORJ S ON NN TSSSIBD BY OUR lTN1 SBALI. SYCOR Hill Ill SOFT OI ICM OEP6ITE DISCaYOOD IS HIDDOUR. IT IS ONDOST00D TNST OO tINI RILL NOT BE PSEPWSIBIi NOR JOB OR HITS SSTETT W TBTS PRBJECf.

NO. OF HOURS: REGULAR: d? OVERTIME: AUTHORIZED BY:

n

GROUND FAULT SYSTEMhCt(O a tC lf TEST REPORT

CLIENT: ENGINEER: ETI JOB NUMBER:

LOCATION: WITNESS: DATE:I Z 7- M GAA

SWITCHGEAR DESIGNATION: TEST EQUIP. ASSET N CALIBRATION DATE:

o. A1M • - O 1 JA 1 10'

SWITCHBOARD MANUFACTURER - SHOP ORDER NO. UL NO.

C-H At C1. 0. t4 VALA 115141 D < - OF

MAIN OVERCURRENT D VICE MFGR.

CIRCUIT BREAKER FUSEDSWITCHyy

r Li 16. 1 1 NTYPE MODEL /CAT. NO. CURRENT RATING SYSTEM VOLTAGE VOLTAGE RATING

IC ` j K T LCa00 % O VAGROUND FAULT SYSTEM )

o Q'-- nIt7>U- MFGR.

NEUTRAL - GROUND STRAP 1__ I. ZERO- SEQUENCE

M7ECCAT. NO. kZ 31 PICK- UPRANG TIME RANGE S NSO R/ O, T. WOO! C

iIT21O

N, rL0Iz(7AS FOUND SETTING ASLEFTSETTING A, SETTI NGS SUPPLIED BY

GISPICKUP

r). iyGJL TIME MINIMUM

CURRENT ! TIME^ CURRENT

INSPECTION

SERV {CE ENTRANCE CONDUCTORS MAIN BONDING JUMPER GROU?ND ELECTRODE CONDUCTOR

2/4 I' A 1, Z.PER PHASE zj' / ' A L. 3/Q 9 AWG MCM

NEUTRAL - GROUND LOCATION CONTROL POWER TRANSFORMER

CORRECT 1: 1 INCORRECT CORRECTED BYCONTRACTOR tj JA VA

MONITOR /TEST PANEL OPERATION ' OTHER

CORRECT INCORRECT CORRECTED

Fl F(. TRICAI TESTS

BREAKER/SWITCH REACTION TIME ( FIT) REDUCED VOLTAGE TEST ( 55% RATED VOLTAGE)

I\( , SECONDS CYCLES f"/ A CORRECT INCORRECT

PICK- UPCURRENT f'4. A PICK -UP CURRENT MINUS 25% 1 lt3Q AMPS)

0 ,ZZO AMPS I NO TRIP (CORRECT) TRIP ( INCORRECT)

SYSTEM NEUTRAL INSULATION RESISTANCE TO GROUND OTHER j

hIL T Gd r-•'( :p TE U MEGOHMS L .T. roL A arrT -

PRIMARYCURRENT PERCENT TOTAL REACTION RELAY MFGR.

AMPERE -TURNS PICK -UP TIME TIME TIME TOLERANCE

TIME-CURRENT

CALIBRATION A 17u HZOO °° O• ICJ Q'/" -' Iv '

TESTS

IO%

ARKSe

PHASE ' G' = zz3 Ah' 1 PS

Sc" r ? OCA' r- -4p5 O. S

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L2/ n FL/ I v L_ r. _w - .._+ic..-.-. v I w I- ii i

GFSTR / 90 " 7T.. PAGE 1 OF 1

m 1990 ETI

GROUND FAULT SYSTEM TEST REPORT

DENVER VS PORTLAND

tro Lo/L

SACRAMENTO SA T LAKE CITY

ANGELES

SAN DIEGO SAN FRANCISCO- SEATTLE

CLIENT

C FG e. cJOB NO.

2oz 5 o/ LOCATION

c c

DATE

ofSWGR. DESIGNATION

A 4pQ

ENGR. WITNES /

6

FIELD DATA

SWITCHBOARD MANUFACTURER

r ti

SHOP ORDER NO.

o $ o379 —IUL NO

6 7 75MAIN OVERCURRENT DEVICE

0 CIRCUIT BREAKER FUSEDSWITCH

MFGR.

TYPE // JJ7/ CMODEL /CAT. NO.

WO 3,0Z 0G

CURRENT RATING

1 - 7000

SYSTEM VOLTAGE

277

VOLTAGE RATING

tv

GROUND FAULT SYSTEM

NEUTRAL - GROUND STRAP , ZERO- SEQUENCE IMFGR.

ZMODELC,(& tNO CAT. NO. I PICK -UP RANGE TIME RANGE SENSOR /C. T.

T L "2 120o V104 — 12- 0 c2 T / Sic ODK330 - Z

AS FOUND SETTING! AS LEFT SETTING SETTINGS SUPPLIED BY

ICKUCURRENT TIME. LT CURRENT / 3c icyTIME

INSPECTION

SERVICE ENTRANC /E CONDUCTORS MAIN BONDING JUMPER G R0 NO ELECTRODE }CON DU CTOR

2 d J[ c/ ', C PER PHASE AWG MCM

NE TRAL -GROUND LOCATION CONTROL TRANSFORMER

CORRECT INCORRECT CORRECTED BY CONTRACTOR

pPOWER7yO EL 17 VA eo

MONITOR /TEST PANEL OPERATION OTHER

CORRECT INCORRECT CORRECTED

TESTSELECTRICAL

BREAKER/ SWITCH REACTION TIME ( FIT(.

0, 0 ®. SECONDS CYCLES

REDUCED VOLTAGE TEST ( 55% RATED VOLTAGE)

I CORRECT INCORRECT

PICK -;,; jU RENT

0 AMPSPICK -UPI CURRENT MINUS 25 % 1

AMPS)

a NO TRIP ( CORRECT) TRIP ( INCORRECT)

SYSTEM NEUTRAL INSULATION RESISTANCE TO GROUND OTHER

Ooc MEGOHMS

PRIMARY CURRENT

AMPERE -TURNS

PERCENT

PICK -UP

TOTAL

TIME

REACTION

TIME

RELAY

TIME

MFGR.

TOLERANCE

TIME - CURRENT

CALIBRATIONV2 ^Q x Z Z 100 2J r o7 Q

TESTSgoo x 300

REMA S

T T G7r 2 00

c

ORIGINAL COPY

rr r Electro -Test, Inc. r r

f5370 East Hunter Avenue

Anaheim, CA 92807

714- 779 -8900

GROUND FAULT SYSTEM TEST REPORT

ETI Reference No. 202401

Customer Order No.

Client : Kale Electric

19331 Cohasset Street

Reseda, CA 91335

Attention: Mr. Eric Kale

1. 0 PURPOSE

DATE: April 19, 1988

Site: TDC

5898 Condor DriveMorepark, CA

Performance tests of the ground fault protective equipment are

conducted to verify proper installation and operation. The current

National Electrical Code Section 230 - 95( c) requires an on site teston new installations of all ground fault systems upon installation.

2. 0 SUMMARY

2. 1 At the request of Mr. Eric Kale of Kale Electric, ground faultsystem testing was performed by Mr. Paul Hartman ofElectro -Test, Inc. on April 4, 1988.

2. 2 The system was found operational and acceptable.

2. 3 Final relay settings were not available at the time of testing, therefore relay settings were left at minimum for maximumprotection. Since this set point may not be optimum for thisparticular system, the design engineer should be consulted forfinal settings. The as left settings are 150 amps, and Inst.

delay.

3. 0 EQUIPMENT TESTED

3. 1 One ( 1) ITI ground fault relay, cat. # GFL259 - 12009 100 - 1200 amppickup, inst. 1 sec. delay

4. 0 PROCEDURES

4. 1 Visual and Mechanical Inspection

4. 1. 1 Inspected components for physical damage, andinstallation in compliance with manufacturer' s

instructions.

r^,

4. 1. 2 Determined ground sensor was located properly aroundappropriate conductor( s).

o Zero sequence and residual sensing requires all phasesand the neutral to be encircled by the sensor ( s).

4. 1. 3 Inspected main bonding jumper to assure:

o Proper sizeo Termination on line side of neutral disconnect link. o Termination on line side of sensor on zero sequence

systems.

4. 1. 4 Inspected grounding electrode conductor to assure:

o Proper size

o Correct switchboard termination

4. 1. 5 Inspected ground fault control power transformer forproper installation and size.

o When control transformer is supplied from line side of

ground fault protection circuit interrupting device, overcurrent protection and a circuit disconnectingmeans must be provided.

4. 1. 6 Visually inspected switchboard neutral bus downstream ofneutral disconnect link to verify absence of groundconnections.

4. 2 Electrical Tests

4. 2. 1 Ground fault system performance including correctresponse of the circuit interrupting device was confirmedby primary ground sensor current injection.

o Relay pickup current was measured.

o Relay time delay was measured at two values above pickup.

4. 2. 2 Tested system operation at fifty -seven ( 5T%) rated

voltage.

4. 2. 3 Functionally checked operation of ground fault monitorpanel for:

o Trip testo No trip testo Non - automatic reset

4. 2. 4 Verified proper sensor polarity on phase and neutralsensors for residual systems.

4. 2. 5 Measured system neutral insulation resistance downstreamof neutral disconnect link to verify absence of grounds.

4. 2. 6 Tested ( zone interlocked /time coordinated) systems bysimultaneous ground sensor current injection and

monitoring proper response.

4. 3 Test Results Evaluation

4. 3. 1 System neutral insulation resistance should be above 100ohms, and preferably 1 megohm or greater.

4. 3. 2 The maximum pickup setting of the ground fault protectionshall be 1200 amperes, and the maximum time delay shallbe one second for ground fault currents equal to orgreater than 3000 amperes ( NEC 230 -95).

4. 3. 3 The relay pickup current should be within ten percent10%) of the manufacturer' s calibration marks or fixed

setting.

4. 3. 4 Relay timing should be in accordance with themanufacturer' s published time - current characteristic

curves.

5. 0 RESULT

5. 1 The ground fault relay system was found correctly installed andoperating properly.

5. 2 The manufacturer' s calibration marks on the relay nameplate facefor ( pickup /time delay) do not agree with the tested values. For example, the ( pickup /time delay) value indicated on therelay nameplate is 200 whereas the test value is 100. Although

the system operation is acceptable, if setting changes are made, it is recommended that the system be field calibrated again.

5. 3 In the absence of engineered settings, pickup current and timedelay settings were left at minimum for service energization. ETI accepts no liability for these settings. The design

engineer should be consulted for final settings.

5. 4 This ground fault systems incorporates external control power. The installing contractor must verify presence of controlvoltage upon service energization.

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W

eject _St46A76 - 4;PP /C£ J —

PISMiller ,

Z &

Assoc., Inc. /

90% Q96 _ gate Engineer __ iHCnadEy

hisit_ uf

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Exp.

S-ArAP I

vl hlt4, 8RM 2 92) l.Og A

No Sr- 4 LE-

2-1x14T*?-4 134

D6L_

0

J. R. Miller & Assoc., Inc.

Grate Engineer _ - --_ Checked BY _ _ -- -- - - -- Sht.

ve- lb' TJ 13T301ST-

psw It

GOUT)

f ! & LT

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r

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I


Structural Calculations for:

SEAGATE 2nd FLOOR RENO

AND EQUIPMENT MEZZA IN

for

CITY OFMOORPARK

BUILDING AND SAFETYSEAGATE TECHNOL G

5898 CONDOR DRIVE EDMOORPARK, CA

Ment: '-

FACILITY BUILDERS & ERE

2903 SATURN ST., SUITE CBREA, CA 92621

Project No

1907

Date:'

10/ 15/96

I IT. ' A7E

M

3020 Saturn Street, Suite 100 Brea, CA 92621714) 524 - 1870

Bld . De t. Submittal 10/15/96 M. C. D.S.

REV. DESCRIPTION DATE I ENG I CHK I APP


AJ.R. Miller & Associates, Inc.

PROJECT NO.: 1907

PROJECT:

PROPOSED SEAGATE 2ND FLOOR RENOVATION

AND EQUIPMENT MEZZANINEFOR SEAGATE TECHNOLOGY

CLIENT:

FACILITY BUILDERS AND ERECTORS


OFFICE MEZZANINE

CALCULATION INDEX: PAGE

OFFICE MEZZANINE LOADING .. ............................... N -1

COLUMN CAPACITY VERIFICATION ......................... B -1 to B-4

OFFICE/EQUIP. MEZZANINE LAYOUT ........................ C -1

DESIGN OF FRAMING MEMBERS ............................. M -1 to M -25

CONNECTIONS AT OFFICE MEZZANINE ................... Q -1 to Q -3

DESIGN OF PIPE COLUMN ......... ............................... D -1 to D -2

FOOTINGDESIGN .................... ............................... E -1

DOWEL DESIGN FOR FTG UPGRADE .......................... L -1

LATERAL ANALYSIS ............... ............................... K -1 to K -25

MASONRY SHEAR WALL DESIGN ............................. G -I to G -8


PROJECT NO.: 1907

PROJECT:

PROPOSED SEAGATE 2ND FLOOR RENOVATION

AND EQUIPMENT MEZZANINEFORSEAGATETECHNOLOGY

CLIENT:

FACILITY BUILDERS AND ERECTORS


EQUIPMENT MEZZANINE

CALCULATION INDEX: PAGE

EQUIPMENT MEZZANINE LOADING ........................... H -1

COLUMN CAPACITY VERIFICATION ......................... J -I to J-4

FRAMING LAYOUT AND REACTIONS ........................ 0-1 to 0-2

DESIGN OF FRAMING MEMBERS ............................. A -I to A -42

CONNECTIONS DESIGN .......... ............................... V -1 to V -3

LATERAL ANALYSIS ............... ............................... P -1

TS COLUMN DESIGN ............... ............................... T- 1

FOOTING DESIGN .................... ............................... F -1 to F -8

i


SEaritTE.- 7ECIiNQLU_ry_ ME NIIJE. ,., r I -.

Date 9 13 -. 9(o Engineer M_

Cnn. h- . rtea3y PIS

Mi= NI E

CODE 5PE IFICAT1oN5:

IgCI+ UNIFor-m auluoIN(r C6DG ( U. 13. C.)

1907

SEISMIC ?- OWE- t ) K. = Co

WIt.JD5FaED : 5PS,F. ( Ii- 7t21orL- CONOITI6N

FouI. IpAT10 BEArLIwL- P2E55W21= P2aM 7 ISrINIr

MOOrLPArtIL SUSIuESS CeNT6F(L PLAN S

SOILS CM1VT &

Busoft E bINEERS ING. I / I! i /B

SOIL. BaAZIuC, = A100 P,S. 9"

LoADIN(r

ME9iF-AK) mJE PEAD L.OA0 : C4>C PGT 1, 0 P. 15, F.

I Y2rr LTV,), C.00 C ; 13.75 P'. 5. F.

5/4 PL-/ WOOD 2. 2 P 5, F

701e,-rS 12. 5 P. S. F.

STEEIr 5EA145 3, 5 P.5, F. r -eAfL cEluuG- I . A P. J. FLI6-NT1yCr( MISC, I. 3 F -SF.

MECHANICAL 4 MISC. 1. 55 P. SF.

7074L PEAD LOAD = Z7. 0 P. S, F { pa¢ rli aN Dc'aG L. GAD = 20 0 P. S, F

REDUCIBLE ME7=7-A-QIUE LIVE LOAD

97, 0 P.S, F

FO(?- NOem4 SecTtoa OF Mt= ANINGI

MC ZAuIUF_ DEAD LohD

ZIIzrLT)W COLIC. ZZ. 9 2 P.S. F.

SAME DEhD LOAD

As Aeoyr 13 • o g P. S• F.

tbiAL DEAD L6AD _ 3(-, . Oo

PARTITIOU DEAD L.OkU = 20. 00 P•S, F,

REDUC r L E r1E ANIrIE LIVE "/+ O = 5 o. oo P, S F

10 (c , 0 O P.S, F.

J. R. Miller & Assoc.. Inc.

ect SEAGATF TECNwWG -y ML— aaAW1NE ru` c IqO

r 9- 13- 9 e Eng reer - A!C -•_ — -- . Checked BY Sht. {- I of

CAL- CULATE. COL.UM{V eAPAGITy OF EY.ISTIN(r FpOTIN( r :

DLf?o F = SP•S. F

WORST CAST ALOW(r L- IL)G O/ U LL Root-

DL NE-"

SUMPTIONS : LV mff-aa = 50 P. S, r,

r

FCriT1N(r DIMCNCif5N5 %/ K 7 to n x I L1

1-Hle-

ALL6I.uAr3LE 5FAait- i P2ESSuRG ( j-') = 021OO P•S' F.

PhUow q ( A) P.S. F. ( 7• S x -7. 5r) =

I 18 KDL + L. L. _......_. -_

AcTuAcu L.6AD ON FOOTIOL-

RGbF L000S:

DL- Roe)F)

C EXI Srnoc- i`wF)

5' Y, 4o1)( SP.S, F) = I5. 3(

oKJ

1- I- CRoov) _ (` 43' x401

23. 04i

Ex srl N( Y / e7MEa2ANINE LOADS R, LL =

ao0 (; z4o Iso - 712-' 6

DL Inr<. 101

X4 i i 'oL0 P.S ;: 7FleeR)

1

LL 10 7< 241 It F -S, F.) = I 19 1

DL (H® az PA¢ r) _ 0" -6 14

tOT-AL DL + LL iUro Foo"ri" L b 8 = 2` f9(cKt 34, 18 59. 1; 4

ALLow L.o-i+o as r60TIN(/ = 58 -S( v ` R o ofvTO ACCEPT NEW NE 2¢ Al.ilu

L- 6AU[ w` FRa w NEw Ml-' ANt1,_ - C° 7' ` % O' X ( 3b,8t4 = 4Q• 22

DL o 22. 5(

oKt- L > 40. Z(

aKC. ro1nt oNgof) 5; V-77

Dl

E-NSTQN - FOO -T100- AL6F1c, LINC" CAN 31= USED

to Cg2RJ t 1EW W-: OSAQIQ -- Lo 4oitJv-


Engineer - -_ C -_. -. - Checked BY _ _, 5 - — Sht of

CALCULATE COLL)MN CAPACITY/ OF Cxls-ntiG- F {xmWt-

W= S"r CA5E AL-00(r- LIVE D/ 8 Dl. rzooa = 8 RS, F.

LL 2ooF = v'ZO P. 5- F. i

A$$ uM PTIOfJS

it A r n

FoOTIUC. Dlwl SIO. S S -' & K 5 - 6 A I- 4 hr- . (fEmsTi

A LL6wA CSLE 6Ea uc. PrGCSSufC (., a) a I o o P, 5,

pAUOU = O. A t! A(ecA OFf' ) °

CrukL. LOAD 60 F- 6CMOlr FROkj 1? COF1

RcSF LaAflS:

r

LL fteoF)

t D-rA L D L + LL i WTo Focrr(Q(r e C/ S = 3 8. 41` (

F¢a M ZOOF)

ALLOW LOADS F60TIN(- W CILL. ECEPTa 63. 5 1` — 3$. I- = pS.

II

LOADINC, F201A NEW MC!:ae-AnQIMI_ 20) k

DL _ 22• S K LL = 3G.8 P. S. F. LL - I' 1. GG4 15, 12K ico

40. 22L ]

25• IK

MuCW '

TDML ' Lo/+D I Q- ro ETIST FCCr : N. G.

P = - to. SZ" 38,," - ' 18. 42"

EiCI S rI fJCr Fo6Tt" b- S CANNoT 13t_ USC D A" A4(-

In,F UESIGN n+E V FooT,N(r5 C L I.' rI. Faa-nfJU

t0 R„E VPCrRADEO SEE P'-(r- DBskc. o


I_jo -7 _

9 . 2O - Engineer M of - _ Checked By _ _.__ ___ Sht. g_ 3 of

V£ RIFY F— Ns -nAJC. eoL- uMQ LEAD CAPACITY ALOQ(r D ( 9 b

25Lail

n

CE) WQR} oCOL. i

IiFrtIST OFncc P9OFb% Q

KMAWIE I' OFFKE ME$ 2

A5SumPT16N5 J L6XDS

UNRKACED L. SWtT = 151 -SIB

aEkD LOAD FeOM R.00F ( F-): _ ( 5.3Co

DEAD LOA- 1) FICOM( E) ME -ae = 9. 40K

DEAD LOAD FROM ( N) MSSe 22. 5%"

n

b

M-rA L = 9L. 0

LivC L. eAO P20M ti_ooP - 23. 0"

Ui LOho Fee" ( E) ME2&

WwS " AO F JM ( N) " E$ B = 1%' ( o (

OK51 S I6 K-

SSE CoLUMIJ DESIGN 6N f:rLQ(r PAVE- ftt2 AWAWSIS

J. R. MILLER & ASSOCIATES, INC. OFFICE MEZZANINE

ARCHITECTS & ENGINEERS3020 SATURN STREET, SUITE 100BREA, CA 92821714) 524 -1870 FAX (714 )-1875

Date: 10115196 Pape: B -aSTEEL COLUMN DESIGN

1907 -EXIST COLUMN CAPACITY VERIFICATIONENGINEER: M. CARDOSO FILENAME: 1907CLO2

COLUMN DATA APPLIED LOADSAISC Section w8x40 Axial Dead Load 47.52 k " Y" Eccentricity 0.50 inColumn Height - 28.67 it Live Load 51. 84 k " X" Eccentricity 0.50 inFixity @ Top Pinned Short Term 0. 0 k

Fixity @ Bottom Pinned

Unbraced Lengths... Dead - - Live - - Short - - X: Start - - X: End -

For Y -Y Buckling - 16. 17 It X -X Axis Moments: Top None --

For X• X Buckling - 16. 17 ft Bottom None-- DESIGN DATA Btwn Ends None--

Fy - 36 ksi TY Axis Moments Top None-- Load Duration Factor - 1. 000 Bottom None - Live & Short Loads Don' t Combine Btwn Ends None- -

Sidesway... X -X Axis : Restrained Point Loads X -X Axis None.. Y -Y Axis : Restrained Y -Y Axis None --

Effective Length Factors... Uniform Loads X -X None-- X -X Axis - 1. 00 Y -Y None.. Y -Y Axis - 1. 00

SECTION DATA SUMMARYDepth - 8. 25 inWidth - 8. 07 in Combined Stress Ratios... Dead - - Live - OL + LL - - OIL + ST -

Top Thickness - 0. 560 in Formula 1. 6 - is 0. 371 0.412 0.855 0.376Web Thickness - 0.360 in Formula 1. 6. 1b 0. 310 0.318 0. 609 0.291Area - 11. 700 in2 Formula 1. 6. 2

Weight - 39.725 plf Actual & Allowable Stresses... rT - 2.210 in Fa: Allowable 13.64 13.64 13.64 13. 64 ksiIxx - 146.0 in4 Is : Actual 4.06 4.43 8. 49 4.06 ksiSxx - 35.4 in3 Fb: xx : Allow IFi -61 21. 60 21. 60 21. 60 21. 60 ksiRxx - 3. 53 in Fl- 7& F1. 81 21. 60 21. 60 21. 60 21. 60 ksilyy - 49. 1 in4 fb:xx Actual 0.67 0. 73 1. 40 0.67 ksi

Syy - 12.2 in3 Fb: yy : Allow IFI. 61 21. 60 27.00 27.00 27.00 ksiRyy - 2. 05 in Fl- 7 & F1. 81 21. 60 27.00 27.00 27.00 ksi

fb:yy Actual 1. 95 2. 13 4.08 1. 95 ksiMax X. X Axis Deflection 0. 089 in at 16.63 It from column baseMax Y -Y Axis Deflection 0. 265 in at 16. 63 It from column base

Intermediate Stress Calculation ValuesF' ex (DL + LL) - 49492 psi Cm:x ( DL + LL) 0.60 Cb:x ( DL + LL) 1. 75

F' ey (DL + LL) - 16644 psi Cm:y (DL + LL) 0. 60 Cb: y (DL + LL) 1. 75F' ex ( DL + LL + ST) - 49492 psi Cm:x ( DL + LL + ST) 0. 60 Cb:x ( DL + LL + ST) 1. 75

F' ey (DL + LL + ST) - 16644 psi Cm:y (DL + LL + ST) 0. 60 Cb:y ( DL + LL + ST) 1. 75

j,.,. jA ",,,

Y

D. yY

E-)(157 CoLUm w,S Cv

JrGICr- AREA A- 0NCr

L-+

f+DDITIONrtI- I-- ` 1DIrJCr

MA %IB LOADSNI.

mOSSYY - YA %IS LOADS

vn. A4k

V4.4C1 ( c) 1983 -96 ENERCALC J. R. MILLER & ASSOCIATES, INC., KWO602379

Cr

I 1

1.4

5

24

KExN6TC -s :

O

OTTL7U1 :T'.

Ho"

p.

C. (

N)

OCE) W8'

A

40

COL'S (

TvP.)

O(

E)

5"

4

P1YECouumO (TYP,)

4O (

E)

10"

THK•

FULL. HT

50EAKWA-L.I,

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BEAM <

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13wcKstiSACW*

13

1

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F66ijN(r !! (

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4fADED.

MIST DI=s16-0

10 - 04 - 1996 TJ -Beam (TM)

16: 21: 42 v4. 50 1000

J. R. MILLER & ASSOCIATES

3020 SATURN ST., SUITS 100 BREA, CA 92821 USA Phone: 714 -524 - 1870

Fax: 714- 524 - 1875

M - 1

Page 1 of 1

TJBEAMD

Name: TAE DIXON / MICHAEL CARDOSO Project Name: SEAGATE MEZZANINE Page Title: DESIGN OF JOISTS File Name: 1907JS01

Based on Allowable Stress Design ( ASD) UBC building code for Custom TJM products

Application........ Floor Com. Deflection Criteria ( S) Member Use ................ JOIST

Load Classification....... Floor LL Defl TL Defl Member Top Slope( in /ft) ... 0. 000

Load Duration Factor....... 1. 00 Span 1 L / 600 L/ 340 Roof Slope( in/ ft) ......... 0. 000

Live Load( psf) ............. 50. 0

Bearing 1 under Floor loading

Floor Decking................. G

Dead Load( psf) ............. 27. 0

102%

Repetitive Member Use......... Y

Partition Load( psf) ........ 20. 0

0. 480

Reinforced Overhangs........ N/ A

Total Defl.( in) 0. 847

18" TJI( R) / 35C JOIST @ 16. 011 o/ c

Mfb Span 1 under Floor loading

24'- 0. 00^

S I Z E A N A L Y S I S - A S D---------------- - - - - - --

This analysis for TJM products only! Substitution voids this analysis.

IMPORTANTI The analysis presented below is output from software developed by True Joist MacMillan( TJM). TJM warrants

the sizing of its products by this software will be accomplished in accordance with TUN product design criteria and code

accepted design values. The specific product application, input design loads, and stated dimensions have been provided

by the software user. This output has not been reviewed by a TJM Associate.

The maximum unbraced length( s) shown are based on the controlling compressive forces on either the top or bottom edges

of the member. Lateral bracing needs to be properly attached and positioned to achieve stability.

Concentrated load requirements for standard non - residential floors have been considered.

Span 1

Max. Reaction Total( lb) 1552 1552

Live( lb) 800 800

Required Erg. Length( in) 2. 96( W) 2. 96( W)

Max. Unbraced Length( in) 32

Copyright ( c) 1996 by True Joist MacMillan, a limited partnership, Boise, Idaho, USA.

TJI( R) is a registered trademark of True Joist MacMillan.

TJ- Beam( TM) is a trademark of True Joist MacMillan.

Maximum Design Allowable Control

Shear( lb) 1552 1552 2535 163t LT. end Span 1 under Floor loading

Reaction( lb) 1552 1552 1552 100% Bearing 1 under Floor loading

Moment( ft -lb) 9312 9312 9526 102% MID Span 1 under Floor loading

Live Defl.( in) 0. 437 0. 480 L/ 660 MID Span 1 under Floor loading

Total Defl.( in) 0. 847 0. 847 L/ 340 Mfb Span 1 under Floor loading

Span 1


Live( lb) 800 800

Required Erg. Length( in) 2. 96( W) 2. 96( W)






Project SF -mm-m— ME ?- 4OIWC Job No. _

Date 9- 1 G- J(v Engineer NI . C. Checked By

DES** OF + 91,) ( A( L

MAXIMUM 5HEA(L L * 0

Sht. M -Z of

lKE MIT HAu" a- - M ACC vAOOAT6. 35C TTL ' JOIS-r)

i+ ANLE2. DEr- 6-0 ey 7"TL,, INC.

10 - 11 - 1996

13: 34: 24

TJ- Beam( TM)

v4. 50 1000


3020 SATURN ST., SUITE 100 BREA, CA 92821 USA Phone: 714 - 524 - 1870

Fax: 714 - 524 - 1875

20'- 6. 00"

M- 3Page 2 of 2

TJBBAMD

S I Z E A N A L Y S I S - A S D----------------------------------- - - - - --

This analysis for TJM products only! Substitution voids this analysis.

IMPORTANT] The analysis presented below 19 output from software developed by True Joist MacMillan( TJM). TJM warrants

the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code

accepted design values. The specific product application, input design loads, and stated dimensions have been provided

by the software user. This output has not been reviewed by a TJM Associate.

The maximum unbraced length( s) shown are based on the controlling compressive forces on either the tog or bottom edges

of the member. Lateral bracing needs to be properly attached and positioned to achieve stability.

Concentrated load requirements for standard non - residential floors have been considered.

Span 1 -


Live( lb) 676 676

Required Erg. Length( in) 2. 31( w) 2. 09( w)


4




Maximum Design Allowable Control

Shear( lb) 1393 1393 < 2330 167% LT. end Span 1 under Floor loading

Reaction( lb) 1393 1393 1393 100% Bearing 1 under Floor loading

Moment( ft -lb) 6954 6954 < 8596 124% MID Span 1 under Floor loading

Live Defl.( in) 0. 309 < 0. 410 L/ 796 MID Span 1 under Floor loading

Total Defl.( in) 0. 621 < 0. 683 L/ 396 MID Span 1 under Floor loading

Span 1 -


Live( lb) 676 676

Required Erg. Length( in) 2. 31( w) 2. 09( w)


4




M- q-

10- 11- 1996 TJ- Beam( TM) Page 1 of 2

13: 34: 24 v4. 50 1000 TJBSAMD


3020 SATURN ST., SUITE 100 BREA, CA 92821 USA Phone: 714 - 524 - 1870

Fax: 714 - 524 - 1875

Name: TAE DIXON / MICHAEL CARDOSO

Project Name: Page Title: File Name: 1907TJ1

Based on Allowable Stress Design ( ASD) UBC building code for Custom TJM products

Application ........ Floor Com. Deflection Criteria ( S) Member Use ................ JOIST

Load Classification....... Floor LL Defl TL Defl Member Top Slope( in/ ft) ... 0. 000

Load Duration Factor....... 1. 00 Span 1 L /600 L/ 360 Roof Slope( in /ft) ......... 0. 000

Live Load( psf) 0. 0 Floor Decking................. O

Dead Load( psf) 0. 0 Repetitive Member Use......... Y

Reinforced Overhangs........ N/ A

LOAD: Class LDP Begin End Live Load Dead Load Comment

1 Unif( plf) N/ A N/ A 0'- 0. 00" 8'- 0. 00" 0 74 Add

2 Unif( plf) N/ A N/ A S'- 0. 00` 20'- 6. 00" 0 63 Add

3 Unif( plf) Floor 1. 00 0'- 0. 00" 20'- 6. 00• 66 0 Add

J

Copyright ( c) 1996 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA.




Project 5f6p -ATE OFFICE_ME An 1Nt? . _ Job No. 90-7

Date 10- II -5(. Engineer M.C, Checked By Sht. M -5 of

DFSi J of 7ais-r5 P.t=' rwEEU a.

lv' sPAcluo- G 1* L'' o. c.

20

t

2YZ" 1* K .

PbE 121106

W = (' 7 RS. F) b V") = 4'? PLF

1 n

leiLJz = ( S(cP.S - aF) O ) = S(e PLF

Foe Itv" o. t.

Wi % ( 02. Sl PLF

3

Ws = IT- 1V 1- w

W21

20 - fa

L'J -S % ( o( o, SO PL-r-

J

14 - Fr


Project __SEA&ATE__O FIC _ P 1t? IyI r- Job No. _

Date . 0 - II - NO Engineer M .C. Checked By

1 R o' 7

Sht. M-( p of

DESI W. 1 OF woo o pFA M e- OFFtc.tc A 2EAc

SPA Q = 5f u r

M , A2GA, = I. 2A -P1 z :. wa L.( 4F_ L404rO RI DX-r(O.)

W LL O41- {49. 55 # -

FrM " A>< 8 = S =

Fe = 1150 P51

9. 07 w

k [ EQ = . 2. (o X IQ lC W K

L3lwy Zee Ian o. c.

Sn ( REq' b - I. U' I 13. 1 4 t Sx CPavv)

r ( rcet' o) at. 88iw e- 47. G- 1 = = x ( rm..4)

VSE 2 K 8 DF— LA2C4 WO. a > r3z2 Q- ICOff o. 0 .

MI/ T>3 2`[3 - TO? FLANf.X-7 44rv0E2.


Project SEA& AfTE- M E -- ZA Q 1 " f-r Job No.

Date 9- 13-.% v Engineer M•C . Checked By D• S. Sht. MoT of

PFSIC.rJ of W S-rCEL. M5.M6eas :

O_'rP/FIJ - r 40 -

0r - m—mv-rAlty Aim-A = ' R 2-

R = r (A - 15o) = 0. 08 ( 960 - 1 So)

CODE ALLOWS ONW 4070 TZEDVC -nOIJ

L L 3o F.S. C% D L = 47 P• S ,F. = PA2? ( so) t RAart, ( 2-7)

TRiauTA(tY w(oTvi

DIST2113uTED LOADS

W LL ( Sop' a¢ = 720 PL.F.

SEE FoLtpw%utr RAG-W Fort- pEkM OrS164i

F

J. R. MILLER & ASSOCIATES, INC. OFFICE MEZZANINEARCHITECTS & ENGINEERS BEAM DESIGN3020 SATURN STREET, SUITE. 100 JOB N0: 1907BREA, CA 92821 - FILENAME: 1907SM01714) 524 -1870 FAX (714) -1875 ENGINEER: M. CARDOSO

Date: 10115196 Page: M 1STEEL BEAM DESIGN

1907 - SEAGATE MEZZANINE ( DESIGN OF BEAM NO. 6)

ENGINEER: M. CARDOSO FILENAME: 1907BM01

BEAM DATA STEEL SECTION DATACenter Span Length - 40.00 ft AISC Section w27x84

Left Cantilever - 0.00 ft Section Depth - 26.71 in Ixx - 2850. 00 in4Right Cantilever - 0.00 ft Web Thickness - 0.460 in lyy - 106.00 in4Unbraced Length - 0.00 ft Section Width - 9. 96 in Sxx - 213.40 in3Beam Wt. is ADDED To applied loads Flange Thickness - 0.640 in Syy - 21. 29 in3

Live Load Not Acting with Short Term Section Area - 24.80 in2 r:xx - 10. 720 in

Fy - 36 ksi Section Weight - 84.201/ r:yy - 2. 067 inLoad Duration Factor - 1. 00 rT, y - 2.49 in

Beam End Fixity Pin: Pin

APPLIED LOADS

Uniform LoadsDead Load - 1. 13 kiltLive Load - 0. 72 klftDistance To Start - 0.00 it 0. 00 it

Distance To End - 40.00 ft 40.00 itSUMMARY

USING w27x84, Max Stress Ratio - 91. 46 %, Min Oefl. Ratio - 356.47TABULAR SUMMARY OF LOAD COMBINATIONS

Maximums... Actual Allowable Dead Load + Loads Placed as followsMoment - 386.4 422. 5 k -ft Placed OL LL LL + ST LL LL + ST

Stress - 21. 73 23.76 ksi for Max Only @Cntr @Cntr @Cants @CantsShear - 38.84 176.93 k

Stress - 3. 15 14.40 ksi Moments.. M+ @ Center - 386.4 242.4 386.4 0.0 0.0 0.0 k -ftDeflection - - 1. 347 M- @ Center - 0.0 0.0 0. 0 0. 0 0. 0 k -ftfb I Fb : % max - 0. 915 @ Left - 0.0 0.0 0. 0 0. 0 0. 0 k -ft

fv I Fir : % max - 0. 218 @ Right - 0.0 0.0 0. 0 0. 0 0. 0 k -ftMin. DL Defl Ratio - 568. 19 Shears... @ Left - 38.64 24.24 38.64 0.00 0. 00 0.00 k

Min. TL Dell Ratio - 356.47 @ Right - 38.64 24.24 38.64 0.00 0. 00 0.00 k

Deflection.. @ Center - - 1. 347 - 0.845 - 1. 347 - 0. 845 0.000 0. 000 in@ Left - 0. 000 0.000 0. 000 0. 000 0.000 0. 000 in

@ Right - 0. 000 0.000 0. 000 0. 000 0.000 0. 000 inat 0. 00 ft - 0. 000 0. 000 0. 000 0.000 0. 000 in

Reactions @ Left - 38.64 24.24 38.64 24.24 0. 00 0.00 k

Reactions @ Right - 38.64 24.24 38.64 24.24 0. 00 0.00 k

OL- 1. 13kl3° 694

LL- 0.72klf

Mmax- 3e6A4ft -k! 20. 00 it cooM. I. OAO "- k 4P 0. 001, 36.64

rm.. - 30.64 kips * 0. 00 r, V Whim,

min. - 38. 64 k,,. 440.0aM

30.044Dm• x - 0. 00 10 0.001k

Dmin• - 1. 351n4 20.00110. 00

38.

Co4K38.(

a4KI 40. 00

0.. 0 6,6 i;. 3

201.0 26.7 111T4 40.6

V4.4C1 ( c) 1983.96 ENERCALC J.R. MILLER & ASSOCIATES, INC., KWO602379


Project SrAG-AilE— ME-iik2Atj1 NE Job No. 1107

Date 9 - 13- y Engineer M, C, Checked By Sht. M-q of

DESI6 J OF- W MENsecS

1-

0Ir17z15UTA' 9q ARE/F....= ; 1.&' < 1550+ {

Z

NO QEDUOT16s1

LL = 5o P.S. F.

PL = ` F7 . S, t

MBUTAK-/ WIM+ _'_- I, 33% O, 4!05

DI`SrIZIQuTEO L4 A Ds

WL-L _ ( 50 P.S, F)( Q• lo( o5 ) = 33. 5 P. L. F.

w DL = C47 P. S, F )( O,(olo5) 2(p P L F,

CSEE POLLdW1W1r PAlrE rarL BEAM W61&0)

0

J.R. MILLER & ASSOCIATES, INC. OOFFICE MEZZANINE

Page: M ISTEEL BEAM DESIGN

1907- SEAGATE MEZZANINE (DESIGN OF BEAM NO. 7.)

BEAM DATA SSTEEL SECTION DATACenter Span Length - 24.00 ft AAISC Section vvv14x22

Left Cantilever - 0.00 It SSection Depth - 113. 74 in IIxx - 1199. 00 in4Right Cantilever - 0.00 It WWeb Thickness - 00. 230 in llyy - 77. 00 in4Unbraced Length - 24.00 It SSection Width - 55. 00 in SSxx - 228.97 in3Beam Wt. is ADDED To applied loads FFlange Thickness - 00. 335 in SSyy - 22. 80 in3

Live Load Not Acting with Short Term SSection Area - 66. 49 in2 r:xx - 55. 537 in

Fy - 36 ksi SSection Weight - 222.041/ rr: yy - 11. 039 inLoad Duration Factor - 1. 00 rrT, y - 11. 25 in


APPLIED LOADS

Uaftoras loadsDead Load - 0.03 klftLive Load - 00. 03 k1ftDistance To Start - 0.00 ft 00. 00 ItDistance To End - 24.00 ft 24.00 It

SUMMARY

USING w14x22, Max Stress Ratio - 50.82 %, Min Bell. Ratio - 2572.66TABULAR SSUMMARY OOF LOAD COMBINATIONS

Maximums... Actual Allowable DDead Load + Loads Placed as followsMoment - 6. 2 12.3 k -ft PPlaced OOL LL LLL + ST LLL LLL + ST

Stress - 2.58 5.08 ksi ffor Max OOnly @Cntr @@Cntr @@Cants @@CantsShear - 1. 04 45.51 It

Stress - 0. 33 14.40 ksi MMoments.. M+ @ Center - 66. 2 44. 0 6. 2 OOA 00. 0 00. 0 k -ftDeflection - - 0. 112 MM. @ Canter - 00. 0 0.0 00. 0 00. 0 00. 0 k -ftfb I Fb : % max - 0.508 @@ Left - 00. 0 0. 0 00. 0 00. 0 00. 0 k -ftfv I Fv : % max - 0.023 @@ Right - 00. 0 0. 0 00. 0 00. 0 00. 0 k -ftMin. DL Defl Ratio - 4027.32 SShears... @ Left - 11. 04 00. 66 1. 04 00. 00 00. 00 00. 00 kMin. TL Oefl Ratio - 2572.66 @@ Right - 11. 04 00. 66 1. 04 00. 00 00. 00 00. 00 k

Deflection.. @ Center - - 0. 112 - 0.072 - 0. 112 - 0. 072 00. 000 00. 000 in@ Left - 00. 000 00. 000 0. 000 00. 000 00. 000 00. 000 in

@ Right - 00. 000 00. 000 0. 000 00. 000 00. 000 00. 000 inat 0.00 ft - 00. 000 0. 000 00. 000 00. 000 00. 000 in

Reactions @ Left - 11. 04 00. 66 1. 04 00. 66 00. 00 00. 00 ItReactions @ Right - 11. 04 00. 66 1. 04 00. 66 00. 00 00. 00 k

0.03kIfI11111111111111111111116. 23

LL- 0.03k1f

Mmex- 633/ 1 - k! 12. 00M o. 00MAIM- 0. 00 n -k 9. 00 n

1. 09

Vmkx- 1. 04ki,.. 0. 0011

Ymin-- I. O4kln• - 2400 ( tY

104Omkx- 0.001n 0. 00 t1

0min- - 0.II In- 12. 001, 0.00

0. 11

I 24.000. 0 !. B !. 0 12. 0

V4.4C1 ( c) 1983.96 ENERCALC J. H. MILLER & ASSOCIATES, INC., KWO602379

J. R. Miller & (Assoc., Inc.

NCI 3ERCra -rE OFF1cE wtE : a rm tir_ _ goo v<,

Ile 1U - I - 9G _ Engineer 1. C. Checked Ey _

MS104J OF STRUT U&JDE(L COPA61WED L4A91N(-

Ro- j -- - - Shr X-11 of --

DL 2(..(, OFLF

Lit I I L I I BEAM 15 W 14 x 22

L ?+ Oa

LOAD CASE: DL- + EQ.

CFIECIL Cb Aeji jeo 5i(EE5S RA no CC -$.%.)

ACTUAL MOMEwYf

24)z

1915. a # -FT

ASSUMIO(r ' 34 le-c', STEEL

ACTUAL S -CRESS

3bn = M = S ( 12K- Fr/

a, olw= A

Sbx = 0.192 ksi

3b 0.192

Fb a3 -7C. _ x•(733

AXIAL " ItESS :

ibx 0."792 L 23.7 Icsj = b

Is f / F' Z- 0. 15 , Ir- S. c H1 - 3

PAXINI ( EGk 5g • 60 K8,91 k5 1

wigKtZC. 49iw

AVj

rz

ksi _ 32. 93

1• S2 + 6.0088

Fc, = I S ks;

Aa

r 5,54

5

C(= IZG. oI


ect SE?GATE OFF(GE . HC- 7UM+1NE__ _ iob

i:e lo- I — }(- Engineer --- _ m .C1____- .._.__ checkaa BY

FC.- ISks 0, 50 > o, Is

C# EC,V- 4vh' ftuas F{ 1 - 1 Ha. - Z

snc. M7/t-J

1411 - 1 :

Iz:y -, E. _ 12Ti2( 29o0o kSOF

23i /Y b

0-43 + CI -

Zg y'7y 23.7L

0' K,

1 1 -Z8, A4 o.- 79Z

1. 330.60 ( 3.) 231 G

USE W y- K Z2 S-T(evT 4LONL- LfPr=- O

n


aroiec; S>:A" - rF, OF: tm me- ezAwwF juh No --- - - qa7

Date to-; L- Engineer _ m. 0 . -- Checked BY - -- -- Sht. 8/3 of

FKAW14(r OF GI, EVA -MIT- Of =FQiQ(

o

SFAM !. DADS Owot + = ts.34)( 9o?. F) = 480 FL F

8' 7 r

W OL+ Lt ° I Pi0 PlF

1

SEE Cvl AtraF. YStS = L S X 4'tfot.t awtti ? 4- E = W 12 x 1 q-

I.

J. R. MILLER & ASSOCIATES, INC. ARCHITECTS & ENGINEERS3020 SATURN ST., SUITE 100BREA, CA 92621714) 524 -1870 FAXA714) 524.1875

Date: 10102196 Page; 14 -. STEEL BEAM DESIGN

1907 - ELEVATOR SHAFT FRAMING MEMBER ( BEAM NO. B)

ENGINEER: M. CARDOSO FILENAME: 1907BMB

BEAM DATA STEEL SECTION DATACenter Span Length - 20. 00 it AISC Section w12x14

Left Cantilever - 0. 00 it Section Depth - 11. 91 in Ixx 88.60 in4Right Cantilever - 0.00 It Web Thickness - 0. 200 in lyy 2. 36 in4Unbraced Length - 2. 00 ft Section Width - 3.97 in Sxx 14.88 in3Beam Wt. is ADDED To applied loads Flange Thickness - 0.225 in Syy 1. 19 in3

Live Load Not Acting with Short Term Section Area - 4. 16 in2 r: xx 4.615 in

Fy - 36 ksi Section Weight - 14. 12 # r: yy 0. 753 inLoad Duration Factor - 1. 00 rT, y - 0. 95 in


APPLIED LOADS

Concentrated LoadsDead Load - 2. 10 kDistance To Load - 10.67 ft

Uniform Loads

Dead Load - 0.08 klftLive Load - 0. 10 klftDistance To Start - 0.00 It 0. 00 ftDistance To End - 20.00 ft 20.00 It

SUMMARY

USING w12x14, Max Stress Ratio - 68.20 %, Min Defl. Ratio - 474.42TABULAR SUMMARY OF LOAD COMBINATIONS

Maximums... Actual Allowable Dead Load + Loads Placed as followsMoment - 20.1 29. 5 k -ft Placed DL LL LL + ST LL LL + ST

Stress - 16.20 23.76 ksi for Max Only @Cntr @Cntr @Cants @CantsShear - 3.06 34.30 k

Stress - 1. 29 14.40 ksi Moments.. M+ @ Center - 20. 1 15. 1 20. 1 0.0 0. 0 0.0 k -ft

Deflection - - 0. 506 M- @ Center - 0.0 0. 0 0.0 0.0 0.0 k -ft -

fb I Fb : % max - 0. 682 @ Left - 0. 0 0. 0 0.0 0.0 0.0 k -ft

fv I Fv : % max - 0. 089 @ Right - 0. 0 0. 0 0. 0 0.0 0. 0 k -ftMin. DL Dell Ratio - 656. 09 Shears... @ Left - 2.92 1. 92 2.92 0.00 0.00 0. 00 k

Min. TL Defl Ratio - 474.42 @ Right - 3.06 2.06 3. 06 0. 00 0. 00 0. 00 kDeflection.. @ Center - 0. 506 0. 366 0. 506 0.366 0. 000 0.000 in

@ Left - 0. 000 0. 000 0. 000 0.000 0. 000 0.000 in

@ Right - 0.000 0. 000 0. 000 0.000 0. 000 0.000 inat 0. 00 ft - 0. 000 0. 000 0.000 0. 000 0.000 in

Reactions @ Left - 2.92 1. 92 2. 92 1. 92 0. 00 0. 00 k

Reactions @ Right - 3.06 2.06 3. 06 2. 06 0. 00 0. 00 k

DL = 0. 06 klf20.08

LL- 0.10 klf

nmkx - 20.00f\ - k - 1 0. 69 ft AdALnmm - - 0.0o n -k - z0.00 n 0.002.92

Y

0J Vmkx - 2.92 k19r - 0. 00 r\

r Vmin - - S. o 6klp-. 26O6 r\ V

J 1 manOmkx - 0. 00 in- O. 00 f\ -

5.06

omin - - O. so In s moan0.00

O. sa

20.00 F 1 4 I0.0 3. 2 6. 6 10. 0 13. 5 167 20. 0

V4.4132 ( c) 1983.95 ENERCALC J. R. MILLER & ASSOCIATES, INC., KW0602379

J. R. MILLER & ASSOCIATES, INC. ARCHITECTS & ENGINEERS3020 SATURN ST., SUITE 100BREA, CA 92621 - 714) 524.1870 PAX:(714) 524 -1875

Date: 10102196 Page: AfSTEEL BEAM DESIGN

1907•ELEVATOR SHAFT FRAMING MEMBER ( BEAM NO. A) ENGINEER: M. CARDOSO FILENAME: 1907BMA

BEAM DATA STEEL SECTION DATACenter Span Length - 8. 58 ft AISC Section c5xg

Left Cantilever - 0.00 ft Section Depth - 5.00 in Ixx - 8. 90 in4Right Cantilever - 0.00 it Web Thickness - 0. 325 in lyy - 0. 63 in4Unbraced Length - 2.00 it Section Width - 1. 88 in Sxx - 3. 56 in3Beam Wt. is ADDED To applied loads Flange Thickness - 0. 320 in Syy - 0. 45 in3

Live Load Not Acting with Short Term Section Area - 2. 64 in2 r:xx - 1. 836 in

Fy - 36 ksi Section Weight - 8.96 N r:yy - 0.489 inLoad Duration Factor - 1. 00 rT, y - 0.48 in


APPLIED LOADS

Uniform LoadsDead Load - 0.21 WtLive Load - 0.27 klftDistance To Start - 0.00 ft 0. 00 itDistance To End - 8. 58 it 8. 58 it

SUMMARY

USING c5x9, Max Stress Ratio - 70. 30 %, Min Defl. Ratio - 445.17TABULAR SUMMARY OF LOAD COMBINATIONS

Maximums... Actual Allowable Dead Load + Loads Placed as followsMoment - 4.5 6.4 k -ft Placed OL LL LL + ST LL LL + ST

Stress - 15. 19 21. 60 ksi for Max Only @Cntr @Cntr @Cants @CantsShear - 2. 10 23.40 k

Stress - 1. 29 14.40 ksi Moments.. M+ @ Center - 4. 5 2.0 4.5 0.0 0. 0 0.0 k•ftDeflection - - 0. 231 M- @ Center - 0.0 0.0 0. 0 0. 0 0.0 k -ftfb I Fb : % max - 0. 703 @ Left - 0.0 0. 0 0. 0 0. 0 0.0 k -ftfv I Fv : % max - 0.090 @ Right - 0.0 0.0 0. 0 0. 0 0. 0 k -ftMin. DL Dail Ratio - 979. 22 Shears... @ Left - 2. 10 0.95 2. 10 0. 00 0. 00 0. 00 k

Min. TL Dell Ratio - 445. 17 @ Right - 2. 10 0.95 2. 10 0. 00 0. 00 0. 00 k

Deflection.. @ Center - • 0.231 - 0. 105 - 0. 231 - 0. 105 0. 000 0. 000 in

@ Left - 0.000 0.000 0.000 0. 000 0.000 0. 000 in

@ Right - 0.000 0.000 0.000 0. 000 0.000 0. 000 inat 0.00 ft - 0.000 0.000 0. 000 0.000 0. 000 in

Reactions @ Leff - 2. 10 0. 95 2. 10 0.95 0. 00 0.00 It

Reactions @ Right - 2. 10 0. 95 2. 10 0.95 0. 00 0.00 k

ffMUMffMMURMffMffWDL=0.211 klf450

LL - 0.26 klf

Mm• %. 9. S0r \ -k 1139 r\ O DD

MmIn. 0.00 ft- k 10.001(

2. 10

rm. x - 2.10 k1.• 10.00 It

rmm - - z. lo u9. l assn

210Dm.. - 0.00 1 n 10.00 it

Dmtn. - D. 23 to 14.29 it0. 00

0. 23

esa0. 0 l4 2Ip 4IS S)T09

V4.4B2 (c) 1983.95 ENERCALC J. R. MILLER & ASSOCIATES, INC., KW0602379

RAMSTEEL V4. 1 - Floor MapDBt &Base: 1907MEZZ 10/ 16/ 96 10: 02: 24 I_ I

Building Code: UBC2Floor Type: MEZZ. OFFICE

RASSSTEEL V4. 1 - Floor Map M- 17DataBase: 1907MEZZ 10/ 16/ 96 10: 02: 24Building Code: UBC2Floor Type: MEZZ. OFFICE

RAMSTEEL V4. 1 - Gravity Beam DesignJ. R: MILLER & ASSOCIATES, INC. MEZZANINE FRAMINGDataBase: 1907MEZZ 10/ 16/ 96 10: 02: 24

Building Code: UBC2 Steel Code: ASD 9th Ed. Floor Type: MEZZ. OFFICE Beam Number = 1

Span information ( ft): I -End ( 48. 00, 20. 00), J -End ( 48. 00, 40. 00) Beam Size ( Optimum) = W12X16 Fy = 36. 0 ksi

Total Beam Length ( ft) = 20. 00

Point Loads ( kips): Dist DL CDL RedLL Red % NonRLL StorLL RoofLL RfRed % 8. 42 0. 11 0. 00 0. 10 0. 0 0. 00 0. 00 0. 00 0. 0

Line Loads: ( k /ft) Dist1 Dist2 DL1 DL2 CDL1 CDL2 LL1 LL2 RedType

0. 00 20. 00 0. 009 0. 009 0. 000 0. 000 0. 008 0. 008 0. 0%R0. 00 8. 42 0. 672 0. 672 0. 000 0. 000 0. 600 0. 600 O. O% R8. 42 20. 00 0. 009 01009 0. 000 0. 000 0. 008 0. 008 0. 0 %R

SHEAR: Max V ( kips) = 8. 81 fv ( ksi) = 3. 34 Fv = 14. 40

MOMENTS:

Span Cond Moment @ Lb Cb Tension Flange Comp Flangekip -ft ft ft fb Fb fb Fb

Center Max + 30. 1 6. 8 0. 0 1. 00 21. 14 24. 00 21. 14 24. 00Controlling 30. 1 6. 8 0. 0 1. 00 21. 14 24. 00 - -- - --

REACTIONS ( kips): Left Right

DL reaction 4. 66 1. 41Max + LL reaction 4. 16 1. 26Max + total reaction 8. 81 2. 67

DEFLECTIONS:

Dead load ( in) at 9. 10 ft = - 0. 336 L/ D = 714Live load ( in) at 9. 10 ft = - 0. 300 L/ D = 800Total load ( in) at 9. 10 ft = - 0. 636 L/ D = 377

0

M- 1a

RAMSTEEL V4. 1 - Gravity Beam DesignJ. R'. MILLER & ASSOCIATES, INC. _

MEZZANINE FRAMINGDataBase: 1907MEZZ 10/ 16/ 96 10: 02: 24Building Code: UBC2 Steel Code: ASD 9th EdFloor Type: MEZZ. OFFICE Beam Number = 3

Span information ( ft): I -End ( 48. 00, 28. 4Beam Size ( User Selected) = W14X22Total Beam Length ( ft) = 24. 00

Line Loads: ( k / ft)

Distl Dist2 DL1 DL2 CDL1

0. 00 24. 00 0. 009 0. 009 0. 000

SHEAR: Max V ( kips) = 0. 21 fv ( ksi)

MOMENTS: Span Cond Moment

kip -ftCenter Max + 1. 3

Controlling 1. 3

REACTIONS ( kips): DL reaction

Max + LL reactionMax + total reaction

DEFLECTIONS:

Dead load ( in) at

Live load ( in) at

Total load ( in) at

2), J -End ( 72. 00, 28. 42)

Fy = 36. 0 ksi

CDL2 LL1 LL2 RedType0. 000 0. 008 0. 008 0. 0 %R

0. 07 Fv = 14. 40

a Lb Cb Tension Flangeft ft fb Fb

12. 0 0. 0 1. 00 0. 53 24. 00

12. 0 0. 0 1. 00 0. 53 24. 00

Left Right

0. 11 0. 11

0. 10 0. 100. 21 0. 21

Comp Flangefb Fb

0. 53 24. 00

12. 00 ft = - 0. 012 L/ D = 2385512. 00 ft = - 0. 011 L/ D = 26718

12. 00 ft = - 0. 023 L/ D = 12603

M- q

RAMSTEEL V4. 1 - Gravity Beam DesignJ: R% MILLER & ASSOCIATES, INC.

MEZZANINE FRAMINGDataBase: 1907MEZZ 10/ 16/ 96 10: 02: 24Building Code: UBC2 Steel Code: ASD 9th Ed. Floor Type: MEZZ. OFFICE Beam Number = 4

Span information ( ft): I -End ( 48. 00, 40. 00), J -End ( 68. 50, 40. 00) Beam Size ( Optimum) = W8X10 Fy = 36. 0 ksiTotal Beam Length ( ft) = 20. 50

Line Loads: ( k / ft)

Distl Dist2 DL1 DL2 CDL1 CDL2 LL1 LL2 RedType0. 00 20. 50 0. 019 0. 019 0. 000 0. 000 0. 017 0. 017 0. 08R

SHEAR: Max V ( kips) = 0. 36

MOMENTS:

Span Cond Moment 0

kip -ft ftCenter Max + 1. 9 10. 3

Controlling 1. 9 10. 3

REACTIONS ( kips): DL reactionMax + LL reactionMax + total reaction

DEFLECTIONS:

Dead load ( in) Live load ( in)

Total load ( in)

fv ( ksi) = 0. 27 Fv = 14. 40

Lb Cb Tension Flangeft fb Fb

0. 0 1. 00 2. 85 24. 000. 0 1. 00 2. 85 24. 00

Left Right0. 19 0. 19

0. 17 0. 170. 36 0. 36

at 10, 25 ft = - 0. 083 L/ D =

at 10. 25 ft = - 0. 074 L/ D = at 10. 25 ft = - 0. 157 L/ D =

j

Comp Flangefb Fb

2. 85 24. 00

2962

33181565

M - 2-o

RA,MSTEEL V4. 1 - Gravity Beam DesignJ. R: MILLER & ASSOCIATES, INC.

MEZZANINE FRAMINGDataBase: 1907MEZZ 10/ 16/ 96 10 : 02: 24

Building Code: UBC2 _ Steel Code: ASD 9th Ed. Floor Type: MEZZ. OFFICE Beam Number = 7


Point Loads ( kips): Dist DL CDL RedLL Red % NonRLL StorLL RoofLL RfRed $

20. 00 0. 02 0. 00 0. 01 35. 1 0. 00 0. 00 0. 00 0. 028. 42 0. 11 0. 00 0. 10 35. 1 0. 00 0. 00 0. 00 0. 0

Line Loads: ( k / ft) Distl Dist2 DU DL2 CDL1 CDL2 LL1 LL2 RedType

0. 00 20. 00 0. 009 0. 009 0. 000 0. 000 0. 008 0. 008 35. 1 %R20. 00 28. 42 0. 672 0. 672 0. 000 0. 000 0. 600 0. 600 35. 1 %R28. 42 40. 00 0. 009 0. 009 0. 000 0. 000 0. 008 0. 008 35. 1 %R

0. 00 40. 00 0. 490 0. 490 0. 000 0. 000 0. 437 0. 437 35. 1$ R0. 00 40. 00 0. 153 0. 153 0. 000 0. 000 0. 163 0. 163 35. 1 %R


MOMENTS: Span Cond Moment 8 Lb Cb Tension Flange Comp Flange

kip -ft ft ft fb Fb fb FbCenter Max + 283. 2 21. 7 0. 0 1. 00 19. 31 24. 00 19. 31 24. 00

Controlling 283. 2 21. 7 0. 0 1. 00 19. 31 24. 00 - -- - --


DL reaction 15. 28 16. 50Max + LL reaction 9. 20 9. 91

Max + total reaction 24. 48 26. 41

DEFLECTIONS:

Dead load ( in) at 20. 20 ft = - 0. 815 L/ D = 589Live load ( in) at 20. 20 ft = - 0. 488 L/ D = 983

Total load ( in) at 20. 20 ft = - 1. 304 L/ D = 368

r

RAMSTEEL V4. 1 - Gravity Beam DesignJ. R: MILLER & ASSOCIATES, INC.

MEZZANINE FRAMINGDataBase: 1907MEZZ 10/ 16/ 96 10: 02: 24

Building Code: UBC2 Steel Code: ASD 9th Ed.

Floor Type: MEZZ. OFFICE Beam Number = 6

Span information ( ft): I -End ( 68. 50, 40. 00), J -End ( 96. 00, 40. 00) Beam Size ( User Selected) = WlBX35 Fy = 36. 0 ksi


Point Loads ( kips): Dist DL CDL RedLL Red % NonRLL StorLL RoofLL RfRed 63. 50 16. 50 0. 00 15. 26 12. 8 0. 00 0. 00 0. 00 0. 0

Line Loads: ( k / ft) Distl Dist2 DL1 DL2 CDL1 CDL2 LL1 LL2 RedType

0. 00 15. 00 0. 009 0. 009 0. 000 0. 000 0. 008 0. 008 12. 8 %R15. 00 27. 50 0. 008 0. 008 0. 000 0. 000 0. 008 0. 008 12. 8 %R

0. 00 3. 50 0. 009 0. 009 0. 000 0. 000 01008 0. 008 12. 8 %R


MOMENTS:


Center Max + 91. 8 3. 5 0. 0 1. 00 19. 13 24. 00 19. 13 24. 00

Controlling 91. 8 3. 5 0. 0 1. 00 19. 13 24. 00 - -- - --



DEFLECTIONS:


I

M- ZZ

PLAMSTEEL V4. 1 - Gravity Beam DesignJ. R. MILLER & ASSOCIATES, INC.

MEZZANINE FRAMING

DataBase: 1907MEZZ 10/ 16/ 96 10: 02: 24Building Code: UBC2 Steel Code: ASD 9th Ed. Floor Type: MEZZ. OFFICE Beam Number = 17


Line Loads: ( k /ft) Distl Dist2 DL1 DL2 CDL1 CDL2 LL1 LL2 RedType

0. 00 16. 50 0. 572 0. 572 0. 000 0. 000 0. 608 0. 608 4. 1 %R


MOMENTS:


Center Max + 39. 3 8. 3 0. 0 1. 00 22. 16 24. 00 22. 16 24. 00

Controlling 39. 3 8. 3 0. 0 1. 00 22. 16 24. 00



DEFLECTIONS:


j

M - Z3

RAM$ TEEL V4. 1 - Gravity Beam DesignJ. R. MILLER & ASSOCIATES, INC. ..

MEZZANINE FRAMINGDataBase: 1907MEZZ 10/ 16/ 96 10: 02: 24




Line Loads: ( k / ft) Distl Dist2 DL1 DL2 CDL1 CDL2 LL1 LL2 RedType

0. 00 17. 58 0. 572 0. 572 0. 000 0. 000 0. 608 0. 608 5. 1 %R


MOMENTS:


Center Max + 44. 4 8. 8 0. 0 1. 00 18. 37 24. 00 18. 37 24. 00

Controlling 44. 4 8. 8 0. 0 1. 00 18. 37 24. 00



DEFLECTIONS: Dead load ( in) at 8. 79 ft = - 0. 213 L/ D = 991Live load ( in) at 8. 79 ft = - 0. 215 L/ D = 981

Total load ( in) at 8. 79 ft = - 0. 428 L/ D = 493

M - 24

RAMSTEEL V4. 1 - Gravity Beam DesignJ. R. MILLER & ASSOCIATES, INC. MEZZANINE FRAMINGDataBase: 1907MEZZ 10/ 16/ 96 10: 02: 24



Span information ( ft): I -End ( 144. 00, 0. 00), J -End ( 144. 00, 5. 92) Beam Size ( Optimum) = W8X10 Fy = 36. 0 ksi


Line Loads: ( k /ft) Distl Dist2 DU DL2 CDL1 CDL2 LL1 LL2 RedType

0. 00 5. 92 0. 572 0. 572 0. 000 0. 000 0. 608 0. 608 0. 08R


MOMENTS:

Span Cond Moment 8 Lb Cb Tension Flange Comp Flangekip -ft ft ft fb Fb fb Fb

Center Max + 5. 2 3. 0 0. 0 1. 00 7. 94 24. 00 7. 94 24. 00

Controlling 5. 2 3. 0 0. 0 1. 00 7. 94 24. 00 - -- - --


DL reaction 1. 69 1. 69

Max + LL reaction 1. 80 1. 80Max + total reaction 3. 49 3. 49

DEFLECTIONS:

Dead load ( in) at 2. 96 ft = - 0. 018 L/ D = 4021

Live load ( in) at 2. 96 ft = - 0. 019 L/ D = 3780Total load ( in) at 2. 96 ft = - 0. 036 L/ D = 1948

4


rt SEAG -ATE I907_

Date 9 -.2q - 9(L_,_ Engineer - M e — -- Cnecked ° Y . _.. — -- Sht.

Co0kMi --r160 1:) cS46-0 7 Tb COL.UM0..1

LOAFS : 1341,: A2 JDL = a4, a4"

3. 855

I

V LLj 11E) WSX9a Ii I VDL+ I.L.

eo4 -uMRJ

I III o

LI o

o

1.

I I

I1/ z3 /Ib

L

5760EI Y2

n

R.A' tE

pESI( a OF WELD ' TD wE15 :

J

FVEa-r38 •

4e _

u

I 8iG WELD - 3IlGI X . 70-7 x . 21

3. 8 L WELI1

9 — 15 '. PRe J

VSE: /

fir/ FILLET W D X IP, r Lo. l(r Enc1+

SI DE o1= CONNECTION PATE - to Enjsrr Co LIMN

c 8" /} sa7 BOLTSbf= 51( rr.1 aF CONNEGT(Ot -I eo 7- : 7RY (" 7) ' c

1171461 )(, 6013 1`^ Z) - +; L• 10 kips i 3t3,( P+ KIPS = J14

V5E ( I) — '/ a' 96 A307 M, 0, s C ai5,4M COwnl.

0. K.


iNa SBALATE Ci=F CE_ MEizANIG _ _ __ Job

a?e 10. 1 -. ( e. Engineer Checked By

1] ESI6-*1 OF C.oLjkjSr_-flag FOrL STRUT - M eeAM ALOQ(- LINE Ouo 1. 33 INUCPASE * i- LOrICo r-orL ' 1r(L,) T Ur.SICHJ-

SEISMIC Fo= E- i N s-rev-r

rr

MY (' 5) - 7/ Q Cp A 32.5 - N µ I - r pa.'rS

K

Fv w > 29. 0'- off.

CHECK- m4kgs IN TzNS160 ( Is:: A* j (, V— IS VSE FOR CorlNrzG'[ ID J

F{ 79.4K > .

COI K Dili.

c

pESk6-0 OF wEI. D

29 I c

N _

6ZEq') 1141 A . 107 x a I le i1.

8111 L wal,DP2OV

L wily ( per) = Ca) C91') = 1 B'

I > -7. ?A Ode- -

U5E C3) 7 /i} flt3' S- N FEIGN; 5' f2Eu6NT Wt.TS CV 21FAWI COWO.

Y4 If WELD 0h.1 e n+ SIDES OF t "TO 3qE A GONOC-C -TIoo


S ACrATC „ b N° / Jo-7 --

a:. Engineer __. M. . — Checked By

PESI(ril bF PIZA -b- S- r2uT CONwEC--rjo&J - M - r? A1.+ SFE(z- wko

t} F1Zou6 -tt- CE) 10' - n4lCK CONC2ETE- WA - t-

i

MAYOK40 K b2A-C— S-t2v°C 1 - Q( LCF = J$•opK

H

I

Trelf (< p)- ' / s'

I

f} 32 5 — N Eil bH 5-rrzFp / +T 00%-TS

F.L- = G O. 9418iV.t` N4 si = II( o -(

ik > 58 %0 k

F S.

J5E ( ( P) — 3/4/1 A525 — N - rHZLk H t&W- S-Weti6MT ao1.Ts

DESI fr J or- WE1D

31j ,, 7o7) 1 k

3 1 1 11 //

I /

TflK

RATC

I

I If2

I

W /.f K 5WUT),

1i SeE FR" 1 '(-

Fl.tU

0


Project 5E&(,6 -rE MGa Job No.

Date 9 - 13- 910 Engineer M •C Checked By Sht. 9- 1 of

p St rJ pt= pt> CowMrJ ? D SuPFYRT ME 4wN` LohDS AWOCr

Uti OLOADIPf- " M COL_ OMQ

P = 2441`

IDL

PI 1+. 1-0

38 • (0

SEE W,17 n [ SEAM

DESIWJ

plc O • (a(/.

IC

SEE W 14 X SEAMbl-

DES14N

04-"

wlf

COL + F

17M7 AAAL L6AD" 110 COLUMN = 35 -&+ICt 2 ( ,I. 09- 2K

Ret& H -r ( t+) o'1= coL- U" Q13FO11)—

JDEM of W 5EA4-1

CseE Fol. lpww(r Pa<.E . rot CoIiUM.J /} hAWS{ S

1'1IE ABOVE. LOADS WILL. CBE V550 F5M- FbO-rIQC-

DESIGN (, Ti {IS IS 1-kir- WORST CASE)

PL = 25. 5c. k

LL

u

J.R. MILLER & ASSOCIATES, INC. OFFICE MEZZANINE

ARCHITECTS & ENGINEERS COLUMN DESIGN3020 SATURN STREET, SUITE 100 JOB NO.: 1907BREA, CA 92821 FILENAME: 1907CL0I714) 524 -1870 FAX (714) -1875 ENGINEER: M. CARDOSO

Date: 10116196 Pape: V' LSTEEL COLUMN DESIGN

1907 - SEAGATE MEZZANINE (DESIGN OF COLUMN NO. 8) ENGINEER: M. CARDOSO FILENAME: 1907CL01

COLUMN DATA APPLIED LOADSAISC Section p4std Axial Dead Load 25.56 k " Y" Eccentricity 0. 00 inColumn Height 10.75 It Live Load 15. 16 k " X" Eccentricity 0. 00 in ,

Fixity @ Top Pinned Short Term 0. 0 k


Unbraced Lengths... Dead - - live - - Short - - X:Start - X:End - For Y•Y Buckling 10.75 ft X -X Axis Moments: Top None --

For X -X Buckling 10.75 ft Bottom None-- DESIGN DATA Btwn Ends None--

Fy 36 ksi Y -Y Axis Moments Top None -- Load Duration Factor 1. 000 Bottom None-- Live & Short Loads Don' t Combine Btwn Ends None..

Sidesway... X• X Axis : Restrained Point Loads X -X Axis None --

Y• Y Axis : Restrained Y•Y Axis None..

Effective Length Factors... Uniform Loads X•X None-- X -X Axis 1. 00 Y -Y None -- Y -Y Axis 1. 00

SECTION DATA SUMMARY

Depth 4.50 inWidth 0.00 in Combined Stress Ratios... Dead - - Live - DL + LL - - DL + ST -

Top Thickness 0.000 in Formula 1. 6. 1a 0. 547 0.324 0.871 0. 547Web Thickness 0.237 in Formula 1. 6. 1b 0.373 0.221 0.595 0.373

Area 3. 170 in2 Formula 1. 6 - 2Weight 10.763 plf Actual & Allowable Stresses... rT 0.000 in Fa: Allowable 14.74 14.74 14. 74 14.74 ksi

Ixx 7. 2 in4 fa: Actual 8. 06 4.78 12.85 8.06 ksiSxx 3.2 in3 Fb: xx : Allow [F1 -61 23.76 23.76 23.76 23.76 ksi

Rxx 1. 51 in F7 -7 & F1. 81 23. 76 23.76 23.76 23.76 ksi

lyy 7.2 in4 fb:xx Actual 0. 00 0.00 0. 00 0.00 ksi

Syy 3.2 in3 Fb: yy : Allow IF1. 61 23. 76 23.76 23. 76 23.76 ksi

Ryy 1. 51 in F1. 7 & F1. 81 23. 76 23.76 23. 76 23.76 ksi

fb:yy Actual 0. 00 0.00 0.00 0.00 ksiMax X -X Axis Deflection 0.000 in at 0.00 It from column baseMax Y -Y Axis Deflection 0.000 in at 0.00 ft from column base

Intermediate Stress Calculation ValuesF' ex (DL + LL) 20467 psi Cm:x ( DL + LL) 0.60 Cb:x ( DL + LL) 1. 75

F' ey ( DL + LL) 20467 psi Cm:y ( DL + LL) 0. 60 Cb:y ( DL + LL) 1. 75

Pax (OL + LL + ST) 20467 psi Cm:x ( OL + LL + ST) 0. 60 Cb:x ( DL + LL + ST) 1. 75

Pay (DL + LL + ST) 20467 psi Cm:y ( DL + LL + ST) 0. 60 Cb:y ( DL + LL + ST) 1. 75

AMC

0'- 7 PLIL1 /

x

NO VeW_T,,CA L. FU2CC

I

y

X -% AXIS LOADS Z: 25 S6 It Y - V AXIS LOADSYII I1. 16C

V4AC1 ( c) 1983.96 ENERCALC J. R. MILLER & ASSOCIATES, INC., KW0602379

J.R. Miller & Associates, Inc. Project: SEAGATE MEZZANINE Job No: 1907Date: 10/ 13/96 Engineer: MC ChIM By: SHEET: E -1

Description: FOR PIPE COL'S ALONG LINE D AND CAssumptions:

Allow. Soil Bearing Press.(q A, im.)

Concrete Strength, Footing (f'c)

Concrete Strength, Slab ( f'c)

10KSF

20. 3 SF

Slab Reinforcement(fy) : 60.OKSI

SOKSII

q u* n te= 1. 6( VMa. / AP,. wd, d ) = Check for Shear:

Ftg. Reinforcement ( fy): 60.OKSI50KS1

61 Kips

bo= 4[( 2xd/ 2) + W Base Plate] =

TRY: W Ft. L Ft. D Ft. Base PI. Dim(bxn): I 9.001n. 19.001n. 4.50 4.50 3.00

A Pm ldad = W x L = 20. 3 SF

Ftg.Wt. W x L x D x 0.15pcf = 9.1 Kips

q u* n te= 1. 6( VMa. / AP,. wd, d ) = Check for Shear:

3.22 Ksf

Two -Wav

Vu= 1. 5xVMa, = 61 Kips

bo= 4[( 2xd/ 2) + W Base Plate] = 166.0 In.

oVc= o( 4:f'c bo d) = Check for One Shear:

917Kips

Way

Vu= q uremet• x B x Lo = 12 Kips

eVc= of 2:f'c bw d ) = 149 Kips

Check for Flexure(Ftg. Reinf. Design): Ftg. Cantl. L Bell = 1. 88 Ft.

FM f

Ftg. d = 32.501n. 0=0.85

Ftg. Bm.b =12. 0 In. F= bd2 /12000 = 1. 06

1I min.= 200/fy = 0.003

Kn (Mr,.)= 172 Mu IMr,.I = FxKnIMi,i= 181 Ft -KMu =q ua. x ( LBM.) 2 /2 = 6Ft -K/Ft ¶ Req'd= Mu(9 Mln/ MU Min) = 0.00010 0 =0.9

Design = 0.000139 A steal Req'd =¶ b d= 0.05 InA2TRY: ( 1) - # 4' s 0 12- O.C. A staej= . 20 In^ 2 > ReQulred Area ( OKl

Check for Uplift:

Thickness of Slab

Trib. Bay Width 123. 00 Ft.

Design Uplift= 1. 5( Uplift) = O.OKips

Net Uplift =Dsn. Uplift- Ftg.Wt.= 9. 1 Kips No U IM (O/O

Area Slab Fieq' d= Uplift/Slab Wt= 182 S. F. No Uplift (OKl

Slab Trib. Avail: 2( Bay Size/4)= 11. 50 Ft. Area Slab p,. = 2( Slab Trib)2 = 264.5 Ft.

j =0.875

USE: I 4.50' x 4.50' x 3.0' Thk Ftg. with # 4' s ® 12 "O.C. Ea. Way In Bottom


l -Z,(O -, q(o - Engineer — M, C . - _ OrNcrtec7 37 -- r?. L- of

bESICrt.) OP fbwEL -S TO C5IQFo2CE C'( IS'i FCxrr1)J6-S ;

VCS%G -0 AeOUL -+O W02S- r CASe Z. 00 rElNF•RremC" TPrR FOOTiaG -

MOMENT •CSC( pVLE /

MrS SECTION

D L

T N4--

Ro

iii

EatJIrLnErr \ pea? AeS Su2FAcE

EK/STPT(r. Mtt ( E) COMC,

Zw- Wec -(lord t- b -S

bEsI&N MOMENT1 - 60 t, =

A100 PLF

2 z

M = 210 O PL F >< .Q

2 \ a 10 O PLF)( A' OD f(r

L -

FT/ FTCASE

6 420 10 . 0 K 1 2

Is

7 33 a oll,

USE 4 "7 CSOAM- W/ NWL-(

111I HIT- C-- loo AUf+EsL C

Sy STEM ` N wiI j - 1" r=mmeDwIGFWr lw- ro E7114Ttti ( r

Fc O'TwG (- LZ.rr o 1 C .

A

e

SEP. 18. 199b 2: 32PN

Ck. JOB

SUSACT

ywmp :..

Roofloe, 4, 0

PLC I .

LINt,Qifit 4G

P E rI I. a

rocs Loam. 2. 7

fy • Pa w 0.7

G IW 1! 2.0hPwbi 2. a

Paa' riTta.,

2.0

PL.- 30. 0

91. ` 20.0 roj

MC-ruulac 41ps

l.1, 09PsT 1. 0Io F' ry 91

rvf i. b

Jol+vrs 2 Srocs Loam. 2. 7

601WO4 2. 4-

M / Ir 3.0

V1lh& I• dj

Paa' riTta., 10!__

PL.- 30. 0

NO. 92e P. 2 / 13

9xst

No. Of

Dore

MlFC , j . 106 -

FL*TC 10. 7

FR,, I,,, rq G . o

lijiP.C61w j 2. 5

rllyG. 2. fa

DI.• 43.0 PaR

4if, 70, o0o *

w• Joe

BY: SUBJECT ROOF

110. 928 P. 3i13

im: -1- No. Oi

A L. (. OA. f7SDot

IL"'

11 D' r , Q C n' 11s

Mmr

w,, 0.

1eeelr(15d( ae)*

Ioo( w9( tr)r1oo 4Di7) tloo( lo) c11)

I I vZO { cli

W1: p. IB33ll ll9o'i( 1. t14 ,006')( 540-W lop, (a')(% l)+ 100( lo. it" (. 130 Lie

rl3 0'

wD G•lB+i+l ( 31ir' i(7o t too ( l46'.A 125( 8' i- T o 1. 727 EIl

W4= o• Ib' 3`C( 12c)( 2c) +

gtr. 4ts. Loo

Ks i

16

a

SEP. 18. 19% 2 ;33PN

Ck. Joe

Sy: SUSIICT P' L7.w• nI1N1F ./' 7

j6 / /(, 411

N0. 928 PAz13

91xst 5No, 01

5 POIo

0N

T

1M* it

w,= o. laaarrl o o), a( 1° olU4.$) = 1. 412 LIB

WL 0. 1833 1 12o'( 7N) r2 1ee) LIA 5iC3i 5 t 1og[ 7 5 L11 rlso(. 5i 1 i[ a) j - .

8 41e

LLL 541. J t

P. 18. 19% 2: 33PM

Ck. Joe Nn

6y: SUBACT

W+u- LIB ry c.

E1t'fyesrwwlleaJ of TbRc. rs

v = I # e.' 14- + 7G. Sa Z11. Osro"

W i I t 7to8 41rj• 21, 1frb y

Wes: _ 419 h, 13'

NO. 928 P. 5i13

SMwt # c

Or

Ogre

vjobo a 222&&

S.44CP-

7T12

216 22 tb 19 1 K

21

Z1, 043

Q. ry

loops

W

Y

ryY

1o.• S 6'

5.is' lisr' 1.` zR4' z•' r. r'

SEP. 18. 19% 2: 34PM

STRUCTCCN

FILE : MAL3

CONCRETE SHEAR WALL ANALYSIS

DESIGN LOADING COMBINATION DATA

N0. 928 P. 6r13

PAGE 615

ETABS_ FILE: moorl . PST /WALLER_ FILE: moorwal. WAL

UNITS KIP- INCH - SECOND

LOAD TYPE I II III A

1 0 1. 400 1. 700 11400 01000

2 0 11400 1. 400 11400 1. 400

3 0 1. 400 1. 400 1. 400 1. 400

4 0 0. 900 0. 000 0. 900 1. 400

S 0 0. 900 0. 000 0. 900 1. 400

i

B C Dl D2

0. 000 0. 000 01000 0. 000

0. 000 0. 000 0. 000 0. 000

0. 000 0. 000 0. 000 0. 000

0. 000 0. 000 0. 000 0. 000

0. 000 0. 000 0. 000 0. 000

SEP. 18. 1995 2: 34PM N0. 928 P. 7i13

K-

STRUCTCON PAGE 940ETABS_ FILE: mcorl . PST / WALLER_ FILE: mcorwal. WAL

FILE : KKWAL3

CONCRETE SHEAR WALL ANALYSIS UNITS KIP- INCH - SECOND

WALL PROCESSING OF PANEL ELEMENTS ( UBC 1994 CONCRETE)

FRAME ID ...

WALL ID .... 1

OUTPUT FOR WALL TYPES W1 AND W2

LEVEL TYPE / - - - - -- - WALL OVERTURNING DESIGN------ WALL SHEAR DESIGN - - - -/

ID STA EDGE TENS STEEL -// COMP STEEL -/ FORCE STRESS COMBO A (/ ft)

LOC MEMBER LEFT RIGHT LEFT RIGHTin) sgin) sgin) sgin) { sgin) ( K) Kai) sgin)

ROOFW1 ( 16. 00in X 69. 001n) 22 0. 020 2> 0. 00

TOP 16. 00 0. 0 0. 1 0. 0 0. 0

BOT 16. 00 0. 0 0. 0 0. 0 0. 0

HEAD1

W1 ( 16. 00in X 69. 00in) 22 0. 020 2> 0. 00

TOP 16. 00 0. 0 0. 0 0. 0 010

BOT 16. 00 0. 0 0. 0 0. 0 0. 0

FLOOR

W1 ( 16. 00in X 69. 00in) 25 0. 023 2> O. DO

TOP 16. 00 0. 0 0. 0 0. 0 0. 0

BOT 16. 00 0. 0 0. 0 0. 0 0. 0

HEAD2

W1 ( 16. 00in X 69. 00in) 25 0. 023 2> 0. 00

TOP 16. 00 0. 0 0. 0 0. 0 0. 0

BOT 16. 00 0. 0 0. 0 0. 0 0. 0

W,o L. 0- o.k .

SEP. 18. 1996 2 : 34PM NO. 928 P. 8i13

STRUCTCON PAGE 7ETABS_ FILE: moorl .PST /WALLERTFILE: moorwal. WAL

FILE : KKWAL3

CONCRETE SHEAR WALL ANALYSIS UNITS RIP- INCH - SECOND


FRAME ID .... WALL ID .... 2


LEVEL TYPE / - - ---- - WALL OVERTURNING DESIGN------ WALL SHEAR DESIGN--- /

ID STA EDGE TENS STEEL -// COMP STEEL -/ FORCE STRESS COMBO A { / ft)

LOC MEMBER LEFT RIGHT LEFT RIGHT

in) sgin) sgin) sgin) { sgin} ( K) Kai) sgin)

ROOFW1 ( 10. 00in X 187. 00in) 47 0. 025 c 3> 0. 00

TOP 10. 00 0. 0 0. 0 0. 0 0. 0

BOT 10. 00 0. 2 0. 2 0. 0 0. 0

HEAD1

W1- ( 10. 00in X 187. 00i.n) 47 0. 025 3> 0. 00

TOP 10. 00 0. 1 0. 1 0. 0 0. 0

BOT 10. 00 0. 3 0. 4 0. 0 0. 0

FLOOR

Wl ( 10. 00in X 187. 00in) 86 0. 046 3> 0. 00

TOP 10. 00 0. 3 0. 0 010 0. 0

BOT 10. 00 0. 4 0. 2 0. 0 0. 0

HEAD2

W1 ( 10. 00in X 187. 00in) 86 0. 046 3> 0. 00

TOP 10. 00 0. 3 0. 1 0. 0 0. 0

BOT 10. 00 1. 3 1. 2 0. 4 0. 9

Q* 6t.. D. 14.

SEP. 18, 19% 2: 35PM NO. 928 P. 9/ 13

STRUCTCON PAGE K- i 6STABS FILE: moorl .PST WALLER_ FILE: moorwal. WAL

FILE : KKWAL3CONCRETE SHEAR WALL ANALYSIS UNITS KIP- INCH - SECOND


FRAME ID ....

WALL ID .... 3


LEVEL TYPE /----- - - WALL OVERTURNING DESIGN------- WALL SHEAR DESIGN - - - -/

ID STA EDGE TENS STEEL COMP STEEL -/ FORCE STRESS COMBO A{ / ft) LOC MEMBER LEFT RIGHT LEFT RIGHT

in) sgin) sgin) sgin) ( sgin) K) Kai) sgin)

ROOF

WS ( 10. 00in X 240. 00in) 67 0. 036 3> 0. 00

TOP 10. 00 0. 0 0. 0 0. 0 010

BOT 10. 00 0. 3 0. 3 0. 0 010

HEAD1

Wl ( 10. 00in X 240. 00in) 87 0. 036 3> 0. 00

TOP 50. 00 0. 2 0. 1 0. 0 0. 0

BOT 10. 00 0. 6 0. 6 0. 0 0. 0

FLOOR

W1 ( 10. 00in X 240. 00in) 130 0. 054 3> 0. 00

TOP 10. 00 0. 2 0. 0 0. 6 1. 8

BOT 10. 00 0. 4 0. 1 1. 0 2. 2

HEAD2W1 ( 10. 00in X 240. 00in) 130 0. 054 3> 0. 00

TOP 10. 00 0. 3 0. 0 1. 4 ®

HOT 15. 00 1. 6 1. 4 1. 5 2. 3

SEP. 18. 19% 2 :36MI NO. 928 P. 10 / 13

STRUCTCON PAGE K -m diETABS FILE: moorl . PST /WALLER_ FILE: moorwal. WAL

FILE : KKWAL3CONCRETE SHEAR WALL ANALYSIS UNITS : KIP- INCH - SECOND


FRAME ID ....

WALL ID .... 4


LEVEL TYPE / - - - - -- - WALL OVERTURNING DESIGN------- - / / - WALL SHEAR DESIGN - - - -/ ID STA EDGE TENS STEEL -// - COMP STEEL -/ FORCE STRESS COMBO A{ / ft)

LEFT


in) sgin) agin) { sgin) { sgin) { K)

in) agin} { agin) ( sgin) sgin} K) ( KSi) agin)

ROOF

W1 ( 10. 00in X 105. 00in) 81 0. 077 < 2> 0. 04

W1 ( 10. 00in X 282. 00in)

0. 2 0. 8 0. 0 0. 0

132 0. 047 < 2> 0. 00

BOT 10. 00

TOP 10. 00 0. 0 0. 0 0. 0 0. 0

BOT 10. 00 0. 4 0. 4 0. 0 0. 0

ID ....

FRAME ID ....

WALL ID ....

L (.. O • V. , WALL ID .... 5

OUTPUT FOR WALL TYPES Wl AND W2

LEVEL TYPE / - - - - -- - WALL OVERTURNING DESIGN------- - / / - -- - WALL SHEAR DESIGN - - - -/

ID STA EDGE TENS STEEL -// - COMP STEEL -/ FORCE STRESS COMBO A{ / ft)


in) sgin) agin) { sgin) { sgin) { K) Kai) { egin)

HEMI

W1 ( 10. 00in X 105. 00in) 81 0. 077 < 2> 0. 04

TOP 10. 00 0. 2 0. 8 0. 0 0. 0BOT 10. 00 1. 5 0. 0 0. 0 0. 0

LJ/ iLL O. IL. FRAME ID ....

WALL ID .... 6

OUTPUT FOR WALL TYPES Wl AND W2

LEVEL TYPE /----- - - WALL OVERTURNING DESIGN------- - / / - -- - WALL SHEAR DESIGN - - - -/

ID STA EDGE / - TENS STEEL -// - COMP STEEL -/ FORCE STRESS COMBO A { / ft) LOC MEMBER LEFT RIGHT LEFT RIGHT

in) ( sgin) ( 9gin) ( sgin) ( sgin) ( K) ( Ksi) ( sgin)

Wl ( 10. 00in X 105. 00in) TOP 10. 00 0. 7

SOT 10. 00 0. 0

0. 2 0. 0 0. 01. 1 0. 0 0. 0

52 0. 049 < 4> 0. 00

SEP. 18. 19% 2: 36PM 1` 10. 928 P. 11/ 13

9TRUCTCON PAGE i ie

FILE KKWAL3STABS — PILE: moorl. PST / WALLER FILE: MOorwal. WAL

CONCRETE SHEAR WALL ANALYSIS UNITS KIP- INCH - SECOND


FRAME ID ....

WALL ID .... 7

OUTPUT FOR WALL TYL' EJ Wl AND W2

LEVEL TYPE / - - -- - - WALL OVERTURNING DESIGN------- - / / - -- - WALL SHEAR DESIGN - - - -/ ID STA EDGE / - TENS STEEL -// - COMP STEEL -/ FORCE STRESS COMBO A (/ ft)


FLOOR (

in) { agin) ( agin) { agin}

W1 ( 10. 00in X 282. 00in)

TOP 10. 00 0. 2

BOT 10. 00 0. 4

HEAD2

2. 6 2. 1

Wl, ( 10. 00in X 282. 00in) TOP 10. 00 0. 2BOT 15. 00 1. 4

sgin) { K) { Kai) ( agin)

138 0. 049 < 2> 0. 000. 3 1. 9 1. 30. 5 2. 2 1. 7

0. 4 2. 6 2. 11. 5 2. 2 2. 0

138 0. 049 < 2> 0. 00

A, pun...,, ` `}

b•` ° i : 2.- , nL O. k "-

SEP. 18. 19% 2 :37PM NO. 928 P. 12/ 13

STRUCTCON PAGE jC - 11

ETABS FILE: moorl. PST / WALLER FILE: moorwal. WALFILE : KKWAL3

CONCRETE SHEAR WALL ANALYSIS UNITS : KIP -INCH- SECOND


FRAME ID ....

WALL TD .... 8


LEVEL TYPE /----- - - WALL OVERTURNING DESIGN------- - / / - -- - WALL SHEAR DESIGN - - - -/ TD STA EDGE / - TENS STEEL -// - COMP STEEL -/ FORCE STRESS COMBO A { / ft)

LOC MEMBER LEFT RIGHT LEFT RIGHTin) ( sgin) ( sgin) { egin} { sgin} ( K) { Kai} { egin)

ROOFW1 ( 10. 00in X 240. 00in) 80 0. 033 c 3> 0. 00

TOP 10. 00 0. 0 0. 0 0. 0 0. 0

BOT 10. 00 0. 1 0. 2 0. 0 010HEAD1

W1 ( 10. 00in X 240. 00in) 80 0. 033 < 3> 0. 00

TOP 10. 00 0. 0 0. 0 0. 0 C. 0SOT 10. 00 0. 3 0. 5 0. 0 0. 0

FLOORW1 ( 10. 00in X 240. 00in) 43 0. 018 < 3> 0. 00

TOP 10. 00 0. 0 0. 1 0. 4 0. 0

BOT 10. 00 0. 0 0. 2 0. 6 0. 0

rr

0

WALL . 0 .y-.

SEP. 18. 1996 2 ;37PM N0. 928 P. 13i13

K- STRUCTCON PAGE W12.

FILE : KKWAL3ETAB9 FILE: moorl. PST /WALLER FILE: moorwal. WAL

CONCRETE SHEAR WALL ANALYSIS UNITS ; KIP- INCH - SECOND

WALL PROCESSING OF PANEL ELEMENTS ( TJEC 1994 CONCRETE)

FRAME IO ...

WALL IO .... 9


LEVEL TYPE / - - - - -- - WALL OVERTURNING DESIGN------- - / / - -- - WALL SHEAR DESIGN - - - -/ TO STA EDbE / - TENS STEEL -// - COMP STEEL -/ FORCE STRESS COMBO A { /£ t)


HEADZ (in) { sgin) { sgin) { sgin) ( sgin) ( K) { Kai) { sgin)

W1 ( 10. 00in X 124. 0Oin) 41 0. 033 < 3> 0. 00TOP 10.00 0. 2 0. 0 0. 0 0. 0

DOT 10. 00 0. 9 0. 0 0. 8 0. 0

FRAME ID .... ), If Li. D• Li . WALL ID .... 10


LEVEL TYPE /----- -- WALL OVERTURNING DESIGN------- - / / - -- - WALL SHEAR DESIGN - - - -/ IO STA EDGE /- TENS STEEL -// - COMP STEEL -/ FORCE STRESS COMBO A { /£ t)

LOC MEMBER LEFT RIGHT LEFT RIGHTin) ( sgin) { sgin) [ sgin) { sgin) { K) { KSi) ( sgin)

HEAD2

W1 ( 10. 00in X 20. 00in) 2 0, 009 < 4> 0. 00

TOP 10. 00 0. 5 10. 1 0. 0 010SOT 10. 00 0. 1 0. 6 0. 0 0. 0

A• Ll. O. 1G.

J. R. Moller & Assoc.. Inc.

5FACrAtG QF « G _rIE M NC lob Mu I a 07

Engineer ------ __.. % " ecked & i -- -- -- Snt. c -13 of - - --

LATEKAI- AWALYSIS C OFFic-E :

PEfL V, e.c. 9' t1 , /

r55UMt1; FLExlrlt' DIAFV RhCHA

rr-ANSVEt2SE yirtZOfLOO SEISMIC_ COVCRr.)S ALL CASES

I C- 1 /

vSrfEA2 RDEAD = O 183 (- 10 K 1+ 1 )( 47

w

13" PL 1=

o I

i

I I '" 3

17. 2'_ rz IT R3 = 4•i

2t1

1441

1~ w ` IK

N

1

0183 ") 0 163( 7`tP5F3 8 PLFJSr k2wau

774 PLF ° G19 PLF

771 #/ - J

z = & I PLF IFS

Uµ3 - ( 019 PLF

lyZ : ( p79 PLI' T+= 511. PLF

2 ( GO( PLF' = SI , PLF

00 PLF

5 = !019 PCF

I


ac; Ev4ln4 CG MG kt.+INGr__

goo NIc: 1Q0- 7

izngineer _ .` - - -- Checked By - -- 5h!. K I of

jP-JGE MEP-aANIN=L k14ILIN(r XE4E'D06t : V510&- 3/+" r-DX PLVWOOU

3

V3

v.,

1r7 8

rx:":

7Z'

1! 3 = Gl9 P L F = 0 19 PLF

SC

LJ = 0 ( 29' 77 ¢ _

28 7 3"7 FLF

L = 4re112 ( ( R19)

G Z

1T = 72- ( ( ol 9 = ZO (o R F

ir5

ITZ = O O

019 = 515 PLF i 7",? = 309 PL=

DIANCA&M WA1LIN(r AREN

0

NAIuN(r A &CA L SC SLC

So NCwRV # cv. rrn

yI L 4 G Z

NgiU hl(r C D(rfc S

ALL ED &-e5 4'

3116

INTE 2WIl DIA1C

S PFY¢ TSI1-ii

12i IZ"

0


101Ct . 5FA6-ATE OFF(CF -- MEizF —A ? I_NC_ -_ " co NO Igo-7

Date 9-. i0 -9_6 - Engineer - -- M, ,_ _ - - -- Checked BY

it

FFICE ME$ A -NIA1G NMLtulr- SCN6DULE ?RANSdE25 USIU(r 4

CDK Pt.Hwoop0 a•

Ali3 V 4 g V vi p IT, U ra ir r Z

i ix

a ( : 35C• } 1

i

SHEAV- LOADS"

2410

32

VZ

2- 110b

401

f

DT3 c OIq CG9. 0 /

81, G) 5.. 3 PLF

G l q57, '-/

a ` f 31 PLF

solq

3910916 PLF

So,

1T = ( 0$ 0 ( 4 (

02, 4) = 55" PLF

9" f b PLF

281•PLF

n


t SEAL 7 oFFicc- Mc u JcbNc. IRo-7

J ife' 3'9iQ _ Engineer - _. Checker BY _ -. _ _— _— Sht. of

I. A' TE2kl. AWRW6IS ( OFFICE Mgaa-ANI;JC)

PErZ U. R. C. 94 ASSUME- FLEntet.G DIaFHeAG44 + QA* 1

Ust+ rL = 17. 183 W beno = 0. 163 201 X 2-55 goe p' sJ ° 1yr

0, 183( 78ps,F)(13

z z Fcµ E' r_

F

99. 51V- }

I, EV, c. 5

288'

10 L- 01-J(a TU O%WaI 01REC.Tw.-3I

U5F 3 /q." CC) -A PUYWWD W/ BCC cry

G1 1. 4" OTC.

COMMOW WAILS ANO I I/ Z MI`-I Nhll. PENET(`hROn1

SEP. 18. 1996 1: 33PM _ r

FiCM ., C LlJlN.. .—.. ._... ._. _._.. agte:

d)goj Lowo Feel EJ ST ro 1, 14" L406 3 cs p4nZ.

p-A{ b v.4 t tisP. a : 3a. aa

xlar+ 4 Go lu crlo CraP ury

papio s " ( r++)( 24) - 2p. to

A004, (,,.( JrOiTN Q1'r4' D = ° JS, 63• b, 1' o. e.' t `

1dh6 bit xoIIL 601-TS ( aa, ds

P. 1 / 1

K- 17

ill7ttS VZF to"

1 I + { + I

1144

6 °x 14 Lu%twull+ rA.cloa aF I. ku• Kw I IG fbal -Ti


5FA4i

Project _.. --

Date


Job No

Engineer Checked By

A?(IRL STRESS ;

Sht. K- 1 of

C+tECe. IF- -"/FN :! E: 0 1 15 , IF SO use Cc?UATIGO 141 - 3

PAxIhL 38•3K

fa = = - S - 10 IcsAwlo riz(, —

7• G 1

E2 - I (.. k r

1 - 2C Fy 1 ( 1)( 20xlz)

5/3 + SCc_ $ Cc3 = 65. 17

2' Ir a Er

does not evLcee. L C4

Cc use C2 - 1

r ( 55. 1 - 1) z

CL — 2( 1- 4[.. 01

g( IZ6. 01) g( IZ6. 01) s

Fq = Iq. 42Z ks

fu S. loks

F:ti Iq. 4ks1

H1 - I

F} 1- 2

0


DfFicF MC?,-taulae ict, Igo?

Engineer M. 0 Checked By _._ -- -_--- Sht. L72-0 of

COMJ31NE0 COMMCS.WO AND BeWDI 1L

H1- 1 : o

I N + CMK 7bx + C Eby

1. 33

Fa CI - F«)Fbx CI — Fey ) Fby

i ft1 -2 AwDv

fo. F

bK }

O. ('cfl) Fj" by

H1 - 2:

12 Tr Z EF

c -tb /r30 )

1211' ( . a9000 les '-)

23 ( ss, 1 * 7 - 2708

I) 2, 00Ks)

5, 10I -

Z7oB )23, c.

5.( O • oo , c L? 3

0.32 I • 3

En1ST WIQ n ?-(a ST VT O. K• -- a VAWSFE2

L.OArO KC 1011 - rHIC. CF) Cowr, e - -

AtwAUL

Oic

OK•

I

J. R. Miller & Assoc.. inc.

SEAGATE _OFFICE _fAE$ AWINE I_g0' 1 ..

a *.a Engineer M. e. Checxed By __ Sht. K' 21 -, t

PE-z;((5IJ OF I. E -DCsEre AL oI - LINE

t_ DADIN(rDL = 4/ 1 ' PL. = Sfo`t PLfm

Wfm CALLL_ = 4' z /

l

37 P,SF.) PLF

REDucsO LNE LOAD

t

WCO MT fX

LEOGE2iSEF_ FRry(,. PL4+J

7-TI 761s -r

pea CRANIAc-

PLAw

Et = S7r PLF

W = UL- tLL

mills

A, aOLT I I I

TDISTO. C. i

Tie FKAKOC.- PLAO

1151MRSOAr it PD8%} WNErtE

OOGv25 W43)- io& 430-7

7,qe 1 8avr5 (? -- M' 3r5 4AIV

Y %} 123 -A/ TARN

Eata tout, wqu. , 56c,

DETAIL

e

FRAMi4G- a-4"

PL/ WOOD sWFknA1U-

PE/L m4mfvc- PI-4A)

ECR ( PLF

4 ,307 - TN2U

i30LT5 St ifc 0

Cori O. C.

J.R. MILLER & ASSOCIATES, INC. ARCHITECTS & ENGINEERS3020 SATURN STREET, SUITE 100BREA, CA 92821714) 524 -1870 FAX (714) -1875

WOOD LEDGER DESIGN

1907•WOOD LEDGER ALONG LINE 6 @ OFFICE MEZZANINEENGINEER: M. CARDOSO FILENAME: 19071.601

Ledger Width

Ledger DepthFbFv

LEDGER.... Maximum Moment

Banding Stress

Maximum Shear

Shear Stress

LEDGER DATA

3. 500 in Stress Increases9. 25 in Live Load Used -

1725 psi Short Term Load - 95 psi Ledger is bolted to concrete wall

28. 1 psi

Bolt Diameter -

0. 223

Bolt Spacing -

SUMMARY

Stress Ratio - -

Stress Ratio -

OFFICE MEZZANINELEDGER DESIGNJOB NO.: 1907FILENAME: 1907LOOl

ENGINEER: M. CARDOSODate: 10115196

1. 001. 33

1. 000 in16.00 in

OL + LL

1792.0 in -# 35.9 psi

0.021

910. 9 in-#

28. 1 psi0.296

Page:

VERTICAL LOADSUniform Dead Load - 564.0 plf

Live Load - 444.0 plf

LATERAL LOAD

Horizontal Shear - 679.0 plf

DL + ST DL + LL + ST

1002. 7 in-# 1792.0 in -N20. 1 psi 35.9 psi

0.009 0.016

509. 7 in -# 910.9 in4

15. 7 psi 28. 1 psi0. 125 0. 223

BOLTS....

L * L' TC, W500

Maximum Vertical Load 1344.01/ 752.0 # 1344.0 #

Allowable Vertical Load 1515.0 N 2015.0 # 2015.0 NMaximum Horizontal 0. 0 # 905.3 # 905.3 #

Allowable Horizontal Load 2540.0 # 3378.2 N 3378.2 k

Angle of Resultant 90. 0 deg 39.7 deg 56.0 degDiagonal Component 1344.0 # 1176.9 A 1620.5 #

FINAL STRESS RATIO - 0.887 - OK- 0.445 - OK. 0. 703 • OK.

USE -" 410 DoUGLACS Fle - LAIZ'C+

NO. L * L' TC, W500 L_Et)(rEfL W/

It

AW7 7 auk eoL-CS t` I( o" 0. C.

e

V4.4C1 ( c) 1983. 96 ENERCALC J. R. MILLER & ASSOCIATES, INC., KW0602379


1" C' 5FA64 OFF(( E H Ce-2Af l a— cb l0

e Engineer _ eliC Checked By _ - _------ -__ slit. of

SUe — DIkPt tZkCrM 4QAl11SI5 ( AI— S D/ KECTl0R) E CEN7E2OG ML' ANiNE J

VLME?AL = CP WACCO. 3

10 COWC. W41L!•.

L- A-TFKAL I, OAD = O, 3 S f.S, F", ) ( 15.(' 74 + 13/ 2) = 537 pLF

I

ASSJME / G X / Z 5 6— D /9PNRgGM

I 'six LE04f2

1

O 7NK °•

FULL Hr,

Coon W

tryo H

fO2CE CEti7ER. OF D /APf:KAGN/ / NC? EASED /. 5 OY CODE

V,t,4r /. 5 ( 537 PI-F) = 60& PLF

WACC riE5

r/eY PO 8,+ YU/- D0WA) E 9 - Or0C .

FTE,vSronl (*/ O PLF) = 32Vf / b H

Fr = 3224 /6 3220 / 6 = FA«ow, N 7FN5", jfort /, 1/ Z wOOD M6mCt2

05E HD 8.4 W C3) — 7/B M• U. s rG To / 5 AND

J — - 7g" ?( A3o;l5 - -A/ 77be44 001-T C CONe, W'4u-

g' -0" O. C. ( CvEI? Sat 7vrs%)

N


Job No -- —

t Checked By . -- - -- _- -___ -- Sht. et —

e — DIAFNRA¢ M ANA WSIS COKT•)

DIAPHQA4N WAIL OCJ ;

1 ( Sab #) iIGI -

oII) INCQEASE. NAI1. I J(,- - ta _ 21 Z 4 IL SON BoTI+ SIDES

OF i) CONC. WAOL. UP - rD MO —D


5FA6- A- rE__( FICE._Mf< t4Nl ___ Job No.

a: a Engineer _ M, e • -.--.------- CheckedChecked BY _ --_- -- — Sht. K-25 it

XS164J OP LQAIl. E2 PO1:T '- pJ46IN6r

ASSVIAC 2.n WAIlE2 DuE ' tO Cau+ r1 25 NIL TS

NAI t, E(2 E oOL. T 5P/iU u(. - _ % • O •I

4-105 PLF

USE 3/ 4 Cou1 T 2s NIL g- rs .` O. 0

1


Project 5> AiGrArTE M51 *" IIJF— _ _ Job No. Ig o" 1

Date 9 —1T 9ii Engineer M . C, Checked By Sht. Cr - L of

DE,SIG -N OF P IASouR ( SItEA2wkt l : I Ar SVEQSE D EG7to0

I ExlST

CNaCV IF MAeow?ll ALOwe- CkW 12CStS7 5+4t=Are-

SHEA(?- L-6NDS ; tQ,

0CIq,

SKo'•p /

VS = C 20 P,S. F 4 a7 P. S, E 14/ 2 X 40') +( 125P5,F)("", q+

fLL? / \ J

LLi- (7gPe --r- 1, /,)( ZSL0 ")] 0,153 = 2ci1

All

333.5 K - Fr

O. 412- 1, 0'

ALLOT. -) 5NEA2 :1. 33 4 - o, 41Z 15 OP5t

tO Clytv wFU_

Ac -runt. 5tiSgR- ST2ffSS

30. 81 Psi

I. 5 vsU Cn,n - x d

F'U' '> - T-Ar -, L.

ICv• 97 Psi

0, tc, Fog to PLANE

SNEA2

USr S" cMV W/ t4l" !- 0mot CcE1NF6ttcENt N' T


Project _ SEA44VrE ME- eSAmiw _ Job No. _

Date ' 3- 17-,% Engineer M.0 , Checked By

On

Sht. rr- I of

Ct1EU!- OVE2 V2NINCs

Mir - M i2gbvo n fI. S )- 0. 85 - 76ps,>:, n 11. 5 ZZ ) r- = c

I r'F,. tluriC. SS ( 3ao PsF x 2 x 28 i _ S 104-4-

CMS wnt,tr D, IC - ra Iz SIST OVE2TU21vINLr

NO SH>= A WAI.I 2eQUIREO e NoRtTif SIDE OF 1AEWaMJ1OE4 CCAS__._1A.! COIlk - - -B Il- ?iT_SCZ YN ¢ X_ 1 --- __. - - --

EXIS' C Nt. 2- 1O";- N1C-. S1+EAOWAA-

SEE l- A- rVvCA,C- AWAL-ISIS K- I T


Project - ?-- f. fE ____— —_ -- Job No. I X01

Date 9- 1' 7-')(* Engineer H.C. Checked By Sht. (r -3 of_

DES 16- 0 Owr- MASOOPY SHSAFUJAU— : T LOr IYUA n,kL PiRecTio")

VSIPE

Cpt-

EXIST / o 7NK rou-

YE/6HT SNEAKwALt.

z

N

CHE(.k IF MASOW124 ALOwJr= CAW KEStST S}iEArt

SHEAe L6hP- \ \

US S$. o0 K i- % SP.S. F. x CIj1, 17 2 J3. 331 Or1$' l

Co0. OV- OF SHEA2ACCRo6S Chin WAL-L-

M = -\ J5 = C. b- )( JS = 730'`- FT

M

Vd d

4tioW srrFart IU = = — L . (` j' — M )

3' X 1. 33

VWrZFwF WALLY 3 2 v

1. 33• ( 4 - o. szz) ISo = Zq•° p.s..

AC- kL- Stt6A2 • rj s

S'Tae'SSacTUet_ - t X d

FIV! G ` TAt-rua6..

N. (r,

a. j 3 P. s.L

CMtn WAIL Aw Nip

CAtjwb -r CA( ZRK S11E41t

0


Dicer ` 44 T _ Q € i t< _ NLE Anur, Jon No. 19Q7 _

Date %— Zty'%L Engineer M C , Checked 3Y _ - -_ _._..__ Sht. 6-- cr

D1 =SIb OF SHEA2 QEitiJF 2cr—M o :

IEafL pE2 I''( ri = / 17. SD 3.43 K /FT

u

O. 4o C3le. l s i j2' f. l y y 4, 3 _ ¢•' 9'S K G'

USF, BALMS a J40If

4 C- . FULL _Hr_1017 OF 8 cnK

WAL. 1. ALOt-! L IuF— (D - m reE615T 14tEP 2

i


Project A- M 1 1 Job No

Date 9- 0- 5(, Engineer M, C Checked By

190- 7

Sht. (r-- 5 of

CkEC+L DdE2-ry2wr utr• '- qr''`• r

OCZt CMN KOLL

i

M — M r ( 40

0060-K 11, 10 — 0.85 Brs,F x I. r1 x Z

T -

r 23 3° c. l Tatr

y l i ocsP COWT C' ' C' • Tb, i z z L f S

O, 65) CaF50 P•s,F. - X 3 O , n ?.3 3

g. 523.33

DESIG. vJ 6F ELF- TZEINFc+fICEw ewT to RFSI

Asswnlu(r 5 KESArl- As = O, zc>%-

TEu5 6u CO nFtzES516 J;

1. Cx00RIN+- , FoOMW(%- DEAD t. oA•D.__

1 23• bSZoQ_ A1060x12. 1))- 0. 155( 78nIZJ1>< Z K.

1

A. s ( rtFC?I p) .2 k5i x 1 3

O • (0 8co i

My ( Zi — # (p 1? C0A( L AS Cgolz0 RE ImFc CC-ME- PT

z

SCf12nv)

USE C2) —# to ree pArL. EpirF_ OF MASONRY U'. All f uLL. NT

W/ 3 ' t1ES w/ 13S° SEISM t+ovK 1 O, C.

J. R. MILLER & ASSOCIATES, INC.

mi u 5-rea_ 2ATIO

SrsC-

ARCHITECTS & ENGINEERS

o. c_ A

V. 2T As -

i1SSlw2l

3 u

3020 SATURN ST., SUITE 100

Noel$ As

BREA, CA 92621714) 524.1870 FAXA714) 524.1875

Date: 09117196 Page: ( r-

MASONRY WALL DESIGN

1907 - 24' -0" MASONRY WALL ALONG LINE C BETWEEN GRIDS 5 AND 6ENGINEER: M. CARDOSO FILENAME: 1907MW01

DESIGN DATA WALL DATA

f' m - 1500 psi Clear Span Ht. - 11. 50 ft Wall Thickness (nominal) - 8.00 in

Fs - 24000 psi Parapet Height - 0. 00 ft Reber Size # 5

For calc of Em - f' m 750 Uniform Dead Load - 0. 00 plf Reber Spacing - 24.00 in

Em - Mult. & f' m - 1125000 psi Uniform Live Load - 0. 00 plf Place Reber @ Center of Walln: EsIEm - 25. 78 Uniform Load Ecc. - 0. 00 in Use Medium Weight Block

No Special Inspection Roof Load Wall Wt. Multiplier - 1. 000

Wall Must Be Solid Grouted Axial DL @ Top of Wall - 0.00 plf Reber Area - 0. 155 in2

Seismic Factor - 0. 300 Axial LL @ Top of Wall - 0.00 plf Wall Weight - 78.00 psf

Wind Load - 0. 00 psf Roof Load Equiv Solid Thickness - 7.60 in

Load Duration Factor - 1. 330 Bar Depth ' d' - 3. 75 inSUMMARY

Bending Stresses Axial fblFb +

Top of Wall: Moment Axial Steel Masonry Stress falFa

Dead + Live - 0 in -# 0.0 # 0 psi 0.0 psi 0. 0 psi 0.000 < - 1. 00 OK

Dead + Live +Wind - 0 in -# 0.0 # 0 psi 0.0 psi 0. 0 psi 0.000 <- 1. 33 OK

Dead + Live + Eq. - 0 in -# 0.0 # 0 psi 0. 0 psi 0. 0 psi 0.000 <- 1. 33 OK

Btwn. Base & Top of Wall: Dead + Live - 0 in -# 448. 5 # 0 psi 0. 0 psi 4.9 psi 0.035 < - 1. 00 OK

Dead + Live + Wind - 0 in -# 448. 5 # 0 psi 0. 0 psi 4.9 psi 0.035 <- 1. 33 OK

Dead + Live + Eq. - 4642 in -# 448. 5 # 9013 psi 181. 6 psi 4.9 psi 0.769 <- 1. 33 OK

Note! Floor LL only included w)EarthauakelWind

ALLOWABLE STRESSES -

Allow Axial - . 2' f'm'[ 1-( h1420' 31'( 0.5 if w10 Special Insp.) Allow Bending : Masonry: . 333* f' m*(. 5 if wlo insp) < - 2,000

Steel

Maximum Allowable Moment w10 Axial LoadMaximum Allowable Axial Load wlo Moment

np - 0.0888 jk:(np' + 2np) ". 5 -np - 0. 3419 21 k j

139. 61 psi247. 5 psi

24000 psi6326 in -#

12732 #

0.88606. 603

04EC- mi u 5-rea_ 2ATIO

SrsC- 94-" o. c_ A

V. 2T As -

i1SSlw2l

3 u O. C, Noel$ As

0 a -II

roZ- > LOADS & MOMENTS

Axial + Uniform O. L. Axial + Uniform L. L. Wall Weight

Ecc. D. L. Moments

Ecc. L. L. Moments

Wind Mom. @ Mid -HtSeismic Mom. @ Mid -Ht

0. 0 # @ rrdd -ht0. 0 # @ mid -ht

448.50 # @ mid -ht0.00 in•# @ top0. 00 in -# @ mid -ht0. 00 in -# @ top0. 00 in -# @ mid -ht

0. 0 in -#

4642.0 in -#

7, (, 1 n 02) = L . 0 0, 13: o Lc .

USF grr THIL, CMVA WALL. F1J L. U/ ( rCeo rTc 7

@ 24' r 0, C, VE2-(

5 C 3arr O, L, woRIe No SP><cLAt_ iuSPEGT1arJ 2E "

V4.4B2 (c) 1983. 95 ENERCALC J. R. MILLER & ASSOCIATES, INC., KW0602379


c SEAGATE OFFICE. ME- a* AW1N_ cr,

a' e -- - - -- Engineer . Che ed 3Y

E' 51( rN OF SNFAVL SYSTEM - ro Tf?ANSFFER- LAT07RAL- L. OAOS

DES( C, w) OF WAtLE2 C0L) WS(,. SUNk-

USE

SPAkC 0(r = 720 X 1. 33

17S */ f+

3/4 " C/JJNTif15VNK. L3o CS e -. Z,+ O. C. IN

L- oN(rtTuDtruAL- DjaeCCIOO S' r.4C*( zACD. 4" A$Ce

LI Nt- C.

SkFa _ Sov -+ v CMtn WALL

r

f = 65-

I4 =

a. 48 "` /FT K( 1 f = 3. 323. 33'

L LENWgF Sftf&nwM.t.

F0 2. 3 /

4t` `-rj D wF1, D CC • tD W S= C. 1t00 &- I(- 0. 0 .

u

V. 0. 40 ( 3LOiI4 /

IZ ° 0. 4410) = g • rJ I I4` r 3. 3 K /I1,' r

DEstGN of wp-t. 0

Foe s / Ic: r

LL.EW CQ Qo)

50K

6 QSx3x 1. 3---z;,

015• fo3

r

USr_ ( 2) - Z'

4 "d A . r; K 12 wct DEu - f0 V. - rrow a F

x G le FL ( A, e"— -1- o VAA rct+ v Src- r CA L_

1FIwFoRL wt rn or— L -ALL

C


r S>=AC ATC ME-Z-ZAWIUE Jrr> ia Q07

9 17-! ( a_ Engirao: - - M' C' - -- -- - recu, >C! ly - art. G_' Es of

bESI643 of FooTltalr5 ID fcESlsT O ,4E2Tv21JING- FR6M

LA-refZ*%- FOMCF U? OrJ 51{ FA11watl S'

ASSUMP 606.

NET UPLIFT ( T) = 3.3 K

RESISTINIr DL FaoN MM :aaAWIWF— S C15

Kp` $ 20, 68K [ 0- 85) = 1" 7.

71e- > 3. 3K

F6oTIN(r O. K. - t0 RESIST UPLIFT

USE NEW MI! 82• FbO-11193c. to QESIS-f %KAR.WALL WLAFT

FOOTING- iSIGN C/' to RESIST UPI. IIG(

MUST KESIS-r

A vrffQ = COLIC.

8.5 k OF UPLIFT

3,3 x 1000

1. 54+)( 1501 tF) l , n

psSu nE I pEYtif

I9. (o7+ 4

MO CLOSE 10 ENST Co NC• S44SAL WhLL FmTIOC- , WE

WILL DowEt, 1I. rro r,)1IST FOCIT O(,- . wI AFCSXY AWCi+0KS * NO

EXIST 5HEA(CWAI. L F-TG- WILL 2tiSk5' r VPLIFT hl•ow(r W/ MLry --S WEIGHT

rl

Ttzy ( 2) - 5 x321 \-

ONG. pow ELS LV/ 7 7 F- Hf>rDD

5 DowEI.S

ALL,OWACLG - MPSII.E. STgfo" T _

OF 14tLTI HIT 1-- 100 ADIIESNE

SYSTEM wl - 4 5 ppwGt_ 0404" MAX SPA6W fr

IO- q-

7K > Sr S

K °1_

VSF: 2)_' S K ? 1 LONG- D6wCLS W/ 71

2r1EwtCiEDMEN'j'

b MMZ(k VE2TICAL. 0+ 020 ftE1NFoRCEMEtiT No O. T.

e`( INSPCCTIp + Sp6C1AL 10- PEL-rlo" KCB 7 Fba- ANC06WS


o' : :, ct Si:_AGATE _ E6Z- _ 1! IE AtyLUF boo No

Date _9 7 B -9%_ Engineer ___ C Checkad 3y _ Sht 0 _ of

EQ LPMr:. Si t aNINE

COP[ 4 SPeUFtCA-no.YS

lqq+ L) WIFOam SOIL01Q('- CODE C), e• C-•)

SELSMIC- - ZOWE + Kw = ( P

WItuD VEL.00.17y ; O ( IuT1:( ztorL- Cot. OtTIoN)

Fot) NOA' TioP : Br=Aetu(. PKCSSu2E FROKL =- YtSTtu(r

MOO(? pA2le- 30SINESS CEtirrEf2 PLANS

S01 L5 ?- EPb e:r PW

BOC—WA• 1wC..

SOIL 13EA2t N(r

EQ. MEgeRNINE OOA%D LOAOtt

TltK , DIAMbk)D PLATE

CEILINL- CrYPC4ARO(`' 18 ") HEPPA- FIL -TEeS

UL,? A Hops

MISTS a I( O " O. C• MEN k MiSC.

10TAL DEAD LOAD

LIVE LOAD

J

TOTAL L- 040iwC-

4u' s PE2 LAOuTCtYrA(. L - T)

71 P.5F.:

9 .70 P.S,F.

I. O9 P. SF!

S P, S, F,

so P.s, F.

7S P. S, F

0


ct ° EPfrnTG_ Sc Uu ?. 4IE atANI I , lob No 190%- -

Engineer _ M, • -- _ _ Checked By _ - - - - -- --. -- Sht. _T- t_ of

OALCVLATF— COLVMN CAPACIT/ OF Cl ISTw(r FiDO -npl(r

VJbrZS-r CASC AL.Oa:r O /11A6so Pn? T1oNS

II

1= 0CTi N(r DIMENSIONS S —%I' K

51 - Gan I

I-

4' - rHK-

ALLOv-A* QAt-- BC- A21M(r WC -GSu2E ( C/").= aloo P.5, F.

FAUOw ` c w ( A-) alOOP.SF ( 5_S' n 5, S CO3, Sle-

Ac,-ru 4. L- Lc>,*o oN Fown &

KooP LOA-oS

Ic

fiOTAL AL + LL IN= o Fvo7wG Ci / 11 = 30. (o

A-LLow F06TINIr wILL Au-srr = 6o3.51G—

30,

etc ` 3 .2• 9

L. OAgjwCi FCt6w1 WFEW rnE au1nJGAaEA

DL + LL = (;( S + o + 1- 7)(

Ok?'-.

a"1. 3C. K 32,qV-

ExIS'f Foo-r-N(,- s ALOKJC- I fNl_ © CAN aC L) SFo rD

64PFO2-r rJ v.1 C, UtP 13J" r CXIST FOOTIU(r -S

ALOk)L, ® Cks\JWOT ( 1-E- oseu Foa. AN' t IwK.RCkSKU L. 4^ 01N(.

Lo4DIUV FxGo EQule MY 2ANIA IT ( S ALL2Ehl l CRffR/ 1r1

DrFIcG mC-- aS-ANII.+r;:- LOADS


apSeA6A-rl< MceakowG - JOn NO, I_RQ' 1. - -- -

ite ! 0 -g(— Engireer _— % C`.( -- — —. - -- Checked By _ -- ------ ____ -- Sht. of

YI = RIFY ET ISTIU COLJMQ LOAD CAPAc( TY

I

IF) WaXfO 6L,

1 Nev eQvtpMCN' r

NEW OFiFICE MEaTrgNINE-

fnE uE1,

FREE 54P)/ : ASSoHC- PIN - INO1 lA' CF_Kau" ecs renaw

P,

3 144

JA EQ

I

P3 t P4 + P5 105,

QooF:

pZ 15 ColpL r 23. 04 = 38. 4o, crP's

oFF ce MESZ ( u) ABOUT Y - ANS ABOUT Y, - A-0,

P3 Iq, 2-0pL + 11- 70L` =

36, go ` ly K

M c2a:

PS All

I x

0.2T

M - Mt 3 q, 5" T

J. R. MILLER & ASSOCIATES, INC. ARCHITECTS & ENGINEERS3020 SATURN ST., SUITE 100BREA, CA 92621714) 524 -1870 FAX:(714) 524 -1875

Date: 09127196 Page:J=ZSTEEL COLUMN DESIGN

16. 09

fa : Actual 5. 56

1907 - ANALYSIS OF EXISTING W8 X 40 COLUMN (DEAD + EO.+ FLU

21. 60

F1. 7 & F1. 81

ENGINEER: M. CARDOSO FILENAME: 1907CL05

fb: xx Actual 1. 85

Fb: yy : Allow [ Fi - 61

COLUMN DATA

21. 60

APPLIED LOADS

27. 00

AISC Section w8x40 Axial Dead Load 65.06 k " Y" Eccentricity 0.00 in

Column Height - 28. 67 ft Live Load 40.74 k " X" Eccentricity 0.00 in

Fixity @ Top Pinned Short Term 0.0 k


Unbraced Lengths... Dead - - Live - - Short - - X: Start - - X: End -

For Y -Y Buckling - 12. 50 It X -X Axis Moments: Top None. -

For X -X Buckling - 12. 50 It Bottom None --

DESIGN DATA Btwn Ends 9. 5 0.00 0. 00 k4t 16.50 ft

Fy - 36 ksi Y•Y Axis Moments Top None..

Load Duration Factor - 1. 330 Bottom None --

Live & Short Loads Don' t Combine Btwn Ends None --

Sidesway... X -X Axis : Restrained Point Loads X -X Axis 0. 0 0.00 4.59 16.50 it

Y -Y Axis : Restrained Y -Y Axis None --

Effective Length Factors... Uniform Loads X -X None --

X- X Axis - 1. 00 KY None --

Y-Y Axis - 1. 00SECTION DATA -

Depth AA

Width

Top ThicknessWeb ThicknessAreaWeightrT

IxxSxxRxx

lyySYyRYy

Pax (DL + LL)

F' ey ( DL + LL) F' ex ( DL + LL + ST)

F' ey (DL + LL + ST)

8. 25 in8.07 in

0. 560 in0. 360 in

11. 700 in2

39. 725 plf2.210 in

146.0 in435.4 in33.53 in49. 1 in412. 2 in3

2.05 in

82820 psi

AA 27853 psi110151 psi37044 psi

SUMMARY

Combined Stress Ratios... - Dead-- Live- - DL + LL - - DL + ST -

Formula 1. 6 - to - 0.431 0. 216 0.658 0. 726

Formula 1. 6 - 1b - 0.343 0. 161 0. 504 0. 636

Formula 1. 6 - 2

Actual & Allowable Stresses... Fa: Allowable 16. 09

fa : Actual 5. 56

Fb: xx : Allow [Fl- 6] 21. 60

F1. 7 & F1. 81 21. 60

fb: xx Actual 1. 85

Fb: yy : Allow [ Fi - 61 27. 0021. 60

Ft- 7 & F1. 81 27. 0021. 60

fb:yy Actual 0. 00

Max X -X Axis DeflectionMax Y -Y Axis Deflection

Intermediate Stress Calculation ValuesCm:x ( DL + LL) - 1. 00

Cm:y ( OL + LL) - 0. 60

Cm:x ( DL + LL + ST) - 1. 00

Cml:y ( DL + LL + ST) - 0. 60

12. 70 ksi

27. 00

i

35. 91 ksi

16.09 16.09 21. 40 ksi

3.48 9.04 5. 56 ksi

21. 60 21. 60 28. 73 ksi

21. 60 21. 60 28. 73 ksi0. 00 1. 85 12. 70 ksi

27. 00 27.00 35. 91 ksi

27. 00 27.00 35. 91 ksi

0. 00 0.00 0. 00 ksi

0. 946 in at 14.53 ft from column base0. 000 in at 0. 00 ft from column base

Cb: x ( DL + LL) 1. 00

Cb: y (DL + LL) 1. 75

Cb:x ( DL + LL + ST) 1. 00

Cb:y ( DL + LL + ST) 1. 75

X -% 6X16 LOADSVdl - 65A6k

Y. Y6XI6L06D5ni - dD. ldk

V4.482 (c) 1983. 95 ENERCALC J. R. MILLER & ASSOCIATES, INC., KW0602379

J. R. MILLER & ASSOCIATES, INC. ARCHITECTS & ENGINEERS3020 SATURN ST., SUITE 100BREA, CA 92621714) 524 -1870 FAXA714) 524 -1875

Date: 09127196 Page:z- tSTEEL COLUMN DESIGN

1907- ANALYSIS OF EXISTING W8 X 40 COLUMN ( DEAD + ED.+ FLL) ENGINEER: M. CARDOSO FILENAME: 1907CL06

COLUMN DATA APPLIED LOADS

AISC Section w8x40 Axial Dead Load 65.06 k " Y" Eccentricity 0. 00 in

Column Height 28. 67 it Live Load 40.74 k " X" Eccentricity 0. 00 in



Unbraced Lengths... Dead- - Live - - Short - - X:Start - X:End -

For Y -Y Buckling 12.50 ft X -X Axis Moments: Top None --

For X -X Buckling 12.50 ft Bottom None --

DESIGN DATA Btwn Ends None --

Fy 36 ksi Y•Y Axis Moments Top None --

Load Duration Factor 1. 330 Bottom None --

Live & Short Loads Don' t Combine Btwn Ends 6. 3 0.00 0.00 k -ft 6.30 it

Sidesway... X -X Axis : Restrained Point Loads X -X Axis None --

TY Axis : Restrained Y -Y Axis 0. 0 0. 00 4.59 Ic 12. 50 it


X-X Axis 1. 00 Ty None --

Y- Y Axis 1. 00SECTION DATA SUMMARY

Depth 8.25 inWidth 8.07 in Combined Stress Ratios... Dead - - Live - DL + LL - - OIL + ST -

Top Thickness 0. 560 in Formula 1. 6. 1 a 0. 570 0. 216 0. 828 1. 184

Web Thickness 0.360 in Formula 1. 6. 1 b 0. 482 0. 161 0. 598 0. 979

Area 11. 700 in2 Formula 1. 6. 2

Weight 39. 725 plf Actual & Allowable Stresses... rT 2. 210 in Fa: Allowable 16.09 16.09 16.09 21 AD ksi

Ixx 146. 0 in4 is : Actual 5. 56 3.48 9.04 5.56 ksi

Sxx 35.4 in3 Fb:xx : Allow [Fl .6] 21. 60 21. 60 21. 60 28. 73 ksi

Rxx 3. 53 in F1- 7& F1- 8I 21. 60 21. 60 21. 60 28.73 ksi

In 49. 1 in4 fb:xx Actual 0. 00 0.00 0. 00 0.00 ksi

Syy 12. 2 in3 Fb:yy : Allow [ Ft -61 21. 60 27.00 27. 00 35.91 ksi

Ryy 2. 05 in F1. 7 & F1. 8] 21. 60 27.00 27.00 35.91 ksi

fb:yy Actual 4.85 0.00 4.85 28.21 ksi

Max X -X Axis Deflection 0.000 in at 0.00 it from column baseMax TY Axis Deflection 2.355 in at 13. 76 ft from column base

Intermediate Stress Calculation ValuesF' ex (DL + LL) 82820 psi Cm:x ( DL + LL) 0. 60 Cb:x ( DL + LL) 1. 75

F' ey ( DL + LL) 27853 psi Cm:y (DL + LL) 1. 00 Cb:y ( DL + LL) 1. 00

F' ex ( DL + LL + ST) 110151 psi Cm:x ( DL + LL + ST) 0. 60 Cb: x ( DL + LL + ST) 1. 75

Pay (DL + LL + ST) 37044 psi C ( DL + LL + ST) 1. 00 Cb: y (DL + LL + ST) 1. 00

Im:y

Axt61 6xIU

Y

V

6 %IB L06D8061. 65. D61

PP n . 40,74 e y. y AXIS L06Dfi


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DL LL. =

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oiact _ SEA"- TF— _Egv1p. MEN- ZAOiAE _ Job `. c Igo?

re 9-_a5 -_%P_ Engineer. M C .._.__ Checked By ShtA -1of

pCSIGr 1 OF- [ SEAMS FR- aRUIPMEn-rr w1E CANING

F02 SEAMS RL)k) WI 1( G AI. Owb- O hNo OCII')-

SPA. 1 = 39 8 ' tR\B \ nl ° S. i5

1' telB AR.E. F = ( t7t\ Ciw)( SPN) = 2-2-5 FFZ'

LoADIW(r ;

L REDUCr1o 1 ` 0, 68 ( i-rta h ISo A467&

I_. L RED - g'- I P.L.F.

WLL ° ( Te\ s \A))( LLReD - 2%0 i?LF

wD1

W L4

a

J. R. MILLER & ASSOCIATES, INC. ARCHITECTS & ENGINEERS3020 SATURN ST., SUITE 100BREA, CA 92621714) 524.1870 FAX-(714) 524.1875

Date: 09125196 Page: / G - 7_

STEEL BEAM DESIGN

1907 - SEAGATE EQUIP. MEZZANINE ( BEAM NO. 20) ENGINEER: M. CARDOSO FILENAME: 1907BM20

BEAM DATACenter Span Length - 39. 67 It

Left Cantilever - 0. 00 ftRight Cantilever - 0. 00 it

Unbraced Length - 3. 00 ItBeam Wt. is ADDED To applied loadsLive Load Not Acting with Short TennFy - 36 ksi

Load Duration Factor - 1. 00

Beam End Fixity Pin: PinrT, y

Section

on DepthThicknesson Width

Ip Thicknessdp Area

ly in0. 350 in

6.50 in0.450 in13.00 in2

44.14 q1. 57 in

APPLIED LOADSUniform Lads

Dead LoadLive LoadDistance To StartDistance To End

0. 14 klft0. 27 klft

0.00 ft 0.00 it39.67 It 39.67 it

UMMA

USING w2lx44, Max Stress Ratio - 55. 77 %, Min Defl. Ratio - 45 8

0. 0 k - ft

0. 0

TAB

Maximums... Actual Allowable

0. 0 k - ft

Moment - 90. 1 161. 6 k -ft

0. 0 0. 0

Stress - 13.25 23.76 ksi

0. 0 0. 0

Shear - 9. 09 104. 13 k

0. 0 k - ft

9. 09

Stress - 1. 26 14.40 ksi Moments.. M+ @ CenterDeflection - - 1. 044

9. 09 3. 73

M. @ Center; fb 1 Fb : % max - 0. 558

0. 00 k

@ Leftfv I Fv : % max - 0. 087

0. 429

@ RightMin. DL Deft Ratio - 1110. 12 Shears... @Left

Min. TL Deft Ratio - 455.88

0. 000 in

@ Right

0. 000 0. 000

Deflection.. @ Center

0. 000 in

0. 000

@ Left

0. 000 0. 000 0. 000 in@ Right

3. 73 9. 09at 0. 00 It

0. 00 k

9. 09 , Reactions. @ Left

3. 73 0. 00Reactions @ Right

L =0. 14 k1f

LL - 0.27 kif

0

77o- q.

ogf= l39.67 1

Q

W 16 1 S5ON DATA

Ixx - 843.00 in4

lyy / - 20. 70 in4Sxx - 81. 61 in3

Syy ;' - 6. 37 in3

r:xx - 8.053 in

r:yy - 1. 262 in

AR SUMMARY OF LOAD COMBINATIONSDead Load + Loads Placed as follows

Placed OL LL LL + ST LL LL + ST

for Max Only @Cntr @Cntr @Cants @Cants

90.1 37.0 90. 1 0. 0 0. 0 0. 0 k - ft

0. 0 0. 0 0. 0 0. 0 0. 0 k - ft

0.0 0. 0 0. 0 0. 0 0. 0 k -ft

e 0. 0 0. 0 0. 0 0. 0 0. 0 k - ft

9. 09 3. 73 9.09 0.00 0.00 0.00 k9. 09 3. 73 9.09 0.00 0. 00 0. 00 k

4,044 0.429 1. 044 0. 429 0. 000 0. 000 in0:000 0.000 0. 000 0. 000 0. 000 0. 000 in

0.000 0. 000 0. 000 0. 000 0. 000 0. 000 in

0. 000 0. 000 0. 000 0. 000 0. 000 in

9. 09X 3. 73 9. 09 3. 73 0.00 0. 00 k

9. 09 , 3. 73 9.09 3. 73 0. 00 0. 00 k

90. 12

i

Minn. : 90.12ft -k - 19. 83 ft 000

Mm1n 0.00,%- 0.008

Ymu - 9.05 kl9a + 0.001t

Ymin - - 9. 06 M, - 39. 67 11

Dmax 0,00 In - 0. 0011

Dmin - - I. D91n • 19. 6] 11

01 F13

I I 0.0 6. 9 13. 1 19. 6 26 6 13. 1 39. 6

V4.4132 ( c) 1983.95 ENERCALC J. R. MILLER & ASSOCIATES, INC., KWO602379


Date: 10104196 Pape; A_2STEEL BEAM DESIGN


BEAM DATA STEEL SECTION DATACenter Span Length - 39. 67 it AISC Section w18x35

Left Cantilever - 0. 00 it Section Depth - 17.70 in Ixx 510.00 in4Right Cantilever - 0. 00 it Web Thickness - 0.300 in lyy 15. 30 in4

Unbraced Length - 3.00 it Section Width - 6.00 in Sxx 57. 63 in3

Beam Wt. is ADDED To applied loads Flange Thickness - 0.425 in Syy 5. 10 in3

Live Load Not Acting with Short Term Section Area - 10.30 in2 r:xx 7.037 in

Fy - 36 ksi Section Weight - 34.97 k r:yy 1. 219 in

Load Duration Factor - 1. 00 rT, y - 1. 49 in

Beam End Fixity Pin:Pin

APPLIED LOADS

Uniform LoadsDead Load - 0. 14 kiftLive Load - 0. 27 kiltDistance To Start - 0. 00 it 0.00 ftDistance To End - 39. 67 ft 39.67 ft

SUMMARY

USING wl8x35, Max Stress Ratio - 77.40 %, Min Boil. Ratio - 281. 43TABULAR SUMMARY OF LOAD COMBINATIONS

Maximums... Actual Allowable Dead Load + Loads Placed as followsMoment - 88.3 114. 1 k -ft Placed DL LL LL + ST LL LL + ST

Stress - 18.39 23. 76 ksi for Max Only @Cntr @Cntr @Cants @Cants

Shear - 8.91 76.46 kStress - 1. 68 14.40 ksi Moments.. M+ @ Center - 88.3 35. 2 88.3 0. 0 0. 0 0. 0 k4t

Deflection - - 1. 691 M- @ Center - 0.0 0. 0 0. 0 0. 0 0. 0 k4t

fb 1 Fb : % max - 0. 774 @ Left - 0.0 0. 0 0. 0 0. 0 0. 0 k -ft

fv I Fv : % max - 0. 116 @ Right - 0.0 0. 0 0. 0 0. 0 0. 0 k -ft

Min. DL Dail Ratio - 706.00 Shears... @ Left - 8. 91 3.55 8. 91 0. 00 0.00 0. 00 k

Min. TL Defl Ratio - 281. 43 @ Right - 8. 91 3.55 8. 91 0. 00 0.00 0.00 k

Deflection.. @ Center - 1. 691 0. 674 1. 691 0.674 0. 000 0.000 in

@ Left - 0. 000 0. 000 0. 000 0.000 0. 000 0.000 in

@ Right - 0. 000 0. 000 0. 000 0.000 0. 000 0. 000 in

at 0. 00 it - 0. 000 0. 000 0.000 0. 000 0. 000 in

Reactions @ Left - 8. 91 3. 55 8. 91 3. 55 0. 00 0. 00 k

Reactions @ Right - 8.91 3. 55 8. 91 3. 55 0. 00 0. 00 k

L =0.14 OfBeal

11.= 0.27 Of

88.3111 - k 119.63 fl0.00

nmin - 0. 00 n -k . 0. 00 n8.90

V...: klp.. 0. 00

vmin - - 9. 9p vlpa. s9. 6vnv

8. 90Dm. x - 0.00 In • 0.00 It

Dmin-- 1. 691n. 19.83ft0. 00

1.69

39. 67 n l F i H ii

O. 0 6. S 13. 1 19. 6 26. 4 33. 1 39. 6

V4.4132 ( c) 1983. 95 ENERCALC J. R. MILLER & ASSOCIATES, INC., KW0602379


ct Job No

o Engineer Ci. acxed By

DES14* 3 OF aeAH FbrL- CEQUIP w Ez2tFn i E:

Fog 13F -APA 2UfQWIW.- AL -OWC- O 4 O

Sht 3 of

Un i u

5PAO 3qI-

S _ M(6 W = ( aI I ' 7Xt

MG AaFAv = ( - MIS w)( 5PAQ)

LL 2ev - S7, &S P• 5- F

W C- mle W LL Roo } = 43 S ? t, F

C 81

Lim..

Wll

Lj 11, 313 ai - a2 • Ii3 _ ; z+ Ptrs= I

3, n

0


Date: 09125196 Page: 14 - 4STEEL BEAM DESIGN


BEAM DATA STEEL SECTION DATA

Center Span Length - 39. 67 ft AISC Section w24x62

Left Cantilever - 0.00 ft Section Depth - 23. 74 in Ixx - 1550.00 in4

Right Cantilever - 0.00 ft Web Thickness - 0.430 in lyy - 34. 50 in4

Unbraced Length - 3.00 ft Section Width - 7. 04 in Sxx - 130.58 in3

Beam Wt. is ADDED To applied loads Flange Thickness - 0.590 in Syy - 9.80 in3

Live Load Not Acting with Short Term Section Area - 18. 20 in2 r: xx - 9. 228 in

Fy - 36 ksi Section Weight - 61. 79 N r: yy - 1. 377 in



APPLIED LOADS

Uniform LoadsDead Load - 0. 29 klft 0.25 klft

Live Load - 0. 43 klft

Distance To Start - 0.00 It 0. 00 ft 13.84 ItDistance To End - 39.67 It 39. 67 It 36.67 It

SUMMARY


Maximums... Actual Allowable Dead Load + Loads Placed as followsMoment - 191. 1 258. 6 k -ft Placed OL LL LL + ST LL LL + ST

Stress - 17. 56 23. 76 ksi for Max Only @Cntr @Cntr @Cants @Cants

Shear - 19. 19 147.00 k

Stress - 1. 88 14.40 ksi Moments.. M+ @ Center - 191. 1 105.6 191. 1 0. 0 0.0 0. 0 k4t

Deflection - . 1. 195 M- @ Center - . 0.0 - 0.0 0. 0 0.0 0. 0 k -ft

fb I Fb : % max - 0. 739 @ Left - 0.0 0.0 0. 0 0.0 0. 0 k -ft

fv I Fv : % max - 0. 131 @ Right - 0. 0 0.0 0. 0 0.0 0. 0 k -ft

Min. OL Defl Ratio - 726.01 Shears... @ Left - 17. 64 9. 02 17. 64 0. 00 0.00 0. 00 k

Min. TL Deft Ratio - 398.40 @ Right - 19. 19 10. 56 19. 19 0. 00 0.00 0. 00 k

Deflection.. @ Center - - 1. 195 . 0.656 - 1. 195 - 0. 656 0. 000 0.000 in

@ Left - 0.000 0.000 0. 000 0. 000 0. 000 0.000 in

@ Right - 0.000 0.000 0. 000 0. 000 0. 000 0.000 in

at 0. 00 ft - 0.000 0. 000 0. 000 0. 000 0.000 in

Reactions @ Left - 17.64 9. 02 17. 64 9.02 0.00 0. 00 k

Reactions @ Right - 19. 19 10. 56 19. 19 10. 56 0.00 0.00 k

DL- 0.28 kl1' 10'

LL- 0. 43 klf '

L• 0. 24 k1 nm. x- 191. oero-k lzo.mn _ o.00onmin - -9.0o r, - k . a9. fia ry

C1) 69

61 Ym. k - 1. fi9 Y1p119.90 f1

Ymin- - 19.19 k1p. 139.6i 1tY

19. 19

omen - - Lw In. re.99 r10. 00

19. 19

II9

39. 67 1O. O 6. 5 IS. I 19! 26. 0 ll.I 59.6

V4.482 (c) 1983 -95 ENERCALC J. R. MILLER 81 ASSOCIATES, INC., KW0602379

Pct

Engineer


JCb VO

Checked By __- _ Sht A cif

Dr-sk&* j of 56AM-1 R)f EQUIP

2 (?,C —AW fLUNln vc A-. oN(r CO OI II

I1 q

PA+,t = 3-11


Date: 09125196 Page: A - STEEL BEAM DESIGN


BEAM DATA STEEL SECTION DATACenter Span Length 39.67 ft AISC Section w24x55

Loft Cantilever 0.00 ft Section Depth - 23.57 in Ixx 1350. 00 in4

Right Cantilever 0.00 It Web Thickness - 0. 395 in lyy 29. 10 in4

Unbraced Length 3.00 ft Section Width - 7. 01 in Sxx 114.55 in3

Beam Wt. is ADDED To applied loads Flange Thickness - 0. 505 in Syy 8. 31 in3

Live Load Not Acting with Short Term Section Area - 16.20 in2 r:xx 9. 129 in

Fy 36 ksi Section Weight - 55.00 d r:yy 1. 340 in

Load Duration Factor 1. 00 rT, y - 1. 68 in


APPLIED LOADS

Uniform Loads

Dead Load - 0.23 klft 0. 25 klft

Live Load 0. 38 kiltDistance To Start 0.00 It 0.00 ft 13. 84 ft

Distance To End 39.67 It 39. 67 It 36.67 ftSUMMARY

USING w24x55, Max Stress Ratio - 74. 21 %, Min Dell. Ratio - 394.37TABULAR SUMMARY OF LOAD COMBINATIONS

Maximums... Actual Allowable Dead Load + Loads Placed as follows

Moment - 168.3 226.8 k -ft Placed OL LL LL + ST LL LL + ST

Stress - 17. 63 23.76 ksi for Max Only @Cntr @Cntr @Cants @Cants

Shear - 16.89 134.07 kStress - 1. 81 14.40 ksi Moments.. M+ @ Center - 168. 3 93. 1 168.3 0.0 0.0 0. 0 k -ft

Deflection - • 1. 207 M. @ Center - 0. 0 0. 0 010 0.0 0. 0 k -ft

fb I Fb : % max - 0. 742 @ Left - 0. 0 0. 0 0.0 0. 0 0. 0 k -ft

fv I Fv : % max - 0. 126 @ Right - 0. 0 0. 0 0.0 0.0 0. 0 k -ft

Min. DL Dell Ratio - 719.02 Shears... @ Left - 15.35 7.75 15. 35 0.00 0. 00 0. 00 k

Min. TL Dell Ratio - 394.37 @ Right - 16.89 9.30 16. 89 0.00 0. 00 0. 00 k

Deflection.. @ Center - 1. 207 0. 662 1. 207 0. 662 0. 000 0.000 in

@ Left 0. 000 0. 000 0. 000 0. 000 0. 000 0.000 in

@ Right - 0. 000 0. 000 0. 000 0. 000 0. 000 0.000 in

at 0. 00 ft - 0. 000 0. 000 0. 000 0. 000 0. 000 in

Reactions @ Left - 15.35 7. 75 15. 35 7. 75 0. 00 0. 00 k

Reactions @flight - 16.89 9.30 16. 89 9. 30 0. 00 0. 00 k

I III Jill I DL - 0.23 kIflIjI 11111111

LL =0.38 klf

i..

K

i5. 35

39.67

N

166sz

nm. a - 16ea2r1 - k 0 2046 11 o.00AdmkLnmm - - o.00 mk • 39. 6 it

Vm4% - 15. 34 kips • 0. 00 it

Ymin - - 16. 09 k11. - 39. 6] II

0m. x. O. o01n 10.0011

ml. - - 1. 20 In 1199911

I - Bq K

15. 39

16. 89

0. 00

1. 20

100 6S 13. 1 19. 264 3T9,6


e


Jcc No.

ata -- - - -- -, -.- - Engineer - -- - - - - -- -- Checked By sht. .. f -

I71. S1&* J of BERN Fv2 EcgUcP, ML5SaANf1.+E.

Foe BEhM reviomwc- ALLON( r CO A OI If

Loll tl I — SPaN = _$ - re 15 tj + 77, \\ 9, q

1

1n2I13 AIZEX _ - ' 569 4+ Z

LOAOIN16i1 LL 2EOV(,rj6n) ° 0, 0S( - mt5..,. —150 )

LL

U—) ( tmirb Ii)(; L- 5 P.S,r") c 2 3- 1 PLF

Li" - ( mi[S vi) C LL - acc-o) 383PLF-

C BI

i

i4

3 2t

Lit22. 248 PLF


Date: 09125196 Page: Q - STEEL BEAM DESIGN

1907- SEAGATE EQUIP. MEZZANINE ( BEAM NO. 23) ENGINEER: M. CARDOSO FILENAME: 1907BM23


Center Span Length - 39.67 ft AISC Section w24x55

Left Cantilever - 0. 00 ft Section Depth - 23. 57 in Ixx - 1350.00 in4

Right Cantilever - 0. 00 it Web Thickness - 0. 395 in lyy - 29.10 in4

Unbraced Length - 3.00 It Section Width - 7. 01 in Sxx - 114.55 in3

Beam Wt. is ADDED To applied loads Flange Thickness - 0.505 in Syy - 8. 31 in3

Live Load Not Acting with Short Term Section Area - 16.20 in2 r: xx - 9. 129 in

Fy - 36 ksi Section Weight - 55.00 # r: yy - 1. 340 in



APPLIED LOADS

Uniform Loads

Dead Load - 0. 23 kilt 0.25 kilt

Live Load - 0.38 WitDistance To Start - 0.00 it 0.00 ft 3.00 it

Distance To End - 39. 67 it 39. 67 it 25.83 itSUMMARY

USING w24x55, Max Stress Ratio - 74.21 %, Min Dell. Ratio - 394.37TABULAR SUMMARY OF LOAD COMBINATIONS

Maximums... Actual Allowable Dead Load + Loads Placed as followsMornent - 168.3 226.8 k -ft Placed DL LL LL + ST LL LL + ST


Shear - 16.89 134.07 kStress - 1. 81 14.40 ksi Moments.. M+ @ Center - 168.3 93. 1 168.3 0. 0 0. 0 0.0 k -ft

Deflection - • 1. 207 M- @ Center - 0. 0 0.0 0. 0 0. 0 0.0 k -ft

fb I Fb : % max - 0. 742 @ Left - 0. 0 0. 0 0. 0 0. 0 0.0 k -ft

fv I Fv : % max - 0. 126 @ Right - 0. 0 0. 0 0.0 0. 0 0. 0 k -ft

Min. OL Dell Ratio - 719. 02 Shears... @ Left - 16.89 9. 30 16. 89 0.00 0.00 0. 00 k

Min. TL Oaf[ Ratio - 394.37 @ Right - 15.35 7. 75 15. 35 0.00 0.00 0. 00 k

Deflection.. @ Center - - 1. 207 - 0. 662 - 1. 207 . 0. 662 0. 000 0. 000 in

@ Left - 0. 000 0. 000 0.000 0. 000 0. 000 0.000 in

@ Right - 0. 000 0. 000 0.000 0. 000 0. 000 0.000 in

at 0. 00 it - 0. 000 0.000 0. 000 0. 000 0.000 in

Reactions @ Left - 16. 89 9. 30 16. 89 9. 30 0.00 0. 00 k

Reactions @ Right - 15. 35 7. 75 15. 35 7. 75 0.00 0. 00 k

1fi6.] z

DL - 0.23 klf

LL - 0. 38 klf

0.24 klf

Ois 19, 20 ft onoDL

nmin- 0. 9on- k- 000n

6j16. 89

OVm.x - 16. 69 kips + 0.00 f1

Vmin-- 163< klp.+] 9. 6911V

531om. x - o. 00m ro.00n

Omin-- 1. 301n 119.61110. 00 \'

skkskk/ I( o 8q 15.: 5.

39

39. 67O. O 6. T I1. 1 19. 8 2fi. 9 ]]. 1 39. 6

V4.482 le) 1983 -95 ENERCALC J. R. MILLER & ASSOCIATES, INC., KW0602379


Job No' - - - - --

ate Engineer KC Checked BY __. - — Sht. /4- of

Fog (. C-* H5 tCUuwiutr Alan+(. OC M..n OSPAU s -

girl 'r1eIC', w

IT? a AQEA- = (- mtz w)( Srwo) = dt!)8 P.s. 1p.

LOAniuG -: LL eEOucTroN O. OeP TM1a. A -' 150)

LL me, . 38.4$ P.s. F,

Wpm Ctrti5 w)(. 259.S. P-) = 27, PLF

W LL = ( 1V,%G w) ( LLeto) ` 4ra S PL F

1


Date: 09125196 Pape: h h7STEEL BEAM DESIGN

Stress - 1. 84 14. 40 ksi Moments- M+ @ Center

1907 - SEAGATE EQUIP. MEZZANINE fBEAM NO. 24)

0. 0 0. 0M- @ Center

ENGINEER: M. CARDOSO FILENAME: 1907BM24

0. 722 0. 0@ Left

BEAM DATA

0. 127

STEEL SECTION DATA

@ Right


@ LeftMin. TL Defl Ratio -

Left Cantilever - 0.00 ft Section Depth 23. 74 in Ixx 1550.00 in4

Right Cantilever - 0. 00 ft Web Thickness 0.430 in lyy 34.50 in4

Unbraced Length - 3. 00 It Section Width 7. 04 in Sxx 130.58 in3

Beam Wt. is ADDED To applied loads Flange Thickness 0. 590 in Syy 9. 80 in3

Live Load Not Acting with Short Term Section Area 18. 20 in2 r:xx 9. 228 in

Fy - 36 ksi Section Weight 61. 79 ll r:yy 1. 377 in

Load Duration Factor - 1. 00 rT, y 1. 71 in

0. 000 0. 000 in


10. 30 18. 73 10. 30 0. 00 0. 00 k

17. 19

APPLIED LOADS

17. 19 8. 76 0. 00 0. 00 k

Uniform Loads

Dead Load - 0. 28 klft 0. 25 klft

Live Load - 0.43 kilt

Distance To Start - 0. 00 It 0. 00 ft 3. 00 ItDistance To End - 39. 67 ft 39.67 ft 25. 83 It

SUMMARY

USING w24x62, Max Stress Ratio - 72. 16 %, Min Defl. Ratio - 408. 14TABULAR SUMMARY OF LOAD COMBINATIONS


Moment - 186.6 258.6 k -ft Placed DL LL LL + ST LL LL + ST

Stress - 17. 14 23.76 ksi for Max Only @Cntr @Cntr @Cents @Cants

Shear - 18. 73 147.00 k186. 6 0. 0Stress - 1. 84 14. 40 ksi Moments- M+ @ Center

Deflection - - 1. 166 0. 0 0. 0M- @ Centerfb I Fb : % max - 0. 722 0. 0@ Leftfv I Fv : % max - 0. 127 @ RightMin. DL Dell Ratio - 744.30 Shears... @ Left

Min. TL Defl Ratio - 408. 14

18. 73

@ Right

0. 00 0. 00 k

Deflection.. @ Center17. 19 0. 00 0. 00

@ Left1. 166 0. 640 1. 166

@ Right

0. 000 0. 000 in

at 0.00 ft

0. 000 0. 000

Reactions @ Left

0. 000 0. 000

Reactions @ Right

DL =0.27 kl

LL =0. 42 kif

186.6 103. 1 186. 6 0. 0 0.0 0.0 k -ft

0. 0 0. 0 0.0 0.0 0. 0 k -ft

0. 0 0. 0 0.0 0.0 0. 0 k -ft

0. 0 0. 0 0. 0 0.0 0. 0 k -ft

18. 73 10.30 18. 73 0.00 0. 00 0. 00 k

17. 19 8. 76 17. 19 0. 00 0. 00 0.00 k

1. 166 0. 640 1. 166 0. 640 0. 000 0. 000 in

0. 000 0. 000 0. 000 0. 000 0.000 0. 000 in

0. 000 0. 000 0. 000 0. 000 0. 000 0. 000 in

0. 000 0. 000 0.000 0. 000 0. 000 in

18. 73 10. 30 18. 73 10. 30 0. 00 0. 00 k

17. 19 8. 76 17. 19 8. 76 0. 00 0. 00 k

186.66

Hmu - 186.56f\ - k - 19.20 it 0.00nmin - 0.00 n -k w o. 00 it

Vm. x - 16] 3 kl9V a 0.00 "

V. I. - - 17.16 kip.- 39. 6711

0m. x - 0. 00 In • 0.00 it

In-- 1161.- 1.6', 1

i' fo ° V7 J q la

39. 67

Io.i3

V

17. 18

0.00

116

0. 0 6. 5 13. 1 19. 6 26. 0 S1. 1 39. 6

V4AB2 (c) 1983.95 ENERCALC J. R. MILLER & ASSOCIATES, INC., KW0602379


Job No

Engineer MX ._ _ Checked By ._ Sht. of

DESICrN or= SOP.- PuC(A t+ S e- EQUIP NCaZANItiF-

SP4W = 11 - 7 - recta W 3 ioil

aI5 A2ek = ( SPNO x 1( zle w) = 34.'74+ 41

L'A') DL ( 71P.IS VO 2' 5 P.5, F.) - 75 PLF

LJ L,- = 6 ra%a. W ) Cao F, S, r.) = & 0 PLf=

DLt LL

ILS5

J- R. MlLLER & ASSOCIATES, INC. ARCHITECTS & ENGINEERS3020 SATURN ST., SUITE 100BREA, CA 92621714)524 -1870 FAX:(714)524 -1875

Date: 10104196 Pape: A - 12

STEEL BEAM DESIGN


BEAM DATACenter Span Length - 11. 58 ftLeft Cantilever - 0.00 ftRight Cantilever - 0.00 ft

Unbraced Length - 11. 58 It

Beam Wt. is ADDED To applied loadsLive Load Not Acting with Short TermFy - 36 ksi

Load Duration Factor - 1. 00


AISC SectionSection DepthWeb ThicknessSection WidthFlange Thickness

Section AreaSection Weight

rT, y

STEEL SECTION DATAC5x9

0. 08 klft

5. 00 in Ixx 8. 90 in40. 325 in lyy

1. 88 in Sxx 3. 56 in30.320 in Syy 0.45 in3

2.64 in2 r:xx 1. 836 in

8.96 p r: yy 0. 489 in0.48 in

0.00 It

APPLIED LOADS

Unfform Loads

Dead Load 0. 08 klft

Live Load 0.06 klftDistance To Start 0.00 ft 0.00 It

Distance To End 11. 58 ft 11. 58 ftSUMMARY

USING c5x9, Max Stress Ratio - 78.08%, Min Oaf]. Ratio - 615.77TABULAR SUMMARY OF LOAD COMBINATIONS


Moment - 2.4 3. 1 k -ft Placed DL LL LL + ST LL LL + ST


Shear - 0.83 23.40 k

Stress - 0. 51 14.40 ksi Moments- M+ @ Center - 2.4 1. 4 2.4 0. 0 0.0 0.0 k -ft

Deflection - - 0.226 M- @ Center - 0.0 0. 0 0. 0 0.0 0.0 k -ft

fb I Fb : % max - 0. 781 @ Left - 0.0 0. 0 0. 0 0.0 0.0 k -ft

fv I Fv : % max - 0. 036 @ Right - 0.0 0.0 0. 0 0. 0 0.0 k -ft

Min. OL Defl Ratio - 1055.80 Shears... @ Left - 0.83 0.49 0. 83 0.00 0. 00 0.00 k

Min. TL Oaf[ Ratio - 615. 77 @ Right - 0. 83 0.49 0. 83 0.00 0. 00 0.00 k

Deflection.. @ Center - 0. 226 0. 132 0. 226 0. 132 0.000 0.000 in

@ Left - 0. 000 0.000 0.000 0. 000 0.000 0.000 in

@ Right - 0.000 0.000 0.000 0. 000 0.000 0. 000 in

at 0. 00 ft - 0.000 0.000 0. 000 0. 000 0. 000 in

Reactions @ Left - 0.83 0. 49 0. 83 0.49 0. 00 0. 00 k

Reactions @ Right - 0. 83 0. 49 0. 83 0. 49 0. 00 0. 00 k



1 c, N

e — _ Engineer - -• c . — Checked By - - - - -- _ - -- Sht. i -t3 of

DESIG41 OF C 5EG-rfajj PUILC -InJ Utuo& L f}l/L GOn/ olyoAnW6-

UAJ17's

5P40 =

111- 7 I KID vJ 4 -0

11t13 AREA ° ( 5PkN ) c 11C( 5 kREF.) - - f(,. 38 -R' z

MTA L L6 A D 01J A2CA-

n

4-0

LAAD1u(.

UNiT L,6A05

DL = ( 11, 313*( zz. 83 n 11,

5Sr)) - +2.79P.5F.

L) bL ( a5. 0 PS' F, ) C41 -0" )

vL+ w

11. 58f

too FLF

BO PLF

J: R. MILLER & ASSOCIATES, INC. ARCHITECTS & ENGINEERS3020 SATURN ST., SUITE 100BREA, CA 92621714)524.1870 FAX:(714)524.1875

Date: 10104196 Page:

STEEL BEAM DESIGN



Center Span Length - 11. 58 ft AISC Section c6x8.2

Left Cantilever - 0.00 ft Section Depth - 6.00 in Ixx 13.10 in4

Right Cantilever - 0.00 ft Web Thickness - 0. 200 in lyyUnbraced Length - 11. 58 ft Section Width - 1. 92 in Sxx 4.37 in3

Beam Wt. is ADDED To applied loads Flange Thickness - 0.343 in Syy 0.49 in3

Live Load Not Acting with Short Term Section Area - 2.40 in2 r: xx 2. 336 in

Fy - 36 ksi Section Weight - 8. 15 # r: yy 0. 537 in



APPLIED LOADSUniform Loads

Dead Load - 0. 10 klft

Live Load - 0.08 klft

Distance To Start - 0.00 ft 0.00 It

Distance To End - 11. 58 f 11. 58 ItSUMMARY

USING c6x8. 2, Max Stress Ratio 91. 44 Defl. Ratio - 693. 51TABULAR SUMMARY OF LOAD COMBINATIONS

Maximums... Actual Allows le Dead Load + Loads Placed as follows

Moment - 3. 2 3.4 k -ft Placed OL LL LL + ST LL LL + ST


Shear - 1. 09 17. 28 k

0.91 14.40 ksi Moments.. M+ @ Center - 3.2 1. 8 3.2 0.0 0. 0 0. 0 k -ftStress

Deflection - . 0. 200 M- @ Center - 0.0 0.0 0. 0 0. 0 0. 0 k -ft

fb I Fb : % max - 0.914 @ Left - 0. 0 0.0 0.0 0.0 0.0 k -ft "

fv I Fv : % max - 0. 063 @ Right - 0. 0 0.0 0. 0 0.0 0.0 k -ft

Min. DL Defl Ratio - 1206. 51 Shears... @ Left - 1. 09 0.63 1. 09 0.00 0. 00 0. 00 It

Min. TL Defl Ratio - 693. 51 @ Right - 1. 09 0.63 1. 09 0.00 0. 00 0. 00 k


@ Left - 0. 000 0. 000 0.000 0. 000 0.000 0.000 in

@ Right - 0. 000 0. 000 0. 000 0.000 0.000 0.000 in

at 0. 00 ft - 0. 000 0. 000 0.000 0.000 0. 000 in

Reactions @ Left - 1. 09 0. 63 1. 09 0.63 0. 00 0.00 k


V4.4B2 (c) 1983.95 ENERCALC J. R. MILLER & ASSOCIATES, INC., KWO602379


7cAG-A7E ? 4 UtP,-__MC ?'$ WIWS

q – 15- 1W Engineer _ M.0 . Checked By — -- _ -.. __— --- Sht. A_ of

DESI64J OF BERMS 4LC,Q BI

TP, Pa Q¢ Ps P, P7 Pa P,

i

W071 :a

1 ,

10 11. 561 S, q2 G.n

71b.8i.

71

11,

58114• s%

yF: oo 2414' I 30. 93

L

LoAyikr

a9

WDL (

41- 0%_ )( 2G =

DL

P2i

160 PLF

p3 = x,30

P4 = T-75

1, 5` 1 = IG. agK

7

P.7 = 9, 3v

Pz = 1. I S

P 8 • ? (p

a9

WDL (

41- 0%_ )( 2G = 50FLF

W = (

41- o1/ZL ( Sa) = 160 PLF

LL TeT1t L

63, G23

1, 5` 1 = IG. agK

7

7. 59

7. Sci

TGO s 15. 351`

0,43 = I' 1, 1a 1

z; ,

J. R. MILLER & ASSOCIATES, INC. ARCHITECTS & ENGINEERS3020 SATURN ST., SUITE 100BREA, CA 92621714) 524 -1870 FAX:(714) 524-1875

Date: 09125196 Pape: Aft

STEEL BEAM DESIGN



Center Span Length - 10. 50 It AISC Section w1 Ox12

Left Cantilever - 0. 00 ft Section Depth - 9. 87 in Ixx 53.80 in4

Right Cantilever - 0. 00 ft Web Thickness - 0. 190 in lyy 2. 18 in4

Unbraced Length - 3.00 It Section Width - 3. 96 in Sxx 10.90 in3


Live Load Not Acting with Short Term Section Area - 3. 54 in2 r:xx 3.898 in

Fy - 36 ksi Section Weight - 12. 02 k r:yy 0. 785 in



APPLIED LOADSConcentrated Loads

Dead Load - 9.09 k

Distance To Load - 0.00 ftUniform Loads

Dead Load - 0.05 klft


Distance To Start - 0.00 It 0.00 ft

Distance To End - 10. 50 It 10.50 ftSUMMARY

USING w1 Ox12, Max Stress Ratio - 10.34 %, Min Dell. Ratio - 4436.65TABULAR SUMMARY OF LOAD COMBINATIONS

Maximums... Actual Allowable Dead Load + Loads Placed as followsMoment - 2. 2 21. 6 k -ft Placed DL LL LL + ST LL LL + ST

Stress - 2.46 23.76 ksi for Max Only @Cntr @Cntr @Cants @Cants

Shear - 0. 85 27.00 kStress - 0. 45 14.40 ksi Moments.. M+ @ Center - 2. 2 0. 9 2. 2 0. 0 0. 0 0. 0 k -ft

Deflection - - 0. 028 M. @ Center - 0. 0 0.0 0. 0 0. 0 0.0 k4t

fb I Fb : % max - 0. 103 @ Left - 0. 0 0.0 0. 0 0. 0 0.0 k4t

fv I Fv : % max - 0. 031 @ Right - 0. 0 0.0 0. 0 0. 0 0.0 k -ft

Min. DL Defl Ratio - 11590.31 Shears... @ Left - 0.85 0.33 0. 85 0. 00 0. 00 0. 00 k

Min. TL Defl Ratio - 4436.65 @ Right - 0.85 0.33 0. 85 0. 00 0. 00 0. 00 k

Deflection.. @ Center - 0. 028 0.011 0. 028 0.011 0.000 0.000 in

@ Left - 0. 000 0.000 0. 000 0.000 0. 000 0.000 in

@ Right - 0. 000 0. 000 0. 000 0.000 0. 000 0.000 in

at 0. 00 ft - 0. 000 0. 000 0.000 0. 000 0.000 in

Reactions @ Left - 0. 85 0.33 0. 85 0.33 0. 00 0. 00 k


Y

NJ0

DL =9.05k1f I III 11111111111111

LL =0.10 k1f

q. 09 K + 0, 95K = 9.° 14 It

l 10. 50

10

Hm. n - 2. 23( 1 - k . 5. 25 ! t

nmin. - 0.00 n -.. 10. 50 n

rm. x - OAS k14.. 0. 00 "

11010 - - 0, 05 ktk.. I0A0 n

D.... 0. 001 n . 0.00 , t

0min - - 0 02 tn. 5 25 it

4

c.85K+ 81. 8Kr 36. 4

V4.4B2 (c) 1983 -95 ENERCALC J. R. MILLER & ASSOCIATES, INC., KW0602379


Date: 09125196 Pape: H - 1STEEL BEAM DESIGN




Left Cantilever - 0.00 ft Section Depth - 20.66 in Ixx to 843.00 in4

Right Cantilever - 0.00 It Web Thickness - 0. 350 in lyy - 20. 70 in4

Unbraced Length - 3.00 It Section Width - 6. 50 in Sxx - 81. 61 in3

Beam Wt. is ADDED To applied loads Flange Thickness - 0. 450 in Syy - 6.37 in3

Live Load Not Acting with Short Term Section Area - 13.00 in2 r: xx - 8.053 in

Fy - 36 ksi Section Weight - 44. 14 A r: yy - 1. 262 in



APPLIED LOADS

Concentrated Loads

Dead Load - 10.56 k 9. 30 k 7. 75 kLive Load - 8.63 k 7. 59 It 7. 60 kDistance To Load - 1. 00 ft 12. 58 It 19. 58 ft

Uniform Loads

Dead Load - 0.05 klftLive Load - 0. 10 Wt

Distance To Start - 0.00 it 0. 00 ft

Distance To End - 24.00 it 24.00 ftSUMMARY

USING w21x44, Max Stress Ratio - 98.84 %, Min Oefl. Ratio - 467.36TABULAR SUMMARY OF LOAD COMBINATIONS


Moment - 159.7 161. 6 k-ft Placed DL LL LL + ST LL LL + ST


Shear - 31. 58 104. 13 kStress - 4.37 14.40 ksi Moments.. M+ @ Center - 159.7 85A 159.7 0. 0 0.0 0. 0 k -ft

Deflection - - 0.616 M- @ Center - 0. 0 0. 0 0. 0 0. 0 0.0 k -ft

fb I Fb : % max - 0. 988 @ Left - 0. 0 0.0 0. 0 0. 0 0.0 k -ft

fv I Fv : % max - 0.303 @ Right - 0.0 0.0 0. 0 0. 0 0. 0 k -ft

Min. OL Deft Ratio - 878. 59 Shears... @ Left - 31. 58 17. 10 31. 58 0. 00 0.00 0.00 k

Min. TL Defl Ratio - 467.36 @ Right - 24. 51 12. 77 24.51 0.00 0.00 0.00 k

Deflection.. @ Center - - 0.616 - 0. 328 - 0.616 - 0.328 0. 000 0.000 in

@ Left - 0.000 0. 000 0.000 0.000 0.000 0.000 in

@ Right - 0.000 0. 000 0.000 0.000 0.000 0.000 in

at 0. 00 It - 0. 000 0.000 0.000 0. 000 0.000 in

Reactions @ Left - 31. 58 17.10 31. 58 17. 10 0. 00 0. 00 k

Reactions @ Right 1. 24.51 12.77 24. 51 12: 77 0. 00 0. 00 k

DL =0. 05 kl1s9. 9D

LL =0.10 klf

S nm. x- 189. 7011- xsasvn ODDnmm - 0.0011- k D. 0011

1180Y

Y y Y AtNy

Ci p M N r

m PP rr` .. In s9 k19 .- 0. 0011

Y11 N 1 1

Vmin- - 24.50 k1pa - 24.00 f1V

GJ DJ DJ

Dm. x- 0.001n 0.00( 1 '2950

D. I. - - 0. 61 to • 1238 110. 00

r r lee.-3 1 2. 1 J (I Ic3158x+ o. as

7olt53K - 4-5 9-7

0.61

24.00 T I I - 0. 0 !. 9 l.9 J. 16. 0 20. 0 240

V4.4B2 (c) 1983 -95 ENERCALC J. R. MILLER & ASSOCIATES, INC., KWO602379

J. R. MILLER & ASSOCIATES, INC. ARCHITECTS & ENGINEERS3020 SATURN ST., SUITE 100BREA, CA 92621714) 524.1870 FAX:(714) 524 -1875

Date: 09125196 Page:

STEEL BEAM DESIGN

1907 - SEAGATE EQUIP. MEZZANINE (BEAM NO. 27) ENGINEER: M. CARDOSO FILENAME: 1907BM27


Left Cantilever - 0.00 ft Section Depth - 20.66 in Ixx 843. 00 in4

Right Cantilever - 0.00 ft Web Thickness - 0. 350 in lyy 20. 70 in4

Unbraced Length - 3.00 ft Section Width - 6.50 in Sxx 81. 61 in3



Fy - 36 ksi Section Weight - 44.14 fl r:yy 1. 262 in




Dead Load - _ 7. 75 k 9. 30 k

Live Load - 7. 60 k 7. 59 kDistance To Load - 6. 17 ft 13. 17 it

Uniform Loads



Distance To Start - 0. 00 ft 0. 00 itDistance To End - 24.00 ft 24.00 it

SUMMARY

USING w2lx44, Max Stress Ratio - 97. 10 %, Min Defl. Ratio - 465. 72TABULAR SUMMARY OF LOAD COMBINATIONS


Moment - 156. 9 161. 6 k -ft Placed DL LL LL + ST LL LL + ST


Shear - 21. 36 104. 13 kStress - 2. 95 14.40 ksi Moments.. M+ @ Center - 156.9 83. 5 156.9 0.0 0. 0 0. 0 k -ft

Deflection - - 0. 618 M- @ Center - 0. 0 0.0 0. 0 0. 0 0. 0 k -ft

fb I Fb : % max - 0.971 @ Left - 0. 0 0. 0 0.0 0.0 0. 0 k -ft

fv I Fv : % max - 0. 205 @ Right - 0. 0 0. 0 0.0 0. 0 0. 0 k -ft

Min. DL Doff Ratio - 882.04 Shears... @ Left - 21. 36 11. 06 21. 36 0. 00 0. 00 0. 00 k

Min. TL Dell Ratio - 465.72 @ Right - 15.54 8. 23 15.54 0. 00 0. 00 0. 00 k

Deflection.. @ Center - 0. 618 0. 327 0. 618 0. 327 0. 000 0.000 in

@ Left - 0. 000 0. 000 0. 000 0. 000 0. 000 0.000 in

@ Right - 0. 000 0. 000 0. 000 0. 000 0.000 0.000 in

at 0.00 ft - 0. 000 0.000 0. 000 0.000 0. 000 in

Reactions @ Left - 21. 36 11. 08 21. 36 11. 08 0. 00 0.00 k

Reactions @ Right T 15. 54 8. 23 15.54 8. 23 0. 00 0.00 k

DL= 0.051:1I 5689

LL =0. 10 Of

Mmax- 156. D911- k 13. 161t 000Mmin - O. 00 R- k10.0011

j 131 35

Y Y Y Y

r o m virr Q' r Vmnk - 21. as klon 10o0f

Vmin-- 15. 5 < k1011V

DJ OJ

D, nu- 0,001n10.00f1 "1559

7. +t 11. 31, r =

l 24.00

DTI.. - O. fil In 11. 8011 O. OD

IS. S + c4'. 5.

g4Kt i$1` 10

0. 61

1E

lI0. 0 3A ){ 9

121.0

161.0 20. 0 2a.0

V4.4132 ( c) 1983 -95 ENERCALC J. R. MILLER & ASSOCIATES, INC., KW0602379

J. R. MILLER & ASSOCIATES, INC. ARCHITECTS & ENGINEERS3020 SATURN ST., SUITE 100BREA, CA 92621714) 524 -1870 FAX:1714) 524.1875

Date: 09125196 Page: h -? STEEL BEAM DESIGN

1907- SEAGATE EQUIP. MEZZANINE (BEAM NO. 28) ENGINEER: M. CARDOSO FILENAME: 1907BM28



Left Cantilever - 0.00 It Section Depth - 23.57 in Ixx - 1350.00 in4

Right Cantilever - 0.00 It Web Thickness - 0. 395 in lyy - 29. 10 in4

Unbraced Length - 3.00 It Section Width - 7. 01 in Sxx - 114. 55 in3

Beam Wt. is ADDED To applied loads Flange Thickness - 0. 505 in Syy - 8. 31 in3

Live Load Not Acting with Short Term Section Area - 16.20 in2 r: xx - 9. 129 in

Fy - 36 ksi Section Weight - 55.00 # r: yy - 1. 340 in



APPLIED LOADSConcentrated loads

Dead Load - 9.30 k 7. 75 k 8. 76 k

Live Load - 7. 59 k 7. 60 k 8.43 kDistance To Load - 1. 75 ft 8. 75 It 20. 33 ft

Uniform Loads

Dead Load - 0. 05 Wit

Live Load - 0. 10 klftDistance To Start - 0. 00 ft 0. 00 ft

Distance To End - 30. 83 it 30.83 ftSUMMARY

USING w24x55, Max Stress Ratio - 86. 96 %, Min Defl. Ratio - 411. 93TABULAR SUMMARY OF LOAD COMBINATIONS


Moment - 197. 2 226. 8 k -ft Placed OL LL LL + ST LL LL + ST


Shear - 35.94 134.07 kStress - 3.86 14.40 ksi Moments.. M+ @ Center - 197. 2 100. 8 197. 2 0. 0 0. 0 0. 0 k -ft

Deflection - - 0. 898 M. @ Center - - 0. 0 . 0. 0 0. 0 0. 0 0. 0 k -ft

fb I Fb : % max - 0. 870 @ Left - 0. 0 0. 0 0. 0 0. 0 0. 0 k -ft

fv I Fv : % max - 0. 268 @ Right - 0. 0 0. 0 0. 0 0. 0 0. 0 k -ft

Min. OL Defl Ratio - 804.89 Shears... @ Left - 35.94 18.92 35.94 0.00 0. 00 0.00 k

Min. TL Defl Ratio - 411. 93 @ Right - 19.81 10. 12 19. 81 0.00 0. 00 0.00 k

Deflection.. @ Center - . 0. 898 • 0. 460 - 0. 898 . 0.460 0.000 0. 000 in

@ Left - 0. 000 0. 000 0.000 0.000 0. 000 0. 000 in

@ Right - 0. 000 0. 000 0.000 0.000 0. 000 0. 000 in

at 0.00 ft - 0. 000 0.000 0. 000 0. 000 0. 000 in

Reactions @ Left - 35. 94 18. 92 35.94 18. 92 0. 00 0. 00 k

Reactions @ Right 19. 81 10. 12 19.81 10,12 0. 00 0. 00 k

DL = 0. 05 kIfjjjjjjjjjjjjEEE= 191. 29

LL =0. 10 klf

li197. 2+ 1'- k . 00le.0an

34.93

Y Y Y Y Y Y

M N r d r V

mr rr as1 1 II 1 1 1 V. ax - 35.93 k1p. • o.00 n

CJ GJ CJ Vmin. - 19.81 k1p> I iO. B3 ftV

Om. t - OOO Inl0.0011 -1981

OmI. - - 0. 09 In O IS i9I10.00

3; 99 r + IS 541C = j0. 4t` IG. t: IK + 41f3 r ? tl(e' K

a.e9

30. 63 fo:o s. o lo.z Ise x9. 3 : :.] so. o

V4.4132 (c) 1983. 95 ENERCALC J. R. MILLER & ASSOCIATES, INC., KWO602379


EE46-ATG _ E4v P.- - -MC- hNIwe- ; CO No --

D vo 9 - 24- 1__ _ Engineer KC . -- -- C,ICCKed BY _ _ _ Sht. A-4o of

PrStIr- 3 OF- P,E,4MS ALaOV CO

to

891 - or" - to L. L

u

P, P,. P,

3o I 3z

2t

L6AD111( r'. W DL = So PLF

LJLL =

3a

Ii

DL-

1'

Tarn L.

1, 5

10. 51

I- 7. c 4

IL5817, 751`

S. M G. 1711

lo.

i3117

1O. S' i41

724-

7• 1SI` 7` o1c -

891 - or" - to L. LZK CDC 4 LL)

ALtVL

L6AD111( r'. W DL = So PLF

LJLL = 1001 1F

DL- LL Tarn L.

I- 7. c 4

pz = 7, 751` 7. ioo K 15 Z5 K

P3 = q. 3o i< 7, 59

PS = 7• 1SI` 7` o1c - 15•.51c

Q` = 7. 75K 7, bol` = 15. 35K

Pi = q,- 2, 7, S9 r-

ps = o, 3oK 8,43 = X8. 73


Date: 09126196 Pape:

STEEL BEAM DESIGN




Left Cantilever - 0. 00 N Section Depth - 9.87 in Ixx - 53.80 in4

Right Cantilever - 0. 00 ft Web Thickness - 0. 190 in lyy - 2. 18 in4

Unbraced Length - 3. 00 It Section Width - 3.96 in Sxx - 10. 90 in3

Beam Wt. is ADDED To applied loads Flange Thickness - 0. 210 in Syy - 1. 10 in3

Live Load Not Acting with Short Term Section Area - 3.54 in2 r: xx - 3.898 in

Fy - 36 ksi Section Weight - 12.02 k r:yy - 0.785 in

Load Duration Factor - 1. 00 rT, y - 0.96 in



Dead Load - 9. 09 kDistance To Load - 0. 00 it

Uniform Loads

Dead Load - 0. 05 kiltLive Load - 0. 10 kiltDistance To Start - 0. 00 ft 0. 00 ftDistance To End - 10. 50 ft 10. 50 it

SUMMARY

USING wiOx12, Max Stress Ratio - 10.34 %, Min Defl. Ratio - 4438.65TABULAR SUMMARY OF LOAD COMBINATIONS




Shear - 0.85 27.00 k

Stress - 0.45 14.40 ksi Moments.. M+ @ Center - 2. 2 0. 9 - 2. 2 0. 0 0. 0 DA k -ft

Deflection - - 0.028 M- @ Center - - 0. 0 - 0. 0 0. 0 0. 0 0.0 k -ft



Min. DL Defl Ratio - 11590.31 Shears... @ Left - 0. 85 0. 33 0.85 0. 00 0. 00 0.00 k

Min. TL Defl Ratio - 4436.65 @ Right - 0. 85 0. 33 0.85 0. 00 0. 00 0.00 it

Deflection.. @ Center - - 0. 028 - 0. 011 - 0. 028 - 0.011 0.000 0. 000 in

@ Left - 0. 000 0. 000 0. 000 0.000 0.000 0. 000 in

@ Right - 0.000 0.000 0. 000 0.000 0.000 0. 000 in

at 0.00 it - 0. 000 0. 000 0. 000 0.000 0. 000 in

Reactions @ Left - 0.85 0. 33 0.85 0.33 0. 00 0.00 k


Jill 11111111111 DL =0. 05 klfllllllllllllllllllIlljllllllllllllI 1111023

LL =0. 10 klf

z. ZDn - k • 5.25 n

IO nmm-- 0. u9n- k- io.son -0.00

o.es

Y

Vmex- 0. 95klye1

II vmm - - a. es kb >. 9Ms. nv

J

09mmemx -- 0as

0.00 in. u.uu

0 02000

9, g4K - 30. 5 - t

I 10. 50 ? OfFkE MEi Cult. - 0.0z

I - I - IOG O i' 0. 0 > 7 3A sz i.o e.> 10. 5

V4.4B2 (c) 1983 -95 ENERCALC

JJ O

J. R. MILLER & ASSOCIATES, INC., KW0602379

J. R. MILLER & ASSOCIATES, INC. ARCHITECTS & ENGINEERS3020 SATURN ST., SUITE 100BREA, CA 92621 - 714) 524 -1870 FAX:(714) 524 -1875

Date: 09126196 Pape:

STEEL BEAM DESIGN


BEAM DATA STEEL SECTION DATACenter Span Length - 24.00 It AISC Section w2lx44

Left Cantilever - 0.00 It Section Depth - 20. 66 in Ixx 843.00 in4Right Cantilever - 0.00 It Web Thickness - 0. 350 in lyy 20.70 in4Unbraced Length - 3.00 It Section Width - 6. 50 in Sxx 81. 61 in3

Beam Wt. is ADDED To applied loads Flange Thickness - 0.450 in Syy 6.37 in3

Live Load Not Acting with Short Term Section Area - 13. 00 in2 r:xx 8. 053 in

Fy - 36 ksi Section Weight - 44.14 # r:yy 1. 262 inLoad Duration Factor - 1. 00 rT, y - 1. 57 in



Dead Load - 9. 02 k 7. 75 k 9. 30 k

Live Load - 6. 62 k 7.60 k 7.59 itDistance To Load - 1. 00 ft 12.58 ft 19.58 ft

Uniform Loads



Distance To Start - 0.00 ft 0.00 ItDistance To End - 24.00 ft 24.00 it

SUMMARY

USING w2lx44, Max Stress Ratio - 94.88 %, Min Defl. Ratio - 481. 79TABULAR SUMMARY OF LOAD COMBINATIONS


Moment - 153.3 161. 6 k -ft Placed DL LL LL + ST LL LL + STStress - 22. 54 23. 76 ksi for Max Only @Cntr @Cntr @Cants @Cants

Shear - 29. 65 104. 13 k

Stress - 4.10 14.40 ksi Moments.. M+ @ Center - 153.3 79.0 153.3 0. 0 0. 0 0. 0 k -ft

Deflection - - 0. 598 M- @ Center - 0. 0 0. 0 0. 0 0. 0 0.0 k -ft

fb I Fb : % max - 0.949 @ Left - 0. 0 0.0 0. 0 0. 0 0.0 k -ft

fv I Fv : % max - 0.285 @ Right - 0. 0 0.0 0. 0 0. 0 0.0 k -ft

Min. DL Defl Ratio - 931. 17 Shears... @ Left - 29. 65 15. 17 29. 65 0. 00 0. 00 0.00 k

Min. TL Defl Ratio - 481. 79 @ Right - 24.89 13. 16 24.89 0. 00 0. 00 0.00 k

Deflection.. @ Center - 0.598 0.309 0. 598 0. 309 0. 000 0. 000 in

@ Left - 0.000 0.000 0. 000 0. 000 0. 000 0. 000 in

@ Right - 0.000 0.000 0. 000 0. 000 0. 000 0. 000 in

at 0. 00 It - 0.000 0. 000 0. 000 0. 000 0. 000 in

Reactions @ Left - 29. 65 15. 17 29. 65 15. 17 0. 00 0.00 k

Reactions @ Right r 24.89 13. 16 24.89 13: 16 0. 00 0.00 k

DL = 0.05 kif33 31

LL- 0. 10 klf

oMmxx • 153.31/ 1 - k 112.5) fl

M. I. 0A011o.00

29.64

Y Y Y y Y Y

om rm MM

PDJ iP Pr vmaz- 29.64 UIPS m o. 00 r1

JJ JJ JJ0. 1n -- 24.69 ki,. 124.0011

r

O J O J D J

24.59Dm4x - 0.001in m 0. 00 f1

Dmin-- 0591ns1236 r1000

30. 51` 1

rOFF;

R.-

oi+ LL

ntzzo i059

u +off

24.0000 l.0 J. O 12. 0 Iu. O 2D. 0 24.0

V4.4B2 (c) 1983 -95 ENERCALC J. R. MILLER & ASSOCIATES, INC., KWO602379


Date: 09127196 Pape-4STEEL BEAM DESIGN

1907- SEAGATE EQUIPMENT MEZZANINE ( BEAM NO. 48) ENGINEER: M. CARDOSO FILENAME: 1907BM48


Left Cantilever - 0.00 It Section Depth - 23.74 in Ixx 1550. 00 in4

Right Cantilever - 0.00 ft Web Thickness - 0.430 in lyy 34. 50 in4

Unbraced Length - 7. 58 It Section Width - 7.04 in Sxx 130. 58 in3

Beam Wt. is ADDED To applied loads Flange Thickness - 0. 590 in Syy 9.80 in3


Fy - 36 ksi Section Weight - 61. 79 # r:yy 1. 377 in



APPLIED LOADS

Concentrated loads

Dead Load - 9. 64 k 9.64 k 9. 64 k 9. 64 kDistance To Load - 7. 00 It 14.58 It 21. 58 It 28. 75 It

Uniform Leeds

Dead Load - 0. 04 klftLive Load - 0.08 klft

Distance To Start - 0. 00 It 0. 00 ft

Distance To End - 33. 75 It 33.75 ftSUMMARY

USING w24x62, Max Stress Ratio - 91. 06 %, Min Defl. Ratio - 417.67TABULAR SUMMARY OF LOAD COMBINATIONS

Maximums... Actual Allowable Dead Load + Loads Placed as followsMoment - 214.0 235.0 k -ft Placed DL LL LL + ST LL LL + ST


Shear - 23.48 147.00 k

Stress - 2.30 14.40 ksi Moments.. M+ @ Center - 214.0 203. 5 214.0 0.0 0. 0 0. 0 k -ft

Deflection - . 0. 970 M- @ Center - 0. 0 0. 0 0. 0 0.0 0. 0 k -ft

fb I Fb : % max - 0. 911 @ Left - 0. 0 0. 0 0. 0 0.0 0.0 k -ft

fv I Fv : % max - 0. 160 @ Right - 0. 0 0.0 0. 0 0. 0 0. 0 k -ft

Min. OL Defl Ratio - 439.76 Shears... @ Left - 20.96 19. 70 20.96 0.00 0. 00 0.00 k

Min. TL Defl Ratio - 417.67 @ Right - 23.48 22. 22 23.48 0.00 0. 00 0.00 k

Deflection.. @ Center - 0. 970 0. 921 0. 970 0. 921 0.000 0. 000 in

@ Left - 0. 000 0. 000 0. 000 0. 000 0.000 0. 000 in

@ Right - 0. 000 0. 000 0. 000 0. 000 0.000 0.000 in

at 0.00 ft - 0. 000 0.000 0. 000 0.000 0. 000 in

Reactions @ Left - 20.96 19. 70 20.96 19.70 0. 00 0.00 k

Reactions @ Right - 23.48 22. 22 23.48 22.22 0. 00 0.00 k

v +Dz

DL = 0. 03 klf

LL- 0. 07 klf

nmex . 21<. 0zf1 - k • w.se n Ad& mmin. - 0.00 ft- k • 55. 15 f, "

0.00

2019.

Y Y Y Y

Vm. x. z0.9e eip.. DOO ft

nr u r r . - 3S

V

23,49Dmxx. 0.001n 10.00 fl

Dml,,. - 0 961n f 16. 81 f10.00

0 96

33. 75 0'0 sIs u.z i5 e zis zez ss1

V4.4B2 (c) 1983.95 ENERCALC J. R. MILLER & ASSOCIATES, INC., KWO602379


r. iec=. SEA" TC " VIP. Mff-a%4Nf1.1G JobN 1901

1 e 10- 1 —' 1(0 Engineer ___ .M. C. > heGKOdSY _ _ Sht. of

4&+ 3 of- CONNCGTIO+ S

i C ( a 7v 11/ TRy ( 2) - V?. 4 3 2 S - N BOLTS

F•V = C 2)( 0- H, 3k'T41 ksi = pj. AK > 1. 35 K 0,/ c,

CL3 " W

43P5- Al H.5, 80LT5

K,/ ( z)- 518Nq A995- Al DOLTS

Fv _ / 2. 9 K > v-81-"

VSE L2) - 516 " . 4 3-; s -,Q 14. 6. BoLT$

ti

Q - 0 v) TnY 3) - 3 9 Y , 432!5- V BaC7S

t14

Fv. Y( Alxs,) = 27. 83 v- >

use C3) - 3/4 A gzS- N N, S. eores

37. l I I` > 35, g4

I3 ++ A3i5- N 14, 5, P77

O+K

o, IG-

rarL 0 21OVk.

j` > 31. 58 0' 0' ' r-

f6N

s. C4) - 3/ a A ' 51. 5 - Q 14. S, 13OUIC S

VSO ttitw ( 2) - 3 /

4v¢ A3a5 -14 14. S, a0t.X5

0

Ig41' LF

if

my 1/ 2` 4 N+' Lrl IC, R. a @ 3r," o. C. w 2' q Erlawoml - err

r 1 2 30 # > I boo O

V auow > I S 40

U5r- Y4 ", p Wlt. TI ICWIIL GoLrs ? L @ 3(." O, C, W/

2YI" rAjo. EMC3EOrAr- T

DESI& J OF F( thME CoNUEC. T1oQ 90 £ ylsT Sir WkLt-

I

VDL+ I L =

7. 37

N w I , oo"

ITzY (( p) " PILTI ICW11C Uour5 IL W 3%/

ZrEwtl3EOD

Taw = CL) acoin = 1- 4 > I K o IC-

4u•,, >

Dl: SIGIJ OF wELD

37

L •4 Leo

W>` LD CREy D. q3 X 3

UOLTS 1- o W,* M - Try

Fv = (- t ( o. 3oGe)(/ 0 le5,•) = / . q, ' I7 > 7. 37" 0,/ C.

J. R. Miller & Assac Inc.

ae; 3EkGA' 1_ Qu1P. NIE s1N NG _ " Co No' l9o-7

a, e to - 1 - 9, Engineer MIC rh,ecx: ae sy _ sr,..V 2 or

0ES16-0 OF LSD&-Ea- Opp c rL. MoLTS EyIS7 WALL

tTZIL', A2EA 5 a - 2. SG /

Ig41' LF

if

my 1/ 2` 4 N+' Lrl IC, R. a @ 3r," o. C. w 2' q Erlawoml - err

r 1 2 30 # > I boo O

V auow > I S 40

U5r- Y4 ", p Wlt. TI ICWIIL GoLrs ? L @ 3(." O, C, W/

2YI" rAjo. EMC3EOrAr- T

DESI& J OF F( thME CoNUEC. T1oQ 90 £ ylsT Sir WkLt-

I

VDL+ I L =

7. 37

N w I , oo"

ITzY (( p) " PILTI ICW11C Uour5 IL W 3%/

ZrEwtl3EOD

Taw = CL) acoin = 1- 4 > I K o IC-

4u•,, >

Dl: SIGIJ OF wELD

37

L •4 Leo

W>` LD CREy D. q3 X 3

UOLTS 1- o W,* M - Try

Fv = (- t ( o. 3oGe)(/ 0 le5,•) = / . q, ' I7 > 7. 37" 0,/ C.

rr ie t

Date


Job No.

Engineer ---- ._..- - --.__ Checked By _._----- ._. --- Sht. V' 3 or

u% C(o) — t/ tn `/

wL.-n 1,. wllc Bokars - r- W 3111" MiQ

amsecime rr It- o coNc4zer= CE) tiu-r—UP pAoEL

COWK1ECTta U to 5G 13OVrCO / weL'owo w (- t)- A 3a7 50,`TT f3at.Ts ' qwO 3//, a WRi v ,

0


Project SE4&*TF— ME -Z-ZAtJINC Job M-,

Engineer __.__ ----- --_ - -- Checked By _ Sht. P cf

l A' f hL .A NALg51!5 Ufa ISgQITo.

V4Gen! i" INF_

1. ATEOAL- (. GAD JN' C'o COLUMN

I,

Wcl?o + LL

cEJ

WvIP

Ini DL? LL ` a 5 P. S, F t 3o P• S. F. Z ' FO q0 + t, 33.15 x 3x03,

1, b3/2l „ J

WDL +LL SSQ•S, F, ;; 4$ 2$.}Z) =

a.G5. 54k

W' rVTaL = 3aCoK

V T&TAL = 0 181

13 CoL uenw s, wiu_ OE USEo - to TMOttiSFErt LRTfcICAL

L.6A0 ' To R.00F ( 4 Arm F_r4S ?INo-) i

K

V E4u} COLUMN 13 10 FACrk GoLUMa1

J. R. MILLER & ASSOCIATES, INC. ARCHITECTS & ENGINEERS3020 SATURN STREET, SUITE 100BREA, CA 92821714) 524 -1870 FAX (714) -1875

SEAGATE EQUIP. MEZZANINE

Date: 10114196 page:'

STEEL COLUMN DESIGN

1907 - ANALYSIS OF COLUMN ( DEAD + ED.+ FLL) ENGINEER: M. CARDOSO FILENAME: 1907CL07

COLUMN DATA APPLIED LOADS

AISC Section ts6x8x112 Axial Dead Load 43. 90 k ' Y" Eccentricity - 0.00 in

Colunm Height 28. 67 It Live load 39. 69 it " X" Eccentricity - 0.00 in



Unbraced Lengths... Dead- - Live - - Short - - X: Start - - X: End -

For Y -Y Buckling 12. 50 ft X -X Axis Moments: Top None --

For X -X Buckling 12. 50 ft Bottom None..

DESIGN DATA Btwn Ends None --

Fy 46 ksi Y -Y Axis Moments Top None --

Load Duration Factor 1. 330 Bottom None. -

Live & Short Loads Don' t Combine Btwn Ends Nona --

Sidesway... X -X Axis : Restrained Point Loads X -X Axis None --

Y-Y Axis : Restrained Y -Y Axis 0. 0 0.00 4. 59 k - 16.50 ft


X-X Axis 1. 00 Y -Y None --

TY Axis 1. 00SECTION DATA SUMMARY

Depth 6.00 in

Width 6.00 in Combined Stress Ratios... Dead - - Live - - DL + LL - - DL + ST -

Top Thickness 0. 500 in Formula 1. 6. 1a 0. 211 0. 190 0.401 0.785

Web Thickness 0. 500 in Formula 1. 6 - 1b 0. 153 0. 138 0. 291 0.680

Area 1OA00 in2 Formula 1. 6 - 2

Weight 35.311 plf Actual & Allowable Stresses... rT 0.000 in Fa: Allowable 20.05 20. 05 20.05 26. 67 ksi

Ixx 50. 5 in4 Is : Actual 4.22 3.82 8.04 4.22 ksi

Sxx 16. 8 in3 Fb:xx : Allow [Ft -61 30.36 30. 36 30.36 40.38 ksi

Rxx 2. 20 in F1 - 7 & F1. 81 30.36 30. 36 30.36 40. 38 ksi

lyy 50. 5 in4 fb: xx Actual 0.00 0.00 0.00 0. 00 ksi

Syy 16. 8 in3 Fb:yy: Allow JF1. 61 30. 36 30.36 30.36 40.38 ksi

Ryy 2.20 in Fl- 7 & Fi -81 30. 36 30.36 30.36 40.38 ksi

fb:yy Actual 0. 00 0. 00 0. 00 22. 83 ksi

Max X -X Axis Deflection 0. 000 in at 0. 00 ft from column baseMax Y -Y Axis Deflection 2.579 in at 14.91 ft from column base

Intermediate Stress Calculation Values

F' ex ( DL + LL) 32228 psi Cm:x ( OL + LL) 0. 60 Cb:x (DL + LL) - 1. 75

Fey (DL + LL) 32228 psi Cm:y (DL + LL) 0. 60 Cb:y ( DL + LL) - 1. 75

F' ex (DL + LL + ST) 42863 psi Cm:x ( DL + LL + ST) 0. 60 Cb:x ( DL + LL + ST) - 1. 75

Fey (DL + LL + ST) 42863 psi Cm:y (DL + LL + ST) 1. 00 Cb:y ( DL + LL + ST) - 1. 00v

A. W Axl" 1 1

0/3o \ J ((TICAL_ F6(ZCt_-

I

TTZANSFErC' G - tD Col-vhn a

rI

p.

iY

p! I• N9OtY. YAXISLOADSM- " Ab6LOAD9

p11. 39.69k

V4.4C1 ( c) 1983. 96 ENERCALC J. R. MILLER & ASSOCIATES, INC., KW0602379

J.R. Miller &

Allow. Soil Bearing Press.(q Ale...)

Concrete Strength, Footing (f'c)

Concrete Strength, Slab (f'c)

2.10KSF

2.50KSI

2.SOKSI

Inc.


Ftg. Reinforcement ( fy): 60.OKSI

1: Alu aglsla r! f 1I:3RftkYdfQ:I:36fyL7c \I• iIl

TRY: W Ft. L Ft D Ft.

5.50 9.50 3.00

A Provided= W x L = 52.3 SF

Ftg. Wt. =W x L x D x 0.15pcf = 23.5 Kips

q ultlmate = l •6(Vmu / Ap. 1ded ) = Check for Two-Way Shear:

2.31 Ksf

Vu= 1. 5xVmm = 113 Kips

bo= 4[(2xd/2) + W Bese Pete) = 162.0 In.

oVc= of 4: f'c bo d ) = 895Kips

Check for One -Way Shear:

470 S. F. No Uplift ( OK)

Vu= q ummete x B x Lo = 22 Kips

oVc= of 2 f'c bw d ) = 182 Kips

Check for Fiexure(Fta, Reinf. Design):

Ftg. Canti. L seam = 4.42 Ft.

Base PI. Dlm(bxn): 1 8.00 In. I 8.001n.

Ftg. d = 32.501n. 0=0.85

RM =- - •.

Required One -Way Shear ( OK1

Ftg. Bm.b = 12. 0 In. F= bdz /12000 = 1. 06

min.= 200/ fy = 0.003

Kn (min.)= 172 Mu lMe.l = FxKnIMi,I= 181 Ft -KMu =q UK. x ( LBm.) 2 /2 = 22Ft -K/ Ft ¶ Raq'd= Mull mk/ Mu Min) = 0.00041 0 =0.9

Deslgn = 0.000552 A seer Req' d =¶ b d= 0.22 InA2

TRY: ( 1) - # 5, Q 12 "O. C. A see, = . 31 InA2 > Required Area ( OKl

Check for Uplift:

Thickness of Slab = 4.00 In.

Trib. Bay Width 123. 00 Ft. Design Uplift= 1. 5( Uplift) = O. OKips

Net Uplift =Dsn. Uplift- Ftg.Wt.= 23.5Kips No UDII/ f (OK)

Area Slab Req' d= Uplift/Slab Wt= 470 S. F. No Uplift ( OK)

Slab Trib. Avail: 2( Bay Size /4)= 11. 50 Ft. Area Slab P, ov = 2( Slab Trib)2 = 264.5 Ft.

j =0.875

USE: I 5.50' x 9.50' x 3.0' Thk Ft . wlth # 5s@ 12 "O.C. Ea. Way In Bottom

J. R. Miller & Associates, Inc. Project: SEAGATE EQUIPMENT MEZZANINE Job No: 1907Date: 9/20/96 Engineer: MC Chk'd By: SHEET: F -2

Description: FOR EQUIP. MEZZANINE FOOTINGS ALONG B/ 9.5Assumptions:

Allow. Soil Bearing Press.(q Alb,,,.)

Concrete Strength, Footing ( f' c)

Concrete Strength, Slab ( f' c) EOKSF Slab Reinforcement(fy) : 60.OKSI

OKSI Ftg. Reinforcement ( fy): 60.OKSIOKSI

TRY: W Ft. L Ft. D Ft.

q ummete = l . 6( Vm. / Ap. 1d d ) = Check

Base PI. Dim(bxn): I 9.001n. 9.00 In.

for Two- Way Shear:

Vu= 1. 5xvMsx =

2.50 2.50 3.00

oVc= s( 4 f' c bo d ) = 917Kips

A Rmvided- = W x L = 6.3 SF

Ftg.Wt: W x L x D x 0.15pcf = 2.8 Kips

q ummete = l . 6( Vm. / Ap. 1d d ) = Check

2. 54 Ksf

for Two- Way Shear:

Vu= 1. 5xvMsx = 15 Kips

bo= 4[(2xd/2) + W Bess pit.] = 166.0 In.

oVc= s( 4 f' c bo d ) = 917Kips


O. OKips

Vu= q urdmere x B x Lo = 12 Kips

eVc= e( 2:f'c bw d ) = 83 Kips

Check for Flexure(Ftg. Reinf. Designl: Ftg. Cantl. L Beem = 0.88 Ft.

Min.= 200/fy = 0.003

Ftg. d = 32.50 In. a =0.85

PZ j.

e, , _

Ftg. Bm.b =12.0 In. F= bd2/12000 = 1. 06

Kn pin.)= 172 Mu (Min.) = FxKn(min)= 181 Ft -K

Mu =q uic x ( LBm.) 2/ 2 = 1 Ft -K/ Ft ¶ Rsq'd = IVIA MWMu Min) = 0.00002 0 =0.9 j =0.875

Design = 2.39E -05 A steal Req'd =¶ b d= 0.01 InA2

TRY: ( 1) - # 4' s @ 12 "O.C. I A steel= . 20 InA2 >> R guired Area ( OK)

Check for Uplift:


Trib. Bay Width 112. 00 Ft. Design Uplift= 1. 5(Uplift) = O. OKips

Net Uplift =Dsn. Uplift- Ftg. Wt.= 2.8Kips No WWI! (OK)

Area Slab Req'd= Uplift/Slab Wt= 56 S. F. No U /p lit (OI()

Slab Trib. Avail: 2(Bay Size /4)= 6. 00 Ft. Area Slab p,..= 2(Slab Trib)2 = 72.0 Ft. ft & Slab O.K.To Resist Design U

USE: I 2.50' x 2.50' x 3.0' Thk F11 . with # 4' s@ 12 "O.C. Ea. Willy In Bottom

J. R. Miller & Associates, Inc. Project: SEAGATE EQUIPMENT MEZZANINE Job No: 1907

Date: 9/20/96 Engineer: MC Chk'd By: SHEET: F -3

Description: FOR EQUIP. MEZZANINE FOOTIN ALONG B/ 10 (FTG. ADDITION) Assumptions:

Allow. Soil Bearing Press.(q A11m)



2.10KSF

81. 0 SF


2.50KSi I Fig. Reinforcement ( fy): 60.OKSI2.50KSI

Vu= 1. 5xVMe =

TRY: W Ft. L Ft. D Ft. Base PI. Dim(bxn): I 8.001n. I 8.00 In. 9.00 9.00 3.00

APrOldad = WxL = 81. 0 SF

Ftg.Wt: W x L x D x 0. 15pcf = 36.5 Kips

q urYnere= 1. 6( VMez / APrwided) = 1. 40 Ksf

Check for Two-Way Shear:

Vu= 1. 5xVMe = 106 Kips

bo= 4I(2xd /2) + Ws.. P,atej = 162.0 In.

eVc= of 41f'c bo d ) = Check for One Shear:

895Kips

Way

Vu= q ultimate x B z Lo = 18 Kips

eVc= of 2:f'c bw d ) = 298 Kips

Check for Flexure(Ftg. Reinf, Design):

Ftg. Cantl. L Beam = 4. 17 Ft.

Mh = 200/fy = 0.003

Fig. d = 32.50 In.

1. •

e =0.85

Mr-T 17 7.1,P 4L7I -JZ-FI lr1vX41

Ftg. Bm.b = 12.0 In. F= bd2 /12000 = 1. 06

Kn ( Mti.)= 172 Mu mn.> = FxKniMhi= 181 Ft -KMu =q un. x ( 1-

1302 /2 = 12Ft -K/ Ft ¶ Req'd= Mu(T Mm/ Mu Min) = 0.00022

Design = 0.000298 A stee, Req'd =¶ b d= 0.12 InA2

TRY: ( l)-# 4' A stew, = . 20 InA2 > Required Area ( OKl

Check for Uplift:



Design Uplift= 1. 5( Uplift) = O. OKips

Net Uplift =Dsn. Uplift- Ftg.Wt.= - 36.5Kips No Uplift (OKI

Area Slab ReQ•d= Uplift/Slab Wt= - 729 S. F. No Uplift (OK)

Slab Trib. Avail: 2( Bay Size /4)= 11. 50 Ft.

j =0.875

Area Slab Pro,,,= 2(Slab Trib)Z = 264.5 Ft. Etc, & Slab O.K.To Resist Design U 121k

USE: I 9,00' x 9.00' x 3.0' Thk Ft . with # 4' 80 12. O. C. Ea. Wa In Bottom

J. R. Miller &

Allow. Soil Bearing Press.(q Alim)

Concrete Strength, Footing ( f'c)

Concrete Strength, Slab ( f'c)

2.10KSF

2.50KSI

2.50KSI

Inc.

Slab Reinforcement(f„) : 60.OKSI

Ftg. Reinforcement ( fY): 60.OKSI

A Req'd = VM. / q AUM. = 21. 8 S. F.

TRY: I W Ft. L Ft. D Ft. I Base PI. Dim(bxn)c I 9.001n. I 9.001n.

5.00 1 5.00 1 3.00A Prq„ zz W x L = 25.0 SF

Ftg.Wt. =W x L x D x 0.15pcf = 11. 3 Kips

q ummere= 1 . 6(Vmu / APromed ) = 2.94 KSf

Check for Two-Way Shear: Vu= 1. 5xvmu = 69 Kips

bo= 4[(2xd/2) + W Base pit.] = 166.0 In.

eVc= of 41f'c bo d ) = 917Kips



oVc= o( 21f' c bw d ) = 166 Kips

Check for Flexure( FFta. Reinf. Design):

Ftg. Cantl. L Bear,, = 2. 13 Ft.

Ftg. d = 32.50 In. 0=0.85

i •.

e _ . •

Ftg. Bm.b =12.0 In. F= bd2 /12000 = 1. 06

min.= 200/ fy = 0.003

Kn (minj= 172 Mu (Mm.) = FxKn(min)= 181 Ft -K

Mu =q ue. x (LBm.) 2 /2 = 7Ft -K/Ft ¶ Req' d = MA Mu MU Min) = 0.00012 0 =0. 9 j =0.875

Design = 0.000163 A steel Req'd =¶ b d= 0.06 InA2

TRY: ( 1) - # 4 'a- @- 12 "O.C. 1 A steel = . 20 InA2 > Required Area ( OK)

Check for Uplift:



Design Uplift= 1. 5( Uplift) = O. OKips

Net Uplift =Dsn. Uplift- Ftg.Wt.= - 11. 3Kips No Uplift (OK)

Area Slab Raq'd= UplifUSlab Wt= - 225 S. F. No Wli t (OK)

Slab Trib. Avail. =2( Bay Size /4)= 11. 50 Ft. Area Slab Pro = 2( Slab Trib)Z = 264.5 Ft. ONYTT-YeTW-1; .. . 7 i

USE: I 5.00' x 5.00' x 3.0' Thk Fi . with # 4' 80 12 "O.C. Ea. Way In Bottom

J.R. Miller & Associates, Inc. Project: SEAGATE EQUIPMENT MEZZANINE Job No: 1907Date: 9/20/96 Engineer: MC Chk'd By: SHEET: F -5

Description: FOR EQUIP. MEZZANINE FOOTIN ALONG B/ 11 ( FTG. ADDITION) Assumptions:

Allow. Soil Bearing Press.(q AN..)


Concrete Strength, Slab (f' c)

2.10KSF

2.5OKSI

2.5OKS1


Ftg. Reinforcement ( fy): 160.OKSI

A Read = VMdq Aft.. = 43. 1 S. F.

TRY: W Ft. L Ft. D Ft. Base PI. Dim( bxn): I 8.001n. I 8.00 In. 9.00 9.00 1 3.00

A PMAded = W x L = 81. 0 SF


q ummam = l .6(VMe„ / AProddd ) = 1. 79 Ksf

Check for Two-Way Shear:

Vu= 1. 5xVMex = 136 Kips Ftg. d = 32.50 In.

bo= 4[( 2xd/2) + W aeee Pete] = 162.0 In.

oVc= of 4:f'c bo d ) = Check for One Shear:

895Kips

Way


oVc= of 2:f'c bw d ) = 298 Kips

Check for Flexure(Ftg. Reinf. Design):

FSifZ7L-RY![1:1

o =0.85

F7 =t7'Rffl1 tId3:17' TFfTC•]:Il

Ftg. Cantl. L Been = 4. 17 Ft. Ftg. Bm.b =12.0 In. F= bd2 /12000 = 1. 06

min.= 200/fy = 0.003

Kn IMY,. 1= 172 Mu (min.) = FxKntMy,1= 181 Ft -KMu =q vii. x ( LBm.) 2 /2 = 16Ft -K/ Ft ¶ Regd = MA Mt/ Mu Min) = 0.00029 0 =0.9

1I Design= 0.00038 A see, Req'd =¶ b d= 0.15 InA2TRY: ( 1) - # 4 's 0 12" O.C. A see, = . 20 1 nA2 > Reguired Area ( OK)

Check for UDllft:


Trib. Bay Width 123. 00 Ft. Design Uplift= 1. 5( Uplift) = O. OKips

Net Uplift =Dsn. Uplift- Ftg.Wt.= 36.5Kips No Uvllit /OK)

Area Slab R, q' d= Uplift/Slab Wt= 729 S. F. No WIMOKI

Slab Trib. Avail: 2( Bay Size /4)= 11. 50 Ft. Area Slab Pro = 2( Slab Trib)2 = 264.5 Ft.

j =0.875

u

USE: I 9.00' x 9.00' x 3.0' Thk Ft . wlth # 4' s& 12 "O.C. Ea. Way In Bottom

Allow. Soil Bearing Press.(q AM,.,) 2.tOKSF Slab Reinforcement(fy) : 60.01KSI

Concrete Strength, Footing (f'c) 2.SOKS1 Ftg. Reinforcemei 60.OKSI

Concrete Strength, Slab ( f'c) 2.50KSI

A Req'd = VMaq Aww. = 13.8 S. F.

TRY: I W Ft. L Ft. D Ft. Base PI. Dlm(bxn): 1 9.00 In. 9.00 In.

4.00 1 4.00 3.00

A prcmdey= W x L = 16.0 SF

Ftg.Wt. =W x L x D x 0. 15pcf = 7.2 Kips

q unman =l •6(Vmu / APrwided ) = 2. 89 Ksf

Check for Two -Way Shear:

Vu= 1. 5xvmu = 43 Kips

bo= 4[(2xd/2) + W aesa p,ae] = 166.0 In.

oVc= of 4:f'c bo d ) = 917Kips


0.04 InA2

Vu= q urdmate x B x Lo = 13 Kips

oVc= e( 2:f'c bw d ) = 133 Kips

Check for Flexure(Fta, Reinf, Design):

Ftg. Cantl. L Been = 1. 63 Ft.

Fig. d = 32.50 In.

Ftg. Bm.b = 12. 0 In. F= bdZ /12000 = 1. 06

min.= 200/fy = 0.003

Kn (minj= 172 Mu (min.) = FxKnlMhl= 181 Ft -KMu =q uic x ( LBm.) 2/ 2 = 4Ft -K/ Ft Raq'd = Mu(T Mt Mu Min) = 0.00007 0 =0.9 j =0.875

o• e, Br, = 9.36E -05 A sreai Req'd =¶ b d= 0.04 InA2

TRY: ( 1 ) - # 4' A sea, = . 20 I nA2 > Required Area ( OL() Check for Uplift:

Thickness of Slab = 4.0017

Trib. Bay WidthDesign Uplift= 1. 5(Uplift) = O. OKips

Net Uplift =Dsn. Uplift- Ftg. Wt.= 7.2Kips No U /p Iit (OK)

Area Slab Raq'd= Uplift/Slab Wt= 144 S. F. No Uplift /OK)

Slab Trib. Avail. =2(Bay Size /4)= 6.00 Ft. Area Slab Pro,,,= 2(Slab Trib)2 = 72.0 Ft. Fta. & Slab O.K. To Resist Design Up iR

USE: I 4.00' x 4.00' x 3.0' Thk Ft . with # 4s@ 12 "O.C. Ea. Wa in Bottom

J. R. Miller &

Allow. Soil Bearing Press.(q Allow.)

Concrete Strength, Footing ( f'c)


2.10KSF

2.50KSI

2.SOKSI

Inc.

Slab Reinforcement(fy) : 16O. OKS1Ftg. Reinforcement ( fy): 160.OKSI

A Redd = VMex/ q Allow. = 60.6 S. F.

TRY: I W Ft. L Ft. D Ft. Base PI. Olm(bxn): I 9.001n. 9.00 In.

9.00 9.00 3.00

A progdad= W x L = 81. 0 SF


q uakn s,= l. 6(Vm. / Aprwded ) = Check for Two-Way Shear:

2.51 Ksf

Vu= 1. 5xvmu = 191 Kips

bo= 4[( 2xd/2) + W Base plate] = 166.0 In.

OVc= e( 4:f' c bD d ) = Check for One Shear:

917Kips

Way

Vu= q ultimate x B x Lo = 32 Kips

OVc= e( 2 f'c bw d ) = 298 Kips

Check for Flexure( Ftg. Reinf, Design): Ftg. Cantl. L Baam = 4. 13 Ft.

Ftg. d = 32.50 In. 0 =0.85

FT r= •. 1

iT TIC•]:Q

Ftg. Bm.b =12.0 In. F= bd2 /12000 = 1. 06

min.= 200 /fy = 0.003

Kn (Mh,)= 172 Mu (min.) = FxKniMtil= 181 Ft -KMu =q uft. x (Lem.) 2 /2 = 21 Ft -K/ Ft ¶ Req' d = MA MY/ Mu Min) = 0.00039 0 =0.9 j =0.875

1 Design = 0.000525 A seal Req'd =¶ b d= 0.20 InA2TRY: ( 1) - # 5 'S rd 12 "O.C. A steel= . 31 InA2 > Required Area ( OKJ

Check for Uplift:


Trib. Bay Width 123.00 Ft. Design Uplift= 1. 5( Uplift) = O. OKips

Net Uplift =Dsn. Uplift- Ftg.Wt.= 36.5Kips No Wlift (OK)

Area Slab Redd =Uplif tSlab Wt= 729 S. F. No Ulipft (OKI

Slab Trib. Avail: 2( Bay Size /4)= 11. 50 Ft. Area Slab pro,,,= 2(Slab Trib)Z = 264.5 Ft.

USE: I 9.00' x 9.00' x 3.0' Thk Ft . with # 5' 80 12" O.C. Ea. Way In Bottom


Allow. Soil Bearing Press.(q Allm.)

Concrete Strength, Footing (f'c) Concrete Strength, Slab (f'c)

2. 10KSF

2.50KS1

2.50KS1

Slab Reinforcement(f.,) : 60.OKSI

Ftg. Reinforcement ( fy): 60.OKS1

TRY: W Ft. L Ft. D Ft. Base PI. Dim(bxn): I 8.001n. I 8.00 In. 6.50 6.50 3.00

APIWld = WxL = 42.3 SF

Ftg.Wt: W x L x D x 0. 15pcf = 19.0 Kips

q uw ats = l .6( VMax / Ap mkw ) = 3. 13 Ksf

Check for Two -Way Shear:

Net Uplift = Dsn. Uplift- Ftg. Wt.=

Vu= 1. 5xVMa = 124 Kips

bo= 4[(2xd/2) + W Baee Pate] = 162.0 In.

eVc= of 4If'c be d ) = 895Kips


Vu= q u& nate x B x Lo = 4 Kips

oVc= e( 2:f'c bw d ) = 215 Kips

Check for Flexure(Ftg. Reinf, Design):

Ftg. Cantl. L Be,, = 2. 92 Ft.

Ftg. d = 32.50 In. o -0.85

Ftg. Bm. b =12.0 In. F= bdZ /12000 = 1. 06

Min. = 200 /fy = 0.003

Kn (MIn.)= 172 Mu IMin,l = FxKnlMtil= 181 Ft -KMu =q un. x ( LBm.) 2 /2 = 13Ft -K/ Ft ¶ Req'd = MA Mm/ Mu Min) = 0.00025 0 =0.9

9 Design = 0.000327 A steal Req'd =$ b d= 0. 13 InA2

TRY: ( l)-# 4' A steel = . 20 I nA2 > Required Area ( OKJCheck for U i


Trib. Bay Width = 23.00 Ft.

Design Uplift= 1. 5(Uplift) = O. OKips

Net Uplift = Dsn. Uplift- Ftg. Wt.= 19. OKips No Uplift -(OK)

Area Slab Req'd= Uplift/Slab Wt= 380 S. F. No Uplift (OK)

Slab Trib. Avail. =2( Bay Size /4)= 11. 50 Ft. Area Slab P, a,= 2(Slab Trib)2 = 264.5 Ft.

j =0.875

USE: I 6.50' x 6.50' x 3.0' Thk FlI . with # 4' 50 12. O.C. Ea. Way In Bottom

R. MILLER & ASSOCIATES, INC. ARCHITECTS & ENGINEERS3020 SATURN ST., SUITE 100BREA, CA 92621714) 524 -1870 FAX:(714) 524.1875

Date: 09126196 Paper -lzSTEEL BEAM DESIGN



Center Span Length - 24.00 it AISC Section w21x44

Left Cantilever - 0. 00 ft Section Depth - 20. 66 in Ixx - 843. 00 in4

Right Cantilever - 0. 00 ft Web Thickness - 0. 350 in lyy - 20. 70 in4

Unbraced Length - 3.00 It Section Width - 6.50 in Sxx - 81. 61 in3


Live Load Not Acting with Short Term Section Area - 13.00 in2 r:xx - 8.053 in

Fy - 36 ksi Section Weight - 44.14 f1 r:yy - 1. 262 in

Load Duration factor - 1. 00 rT, y - 1. 57 in



Dead Load - 9.30 it 7. 75 it

Live Load - 7. 59 it 7. 60 itDistance To Load - 6. 17 ft 13. 17 ft

Uniform Loads

Dead Load - 0. 05 kiftLive Load - 0. 10 kilt

Distance To Start - 0. 00 it 0.00 ftDistance To End - 24.00 It 24.00 it

SUMMARY

USING w2104, Max Stress Ratio - 94. 10%, Min Doti. Ratio - 472.34TABULAR SUMMARY OF LOAD COMBINATIONS


Moment - 152. 1 161. 6 k -ft Placed DL LL LL + ST LL LL + ST


Shear - 21. 80 104. 13 It

Stress - 3. 02 14.40 ksi Moments.. M+ @ Center - 152. 1 78.6 152. 1 0.0 0. 0 0. 0 k -ft

Deflection - - 0. 610 M- @ Center - 0. 0 0. 0 0.0 0. 0 0. 0 k -ft


fv I Fv : % max - 0. 209 @ Right - 0. 0 0. 0 0. 0 0. 0 0.0 k -ft

Min. DL Doti Ratio - 906.25 Shears... @ Left - 21. 80 11. 54 21. 80 0100 0. 00 0. 00 It

Min. TL Dell Ratio - 472.34 @ Right - 15. 10 7. 77 15. 10 0.00 0. 00 0. 00 k

Deflection.. @ Center - - 0.610 . 0.318 - 0. 610 . 0. 318 0. 000 0. 000 in

@ Left - 0.000 0.000 0. 000 0. 000 0. 000 0.000 in

@ Right - 0.000 0.000 0. 000 0. 000 0.000 0. 000 in

at 0. 00 ft - 0.000 0. 000 0. 000 0. 000 0. 000 in

Reactions @ Left - 21. 80 11. 54 21. 80 11. 54 0.00 0. 00 k

Reactions @ Right ,- 15. 10 7. 77 15. 10 737 0.00 0. 00 it

152.05

llllllllDL =0.05 klf MLL- 0.10 Of

Isz.asT1 - k - " As n O. 00nmm - a. 0o n -k . 0, . n

eo

Y y y Y

MN rd

P IS r r V- 21 lO kips 0 00 nr p rJ JJ Ymlll - - ISD9 klp] 129.00 ItOJ OJ

Dm4a- 0.001" 10.0011 '1509

Dmin - - 0.60 In 111. 11 110. 00

28.'

1514 + Rev +u.

Q,3. 59 t _a6o

I 24.00 40. 0 s. 9 2. 9 12. 0 16. 0 20.0 29.0

V4.4B2 (c) 1983 -95 ENERCALC J. R. MILLER & ASSOCIATES, INC., KW0602379


Date: 09126196 Pape: 1+

121 STEEL BEAM DESIGN



Center Span Length 8. 75 It AISC Section w12x14

Left Cantilever 0.00 It Section Depth - 11. 91 in Ixx 88.60 in4Right Cantilever 0.00 It Web Thickness - 0. 200 in lyy 2.36 in4

Unbraced Length 3.00 It Section Width - 3. 97 in Sxx 14.88 in3Beam Wt. is ADDED To applied loads Flange Thickness - 0. 225 in Syy 1. 19 in3


Fy 36 ksi Section Weight - 14.12 # r:yy 0. 753 in

Load Duration Factor 1. 00 rT, y - 0.95 in



Dead Load 7. 75 k 9.30 kLive Load 7. 60 k 7. 59 kDistance To Load 1. 75 ft 8. 75 ft

Uniform loadsDead Load 0. 10 klft

Live Load 0. 20 klftDistance To Start 0. 00 it 0. 00 ftDistance To End 8. 75 it 8. 75 It

SUMMARY

USING wl2xl4, Max Stress Ratio - 79.48 %, Min Defl. Ratio - 1057.36TABULAR SUMMARY OF LOAD COMBINATIONS


Moment - 23.4 29. 5 k -ft Placed OL LL LL + ST LL LL + ST


Shear - 21. 33 34.30 kStress - 8. 96 14.40 ksi Moments.. M+ @ Center - 23.4 11. 5 23.4 0. 0 0. 0 0. 0 k -ft

Deflection - - 0.099 M- @ Center - 0.0 0. 0 0. 0 0. 0 0.0 k -ft

fb I Fb : % max - 0. 795 @ Left - 0.0 0. 0 0. 0 0. 0 0. 0 k -ft

fv I Fv : % max - 0. 622 @ Right - 0.0 0. 0 0. 0 0. 0 0. 0 k -ft

Min. DL Dell Ratio - 2192. 58 Shears... @ Left - 13. 65 6. 70 13. 65 0. 00 0. 00 0.00 k

Min. TL Defl Ratio - 1057.36 @ Right - 21. 33 11. 35 21. 33 0. 00 0. 00 0. 00 k


@ Left - 0.000 0.000 0. 000 0.000 0.000 0. 000 in

@ Right - 0.000 0.000 0. 000 0. 000 0. 000 0. 000 inat 0. 00 It - 0.000 0. 000 0. 000 0. 000 0. 000 in

Reactions @ Left - 13. 65 6. 70 13. 65 6. 70 0.00 0. 00 k

Reactions @ Right ' s 21. 33 11. 35 21. 33 11: 35 0. 00 0. 00 k

L = 0.10 JIM23.91

LL- 0. 20 Of

C61 mm- - 23AIft- k 01.] 5 itM o.oa

1- IT111- - O. 00 II- k 0.] 5 ft

J I i.65

Y Y Y Y

ran MN vm.. - lss npa. o. 00n

rr Pr VTIn. - 31. i3 kips . 9. 1511V

II 1J J

J JDJ DJ

ar, 33

0'.>: 0. 0..- .. 0.00 ft

pmm - 0091'

13.." -L000

t 14, 1611,21A, A,

p DLf LL + 0" a " a

3

9,, K- - 0.09

s.7s109' --

z,3s ; o. a 1. 9 z. s ss e.]


J. R. MILLER & ASSOCIATES, INC. ARCHITECTS & ENGINEERS3020 SATURN ST., SUITE 100BREA, CA 92621714) 524 -1870 FAX•(714) 524 -1875

Date: 09126196 Page--A2STEEL BEAM DESIGN

1907- SEAGATE EOUIP. MEZZANINE (BEAM NO. 33) ENGINEER: M. CARDOSO FILENAME: 1907BM33

BEAM DATA STEEL SECTION DATACenter Span Length - 22.08 It AISC Section w16x40

Left Cantilever - 0. 00 it Section Depth - 16. 01 in Ixx 518.00 in4

Right Cantilever - 0. 00 it Web Thickness - 0. 305 in lyy 28. 90 in4

Unbraced Length - 3.00 it Section Width - 6.99 in Sxx 64. 71 in3



Fy - 36 ksi Section Weight - 40.06 # r:yy 1. 565 in




Dead Load - 10. 30 k 9. 30 kLive Load - 8. 43 k 7. 59 kDistance To Load - 11. 58 It 0.00 it

Uniform Loads


Live Load - 0, 20 klftDistance To Start - 0.00 It 0.00 ItDistance To End - 22.08 It 22.08 It

SUMMARY

USING w16x40, Max Stress Ratio - 96. 57%, Min Dell. Ratio - 439. 65TABULAR SUMMARY OF LOAD COMBINATIONS


Moment - 123.7 128. 1 k -ft Placed OL LL LL + ST LL LL + ST


Shear - 13. 58 70.32 kStress - 2. 78 14.40 ksi Moments.. M+ @ Center - 123. 7 65. 2 123. 7 0. 0 0. 0 0. 0 k -ft

Deflection - - 0. 603 M- @ Center - 0. 0 0. 0 0. 0 0. 0 0. 0 k -ft



Min. OL Defl Ratio - 841. 92 Shears... @ Left - 12.66 6.44 12.66 0.00 0. 00 0. 00 k

Min. TL Dail Ratio - 439.65 @ Right - 13. 58 6. 95 13. 58 0.00 0. 00 0.00 k


@ Left - 0. 000 0.000 0. 000 0. 000 0.000 0.000 in

@ Right - 0. 000 0. 000 0. 000 0. 000 0.000 0. 000 in

at 0.00 it - 0. 000 0.000 0. 000 0.000 0. 000 in

Reactions @ Left - 12. 66 6.44 12.66 6.44 0. 00 0.00 k

Reactions @ Right ,- 13. 58 6. 95 13.58 6195 0. 00 0.00 k

123 72

L = 0. 10 klf

LL - 0.20 klf

T Mmnx - 123. 721 \ - 4 s 11. 36 fl - 0.001• S' CQL. Hmin - - O. 00 M- k122.0811

YYYY

12. 66

Y y M YM N o o Vmns - 12. 66 Ylpn f 000 fl

P; r W Vmin -- 1357 k1pp 122.OB 1tV

J J J J

G J J

Umnx - 0. 00 In• 0. 00 It1357

0mtn - - 0. 60 In s It a ri0.00

50 + Ib.

28K +4,'o

13. 46Ofi0

22. 0800 3I6 ] 3 11.0 Ill Ili 4 2.0

V4AB2( c) 1983.95 ENERCALC J. R. MILLER & ASSOCIATES, INC., KWO602379


Jot) No

ate Engineer C ecketl By

I ESIG.J OP PFAM AI.>N(r LINE

ri

SPA" = 2S 3" mla w = ( 10

Far -_k = C n=ta w) C SPhN = 122Z

1. okDt i(r . I o LI V LoA D RE D V LTI o1J

W D` _ ( t z a vJ)( R5 P. s t=) - 131 PLF

WLL = - ra( m W)( sb P. s. F.) 2103 PLP

Sht." o!

O


Date: 09127196

STEEL BEAM DESIGN

1907 - SEAGATE EQUIPMENT MEZZANINE ( BEAM NO. 40) ENGINEER: M. CARDOSO FILENAME: 1907BM40

Page:

BEAM DATA STEEL SECTION DATACenter Span Length 23.25 It AISC Section w12x19

Left Cantilever 0. 00 It Section Depth - 12. 16 in Ixx 130.00 in4Right Cantilever 0. 00 It Web Thickness - 0. 235 in lyy 3. 76 in4

Unbraced Length 3. 00 It Section Width - 4.01 in Sxx 21. 38 in3



Fy 36 ksi Section Weight - 18.91 # r:yy 0. 822 in

Load Duration Factor 1. 00 rT, y - 1. 00 in



Dead Load 0. 13 klftLive Load 0.26 klftDistance To Start 0.00 ft 0.00 itDistance To End 23.25 It 23.25 it

SUMMARY





Shear - 4.80 41. 15 It

Stress - 1. 68 14.40 ksi Moments.. M+ @ Center - 27.9 10. 1 27.9 0.0 0.0 0.0 k -ft

Deflection - - 0. 720 M- @ Center - 0. 0 0. 0 0.0 0.0 0.0 k -ft

fb I Fb : % max - 0.659 @ Left - 0. 0 0. 0 0.0 0.0 0.0 k -ft "

fv I Fv : % max - 0. 117 @ Right - 0. 0 0. 0 0.0 0. 0 0.0 k -ft

Min. OL Doff Ratio - 1067.20 Shears... @ Left - 4.80 1. 74 4.80 0.00 0. 00 0. 00 k

Min. TL Dell Ratio - 387.46 @ Right - 4.80 1. 74 4.80 0.00 0. 00 0. 00 k

Deflection.. @ Center - 0. 720 0. 261 0. 720 0.261 0. 000 0.000 in

@ Left - 0.000 0. 000 0.000 0.000 0. 000 0.000 in

@ Right - 0.000 0.000 0.000 0.000 0. 000 0.000 in

at 0. 00 It - 0. 000 0.000 0.000 0. 000 0.000 in

Reactions @ Left - 4.80 1. 74 4.80 1. 74 0. 00 0. 00 k

Reactions @ Right - 4.80 1. 74 4.80 1. 74 0. 00 0. 00 k

L =0. 13 ktf

LL = 0. 26 klf

c,

1

hSS ,1. d0DM' . J

I

801'- t t4, 28 + 4 Bo

23. 25

H... - 29. 9014t 11. 6211

Mmin - 0. 00 ft -K - 0.0011

V... - 9. 80 K1 Ok 1 0. 00 it

V m, n - - 4.BD k1l. - 26.25 11

Dmu - 0. 00 In f 0.00 f1

Omin . - 0. 721n f 11. 62 it

19. 91x+ 4.SK = . 2+,

iolV- v4.482 (c) 1983. 95 ENERCALC J. R. MILLER & ASSOCIATES, INC., KW0602379


SSAC -AM_ ECgOiP. ME ANf JE ob + c

u Engineer M. C. Checked ' 3y Sht. A: .28„ - -

F62 BEAMS t5 TwEEr t VI { - L SopP02Tlwlr 7, G So vn, IT

1 fl

SFAt3 = ZZ-( e` Te(Bv) = / lo. t2

4- 3 "

4. 71O

rlet . ArzEA ° 151 - L

w6 ( ZEOOCT(O"

Lc>Autw(f I '

LA) U. _ (- Mia w)( AS P.-S, F.) S ICoB PLF

W LL - - ( Title w ) C 5o P. S. F) s 33(. FL

F-aOM UNIT

wt = (7&& C>* /

a)_ 17- o" = 22fo PLF

WI

wow

I -7 1-

011


Date: 09127196 PapereSTEEL BEAM DESIGN

1907 - SEAGATE EDUIPMENT MEZZANINE ( BEAM NO. 41) ENGINEER: M. CARDOSO FILENAME: 1907BM41



Left Cantilever - 0. 00 It Section Depth - 13. 74 in Ixx 199.00 tn4

Right Cantilever - 0. 00 It Web Thickness - 0. 230 in lyy 7.00 in4

Unbraced length - 3.00 It Section Width - 5. 00 in Sxx 28.97 in3

Beam Wt. is ADDED To applied loads Flange Thickness - 0. 335 in Syy 2.80 in3

Live Load Not Acting with Short Term Section Area - 6. 49 in2 r:xx 5. 537 in

Fy - 36 ksi Section Weight - 22.04 A r:yy 1. 039 in



APPLIED LOADS

Uniform Loads

Dead Load - 0. 17 klft 0. 23 klft


Distance To Start - 0.00 It 0.00 ft 0.00 ItDistance To End - 22. 50 ft 22.50 ft 17.00 It

SUMMARY




Stress - 19.01 23. 76 ksi for Max Only @Cntr @Cntr @Cants @Cents

Shear - 8.31 45.51 kStress - 2. 63 14.40 ksi Moments.. M+ @ Center - 45.9 24.6 45.9 0. 0 0. 0 0. 0 k -ft

Deflection - • 0. 720 M- @ Center - 0. 0 0.0 0. 0 0. 0 0. 0 k -ft

fb I Fb : % max - 0. 800 @ Left - 0. 0 0.0 0. 0 0. 0 0. 0 k -ft

fv I Fv : % max - 0. 183 @ Right - 0.0 0. 0 0.0 0. 0 0.0 k -ft

Min. DL Deft Ratio - 701. 93 Shears... @ Left - 8. 31 4.53 8. 31 0. 00 0. 00 0. 00 k

Min. TL Deft Ratio - 374.81 @ Right - 7.37 3.59 7. 37 0. 00 0. 00 0. 00 k

Deflection.. @ Center - 0. 720 0. 385 0. 720 0. 385 0. 000 0. 000 in

@ Left - 0. 000 0. 000 0. 000 0. 000 0. 000 0. 000 in

@ Right - 0. 000 0. 000 0.000 0. 000 0. 000 0. 000 in

at 0. 00 ft - 0. 000 0. 000 0. 000 0. 000 0. 000 in

Reactions @ Left - 8.31 4.53 8. 31 4.53 0. 00 0. 00 k

Reactions @ Right - 7. 37 3.59 7.37 3.59 0. 00 0.00 k

L = 0.16 kl f

LL =0. 33 klf

III III I III 111111111111111111 L - 0. 22 k1Mm. x - 95 8911 - k . I1 . 1 I,

nmin - 0.00 n -k • D. 0011

Ymex . 1130 kips 0 0 00 n

Ymin - - 7, 36 kips - 22. 50 it

Dmsx - 0.001n! 0100 it

In - - 0. 72 1. 1 1 116 11

7, V K

V4.482 (c) 1983.95 ENERCALC J. R. MILLER & ASSOCIATES, INC., KW0602379


rc;act _ Job No

Date Engineer

11

Checked By

Fo(2 BEAM S 0E?wEEO I I A IZ

I SP+4 J 101 - t0 rr t(L1f3 w = Lo7I1

take Aar -k = 70 • S tZ tJo RCDUCTIOrJ

I.GAOIN(r

W OL Cc8PLF

W I.{. ' ( f1z113 w)

F26111q UNIT

Lj = C- 7 G50 * 7 3. 33 = 1 153 PLF

wL&

10 Guci

Sht. A73-0 of


Date: 09127196 PaperSTEEL BEAM DESIGN


BEAM DATA STEEL SECTION DATACenter Span Length - 10.50 It AISC Section w10x12

Left Cantilever - 0.00 ft Section Depth - 9. 87 in Ixx 53. 80 in4Right Cantilever - 0.00 It Web Thickness - 0. 190 in lyy 2. 18 in4Unbraced Length - 3.00 It Section Width - 3.96 in Sxx 10. 90 in3Beam Wt. is ADDED To applied loads Flange Thickness - 0. 210 in Syy 1. 10 in3


Fly - 36 ksi Section Weight - 12.02 # r:yy 0.785 inLoad Duration Factor - 1. 00 rT, y - 0.96 in



Dead Load - 0. 17 kift 1. 15 kiftLive Load - 0.34 kiftDistance To Start - 0.00 It 0.00 It 7. 17 It

Distance To End - 10. 50 It 10.50 ft 10. 50 ftSUMMARY

USING w1 Ox12, Max Stress Ratio - 49.42 %, Min Defl. Ratio - 924.89

TABULAR SUMMARY OF LOAD COMBINATIONS

Maximums... Actual Allowable Dead Load + Loads Placed as followsMoment - 10. 7 21. 6 k -ft Placed OL LL LL + ST LL LL + ST


Shear - 5.94 27.00 kStress - 3. 17 14.40 ksi Moments.. M+ @ Center - 10. 7 6. 5 10.7 0.0 0.0 0.0 k -ft

Deflection - - 0. 136 M- @ Center - 0. 0 0. 0 010 0. 0 0.0 k4t

fb I Fb : % max - 0.494 @ Left - 0. 0 0.0 0. 0 0. 0 0. 0 k -ft

fv I Fv : % max - 0.220 @ Right - 0. 0 0.0 0. 0 0. 0 0. 0 k -ft

Min. OL Defl Ratio - 1624.77 Shears... @ Left - 3.32 1. 55 3. 32 0. 00 0.00 0.00 k

Min. TL Defl Ratio - 924.89 @ Right - 5.94 4. 18 5. 94 0. 00 0.00 0.00 k

Deflection.. @ Center - 0. 136 0.078 0. 136 0.078 0.000 0.000 in

@ Left - 0.000 0. 000 0.000 0. 000 0.000 0.000 in

@ Right - 0.000 0. 000 0.000 0. 000 0.000 0.000 inat 0. 00 It - 0. 000 0.000 0. 000 0. 000 0.000 in

Reactions @ Left - 3.32 1. 55 3. 32 1. 55 0.00 0. 00 k

Reactions @ Right - 5.94 4. 18 5. 94 4. 18 0.00 0. 00 k

DL - 0. 16 klf1O' B6

LL = 0. 33 klf

DL = 1. 1.5 WMm. x • 10. 66rt -k 16.421t AdmMmm • - o.° a n -k - 16s6 n

3. 11

vm. x • 3 31 kips 0 O. Oo r1

V. I.•• 5. 93 kill, 010.501, 1

593Om. x • 0.001n - 0. 00 ft

min• - 0. 13 In Ilk 5, 46 rtO.° 0

10. 50 rt 1 1- 1 I-- 10. 0 I., 3.< 5. 2 ]. O 6. J 10. 9

V4.482 (c) 1983.95 ENERCALC J. R. MILLER & ASSOCIATES, INC., KWO602379

r

Date


Jco .tic

Cile.;ked BY ____ Sht.+ 2 of

b5S1G -tJ OF 2CAH SPhNIu.J

SPAQ c 1C0 — 5 Tele W '% On /

raI a 3 - o r rws

11L113 kREfF ( TiZi6. w)( SpAN) _ ". 2G L ISO WO LLR¢o.

L.okDIN(r'.

W pL = (- rn.13, W) ( - 2S V S. F,) = 75PLF

LJ `_

12

31 fo. 42

Pa.

P1 = 8. 31 k +" S•g4k

t 14,251`

3'


Date: 09127196 Pape: A -3STEEL BEAM DESIGN


BEAM DATA STEEL SECTION DATACenter Span Length - 16.42 it AISC Section w14x22

Left Cantilever - 0.00 ft Section Depth - 13.74 in Ixx 199.00 in4Right Cantilever - 0.00 ft Web Thickness - 0. 230 in lyy 7. 00 in4

Unbraced Length - 3.00 it Section Width - 5. 00 in Sxx 28. 97 in3



Fy - 36 ksi Section Weight - 22.04 d r:yy 1. 039 in



APPLIED LOADSConcentrated lads

Dead Load - 14.25 k 14.25 kDistance To Load - 3.00 ft 13.42 it

Uniform Loads

Dead Load - 0.08 klftLive Load - 0. 15 kIRDistance To Start - 0.00 ft 0.00 ItDistance To End - 16.42 It 16.42 it

SUMMARY

USING w14x22, Max Stress Ratio - 89. 05%, Min Defl. Ratio - 408. 62TABULAR SUMMARY OF LOAD COMBINATIONS


Moment - 51. 1 57.4 k -ft Placed DL LL LL + ST LL LL + ST


Shear - 16. 28 45.51 k

Stress - 5. 15 14.40 ksi Moments.. M+ @ Center - 5111 46. 0 51. 1 0. 0 0. 0 0. 0 k -ft

Deflection - - 0.482 M- @ Center - 0. 0 0. 0 0. 0 0.0 0. 0 k -ft


fv I Fv : % max - 0. 358 @ Right - 0. 0 0. 0 0. 0 0.0 0. 0 k -ft

Min. DL Dell Ratio - 448. 13 Shears... @ Left - 16.28 15.05 16.28 0. 00 0. 00 0. 00 k

Min. TL Dell Ratio - 408.62 @ Right - 16.28 15.05 16.28 0. 00 0. 00 0. 00 k

Deflection.. @ Center - 0. 482 0. 440 0.482 0. 440 0. 000 0. 000 in

@ Left - 0. 000 0. 000 0. 000 0. 000 0. 000 0. 000 in

@ Right - 0. 000 0. 000 0. 000 0. 000 0. 000 0.000 in

at 0.00 It - 0. 000 0. 000 0.000 0. 000 0.000 in

Reactions @ Left - 16. 28 15.05 16.28 15.05 0. 00 0.00 k

Reactions @ Right - 16. 28 15.05 16.28 15.05 0. 00 0.00 k

51 O)

DL = 0. 07 kl

LL =0. 15 Of

Min- - 5l. mft- k• e. 21 it

Hmin - - OAO ft -k . 16. 42 ! t

Y Y16. 2

NI Narm•% - 16. 29 kips. 0,00 it

j 1 vmm - - l6.n kips. l6aznJ J

O

16. 21

omm - - a. 4e m. e. vno.00

25. 9bV-

0.98

16. 42 ft, { 1 H 10. 0 zs S. a e. z IO. e 13. 9 16, 4


sect

ate


Jco No

Engineer Checked By _ Sht. A-310f

FG2 aeAMS ALO"( r LIrJE 11 A IT) f

SPAN =

3or- iof1 ?YZfr3 w .

5 /a

7aJ = 7. ?gi

i

mi'e ARe,4 = 01 of ' S r- T'

I L -? EO VC7lon+ 0, 05 (- r-A. — ISO)

LL tietwcEp 47 P, S: F.

W ot_ = C- M%G w.) C 95 P, S, F,) = I P 2 PL r-

W L` = g

F26 M u WT w 6161fr

W It (.d}o 40 f°'/ a) _ Ilo.

831 = 1 ZO PLF

WWI

o" Ib.

g317 Lo li


Date: 09127196 Pager -.: STEEL BEAM DESIGN

1907- SEAGATE EQUIPMENT MEZZANINE (BEAM NO. 44) ENGINEER: M. CARDOSO FILENAME: 1907BM44


Center Span Length - 30.83 ft AISC Section w1 Bx35

Left Cantilever - 0.00 It Section Depth - 17.70 in Ixx 510. 00 in4

Right Cantilever - 0.00 It Web Thickness - 0. 300 in lyy 15. 30 in4

Unbraced Length - 3.00 It Section Width - 6. 00 in Sxx 57. 63 in3



Fy - 36 ksi Section Weight - 34.9711 r:yy 1. 219 in




Dead Load - 0. 18 klft 0. 12 kilt

Live Load - 0. 34 kilt

Distance To Start - 0.00 ft 0. 00 It 7.00 ftDistance To End - 30.83 It 30. 83 It 23.83 It

SUMMARY

USING wl8x35, Max Stress Ratio - 68. 23%, Min Call. Ratio - 413.31TABULAR SUMMARY OF LOAD COMBINATIONS




Shear - 9. 64 76.46 ItStress - 1. 82 14.40 ksi Moments.. M+ @ Center - 77.8 37. 1 77.8 0. 0 0. 0 0. 0 k -ft

Deflection - - 0.895 M- @ Center - 0.0 0. 0 0. 0 0. 0 0. 0 k -ft


fv I Fv : % max - 0. 126 @ Right - 0. 0 0. 0 0. 0 0. 0 0.0 k -ft

Min. OL Dell Ratio - 873. 15 Shears... @ Left - 9. 64 4.35 9. 64 0.00 0. 00 0. 00 k

Min. TL Defl Ratio - 413.31 @ Right - 9. 64 4.35 9. 64 0. 00 0. 00 0. 00 k


@ Left - 0.000 11. 000 0. 000 0. 000 0. 000 0. 000 in

@ Right - 0.000 0.000 0.000 0. 000 0. 000 0. 000 in

at 0.00 It - 0.000 0. 000 0. 000 0. 000 0. 000 in

Reactions @ Left - 9. 64 4.35 9. 64 4.35 0. 00 0. 00 it

Reactions @ Right - 9. 64 4.35 9. 64 4.35 0. 00 0.00 k

III III L - 0. 18 klf 1111111111,84

LL- 0. 34 k1f '

IIIIIIIIIIIIIIIIIIJIDL- 0.12 klf3E]EMMm - x 77, 84ft - k lls.mv

aooMin - 0. 90 n- k! 0. 00 n

9.64

Vm.. - 9. 64 klpt ! 8.80 It bbl- V.' n 9. 84 k1ps130.B31t

9 644

p- -.

A In! 0.0001VIx •- 0. 09 m113.4' 1t0. 00

0 89

30.833a

I -- 1o. o s. 9 io. z Is.4 zos zsa . a


Project

Cate Engineer


ioo Uc.

Cher_kea By Sht. of

DESICrN of BEAM AL ,Otjcr LINE It { f

sPAO = -: O'-( 0 if ' Rzl a w C - 7 ° t) =

3, 5

TMtB AIMAr = 10' 7. 1 ; t Y G 150 NO LL 1Z6DVC.T1° rJ

L6Aotw(rp[

bL - " rtZ. iB Wi C a2S P.S, F.% _ ( JT,JPLF

mm vu ( 50 1- 75PLF

III

W u

II

I.R. MILLER & ASSOCIATES, INC. ARCHITECTS & ENGINEERS3020 SATURN ST., SUITE 100BREA, CA 92621714) 524 -1870 FAX:(714) 524.1875

Date: 09127196 Pape: ,4- STEEL BEAM DESIGN




Left Cantilever - 0.00 It Section Depth - 12.22 in Ixx - 204.00 in4

Right Cantilever - 0.00 It Web Thickness - 0.230 in lyy - 17.30 in4

Unbraced Length - 3.00 ft Section Width - 6. 49 in Sxx - 33.39 in3


Live Load Not Acting with Short Term Section Area - 7. 65 in2 r: xx - 5. 164 in

Fy - 36 ksi Section Weight - 25.97 # r:yy - 1. 504 in




Dead Load - - 0.09 klft

Live load - 0. 18 klftDistance To Start - 0. 00 ft 0.00 ft

Distance To End - 30.83 ft 30.83 ftSUMMARY

USING w12x26, Max Stress Ratio - 51. 94 %, Min Defl. Ratio - 372.61TABULAR SUMMARY OF LOAD COMBINATIONS




Shear - 4.45 40.47 kStress - 1. 58 14.40 ksi Moments.. M+ @ Center - 34.3 13. 5 34.3 0. 0 0. 0 0.0 k -ft

Deflection - - 0.993 M. @ Center - 0. 0 - 0. 0 0.0 0.0 0.0 k -ft

fb I Fb : % max - 0. 519 @ Left - 0. 0 0. 0 0.0 0.0 0.0 k -ft

fv I Fv : % max - 0. 110 @ Right - 0. 0 0. 0 0. 0 0.0 0.0 k -ft

Min. DL Deft Ratio - 944.74 Shears... @ Left - 4.45 1. 76 4.45 0. 00 0. 00 0. 00 k

Min. TL Defl Ratio - 372.61 @ Right - 4.45 1. 76 4.45 0. 00 0. 00 0. 00 k

Deflection.. @ Center - - 0. 993 - 0. 392 - 0.993 . 0. 392 0. 000 0. 000 in

@ Left - 0. 000 0. 000 0.000 0. 000 0. 000 0. 000 in

@ Right - 0. 000 0. 000 0. 000 0. 000 0. 000 0.000 in

at 0.00 ft - 0. 000 0. 000 0.000 0.000 0. 000 in

Reactions @ Left - 4.45 1. 76 4.45 1. 76 0. 00 0.00 k

Reactions @ Right - 4.45 1. 76 4.45 1. 76 0. 00 0.00 k

DL =0.08 kl3433

LL =0. 17 klf

Mmkx- 34.331bk ! 15. 91 Tt

Mmin • - 0. 0011 - Y f 30.83 It 4.45

ynn" • 4.48 klpt f 0. 00 It

ymin•- 4.45k, p> f 30. 83/\ y

Dmax4 43

0.00 mfo n

DMIn • - 0. 9 9 ms15. an0. 00

0.99

30. 83 II0. 0 3. 0 10. 3 15. 4 20. 5 35.-/ 30. 8



Job Flo.

Date Engineer — _ Checked By Sht ' 3

pCSW N OF TbEAM 1. 10. ® C EgvIP• " C2E -Aw1we T fct'

P, P:

O

7' 7.50 ar I 4'

G

P3 .. F+

v. i7, I 5i

Wog 37.SPLF

LV = I. S) C5o P.S. F) a 75 FL

P = q.

64KPZ = 9. G4r"

P3 = 9, 1.4Ic

F4 = 9.b4'` J

A. R. MILLER & ASSOCIATES, INC. ARCHITECTS & ENGINEERS3020 SATURN ST., SUITE 100BREA, CA 92621714) 524.1870 FAX:(714) 524 -1875

Date: 09127196 Pager -17! STEEL BEAM DESIGN

1907 - SEAGATE EQUIPMENT MEZZANINE IBEAM NO. 46) ENGINEER: M. CARDOSO FILENAME:1907BM46



Left Cantilever - 0. 00 ft Section Depth - 13.74 in Ixx 199.00 in4

Right Cantilever - 0. 00 it Web Thickness - 0.230 in lyy 7. 00 in4

Unbraced length - 3. 00 it Section Width - 5.00 in Sxx 28. 97 in3



Fy - 36 ksi Section Weight - 22.04 A r:yy 1. 039 in



APPLIED LOADSConcentrarted loads

Dead Load - 9.64 k 9. 64 kDistance To Load - 7.00 ft 14.58 ft

Uniform Loads

Dead Load - 0.04 klftLive Load - 0.08 klft

Distance To Start - 0.00 It 0.00 it

Distance To End - 17.58 It 17. 58 itSUMMARY

USING w14x22, Max Stress Ratio - 99.46 %, Min Defl. Ratio - 406. 76TABULAR SUMMARY OF LOAD COMBINATIONS




Shear - 13. 02 45.51 kStress - 4. 12 14.40 ksi Moments.. M+ @ Center - 57.0 54.3 57. 0 0. 0 0.0 0. 0 k -ft

Deflection - - 0. 519 M- @ Center - 0.0 0. 0 0. 0 0. 0 0. 0 k -ft

fb I Fb : % max - 0.995 @ Left - 0. 0 0. 0 0.0 0.0 0.0 k -ft

fv 1 Fv : % max - 0. 286 @ Right - 0. 0 0. 0 0.0 0.0 0.0 k -ft

Min. DL Defl Ratio - 429.91 Shears... @ Left - 8. 63 7.97 8.63 0.00 0. 00 0.00 k

Min. TL Defl Ratio - 406.76 @ Right - 13.02 12.36 13.02 0.00 0. 00 0.00 k

Deflection.. @ Center - 0. 519 0. 491 0. 519 0.491 0.000 0. 000 in

@ Left - 0.000 0. 000 0.000 0. 000 0.000 0. 000 in

@ Right - 0.000 0.000 0. 000 0. 000 0.000 0. 000 in

at 0.00 ft - 0. 000 0. 000 0. 000 0.000 0.000 in

Reactions @ Left - 8. 63 7.97 8. 63 7.97 0. 00 0.00 k

Reactions @ Right - 13. 02 12. 36 13.02 12.36 0. 00 0.00 k

s] as

DL = 0.03 kl

LL- 0. 07 Of

nmea . 57, 09n -k - 7.03 rl

nmm . - D. DD n -k - 17. 5. no.oD

8.62

Y Y

Ql G Vm. i.

01 D.. U. Vp• min - - 1362ki a 11]11. 5858 ItV

J

J. OI

DmI n I n- D. OD 1Dmin . - 0 5 It11n - 1.] 90.00

B vj + 445 c 13• il 13, J2K + II. 32K

4.34K0. 61

I 19.6 I]. 6

V4.482 (c) 1983 -95 ENERCALC J. R. MILLER & ASSOCIATES, INC., KW0602379

R. MILLER & ASSOCIATES, INC. RCWITECTS & ENGINEERS

3020 SATURN ST., SUITE 100BREA, CA 92621714) 524.1870 FAX:(714) 524.1875

Date: 09127196 Pager - . STEEL BEAM DESIGN

1907- SEAGATE EQUIPMENT MEZZANINE (BEAM NO. 47) ENGINEER: M. CARDOSO FILENAME: 1907BM47



Left Cantilever in 0.00 It Section Depth in 13. 74 in Ixx 199.00 in4

Right Cantilever - 0.00 ft Web Thickness - 0.230 in lyy 7.00 in4

Unbraced Length - 3.00 ft Section Width - 5. 00 in Sxx 28.97 in3

Beam Wt. is ADDED To applied loads Flange Thickness in 0.335 in Syy 2. 80 in3

Live Load Not Acting with Short Term Section Area - 6. 49 in2 r: xx 5. 537 in

Fy - 36 ksi Section Weight - 22. 04 # r: yy 1. 039 in



APPLIED LOADSConcentrated Lads

Dead Load - 9. 64 k 9. 64 kDistance To Load in 4.00 ft 11. 17 ft

Uniform Loads



Distance To Start - 0. 00 it 0.00 ft

Distance To End - 16. 17 it 16. 17 ftSUMMARY





Shear - 11. 32 45.51 k

3.58 14.40 ksi Moments.. M+ @ Center - 49. 0 46.9 49.0 0. 0 0.0 0. 0 k -ftStress

Deflection - - 0.415 M- @ Center - 0. 0 0.0 0. 0 0.0 0.0 k -ft

fb I Fb : % max - 0. 854 @ Left - 0. 0 0. 0 0. 0 0. 0 0.0 k -ft

fv I Fv : % max - 0. 249 @ Right - 0. 0 0. 0 0.0 0. 0 0.0 k -ft

Min. DL Dell Ratio - 491. 33 Shears... @ Left - 11. 32 10. 72 11. 32 0.00 0. 00 0.00 k

Min. TL Dell Ratio - 467.66 @ Right - 10. 13 9. 53 10. 13 0.00 0. 00 0.00 k

Deflection.. @ Center - 0. 415 0. 395 0.415 0. 395 0. 000 0.000 in

@ Left - 0. 000 0. 000 0. 000 0. 000 0. 000 0. 000 in

@ Right - 0. 000 0. 000 0. 000 0. 000 0. 000 0. 000 in

at 0.00 It - 0. 000 0. 000 0. 000 0. 000 0. 000 in

Reactions @ Left - 11. 32 10. 72 11. 32 10.72 0. 00 0. 00 k


I696

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LL =0.07 Of

Hmst- 96.96H- k• 11. 12 It _000

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9 J Vmin - - 10. 13 klpk 116. 17117

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2903 Saturn Street Suite CBREA, CALIFORNIA 92821

714) 577. 8060 FAX ( 714) 577 -8064

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Structural Calculations for:

COMPRESSOR CANOPY

for

SEAGATE TECHNOLOGY5898 CONDOR DRIVE

MOORPARK, CA

Ment:

FACILITY BUILDERS & ERECTORS

2903 SATURN ST., SUITE C

BREA, CA 92621 d

ProW No1907 E -11

Date:

2/ 14/96

1 Es . 03- 31 - 9v)

Of CAL" -

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Aip 71

Bldg. Dept. Submittal 2/ 14/96 JRM JV

REV. DESCRIPTION DATE ENO CHK APP


Aip 71

Feb -24 -97 12: 17P

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DESIGN OF STEEL - FRAMED CANOPY

Loads

Live Load = 20 psf

Dead Load = 4 psf

Seismic Load

Wind Load

V= ( ZIC / Rw) " W

For Zone 4 per UBC, Z = 0. 4

C = 2. 75

V = 0. 138 W

P= CeCg cis IFor 70 m.p.h., Exp. "C" per UBC,

Ce= 1. 06

qs = 12. 6

0 Roof,

0 Vert. Surface,

Building DimensionsLength = 32. 7 ft

Width = 32. 0 ft

Height = 14.5 ft

Cq P

2. 3 30. 7 psf

1. 3 17. 4 psf

I= 1. 0

Rw = 8

P. 03

Feb -24 -97 12: 17P

r

i • • l

P. 04

Purlins:

Location: P1

Spacing= 4.50 ftSpan Length = 30.00 it

Total I = 32.67 ft

Left Cant. I = 0.00 ft

Right Cant. I = 2. 67 ft

wDL = 18 pit wDL +LL = 108 pit

wDL +WL = - 120 pit

For DL, Rr = 0.32 K RI = 0.27 K

Ox= 14.88 ft + M = 1993 ft -lb

0 right support, - M = 64 ft -lb

For DL +LL, Rr = 1. 92 K RI = 1. 61 K

@x = 14. 88 ft + M = 11958 ft -lb

right support, - M = 385 ft -lb

Sreq'd = 4.78 in3Try Z12 x 2.25 x 12 ga, I= 35. 93 in4 E = 29,000 Ksi

DL +LL Defi: 0 span= 1. 749 in = 1/ 206 OK

For DL +WL, Rr = - 2. 14 K Al = - 1. 79 K

Ox = 14.88 ft + M = - 13313 ft -lb

0 right support, - M = - 429 ft -Ib

Roof Beams:

Location: B1

Span Length = 30. 00 ft

Cont. Width = 17.79 ft

Cant. Length = 2. 00 ft

wDL = 71 pif w( DL +LL) = 427 pit

w( DL+ WL) = - 475 pif

For DL +LL, Rsuppt = 7.3 K Rend = 6.4 K

Ox = 14. 93 ft + M( DL +LL) = 47.6 ft -K

support - M( DL +LL) = 0. 9 ft -K

Sreq'd = 25.97 in3Try W 14 x 22, 1= 199.0 in4 E = 29,000 Ks!

DL +LL Defi: ® span = 1. 471 in = 1/ 245 OK

For DL +WL, Rsuppt = - 8. 1 K Rend= - 7. 1 K

Column DesignFor DL + LL, Pmax = 6.4 K

For DL + WL, Pmax = - 7. 1 K

h = 12. 0 It

OK for 4" dia. pipe column ( std. steel)

Feb- 24- 97 12: 17P

Lateral Desial

For Lateral Load in E -W Direction,

For wind, Vew = 1945 lb

For seismic, Vow = J:W ' 0. 138 = 575 lb

Tbrace = 1102 lb

Arod = 0. 04 in2

Use 318 "dia. brace rods

Analyze Slab

Pcol = 6.4 K

OK for existing 8" slab

Vwind / 3

drod = 0.26 in

2,

P - 05

Feb -24 -97 12: 17P

SUPER SPAN

ZINCALUME0

TMce the Life!

Full 36" coverage.

Custom lengths available

1114" deep trapezoidal ribs 12" O.C. formaximum strength.

Full bearing rib at side -tap providesconsistent weather -tightjoint.

Available in attractive Silicone - ModifiedPolyester colors or bare Zincalumee.

Complementary trim and accessories readilyavailable.

UL580 Class 90 wind uplift rating - Construction30, UL Building Materials Directory.

X1/ 4" F4lw4" Hi°

12' I 36" coverage

Super SpW Section Feeputles

sage

NL) invit) 1a1 io'Rt) in'/ ft)

26 0.90 0461 0475 0712 0394

U I. ls 0667 0656 1058 0540

ASC PACIRCBuilding Solutions in Metal

Sscmm W - 80& 726.277!, 916. 372. 6651 FAR 916-372 -7606toe AeeeW . 900. 272. 7.466, 909sZ{ -0101 FAX 909- M-2626 Fpoeotc - M551- 2062, 602- 596 -1200 FAX 602. 598. 1219

Tacma- 800.7334955, 206-381495S FAAZO& 272 4791 Sako- 800-272- 7023. 503- 390.7174 FAXSM- 390 -74439poYaae. 600 - 7768771. 509535 -0600 FAR50335 -1346 And FAX907- 344 -7095

Feb - 24 -97 12: 18P

SUPER SPAN-'

Suer Spans Allowable Spw (R- fa)

Loads ( PSF )

10 Is 20 is SO 35 40 4S SOGasp COOMM

0'-0' Gaup

f 104 6. 7 75 67 61 Sd 34 5-0 44

35

33 VI80 74 6 -7 60 5- 6 54 4. 11 48 44 4. 5

66 46

f 13 - 1 104 9-2 84 74 7-0 66 62 540DS iAn 104 6. 30 8-0 73 7-0 6.7 W 6-1 5-10

DS JAM

f 133 1611 9. 6 84 74 74 68 6-4 6-0

20

73 V180 94 94 74 7-0 6.7 62 6-0 58 54

32 28

f 10- 10 8. 10 7.7 6 -10 62 5. 10 5-5 Sl 4 -10

2S 20

M 85 74 67 82 5 -10 54 54 5-1 4 -10

32 27

13. 7 11 -1 9.7 8.7 7. 10 7-2 6.10 65 61

5T

Z4 4D3Wf3Q

37

142 9. 10 611 8.2 7 -10 73 610 6.5 61

91 74

f 134 MT 98 7. 11 74 610 64 64

201 151

IBE lid 104 85 7. 10 73 611 67 83 61

Super spas Allowabte land ( IbaJR.9

Spm

3'-0' 3'4' 4'-0" 4' -6" S'- 0' S' -6" 8'-0s 8'fT.0" T4" 0'-0' Gaup Coodmn

1 123 90 ss 55 44 35 31 36 23 20 17

s3 EASO 123 90 66 46 34 25 20 IS 12 10 a

r 190 139 107 94 68 56 47 40 35 30 27

26DS JAM 190 139 107 94 66 56 47 37 30 24 20

f 198 146 112 9 71 59 50 48 36 32 28

TS 146 112 go 68 51 39 31 2S 20 17

95 72 S7 46 38 32 27 24 21 is

SS 72 5T 46 95 37 31 17 14 11

f 201 ISO 115 91 74 61 S1 44 38 33 29

u DS Vise 201 151 115 91 74 61 51 44 38 33 2T

f 209 153 117 93 75 62 52 M 98 33 29

IS VI80 202 153 117 93 75 9 52 43 34 28 23

Naeec Sk81 canWM to ASTV Grade C, 413 Lsi mininsom orld (34 pup), &WAM U46 Grade E. 604i minimum(26 940F). O Fsr wind',- ding, multiply dbxable bad wdnes by l.33 arasowabie span sa8ma b71. I5. O Cak" Wo b- sed on 1966 AM Specokot amssrnr0enga afCald•AWkdSwd.

2 MR SPANS OVER FEET. MME CONTACT YOUR ASC PACIFIC REMMITATWE.

M A iW Company

f -Load limited by flexural bending strewsL-Slaw ( lndws) Lh=. Load limited by deflection

33- Single span - 41 -- 4 TYP

Ds. rmuw apse .,

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or More 1_. L .....- L

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Project

Date


CFA C Tlo. 1 rgrfFCTU

CAl

4i8o CfaE A- uxc-4 i

41660-- (

AtLOW& BUE

oe = 30.7 Psf W> _A max. scees,

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PPS=. 30,7 4.s = / St) , God , ©K

N D _ . _ _ __ __ Yoic W i #

4. 2:5 = 43 ' r

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1104 .11996 L17: 5' 714- 524 - 1875 IR MILLER -- Pnr. pNr

I I

or

n.

PAGE 01

i

Nzi

4w 0

dti

el

44

im

i

VENT — k COUNTY FIRE DEPARTMENT395 WILLIS AVENUE

CAMARILLO. CA 93010805) 388 4262 —

OFFICIAL USE ONLY

BUSINESS NAMEIP#

BUS 2 NE S S PLANS2NGLE F1AC= L2Z'Y UNIT

FORM 3A

INSTRUCTIONS1. To avoid further action, this form must be returned by: 2. TYPE / PRINT YOUR ANSWERS IN ENGLISH. 3. Answer the questions below for THE FACILITY UNIT LISTED BELOW4. Be as BRIEF and CONCISE as possible.

FACILITY UNIT #: . 1" FACILITY UNIT NAME: TERMINAL DATA CORPORATION

SECTION 1: MITIGATION PREVENTION ABATEMENT PROCEDURES

1. THE FACILITY HAS A WRITTEN HAZARDOUS MATERIAL COMPLIANCE PLAN.

2. THE FACILITY HAS PROPERLY CONSTRUCTED- OUTSIDE HAZARDOUS MATERIAL

STORAGE.

3. HAZARDOUS MATERIALS ARE HANDLED / STORED ON A PLANNED BASIS.

4. PERSONNEL ARE TRAINED IN MATERIAL HANDLING.

5• CONTAINMENT AND CLEAN UP PLANS AND MATERIALS ARE IN PLACE.

6. A CLEAN UP CONTRACTOR IS ENGAGED AND MUTUALLY; INFORMED.

REFER TO HAZARDOUS MATERIAL COMPLIANCE PLAN IND SAFETY PLAN

SECTION 2: NOTIFICATION AND EVACUATION PROCEDURES AT THIS UNIT ONLY

I. NOTIFY SAFETY / HAZARDOUS MATERIAL RESPONSE INDIVIDUAL / TEAM. 2. RESPONSE TEAM PROCEEDE WITH CLEAN UP OR CONTAINMENT OF MATERIAL.

IF MAJOR INCIDENT OR FIRE, EVACUATE FACILITY AS PLANNED.

3. NOTIFY HAZARDOUS RESPONSE CONTRACTOR OR FIRE DEPARTMENT DEPENDINGON NATURE OF EMERGENCY.

4. IF EVACUATION IS REQUIRED BE SURE ALL PERSONNEL ARRIVE AT THETWO EVACUATION GATHERING AREAS.

5. , COMPLETE EMERGENCY RESPONSE AND BE SURE THAT THE EMERGENCY ISCLEARED BEFORE RE- OCCUPYING.

VCFD No. 403 PAGE 1 of 3

3/ 87

0

SECTION 3: HAZARDOUS MATERIALS FOR THIS UNIT ONLY

A. Does this Facility Unit contain Hazardous Materials ?...... XES NO

If YES, see B. If NO, continue with SECTION 4.

B. Are any of the hazardous materials a bona fide Trade Secret YES NO

If No, complete a separate hazardous materials inventoryform marked: NON - TRADE SECRETS ONLY ( white form 4A).

If Yes, complete a hazardous materials inventory form marked: TRADE SECRETS ONLY ( yellow form 4) for those that are trade

secrets and NON - TRADE SECRETS ONLY ( white form 4A) for thosethat are not trade secrets..

SECTION 4: PRIVATE FIRE PROTECTION

1. FIRE PROTECTION CONT. - - - GUARDIAN SPRINKLERS

WILLIAMS SECURITY / ALARMSSMOKE

WATER FLOW

TAMPER i

U. L. APPROVED CENTRAL)

2. BUILDING FULLY SPRINKLERED

3• FIRE EXTINGUISHERS - 60 UNITS, A. B. C.

4, FIRE ALARM SYSTEMS - SMOKE, WATER FLOW, TAMPER. REPORTED TOCENTRAL U. L. STATION.

5. PRIVATE RESPONSE TEAMS - LEAD PERSONNEL TRAINED FOR FIRE EX-

TINGUISHER AND FIRE HOSE USE.

SECTION 5: LOCATION OF WATER SUPPLY FOR USE BY EMERGENCY RESPONDERS

1.- TWO FIRE HYDRANTS ON EAST SIDE OF BUILDING.

2. FIRE DEPARTMENT CONNECTION: NORTHWEST PROPERTY CORNER AT OS& Y

VALVE. I

VCFD No. 403

3/ 87

PAGE 2 of 3

jk

I

SECTION 6:

LOCATION OF UTILITY SHUT -OFFS AT THIS UNIT ONLY. A. NAT. GAS / PROPANE; I

I

SOUTHEAST CORNER OF BUILDING ( OUTS[ D, E)

ii

B. ELECTRICAL:

i,

EAST SIDE OF BUILDING. CENTRAL LOCATION NEAJ; LARGE TRANSFORMER ANDSHIPPING DRIVEWAY. I

C. WATER:

NORTHWEST PROPERTY CORNER NEAR OS& Y VALVE. ( CITY VALVE)

NORTHWEST CORNER OF BUILDING ( INSIDE)

D. SPECIAL:

i

E. LOCK BOX: YES / NO IF YES, LOCATION: i'

IF YES, SITE PLANS? YE / NO MSDSS? OFLOOR PLANS? YE / NO iCEyS? Yu /( D

N

NO

I

VCFD No. 403PAGE 3 of 3

3/ 87

vrlN'PURA COuL,41' Y F' 1ftE DEPARTMENT395 VILLI5 AVENUE -

CAM_ARILLO, CA 93010805) 388 - 4262

OFFICIAL USE ONLY 1D# —

HAZARD CLASS

BUSINESS NAME) SPECIAL HAZARD

riP.LARDOU S MATERIAL SBUS S NE S S PLAN AS A WHQLE

FORM 2 A

INSTRUCTIONS:

1. To avoid further action, return this form by2. TYPE / PRINT ANSWERS IN ENGLISH. 3. Answer the questions below for the business as a whole. 4. Be as brief and concise as possible.

SECTION 1: BUSINESS IDENTIFICATION DATA

A. BUSINESS NAME; TERMINAL DATA CORPORATIONB. LOCATION / STREET ADDRESS: 5 89 8 Condor Drive

CITY: Moorpark, Ca., ZIP: 9 3065 BUS. PHONE: ( 805) 529 - 1500

SECTION 2: EMERGENCY NOTIFICATIONS

In case of an emergency involving the release or threatened release ofa hazardous material, call 911 and 1- 800 - 852 - 7550 or 1- 916 - 427 - 4341. This will notify your local fire department and the State Office ofEmergency Services as required by law.

EMPLOYEES TO NOTIFY IN CASE OF EMERGENCY: NAME AND TITLE DURING BUS. HRS. AFTER BUS. HRS. A Raou 1 de la Torre - Facilities Ph# 529- 1500 Ph# 526 - 5502B Tom Hou ston - Mg r. / Mfg , Ph# 529 - 1500 Ph# 581- 5222

SECTION 3: LOCATION OF UTILITY SHUT -OFFS FOR BUSINESS AS A WHOLEA. NAT. GAS / PROPANE: SOUTHWEST CORNER

B. ELECTRICAL: REAR CENTER

C. WATER: NORTHEAST CORNER

D. SPECIAL• N. A

E. LOCK BOX: YES / NO IF YES, LOCATION:

IF YES, SITE PLANS? YES / NO MSDSs? YES / NO

FLOOR PLANS? YES / NO KEYS? YES / NO

VCFD No. 401 OVER - 3/ 87

SECTION 4: PRIVATE RESPONSE TEAM FOR BUSINESS AS A WHOLE

VENTURA PETROLEUM COMPANY

80 5) 64 7- 349 5

SECTION 5: LOCAL EMERGENCY MEDICAL ASSISTANCE FOR YOUR BUSINESS AS A WHOLE

SIMI URGENT CARE

80 5) 526- 1755

540 E. Los Ang ales Ave. Simi Valley „ Ca., 93065

SECTION 6: EMPLOYEE TRAINING

EMPLOYERS ARE REQUIRED TO HAVE A PROGRAM WHICH PROVIDES EMPLOYEES WITHINITIAL AND REFRESHER TRAINING IN THE FOLLOWING AREAS.

I, , certify that the above information isaccurate. I understand that this information will be used to fulfill myfirm' s obligations under the new California Health and Safety code onHazardous Materials ( Div. 20 Chptr 6. 95 Sec. 25500 Et Al.) and that

inaccurate information constitutes perjury.

signature

VCFD 4013/ 87

title date

INITIAL REFRESHER

CIRCLE( YE OR NO

A. METHODS FOR SAFE HANDLING OF HAZARDOUSMATERIALS: .......................................

YES NO YE NO

B. PROCEDURES FOR COORDINATING ACTIVITIESWITH RESPONSE AGENCIES: ..........................

YES NO YE NO

C. PROPER USE OF SAFETY EQUIPMENT: .................. NO YES NO

D. EMERGENCY EVACUATION PROCEDURES:................. a NO YE NO

E. DO YOU MAINTAIN EMPLOYEE TRAINING RECORDS:....... NO YES NO

I, , certify that the above information isaccurate. I understand that this information will be used to fulfill my

firm' s obligations under the new California Health and Safety code onHazardous Materials ( Div. 20 Chptr 6. 95 Sec. 25500 Et Al.) and that

inaccurate information constitutes perjury.

signature

VCFD 4013/ 87

title date

TDC. has made arrangements with Ventura Petroleum Services,' Inc. to provide

24 hour cleanup and disposal services in the event of an accident.

TDC has also made every effort to make arrangements with state emergencyresponse agencies by sending copies of the contingency plan to theappropriate officials.

State and local agencies are immediately apprised of any acm* xutnents tothe contingency plan. Certified letters docwY enting cc mau ication withthese agencies are available.

C O N T I N G E N C Y P L A N

CONPINGENCY PLAN FOR TDC

5898 Condor Drive

Moorpark, Ca., 93021

Telephone: ( 805) 529 -1500

EPA ID# CA0981583966

Emergency Telephone Numbers

Moorpark Fire Department

522 -1122

State Emergency Phone: Region 9

415 - 974 -7841

Moorpark/ Ventura "Sheriff

527 -6611

National Response Center:

800) 424 -8802

Ventura Petroleum Services Inc. - 805 647 - 3495

P. O. Box 6812

Ventura, Ca., 93006

Emergency Spill Cleanup & Pining) Oils & Waste Removal /Recycle)

Rho -Chen - 213 776 -6233

425 Isis Avenue

Inglewood, Ca., 90301

Degreasers and Flanuables Removal and Recycle)

COPIES OF THIS PLAN ARE ON FILE IN THE EX[nnIVE OFFICE, THE FACILITIES

OFFICE, THE SECURITY OFFICE AND IN THE LOCATICNS INDICATED IN FIGURE ONE

4

CONTINGENCY PLAN FOR TDC

5898 Condor Drive

Moorpark, Ca., 93021

Telephone: ( 805) 529 -1500

I. INPRODUCHON

TDC manufactures document imaging, storage and retrieval for the equipmentindustries with a high volume document storage and retrieval equipment. The

firm employs 300 people and operates 9 -5, Monday to Friday with reduced week - en& activity.

The company is situated in a Research /Industrial Park in Moorpark. The

industries bordering TDC are approximately 100 yards away. At present, neither

company handles large quantities of materials /waste. A paved loading zoneand parking lot at the rear of the building extend 50 yards back to theperimeter of the property where a 10 - foot, chain -link fence separates companyland from a regional wilderness park.

Production processes at the TDC plant generate small amounts of different

hazardous wastes. These include photogtaphic wastes, which are regulated

as toxic hazardous wastes, and solvent wastes, spent thinners, and spent

degreasing cleaners, oils and coolants, which are all flammable wastesclassified as hazardous under the Resource Conservation and Recovery Act.

II. FACILITY LAYOUP ( See Figure 1.)

All waste materials are stored in separate, contained and locked areas outside

of the building. The facility' s waste storage areas typically contain from 2 -3drums. The waste -drum storage areas, shown in Figure 1 are separated from

the rest of the building by 20- 40 yards and are in cement bunkers with lockableenclosures. The enclosures are closed and locked at the end of each working day. Entry into the areas are limited to authorized personnel.

The waste /storage areas are situated on concrete pads with twelve -inch con-

crete berms to prevent leakage to the drain systems in the event of a spill. All

containers are stored on raised four -inch pallets and may be stored one or twodrums high. Damns are grounded, and no -spark bung wrenches are used in openingand' closing. Both the design of the areas and the way chemicals are storedare in compliance with all current fire code regulations.

Alarms are located in appropriate locations throughout the facility. Emergencyequipment is stored in cabinets in close proximity to the waste /storage areas. Evacuation routes are indicated by arrows on the site /evacuation drawings.

III. EMERGENCIES PLANNED FORThis plan is intended to deal with three basic types of emergencies:

FIRE: Some of the hazardous wastes managed at this facility are ignitable. A

frion the premises could become more serious or could result in an explosionor release of toxic substances if the heat or flame of a fire reached thesewastes. This is why the storage areas for materials and wastes are located outsideof the building. Only small amounts of any hazardous materials are located inside the building.

FLOOD: Runoff from a flood overflowing into the container storage area couldcarry toxic constituents to nearby streams or aquifers. We' are above the

500 year flood plan so this is a very remote possibility.

DISCHARGE: A spill could present a threat of exposure or contamination to

facility personnel, while a large -scale discharge could resµlt in therelease of toxic constituents to the environment.

In the event of an emergency, the local fire and police departments and thehospital are all located within four miles, approximately 10 minutes ofdriving, of TDC.

IV. ENVIRONMENrAL RESPONSE TEAM

Emergency Coordinator -- ( and alternates) to be contacted immediately in theevent of an accident. This person will be responsible for notifying appropriate emergency response authorities, directing emergency response procedures, and determining if a facility evacuation is necessary.

Mr. Gary Vettel751 Viewcrest Dr.

Ventura, Ca., 93003

or Mr. Ton Houston

3279 E. Grafton St.

Simi, Ca., 93063

Director of Human Resources

Hcme: 805 963 -3553

Work: 805 529 -1500 Ext. 242

Manufacturing Engineering ManagerHone: 805 581 -5222Work: 805 529 -1500 Ext. 105

Alternate Emergency Coordinators -- will assume all the respnsibilities of

the emergency coordinator when the primary coordinator is unable to performhis duties.

Mr. Steve Kaplan OR

1534 Ysrella St.

Simi, Ca., 93065

Hare: 805 584 -1042Work: 805 529 -1500 Ext. 400

Mr. Raoul de la Torre1662 Alexander St.

Simi, Ca., 93065

Hone: 805 526 -5502

Work: 805 529 -1500 Ext. 408

Employees handling hazardous waste receive training in the day - todaymanagement of hazardous waste and in such emergency response actions as basicfirefighting, use of personal protective equipment, and procedures to mitigateemergencies. These workers are the only employees, along with the primaryand alternate emergency coordinator, to handle hazardous waste and /or respondto hazardous waste incidents.

The following anployees shall be mobilized to carry out emergency actionsas the coordinator so designates.

Refer to the list on the next page)

V. EMEICENCY RESPONSE EQUIPMENP

TDC maintains emergency response equipment, contingency plans, and first aidkits in the facility in the areas marked on the site map ( see Figure 1). This

equipment includes the following: 1. Fire prevention equipment - stored on walls.

50 ABC fire extinguishers, fire hose in stockroom, and a fullysprinklered building.

2. Protective Equipment - stored in the cabinets.

1 self - contained breathing apparatus1 organic vapor respirator

4 oxygen respirators

3. Cleanup Equipment - in the waste storage area.

10 100 pound bags of absorbent material

2 plastic shovels

3 brooms

1 plastic swimming pool with hose, for decontamination

4. Health /Safety Equipmenteye washes

5. Communication Equipment

intercom system

alarm system ( fire -both smoke detectors and water flaw)

radio systems ( Facilities and Security)

VI. EMERG3ECICY PROCEDURES

All employees who handle, or are potentially exposed to, hazardous materials/ waste receive general emergency response training. Workers who handle hazardous waste - presently, ten of them - receive annual RCRA training, at whichtime specific individual responsibilities under the contingency plan arediscussed.

Figures 2, 3, and 4 are " decision trees," which illustrate the general pro-

cedures that workers and the Emergency Coordinator should follow in the eventof a fire, flood, or spill.

VII. REPOKPING OBLIGATIONS

To the extent possible, the Emergency Coordinator shall mare a contempor- aneous record of all significant emergency events and of the actions takenin response.

Within three working days of any emergency requiring implementation of thisplan, the Emergency Coordinator shall make a full written report to TDCdescribing the incident in detail, as well as all actions taken in response.

Within 15 days after the incident, the Emergency Coordintor must submit awritten report to the appropriate state agency and the Regional Administratorproviding such information as the following-.

Name, address and phone number of the facility and the owner /operatorDate, time and type of incident

Type and quantity of material involved in the accidentPotential harm to human health and the environment, including the extentof any injuriesEstimated quantity and method of disposal of wastes resulting fromthe incident.

1/ 741 @_ Ny ' C 31101 , 1

Emergency preparedness inspections are standard operating procedures at TDC. Inspections minimize the possibility of a fire explosion, or flood, and provideassurance that emergency response equipment will be operable at the time of anaccident. The following checklist inspections will be performed on a routinebasis:

Daily1. Check access clearance to fire exits.

2. Check storage roan:

Are bungs tight?

Are grounds attached?

Any spills? Incompatibles kept separate?

3. Check proper use of no- smoking areas. 4. Check eye protection and respiratory devices for general cleanliness. 5. Check ventilation system.

6. Check monitoring equipment. 7. Check that adequate aisle space is maintained.

weekly1. Check sprinkler clearance.

2. Check drum storage:

Rust?

Dents?

Safe Stacking? 3. Are all containers locked?

4. Check supply of absorbents. 5. Check alarm /co maanication system.

Monthly1. Check condition of eye wash stations.

2. Check hazardous waste labels, posting signs, and no- sinkingsigns.

3. Check fire extinguishers.

4. check respirators.

5. Check spill control and decontamination equipment.

Semiannually1. Fire Drill.

2. Check generators, boilers, furnaces.

3. Review emergency response procedures with emergency response team. 4. Test fire alarm system.

Annually1. Facility audit. 2. RCRA training.

IX. COMMUNICATION WITH LOCAL ALYMORITIES

TDC has made every effort to inform local fire, police, and medicalauthorities of the potential hazards that exist at the facility, andof the existence of a facility contingency plan. TDC has invited local

agencies to participate in the develcpnent of this contingency plan, andhas sent the plan to local emergency response groups.

VENTURA COUNT'y FIRE PROTECTION DISTRICTINVOICE

INVOICE NUMBER

HM - 90169

BILL TO: TERMINAL DATA CORPORATION ( T D C REMIT TO:

Ventura County Fire Protection District5898 CONDOR DR 395 Willis Avenue

MOORPARK, CA 93021Camarillo, CA 93010 -8598

Attention: Accounting805) 388 -4267

07/ 29/ 88 I I HAZARDOUS MATERIALS BUREAU

BUSINESS LOCATED AT: 5898 CONDOR DR

PLEASE INCLUDE BUSINESS I. D. NUMBER 001626 WITH PAYMENTHAZARDOUS MATERIALS REVIEW DATE 07/ 21/ 88

HAZARDOUS MATERIALS FEE I $ 280. 00

This invoice is for fees adopted by the Ventura CountyBoard Of Supervisors and is required for implementation of state laws outlined in the Health and SafetyCode ( SEC. 25500 and following) for businesses handlinghazardous materials or in conjunction with Article 4of the Uniform Fire Code.

TOTAL DUE I

TERMS: DUE UPON PRESENTATION • — Z2

FOR QUESTIONS REGARDING THIS INVOICE, PLEASE CONTACTFire Department Accounting 4321

Extension

FIRE PROTECTION

vCF0-§ 7- Q0W3 Mew. 2 /87) 1 Your Best Buy

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714 577 8064

SEP - 27 - 1996 09: 04 , s4CILITY BUILDERS & ERECT 714 577 8064 P. 03iO4

Earth Systems Consultants1731 -A Waller Street

i Southern California Ventura. CA 93003so$) 642. 6727

FAX ( 805) 642- 1325

September 26, 1996SS-13997-V2

969164

Susan AnthonyFacility Builders and Erectors2903 Saturn Street, Suite CBrea, California 92821

Project: Tract 3492, Lots 9 and 10Moorpark, California

Subject: Update of Geotechnical Engineering ReportsReferences: 1. Soil Engineering Report , Proposed Commercial Building,

Tract 3492, Lots 9 and 10 in the Moorpark Area of VenturaCounty, California. Report No. 84 -1 -117, File B-13997-V1, Buena Engineers, Inc. (row known as Earth SystemsConsultants Southern California), January 16, 1984.

2. Final Report of Field Density Testing of Rough Grading, Tract 3492, Lots 9 and 10. Report No. 84-4 -179, File B-113997-VI, Buena Engineers, Inc., April IL 1984.

S. Drawings S -2.1, Foundation Plan North; S-2.2, Foundation PlanSouth; and S-2.3, Foundation Details; Tenant Improvements forSeagate Technology, J. R Miller & Associates, Inc., September

20, 1996.

It is presently proposed to remodel the interior of the existing building on Lots 9and 10 of Tract 3492 in Moorpark. New mezzanines are to be added that willrequire 16 new footings 2.5 to 6. 5 feet square, enlarging 2 existing footings, andconstructing 2 new grade beams 2 to 3 feet wide. The project plans indicate thatthe footings were designed for an allowable bearing value of 2, 100 psf. Thereferenced geote6nicai engineering and grading reports were prepared for theoriginal construction. The purpose of this report is to update these reports for theproposed construction.

Grading of this site when the tract was developed in circa 1982 involved cuttingdown a ridge and filling about its perimeter in the vicinity of Lots 9 and 10. Cutnear the front and back of the building was about 30 feet and 15 feet, respectively. Fill was placed at each end of the building. At the southeast end of the buildingin Lot 9) about 20 feet of fill was placed and at the west and of the building (in Lot10) about 6 feet of fill was placed. Lot 10 was graded to be about 5 feet higher thanLot 9. When the existing building was constructed in 1984, the lots were regraded

SEP -27 -1996 07236 18056421325 99% P. 02

714 577 8064

SEP - 27 -1996 09: 04 FACILITY BUILDERS & ERECT 714 577 8064 P. 04iO4

September 2(i, Iwo 96.9 -104

to create a single level pad. We believe that additional cutting and filling on thetwo lots was on the order a few feet deep. in addition, the foundation areaswere undercut so that the footings would bear on fill. On September 26, 1996, the writer visited the project site to observe the existingconditions in the area of the proposed footings. The areas of the new footings areintact concrete slabs that show oSins f distgsss; nor was any distress noted atthe existing columns or at the Perimeter

In addition to the site visit, the referenced reports and sheets 5 -2. 1, 2.2, and 2.3 ofthe project plans were reviewed. The plans indicate that all the footings will bebottomed 3 feet below the top- of-slab. It is likely that some of the new footing willbear onto fill and others onto native

soil. We have estimates that settlement of

these new footings on either type of soil will be about 712 -inch. Based on our observations and

review the referenced reportsconstruction.

plas, we

conclude that the reports are appropriateupdate will remain valid for 1 year from the date of this letter. Foundation excavations should be observed

representative of the Geotechnicalby a

Engineer. Soft spots could require deepening or recompaction of footingexcavation bottoms.

Respectfully submitted, Eartb Systems Consultants Southern California

Richarard

Geotechnical Engineer

andCopies!

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EARTH SYSTEMS CONSULTANTS

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J. R. MILLER & ASSOCIATES, INC.

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ARCHITECTS & ENGINEERS

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3020 SATURN ST. SUITE 100

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BREA, CA 92621

Shears... @Right

714) 524 -1870 FAX:(714) 524.1875

411 93

STEEL BEAM DESIGN Date: 09125196

@ Right

Page:

1907 - SEAGATE EQUIP. MEZZANINE ( BEAM NO.

Deflection.. @ Center

28)

ENGINEER: M. CARDOSO FILENAME: 1907BM28BEAM DATA

Center Span Length - 30.83 ft AISC SectionLeft CantileverSTEEL SECTION DATA

w24x550. 00 ft Section DepthRight Cantilever - 0. 00 ft Web Thickness - 23. 57 in Ixx

0. 00 ft

Unbraced Length3.00 ft Section Width _- Beam Wt. is ADDED To applied loads

0.395 in lyy - 7.01 in

1350.00 in429. 10 in4

Flange ThicknessLive Load Not Acting with Short Term - Section AreaSxx

0. 505 in Syy 114. 55 in3Fy _ - Load Duration Factor _ 36 ksi Section Weight -

100

16. 20 in2 r: xx

55. 00 X r: yy

8. 31 in39. 129 in

rT, y - Beam End FixityY Pin :Pin 1. 68 in 1. 340 in

APPLIED LOADSDead Load - 9.30 k 7. 75 k 8. 76 Ir Concentrated LoadsLive Load

7. 59 k 7.60 k 8.43 kDistance To Load - 1. 75 It 8. 75 It 20. 33 It

Dead Load - 0. 05 klft Uniform Loads

Live Load - 0. 10 klftDistance 7o Start 0. 00 ft 0. 00 ftDistance To End -

30.83 ft 30.83 ftSUMMARYUSING w24x55, Max Stress Ratio - 86.96 %, Min Oefl. Rati o - q, SUU

Maximums... Actual Allowable TABULAR SUMMARY OF LOAD COMBINATIONSMoment - 197. 2 226.8 k -ft Dead Load + Loads Placed as followsStress - 20.66 23. 76 ksiShear - 35.94 134.07 k

Placed DL LL LL + ST LLfor Max Only @Cntr @CntrLL + ST

Stress - 3.86 14.40 ksi Moments.. M+ Deflection - . 0. 898 @Center - @Cants

197.2 100.8 197 2

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19' 81 10. 12 19. 81 0.00 0. 00 0.00 k0. 898 - 0. 460 . 0. 898 - 0.460 0.000 0.000 in0.000 0.000 0.000 0. 000 0. 000 0.000 in0.000 0.000 0.000 0.000 0. 000 0. 000 in0.000 0. 000 0. 000 0.000 0.000 in35.94 18.92 35.94 18. 92 0. 00 0. 00 k19. 81 10. 12 19. 81 10. 12 0.00 0.00 k

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TENANTIMPROVEMENTFOR:

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5898

CONDORDRIVE

MOORPARK, CA.

93021

SHEETTITLE: DETALS

CONSTRUCTIONDESIGN

MANAGEMENT

FACILITYBUILDERS & ERECTORS,

2903

Saturn

Street,

SuiteC

BREA,

CA.

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and

no

partthereof

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usedin

connectionwithanyworkor

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5898

CONDORDRIVE

MOORPARK, CA.

93021

SHEETTITLE: DETALS

CONSTRUCTIONDESIGN

MANAGEMENT

FACILITYBUILDERS & ERECTORS,

2903

Saturn

Street,

SuiteC

BREA,

CA.

92821

Phone714)577-

8060

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drawings, specifications,

ideas, designsand

arrangementsrepresented

thereby

are

and

shallremain

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propertyof

J.R.

Miller &

Associates, Inc.

and

no

partthereof

shallbe

copied, disclosedto

others, or

usedin

connectionwithanyworkor

contactwith

thesedrawingsor

specificationsshallconstituteconclusive

evidenceof

acceptanceof

theserestrictions.

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City of Moorpark - Associates Equity Funds

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