HomeMy WebLinkAbout2293 COSMOS CT; ; CB012401; Permit08-10-2001
City of Carlsbad
1635 Faraday Av Carlsbad, CA 92008
Commercial/Industrial Permit Permit No
Building Inspection Request Line (760) 602-2725
CB012401
Job Address
Permit Type
Parcel No
Valuation
Occupancy Group
Project Title
08/07/2001
2293 COSMOS CT CBAD
Tl Sub Type
2130504500 Lot*
$22,000 00 Construction Type
Reference #
OCEANSIDE GLASS TILE COMPANY
INSTALL PALLET RACK SYSTEM
INDUST
0
NEW
Status
Applied
Entered By
Applicant
CHAPMAN CHRIS
3036 VICTORIA LANE
ALPINE CA 91901
619-778-0090
Issued
Inspect Area
Owner
AXIOM AIRPORT PARTNERS L P
C/O CHRIS PISARIK
3039 CRESTA WAY 7Q05 08/10/01
LAG UN A BEACH CA 92651
ISSUED
07/17/2001
JM
Plan Approved
08/10/2001
0002 01
CGP
02
196-71
Total Fees $321 57 Total Payments To Date $124 86 Balance Due $19671
Building Permit
Add'l Building Permit Fee
Plan Check
Add'l Plan Check Fee
Plan Check Discount
Strong Motion Fee
Park Fee
LFM Fee
Bridge Fee
BTD #2 Fee
BTD #3 Fee
Renewal Fee
Add'l Renewal Fee
Other Building Fee
Pot Water Con Fee
Meter Size
Add'l Pot Water Con Fee
Reel Water Con Fee
$19209 Meter Size
$0 00 Add'l Reel Water Con Fee
$12486 Meter Fee
$0 00 SDCWA Fee
$0 00 CFD Payoff Fee
$4 62 PFF
$0 00 PFF (CFD Fund)
$0 00 License Tax
$0 00 License Tax (CFD Fund)
$0 00 Traffic Impact Fee
$0 00 Traffic Impact (CFD Fund)
$0 00 PLUMBING TOTAL
$0 00 ELECTRICAL TOTAL
$0 00 MECHANICAL TOTAL
$0 00 Master Drainage Fee
Sewer Fee
$0 00 Redev Parking Fee
$0 00 Additional Fees
TOTAL PERMIT FEES
$000
$000
$000
$000
$000
$000
$000
$000
$000
$000
$000
$000
$000
$000
$000
$000
$000
$321 57
Inspector
FINAL APPROVAL
Date Clearance
NOTICE Please take NOTICE that approval of your project includes the Imposition of fees dedications reservations or other exactions hereafter collectively
referred to as lees/exactions You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them, you must
follow the protest procedures set forth in Government Code Section 66020(a) and file the protest and any other required information with the City Manager for
processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack
review set aside void or annul theinmposition
You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy
changes nor planning zoning grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any
fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired
PERMIT APPLICATION
CITY OF CARLSBAD BUILDING DEPARTMENT
1635 Faraday Ave , Carlsbad, CA 92008
1 PROJECT INFORMATIONF3 3*13 G
FOR OFFICE USE ONLY
PLAN CHECfchNO
EST VAL
Plan Ck Deposit-^—
Validated By
Date
X~V 1 \ f* \ \lI ><LrAr-iS»d<L-C2\<\5sSA.\
Address (include Bldg/Suite #)
e.a.
Business Name (at this address)
gal Description
43050 MS OQ Lot No Subdivision Name/Number Unit No Phase No Total # of units
sessor s Parcel Existing Use 482aos3Mlfee'/01 0002 01 02
CGF"
Description of Work
CONTACT PERSON (if different from applicantj I" ^ Ii « /^\ ..... 303L \JnJ
SQ FT #of Stories # of Bedrooms # of Bathrooms
U
Name * Address
3 APPLICANT D Contractor D.Agent for Contractor
ity State/Zip Telephone #Fax #
JSj Agent f or Owner
Name Address City State/Zip Telephone #
PROPERTY PWNER
yv/i
Name Address * ^ City State/Zip Telephone #
5 CONTRACTOR COMPANY NAMETi1 r F" .-dK" '•" :S. I
(Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct alter improve demolish or repair any structure prior to its
issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor s License Law
(Chapter 9 commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom and the basis for the alleged
exemption Any violation of Section 7031 5 by any applicant^for apprmit subjects the applicant to ajjivil penalty of not more than five hungered dollars [$500])
Name
.State License #l£3
1 Address
License Class Qo? M ~ \
City State/Zip
VA YfgAuiiJjSCity Business License tt
Telephone #
!/Zip TelephoneDesigner Name ~ ""* ~"J Address City State,
State License # v^JJxO O o«j( n
:6 'WORKERS COMPENSATION , " ''" ,.;-fP , , ~k
Workers Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations
D 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 issued
^ I have and will maintain workers compensation as required by Section 3700 of the Labor Code for the performance of the work for which this permit is
issued My worker s compensation insurance carrier and policy number are
Insurance Company LiJ<S/)a ~'Cr3C\T yvyoywy.! FlS^f'"**-^- Policy No I Ljff ol lOOoQl Expiration Date O"
(THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS)
|~| CERTIFICATE OF EXEMPTION I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as
to become subject to the Workers Compensation Laws of California
WARNING Failure to secure workers compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to one hundred
thousand doMgrsSJIOO OOflT>naddition to the cost of compensation damages as provided for in Section 3706 of the Labor code interest and attorney s fees
SIGNATURE(_\JL^. v~yXc^~~~—^ DATE 1 ~ IU-^ 0 [
7 OWNER BUILDER DECLARATION ~^T'~^' jF "j-w. ;
I hereby affirm that I am exempt from the Contractor s License Law for the following reason
[~1 I as owner of the property or my employees with wages as their sole compensation will do the work and the structure is not intended or offered for sale
(Sec 7044 Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon and who does
such work himself or through his own employees provided that such improvements are not intended or offered for sale If however the building or improvement is
sold within one year of completion the owner builder will have the burden of proving that he did not build or improve for the purpose of sale)
1§^ I as owner of the property am exclusively contracting with licensed contractors to construct the project (Sec 7044 Business and Professions Code The
Contractor s License Law does not apply to an owner of property who builds or improves thereon and contracts for such projects with contractor(s) licensed
pursuant to the Contractor s License Law)
PI I am exempt under Section Business and Professions Code for this reason
1
2
3
I personally plan to provide the major labor and materials for construction of the proposed property improvement I I YES
Mhave ) have not) signed an application for a building permit for the proposed work
I >rava contracted wittuthe following persojn (firm) to provide the proposed construction (include name / address / phone number / contractors license number)
4 I plan to provide portions of the work but I have hired the following person to coordinate supervise and provide the major work (include name / address / phone
number / contractors license number)
5 I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type
of work)
ed/ysPROPERTY OWNER SIGNATURI , .„ ., . , .
COMPLETE THIS SECTION FOR NONRESIDENTIAL BUILDINGI PERMITS ONLY ,i:iw L .^...,.
Is the applicant or future building occupant required to submit a business plan acutely hazardous materials registration form or risk management and prevention
program under Sections 25505 25533 or 25534 of the Presley Tanner Hazardous Substance Account Act? O YES l~l NO
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district' O YES l~l NO
Is the facility to be constructed within 1 000 feet of the outer boundary of a school site' d YES O NO
IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE
REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT
8 CONSTRUCTION LENDING AGENCY S4,; JV -
I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(0 Civil Code)
LENDER S NAME LENDER S ADDRESS
9 t APPLICANT CERTIFICATION : ' "::; . '^"" ; N "" °' " '" . :' ,;;:. ::;
I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all
City ordinances and State laws relating to building construction I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned
property for inspection purposes I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES
JUDGMENTS COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT
OSHA An OSHA permit is required for excavations over 5 0 deep and demolition or construction of structures over 3 stories in height
EXPIRATION Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work
authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned
at any time after the work is cornn^gnced for a^p^pjd of 180 days (Section 106 4 4 Uniform Building Code) —j
APPLICANT S SIGNATURE I UVuA I V*<XAl£=a=^ DATE ' "* \ IQ ~ (!) \
iWHITE File YELLOW Applicant PINK Finance
City of Carlsbad Bldg Inspection Request
For 08/13/2001
Permit# CB012401
Title OCEANSIDE GLASS TILE COMPANY
Description INSTALL PALLET RACK SYSTEM
Type Tl Sub Type INDUST
Job Address 2293 COSMOS CT
Suite Lot 0
Location
APPLICANT CHAPMAN CHRIS
Owner AXIOM AIRPORT PARTNERS L P
Remarks AM PLEASE - AS EARLY AS POSSIBLE (MOVING
Inspector Assignment
Phone 6197780090
Inspector
Total Time Requested By CHRIS
Entered By CHRISTINE
CD Description Act Comments
14 Frame/Steel/Boltmg/Weldmg
Associated PCRs
Inspection History
Date Description Act Insp Comments
EsGil Corporation
In Partnership witfi. government for 'Buikhng Safety
DATE 8/3/01 Q APPLICANT
JURISDICTION Carlsbad O-ptAN REVIEWER
a FILE
PLAN CHECK NO 01-2401 SET II
PROJECT ADDRESS 2293 Cosmos Court
PROJECT NAME Storage Racks for Oceanside Glasstile Company
The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes
XI The plans transmitted herewith will substantially comply with the jurisdiction's building codes
when minor deficiencies identified below are resolved and checked by building department staff
The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck
The check list transmitted herewith is for your information The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck
The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person
The applicant's copy of the check list has been sent to
X] Esgil Corporation staff did not advise the applicant that the plan check has been completed
Esgil Corporation staff did advise the applicant that the plan check has been completed
Person contacted Telephone #
Date contacted (by ) Fax # Y'^^
Mail Telephone Fax In Person f^\
REMARKS 1 Fire Department approval is required 2 Pfedesigner stated that the path of
travel from the handicapped parking space to the rack area and the bathrooms serving the rack
area comply with all the current disabled access requirements Please verify
By David Yao Enclosures
Esgil Corporation
D GA D MB D EJ D PC log trnsmtldot
9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 4 (858)560-1468 * Fax (858) 560-1576
EsGil Corporation
In ^Partnership with government for 'Buihfing Safety
DATE 7/27/01
JURISDICTION Carlsbad a PLAN REVIEWER
a FILE
PLAN CHECK NO 01-2401 SET I
PROJECT ADDRESS 2293 Cosmos Court
PROJECT NAME Storage Racks for Oceanside Glassstile Company
The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes
The plans transmitted herewith will substantially comply with the jurisdiction's building codes
when minor deficiencies identified below are resolved and checked by building department staff
The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck
1X1 The check list transmitted herewith is for your information The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck
The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person
XI The applicant's copy of the check list has been sent to
Chris Chapman 3036 Victoria Lane, Alpine, CA 92901
Esgil Corporation staff did not advise the applicant that the plan check has been completed
XI Esgil Corporation staff did advise the applicant that the plan check has been completed
Person contacted Chris Chapman Telephone # (619)778-0090
Date contacted llz^Gi (by ^ ) Fax # (619)562-9142
Mail Telephone •—Tax i^"ln Person
REMARKS
By David Yao Enclosures
Esgil Corporation
D GA D MB D EJ D PC 7/19 trnsmtldot
9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 «• Fax (858) 560-1576
Carlsbad 01-2401
7/27/O1
GENERAL PLAN CORRECTION LIST
JURISDICTION Carlsbad
PROJECT ADDRESS 2293 Cosmos Court
DATE PLAN RECEIVED BY
ESGIL CORPORATION 7/19
REVIEWED BY David Yao
PLAN CHECK NO O1-2401
DATE REVIEW COMPLETED
7/27/01
FOREWORD (PLEASE READ)
This plan review is limited to the technical requirements contained in the Uniform Building Code,
Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws
regulating energy conservation, noise attenuation and disabled access This plan review is
based on regulations enforced by the Building Department You may have other corrections
based on laws and ordinances enforced by the Planning Department, Engineering Department
or other departments
The following items listed need clarification, modification or change All items must be satisfied
before the plans will be in conformance with the cited codes and regulations Per Sec 106 4 3,
1997 Uniform Building Code, the approval of the plans does not permit the violation of any
state, county or city law
Please make all corrections on the original tracings, as requested in the correction list
Submit three sets of plans for commercial/industrial projects (two sets of plans for
residential projects) For expeditious processing, corrected sets can be submitted in one of
two ways
1 Deliver all corrected sets of plans and calculations/reports directly to the City of
Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (760) 438-
1161 The City will route the plans to EsGil Corporation and the Carlsbad Planning,
Engineering and Fire Departments
2 Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320
Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468 Deliver all
remaining sets of plans and calculations/reports directly to the City of Carlsbad Building
Department for routing to their Planning, Engineering and Fire Departments
NOTE Plans that are submitted directly to EsGil Corporation only will not be
reviewed by the City Planning, Engineering and Fire Departments until review by EsGil
Corporation is complete
To facilitate recheckmg, please identify, next to each item, the sheet of the plans upon
which each correction on this sheet has been made and return this sheet with the
revised plans
Carlsbad 01-24O1
7/27/01
• Please indicate here if any changes have been made to the plans that are not a result of
corrections from this list If there are other changes, please briefly describe them and where
they are located on the plans Have changes been made not resulting from this list?
Q Yes Q No
Carlsbad 01-2401
7/27/O1
1 Only the storage racks are included in this plan review
2 Provide a statement on the Title Sheet of the plans that this project shall comply with
Title 24
3 Provide a note on the plans indicating if any hazardous materials will be stored and/or
used within the building which exceed the quantities listed in UBC Tables 3-D and 3-E
4 The tenant space and new and/or existing facilities serving the remodeled area must be
accessible to and functional for the physically disabled Title 24, Part 2
5 Obtain Fire Department approval for groups F, M and S occupancy storage per UBC
Sections 306 8, 309 8 and 311 8
6 Indicate the clearance from the new racks to the existing building walls and building
columns
7 Provide forklift protection per Section 2231 5
Recheck the "pallet" racks as follows
8 The beam calculation did not include the beam for type C rack Please check
9 Recheck all connections on sheet 2 as follows
a) The rivet bearing capacity is only dtFu = 0 406(0 0747)65 = 2 kips
b) Provide calculations for all beam to bracket weld capacities per Section 2330
(allowable weld stress is the member thickness times 26 ksi times 1 33, or the
weld stress, whichever is lower)
c) Check the bracket maximum weak axis moment
10 Indicate the safety pin size and verify it is adequate for the 1000# load
11 Recheck the base plate anchors as follows
a) Check the transverse seismic for overturning with only the top shelf loaded with
the force acting through the center of gravity of the top load per Section 2228
12 Provide calculations for the column weak axis bending plus axial for transverse seismic
loading The axial load is the maximum compression load at the base from vertical plus
seismic overturning The column moment will probably be maximum for the lateral load
from the base plate to the first diagonal brace (not only to the first horizontal member)
13 The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake
Drive, Suite 208, San Diego, California 92123, telephone number of 858/560-1468, to
perform the plan review for your project If you have any questions regarding these plan
review items, please contact David Yao at Esgil Corporation Thank you
Carlsbad 01-2401
7/27/01
VALUATION AND PLAN CHECK FEE
JURISDICTION Carlsbad PLAN CHECK NO 01-2401
PREPARED BY David Yao DATE 7/27/O1
BUILDING ADDRESS 2293 Cosmos Court
BUILDING OCCUPANCY TYPE OF CONSTRUCTION
BUILDING
PORTION
storage racks
Air Conditioning
Fire Sprinklers
TOTAL VALUE
Jurisdiction Code
AREA
(Sq Ft)
cb
RIHn Pprmit FPP hu Orrtinanrp ^F
Valuation
Multiplier
By Ordinance
Reg
Mod
per city
VALUE ($)
22,000
22,000
$19209
Plan Check Fee by Ordinance
Type of Review
I I Repetitive FeeT^Tl Repeats
Comments
Complete Review
D Other
i—| Hourly
D Structural Only
Hour*
Esgil Plan Review Fee
$12486
$107 57
Sheet 1 of 1
macvalue doc
PLANNING/ENGINEERING APPROVALS
PERMIT NUMBER CB Ol DATE •7 /a5/o/
ADDRESS
RESIDENTIAL
RESIDENTIAL ADDITION MINOR
«$10,000.00)
TENANT IMPROVEMENT
PLAZA CAMINO REAL
CARLSBAD COMPANY STORES
VILLAGE FAIRE
COMPLETE OFFICE BUILDING
OTHER
PLANNER DATE
ENGINEER DATE
Does/Misromu/Pianning Engineering Approvals
Carlsbad Fire Department 012401
1635 Faraday Ave
Carlsbad, CA 92008
Plan Review Requirements Category
Date of Report Q8/Q8/2001
Fire Prevention
(760) 602-4660
Building Plan
Reviewed by
Name
Address
0
Chris Chapman
3036 Victoria Lane
City, State Alpine CA 91901
Plan Checker
Job Name Oceanside Glasstile
Job# 012401
Job Address 2293 Cosmos Court
Bldg# CB012401
Ste orBldg No
Approved The item you have submitted for review has been approved The approval is
based on plans, information and / or specifications provided in your submittal,
therefore any changes to these items after this date, including field
modifications, must be reviewed by this office to insure continued conformance
with applicable codes and standards Please review carefully all comments
attached as failure to comply with instructions in this report can result in
suspension of permit to construct or install improvements
LJ Approved
Subject to
The item you have submitted for review has been approved subject to the
attached conditions The approval is based on plans, information and/or
specifications provided in your submittal Please review carefully all comments
attached, as failure to comply with instructions in this report can result in
suspension of permit to construct or install improvements Please resubmit to
this office the necessary plans and / or specifications required to indicate
compliance with applicable codes and standards
LJ Incomplete The item you have submitted for review is incomplete At this time, this office
cannot adequately conduct a review to determine compliance with the
applicable codes and / or standards Please review carefully all comments
attached Please resubmit the necessary plans and / or specifications to this
office for review and approval
Review
FD Job #
1 st 2n^ 3rrl
012401 FDFile#
Other Agenny in
BY -G OHANIAN
'DATE 7-'io-oi
SUBJECT
RACK DESIGN & ENGINEERING CO
3786 LA CRESCENTA AVE , SUITE 204
GLENDALE, CA 91208
TEL (818)957-2980 FAX (818)957-8603
SHEET NO 1
JOB NO RD-5931
STRUCTURAL CALCULATIONS OF
STORAGE RACKS FOR:
OCEANSIDE GLASSTILE
2293 COSMOS COURT
CARLSBAD, CA 92OO8
PER UBC 1997 EDITION
STORAGE RACKS CAPACITY
4000 # / LEVEL AT TYPE "A"
2000 # / LEVEL AT TYPE "B"
1000 # / LEVEL AT TYPE "C"
CALCS 1 THRU 7
DRAWINGS RD-5931
SH 1 & 2
BY G OHANIAN
DATE 7-10-01
SUBJECT
RACK DESIGN 8c ENGINEERING CO
3786 LA CRESCENTA AVE , SUITE 204
GLENDALE, CA 91208
TEL (818)957-2980 FAX (818)957-8603
SHEET NO 2
JOB NO RD-5931
FRONT VIEW "A"SIDE VIEW FRONT VIEW "B"SIDE VIEW
FRONT VIEW "C1 SIDE VIEW
4000 # / LEVEL + 25% IMPACT LOAD
2200 # / BEAM
X -___
00
*=»
t=007
- X
I 2 3/4 I
Sx=1 59
FY=50 KSI
= 30 8
S=R = 1 02<1 59
384xlxxE
H2_ = 62
180
BY G OHANIAN
DATE
SUBJECT
7-10-01
RACK DESIGN & ENGINEERING CO
3786 LA CRESCENTA AVE , SUITE 204
GLENDALE, CA 91208
TEL (818)957-2980 FAX (818)957-8603
SHEET NO
JOB NO RD-5931
SEISMIC DESIGN
4000 # / LEVEL
v= 2.5xCoxJ
Ca= 44xNa
Ca= 44x1= 44
UBC 1997 SEC 2222
1=1
R=5 6 LONGIT DIR (MOM CONN )
R=4 4 TRANSV DIR (BRACED)
Na = 1
W=D L +LL/2
LOAD PER COLUMN
TYPE "A" 4000 # / LEVEL
W=1
DL
v_ 2 5x 44x4
5 6x1 4
w_ 2 5x 44x4V~ 44x1 4
BASE SHEAR PER COLUMN LONGITUDANAL DIRECTION
BASE SHEAR PER COLUMN TRANSVERSE DIRECTION
V= 2x 73 =BASE SHEAR PER FRAME TRANSVERSE DIRECTION
LQNGIT. SEISMIC
23'
17
11
06
5 3
9 2
11 7
53'
9 2
11 7'
13 1
TYPE "B" 2000 I / LEVEL
W= 1 + -^- =4 1
D L ^ I L
VL=57
= 57Kx46-=131*
COL 2
TYPE "C" 1000 # / LEVEL
57 13 1
W= 1 + -^--L- =1 6
D L ^ LL
= 22K
M = 22Kx30"=6 6K
COL
BY G OHANIAN
DATE 7-10-01
SUBJECT
RACK DESIGN & ENGINEERING CO
3786 LA CRESCENTA AVE , SUITE 204
GLENDALE, CA 91208
TEL (818)957-2980 FAX (818)957-8603
SHEET NO 4
JOB NO RD-5931
c
C(
^
to
OLUMN ANALYSIS
DLUMN AT TYPE A" COLUMN AT TYPE "B*
1,
X -
3 { 4
1 " A= 78 FY=50KSI
!_,' lx = 1 19 ly= 92
x Sx= 80 Sy= 59
1=09
n rx=1 23 ry = 1 08JJ x y
r
3
j ^ A= 62
j] 5' lx=1 02
v Sx= 68
t=o? rx=1 26
KSI
Fy=50
ly= 87
Sy= 56
ry = 1 16
(TYPE B" COLUMN GOVERNS)
Kl _
KJ =
1 26 •= 38 1
52 _,, o= 4481 16
= SX Fb = 240
(fr
= 142 4
Fe>
Pn =F nxA = 28 3
MQX=SX Fb =204
Fn=Fy(1-
P0 = -0- = 1 4 70 1 92
KSI
COMBINED STRESS RATIO
MQX 147 204
BASE PLATE
ANCH TENSION
ANCHOR SHEAR =
131 -(41 x3") _
- ^ -
= 29
USE (2)-1/2"0 HILTI ANCH (ICBO #4627)
3 1/2" EMB (NO INSPECTION REQ'D)
DESIGNED FOR 1/2 STRESS
7 x5'x3/8"
BASE PLATE
BY G OHANIAN
DATE 7-10-01
SUBJECT
RACK DESIGN & ENGINEERING CO
3786 LA CRESCENTA AVE , SUITE 204
GLENDALE, CA 91208
TEL (818)957-2980 FAX (818)957-8603
SHEET NO
JOB NO RD-5931
COLUM
KI X -
M AT TYPE "C"
1 5/8
>J A= 43? " ^~^
1_| lx=54
x Sx=36
t=°7 a rx = 1 12J
FY=50KSI
ly= 17
Sy= 20
ry= 63
-^ = -52— = 28 6rx 112
_KI _ 40 _
63 = 63 5 Fe>)= 41 2 KSI
= SX F =108 Pn=FnxA = 177 ._P_n_=92K
1 92
COMBINED STRESS RATIO
P_+_M."^
1 6 . 6 6r92 108
1 6
BASE PLATE
ANCH TENSION = 0
ANCHOR SHEAR = 12
USE (l)-1/2"0 HILTI ANCH (ICBO #4627)
3 1/2" EMB (NO INSPECTION REQ'D)
DESIGNED FOR 1/2 STRESS
3'x3 5'x1/8
BASE PLATE
BY G OHANIAN
DATE 7-10-01
SUBJECT
RACK DESIGN & ENGINEERING CO
3786 LA CRESCENTA AVE . SUITE 204
GLENDALE, CA 91208
TEL (818)957-2980 FAX (818)957-8603
SHEET NO 6
JOB NO RD—5931
MOMENT AT BEAM CONNECTION
M
1
151+117
USE 2 PIN CONNECTOR
ALL LEVELS TYP
12 4
11 7
12 4
7/16"0 RIVET A= 095 Fy =79
Va - 095x79x 4 = 3 QK
KSI
13 1
M.
7/16 9 RIVET
ASTM A354-79
TH K=3/16
2 PIN CONNECTOR
Ma =3 0Kx4"x1 33 = 16 K
CONN
BY G OHANIAN
DATE 7-10-01
SUBJECT
RACK DESIGN & ENGINEERING CO
3786 LA CRESCENTA AVE , SUITE 204
GLENDALE, CA 91208
TEL (818)957-2980 FAX (818)957-8603
SHEET NO 7
JOB NO RD-5931
TRANSVERSE SEISMIC
(OVERTURNING)
MQT= 1 4 x192"x 5x1 15 = 154 6
MR = 4 1Kx42"= 172 2 K
NO UPLIFT
LOAD TO DIAGONAL
P = 1 4x 56_ _
42
FY=50
A= 31
rx=48
Q= 74
L= 56"
KSI
FQ = 112
Pn= 35
KSI
BOTH SIDES TYP>\
SEC A-A ^J
D
CHECK WELDS
1/8" WELD 1" LONG EACH SIDE (2" TOTAL)
2x 125x 707x70x 3 = 3 7 K
CHECK SLAB
SEC B-B
4100
121"
5' CONCRETE SLAB
2000 PSI CONC
1000 PSF SOIL
6" ,61'
121"
242"
= 4 1 4 1x144 = 590 4
V 590 4 =24 2
M=x1000x--x12 =15504
-_ 12x5 _.
'" ~6~"
PAGE 01
JMCJT DESIGN A ENGINEERING CO.
CRESCENTA A VE» SUITE 204
GLENDALE, CA. 9J208
TEL.- (81S) 9S7 2980
FAXi (SIS) 957 8603
FAX COVER SHEET
TO
COMPANY ----
FAX NO
FROM
DATE
NO OF PAGES INCLUDING COVER PAGE
SUBJECT ----- -
- 08/03/2001 08 25
BY* G OHANIAN
DATE $-\.Qi
SUBJECT
818-957-8503 RACK DESIGN PAGE 02
RACK DESIGN ENGINEERING CO
3786 LA CRESCENTA AVE. SUITE 204
GLENDALE, CA. siaoa
TEL (818)957-2980 FAX-(ei8)957-Q603
SHEET NO t
JOB NO
-\
/7/JV,
'
C ^
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- 08/03/2001 08 25 818-957-8603 RACK DESIGN PAGE 03
BY c OHANIAN RACK DESIGN & ENGINEERING CO. 2
DATE &-I -0\ 3786 LA CRESCENTA AVB . SUITE 204 5HEET N°
GLENDALE, CA 91308 JOB NO.
TEL (818)957-3980 FAX {818)957-8603
-. ,,
30 ^
- ^'
Oceanside Qlasstile
3235 Tyler Street
Carlsbad CA 92008
760-434-0051
760-4 34-0590-fax
August 8, 2001
City of Carlsbad
Planning Department
To Whom It May Concern
Chris Chapman of Toyota Lift Inc is authorized to pull permits
on behalf of Oceanside Glasstile Company Plan check #01-
2401 for Storage Racks at 2293 Cosmos Court in Carlsbad
Please contact me at 760-434-0051 ext 103 if there are any
questions
Sincerely,
John Marckx
Executive Vice President
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JUL-16-2001 0S.51P FROM TO 916195629142
PATRIOT RACK
INSTALLATIONS, INC.
Robie Mclntosh
1 175 Ranch Creek Rond Telephone (626) 332-4844
Covino. CA 91724 Toll Ptw Fax (S66) 421-0806
JUL-16-2081 02 52P FROM TO 916195629142 P. 3'4
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This policy Is not subject to cartc'ellefion by few fund eJ£opUipcn ten. dayj»',*dj/ance written notice to the employer
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COVINA fA 91724
JUL-16-2001 02 54P FROM TO 9161956S914S
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