HomeMy WebLinkAbout2747 LOKER AVE W; ; CB990778; PermitCity of Carlsbad
06/08/1999, Commercial/Industrial Permit Permit No: CB990778
Building Inspection Request Line (760) 438-3101
Job Address: 27 4 7 LOKER AV WEST CBAD
Permit Type: Tl Sub Type: INDUST
0
NEW
Parcel No: 2090811900 Lot#: Status: ISSUED
Valuation: $3,200.00 Construction Type: Applied: 02/26/1999
Occupancy Group: Reference #: Entered By: DT
Project Title: ASYMTEK Plan Approved: 06/08/1999
INSTALL PALLET RACK lssu<efl91 069ijfil8jst 9~1 01
Applicant:
ATLAS EQUIPMENT CO
7004 CAROLL RD
SAN DIEGO CA 92121
619-458-5800
Total Fees: $171.78
Building Permit
Add'I Building Permit Fee
Plan Check
Add'I Plan Check Fee
Plan Check Discount
Strong Motion Fee
Park Fee
LFM Fee
Bridge Fee
BTD #2 Fee
BTD #3 Fee
Renewal Fee
Add'I Renewal Fee
Other Building Fee
Pot. Water Con. Fee
Meter Size
Add'I Pot. Water Con. Fee
/
/
lnspector()j;;,_
Inspect Area: C-PRMT
Owner:
... -·-· CARLSB~Q OAKS LTD L P
. .--C/0 JEFFREY·C HAMANN
t;.:75:W BRADLEY):vE ~t 9/}JON Cl-\-~~020 ·,,
-.,_. _," , \ ~ , , / /; ' ; . ,..._ .
', ,-:~-:--·~-~;----~~'\~~:--~~ .... ~:... / /;;,'
$61.-08~ ·· ··. · ":c;:~~c!. W~Jer Con. F;ee(
$0.QQ >·, ·\Meter .Size . · _ : .
. J39i 7l9"i ·\ "'/~8a.'I Reci::~ater ,con. Fee
. -'$0.0~ • l :/~FP Payp~ F~~ / ·
·.,$0.000--..;·. \ 1,pF,F , 1 ·. ,,f ,_ "\ 'I. , r,,,,.;-. J ,
., $1.00. \..), '. ·~PFF(GFD Fund}
',$0.60 (Ljcens·e·Tax
> ·> $0.00 H:c,.,,;'.~l~ense Tax·(CFD Fund)
,~ ,. $0.00 ·-~. :Yraffic lmpa9t ~~e. · . ·
'' 1$0~,00 . 'TrafficJr:npact {CFD Fund)
~b'.0Q· · : _ , t:FfylZ T~ahsportatiop·Fee
$Cr.oo: : ~LIU,Ml;31N(3'TOTAL
$0.0.0 Et.:ECTRICAl::TOTAL
$70.oct-· MEeHANICAL TOT AL
. $0.00 Master Drainage Fee:
Sewer Fee:
$0.00 TOTAL PERMIT FEES
$132.08
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$171.78
FINAL A?_ROVAL
Date: ff· · f1 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 'fees/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 their imposition.
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 vou have previouslv been aiven a NOTICE similar to this or as to which the statute of limitations has previously otherwise expired.
CITY OF CARLSBAD
2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161
02
vt;;)_8c/--FOR OFFICE USE ONLY
PERM1T APPLICATION
CITY OF CARLSBAD BUILDING DEPARTMENT
2075 Las Palmas Dr., Carlsbad CA 92009
(760) 438-1161
PLAN CHECK NO. C:E97tJ778
EST. VAL. 3,z_oo
Plan Ck. Deposit ---'..__g"--9"""_~7_0 ___ _
Validated By ___ ~A~--r----
Date _____ --=-;z_,/'""--'2,'---G:,_/_'1~C,
Business Name (at this address) 1 Q.oo~
Proposed Use
Description o Work SQ. FT. #of Stories # of Bedrooms # of Bathrooms 'X.J-u(fP(l..L. Pf.}Cl..rvr f-./>rd'l.
-~;. 'qqfifA<ti'.P!iR~ioi. {itdiQe~iiffron,i applicant}: ...
Name Address City
~-APP!:-!C~NT ·,~Qop~r'~c;tqr _;_ CJ Agent for Contrilctor.·· 'Uownet __ ·JO Agent f1;ir-Qwn~I';
State/Zip Telephone# Fax#
Name /4,\Ai (=G.v1{'. Czi. Address
:4; -. P.13ij~R~f'r~!;~ -:·. . J}tf.ujs. . ...
City j?;µ! Oi.l!t"<1 State/Z,ip . O} Telephone # 6/f _ -~r ~'-·o-i~vi. ., .. i:1'c,i,,7:.c~... 'c(:2c2.r: t.;r.r-.J.":.f:'Q.a :.
Name Address City S,tate/Zip I Telephone#
[5, ··-99~T~f\.CTQfl. ,·PQMPANV .«Alll!E.· . ·-.............. .
(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 a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]).
Name /f,-W £~IP Co •
State License # $~;1,f2Q.
Address /OO'f ~'-fto-A-Q City .(Jl,40]Cfro~ State/Zip <:?a-Telephone# <p.!...1,2.,J License Class C.tf' ( ----~-----City Business License# /Q<!XJ 19/
Designer Name Address City State/Zip Telephone
State License# _________ _
'fi~A , WPRKJ:RS1 Q(>'l'4P~N,S-~flQJ\F,:-'-' N , ~"A" ___ ,«' '
Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations:
l'ili 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
dfthe work for which this permit is issued.
0 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: / J
Insurance Company ff~'1411JJ-r:: :::gJ;v Policy No. WN 6/i'6 2.36 / .i/Ofl Expiration Date 'Zf I t r
(THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($100] OR LESS) If
0 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 worker compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred
thousand dollars 0, i addi o to the cost of compensation, damages as provided for in Section 3706 of the Labor,ode, injt rest and attorney's fees.
SIGNATURE __ --J~LJ'_J_-f=~~c::::.::_____________ DATE a 2 6' _? r
.7.., ~ QW~ER;~ll!J:PJ;8 PEQ,!;8RA.TIQr(. . .... -·-· . . . ~ .., .. I • . I
I hereby affirm that I am exempt from the Contractor's License Law for the following reason:
0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the 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).
0 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 contrapts for such projects with contractor(s) licensed
pursuant to the Contractor's License Law).
0 I am exempt under Section ______ Business and Professions Code for this reason:
1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO
2. I (have / have not) signed an application for a building permit for the proposed work.
3. I have contracted with the following person (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 I 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 I phone number / type of work): _______________________________________________________ _
PROPERTY OWNER SIGNATURE ______________________ _ DATE -----------:C.QMP.~(WE THIS SECTlr;,~;FQR'.:,.J'birl;tilfSIDl:NTIAL !3l!IU;>ING PERMl:J'i( ON!,. Y. ~ .. : ..
Is the aP,plicant 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? 0 YES O NO
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES O NO
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 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. :§:·-: g_o_ij_~if~.09rJ9Jft~Nl:>Jt{~lG~Ni;:Y ...... · --~ ·;:.:: ::. : : . ·-· :1 •···· ·• -: • ~ .' · ·• ·· r ,. ~··· · · , · ,.,. ... .__ ·
I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code).
LENDER'S NAME______________ LENDER'S ADDRESS ________________________ _
t9~~-~ -AP,PJi.lCA.NT: G~BTJfl<;ATION; •';', , -, .. ' ~AN _A,,,,_,_, ~::AH~ · ~----MA
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 Cit~ 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 3 ys 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 m ce for iod of 180 days (Section 106.4.4 Uniform Building Code). I
APPLICANT'S SIGNATURE DATE -~Q __ Q_c_,_,f_a~L~J,__ ___ _
WHITE: File YELLOW: Applicant PINK: Finance
City of Carlsbad Inspection Request
Permit# CB990778
Title: ASYMTEK
For: 8/3/99
Description: INSTALL PALLET RACK
Type:TI Sub Type: IN DUST
Job Address: 2747 LOKER AV WEST
Suite: Lot 0
Location:
APPLICANT ATLAS EQUIPMENT CO
Owner: SHELLY
Remarks: HI BY RACKING SYSTEM
Total Time:
Inspector Assignment:
Phone: 7609307229
Inspector~
Requested By: WILLIAM RUFFNER
Entered By: CHRISTINE
CD
14
Description
Frame/Steel/Bolting/Welding
¥ Comments f,_;} A-f/
Inspection History
Date Description Act lnsp Comments
EsGil Corporation
2n Partnersliip Witli (jovernment for 'Bui[ding Safety .
DATE: 5/20/99
JURISDICTION: Carlsbad
PLAN CHECK NO.: 99-778
PROJECT ADDRESS: 2747 Loker Ave. West
PROJECT NAME: Storage Racks for Asymtek
SET: II
CJ PLAN REVIEWER
CJ FILE
D The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
~ The plans transmitted herewith will substantially comply with the jurisdiction's building codes
when minor deficiencies identified below are resolved and checked by building department staff.
D The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
D The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the·applicant
contact person.
D The applicant's copy of the check list has been sent to:
~ Esgil Corporation staff did not advise the applicant that the plan check has been completed.
D Esgil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted: Telephone#:
Date contacted: (by: ) Fax #:
Mail Telephone Fax In Person
lZ] REMARKS: 1. F-ii:s DepaFm1ef!HlWmva-~......Nete-efl-#:l-e-plal'fl:o prov1ae 6" m1fiilntlfA-)
El-i-s-t~n-the-stoTag-er'~ks--and-the-0t11ldir-l€J-wal ls:--3-. (C~e--existing
-0atl:\r-00m.s_s_eDLing..tb.aran:loo@l-a+0a-GQ.1+1~+y-w+tl:!-tl:ie curre-rrt-disabled access requirements.
4,-Ptea-se--atta.cb..tb.a-r~et S0.1 to the city I set.(at building oepart-mem-)
By: David Yao Enclosures:
Esgil Corporation
D GA D MB D EJ D PC 5/13 trnsmtl.dot
9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576
EsGil Corporation
1n Partnersliip witli (jovernment for qjuiUing Safetg
DATE: 3/ 10/99
JURISDICTION: Carlsbad
PLAN CHECK NO.: 99-778
PROJECT ADDRESS: 2747 Loker Ave. West
PROJECT NAME: Storage Racks for Asymtek
SET:I
D_ APP~NT e _ _:1_~
D PLAN REVIEWER
0 FILE
D The plans transmitted herewith have been corrected.where necessary and substantially comply
with the jurisdiction's building codes.
D 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.
D The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
cg] The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
D 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:
Atlas Equipment Co. 7004 Carroll Road San Diego CA 92121
~ Esgil Corporation staff did not advise the applicant that the plan check has been completed.
D Esgil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted: Telephone#:
Date contacted: (by: ) Fax#:
Mail Telephone Fax In Person
D REMARKS:
By: David Yao Enclosures:
Esgil Corporation
D GA D MB D EJ D PC 3/1 trnsmtl.dot
9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576
'carlsbad 99-778
3/10/99
GENERAL PLAN CORRECTION LIST
JURISDICTION: Carlsbad
PROJECT ADDRESS: 2747 Loker Ave. West
DATE PLAN RECEIVED BY
ESGIL CORPORATION: 3/1
REVIEWED BY: David Yao
FOREWORD (PLEASE READ):
PLAN CHECK NO.: 99-778
DATE REVIEW COMPLETED:
3/10/99
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,
1994 Uniform Building Code, the approval of the plans does not permit the violation of any
state, county or city law.
1. Please make all corrections on the original tracings and submit two new sets of prints to:
ESGIL CORPORATION.
2. To facilitate rechecking, 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.
3. 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
I. t? . IS.
D Yes D No
4. Only the storage racks are included in this plan review
5. Provide a statement on the Title Sheet of the plans that this project shall comply with
Title 24.
' Carlsbad 99-778
3/10/99
6. 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.
7. City to verify that the existing bathrooms serving the remodel area comply with the
current disabled access requirements.
8. Obtain Fire Department approval for groups F, M and S occupancy storage per UBC
Sections 306.8, 309.8 and 311.8.
9. Indicate the clearance from the new racks to the existing building walls and building
columns per Section 1631.2.11. The clearance must be at least 3Rj8 times the
deflections of both the rack and the building.
10. Provide forklift protection per Section 2231.5.
Recheck the "pallet" racks as follows:
11. Include the 25% increase in vertical loading for impact per Section 2237.2
12. Recheck all connections on sheet S0.1 as follows:
a) The rivet bearing capacity is only dtF u =
0.406(0.0747)65 = 2 kips.
b) Provide calculations for all beam to
bracket weld capacities per Section 2230 (allowable weld stress is the member
thickness times 26 ksi times 1.33, or the weld stress, whichever is lower). The
weld size and length shall be identify on detail 2/S0.1
13. Indicate the safety pin size and verify it is adequate for the 1000# load. Section 2236.1.
14. 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 2237. 7.
15. 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).
16. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake
Drive, Suite 208, San Diego, California 92143; tel!3phone number of 619/560-1468, 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 99-778
3/10/99
VALUATION AND PLAN CHECK FEE
JURISDICTION: Carlsbad
PREPARED BY: David Yao
BUILDING ADDRESS: 2747 Loker Ave. West
BUILDING OCCUPANCY: B
I BUILDING PORTION I BUILDING AREA I (ft.2)
Storage racks 1hr
Air Conditioning
Fire Sprinklers
TOTAL VALUE
PLAN CHECK NO.: 99-778
DATE: 3/10/99
TYPE OF CONSTRUCTION: V-N
VALUATION VALUE
MULTIPLIER ($)
D 199 UBC Building Permit Fee D Bldg. Permit Fee by ordinance:$
D 199 UBC Plan Check Fee D Plan Check Fee by ordinance: $ 108.94
Type of Review: ~ Complete Review D Structural Only D Hourly
D Repetitive Fee Applicable D Other:
Esgil Plan Review Fee: $ 87.15
Comments:
Sheet 1 of 1
macvalue.doc 5196
PLANNING/ENGINEERING APPROVALS
PERMIT NUMBER =ca~9_9 ___ 7~~ __,;,..7 __ B~-DATE____,;;:;;,~-'--/ 73..;;._/L..--9 __ 9 __
ADDRESS r:J 7 4. 7 Lo ke.r '4v~. uJ es+
"RESIDENTIAL
RESIDENTIAL ADDITION MINOR
< < $10,000.00)
nnrcJMlcfnrmdl>lanninD S:nn.ino11rinn .annrnu:all:
.(![M1MPROVEM~
. PL·AZA CAMINO REAL ·
CARLSBAD COMPANY STORES
VILLAGE FAIRE
COMPLETE OFFICE BUILDING
DATE_~_/ ~ __ /_q0( __
DATE ib /°):') ---,.,...__,,,______~--
. ' . . -
Ca(lsba.d Fire Department 990077
2560 Orion Way
Carlsbad, CA 92008
Fire Prevention
(760) 931-2121
Plan Review Requirements Category: Building Plan
Reviewed by: . Date of Report: 03/18/1999 ------------
Name: Atlas Equipment Co
Address: 7004 Carroll Rd
City, State: San Diego CA 92121
Plan Checker: Job #: 990077
Job Name: Asymtek Rack CB990778
Job Address: 2747 Loker Av Ste. or Bldg. No.
D Approved
D Approved
Subject to
~ Incomplete
Review
FD Job#
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.
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.
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.
1st
990077
2nd
FD File#
3rd Other Agency ID
Requirements Category: Building Plan
Page 1
Requirement: Pending 05.14 Provide Technical Report
To determine the acceptability of technologies, processes, products, facilities, materials and uses
attending the design, operation or use of a building or premises subject to the inspection of the
department, the Chief is authorized to require the owner or the person in possession or control of the
building or premises to provide, without charge to the jurisdiction, a technical opinion and report. The
opinion and report shall be prepared by a qualified engineer, specialist, laboratory or fire-safety
specialty organization acceptable to the Chief and the owner and shall analyze the fire-safety
properties of the design, operation or use of the building or premises and the facilities and
appurtances situated thereon, to recommend necessary changes.
Requirement: Pending 05.29 High Piled Combustible Storage
Storage in closely packed piles shall not exceed 15 feet in height, 12 feet on pallets or in racks and 6
feet for tires, plastics and some flammable liquids. If high piled stock piling is to be done, submit a
complete storage plan and description of the commodoties to be stored. Show compliance with
Article 81 of the Uniform Fire Code.
03/18/99
ARTHUR TAN & ASSOCIATES
Consulting Engineers, Inc.
1323 Solano Ave., Suite 203 Tel: (510) 559-1038
Albany, CA 94706 Fax: (510) 559-1039
Response to Plan Chee e-r-~:5°n
Plan Check# 9-778:,, ........ .::; • .., ,.. -------.
ASYMTEK
2747 Loker Ave. West
Carlsbad, CA 92008
ATA Job #99-117
May 2, 1999
Structural Corrections:
1. Understood.
2. Understood.
3. Understood. None has been made.
4. Understood.
5. To be handled by Asymtek.
6. To be handled by Asymtek.
7. To be handled by Asymtek.
8. Understood. The plans have been submitted to the fire department for
approval.
9. Maximum deflection= (3/8)Rw*(.005*14'*1211
/') = 2.5211
Provide 611 minimum distance between storage racks and the building walls.
Plans to be revised as required by Atlas Equipment Company.
1 o. Forklift protection will be provided. See note on detail 1/S0.1.
11. Beam stress ratio is .31. See calculation page 6 of 9. Increasing it by 25%
will be .39 which is less than 1.00. Therefore the beam is acceptable.
Arthur Tan, P.E.
12. Part (a) -The rivet bearing capacity under seismic application is 1.97 kips x
1.33 or 2.63 kips which is larger than 2.49 kips as indicated on calculation
page 6 of 9. Therefore the rivet connection is acceptable.
Part (b) -Weld strength (See R3 for Sweld)
Mall = (Smember)(26.0 ksi)(1.33)
= (.759 "A3){26.0 ksi){1.33)
= 26,246 "# > Mconn of 9,961 "# (Weld connection is acceptable)
13. One 3/811 diameter A307 bolt, shear cap. = 1, 100#, added at each
connection. See detail 2/S0.1.
14. Part (a) -See page 8 of 9 of the original calculation under case 2.
15. Done. See attached page R1 and R2. My analysis indicates that the
maximum moment is at the first horizontal brace with the total lateral moment
carried by a single column.
16. Understood.
Should you have any questions, please do not hesitate to call.
Sincerely,
Arthur Tan,
Principal
COLUMN ANALYSIS
Pcol = 1950 #
Ix =56.0
ARTHURTAN & ASSOCIATES
Consulting Engineers, Inc.
1323 Solano Ave., Suite 203 Albany, CA 94706
Mcol = 11 0 15 "#
ly =52.0
Tel: (510) 559-1038
Fax: (510) 559-1039
(wit)= 0.750 -0.075 = 9_04 0.075
Fb = .60 Fy
Fb = 27.000 KSI
Q = Fb = 1.000
.6Fy
kVrx= 75.4 kVry= 75.9 kVr= 75.9
Cc=~= 112.8
Q Q
Fa = .522FyXQ-[(QXFyXkl/r)/1494]A2
Fa= 20.887KSI
Fe'= 12 1t
2 = 26.28KSI
23 (kxlx / rx )2
fa= Pcol = 3,155
. Area
psi. fb=Mcol=16,15f psi.
fa · -=0,15
Fa
fa =0,12
Fe'
Sy
[1-~]= 0.88 Fe'
fb -=--,---::-= 0.68
Fb[1-~]
COMBINED STRESS _fa +~
Fa Fb
Fe' = 0.83
Project: __ -=99'--'-1'-'-17'--_
Date: ___ -=5/-=2/"'""99=----
Designer: __ ...,...A~.T~.--
Page: __ ...... 8..c-1_-__
3x3x14GA.
Area= .618
FLANGE WIDTH= 0.750
THICKNESS= 0.075
Ix= 1.023 ly= .872
Sx= .682 Sy= .557
rx= 1.263 ry = 1.165
<1.33 THEREFORE 0.K.
ARTHURTAN & ASSOCIATES
Consulting Engineers, Inc.
1323 Solano Ave., Suite 203 Tel: (510).559-1038
Albany, CA 94706 Fax: (510) 559,1039
Project: 14 -11 r-i
Date: r:; ' 'l--1-,
Designer: i5. • ,
Page: \s,'Z-
Section Maker v2.04
.!:
co co ,...
'<t:
.... __________ __._2.500 in ___________ .,.
Group: Section:
Property
Weight --Area
Ix
ly
J
E ; ;
G
Sxt
Sxb
Syl
Syr
rx
ry
lxc
lye
lxyc
11
12
0
XC
ye
D
B
xi
X r
yt
yb
Light Gauge
Value Units
2.11107 I b/f t
0.61912 in2
1. 73114 in4
0.31480 in4
0.00182 in4
29500.00000 ksi
11346.15376 ksi _, __ ,, ___ .. _.,_ ----
0.75933 in3
0.90747 in3
0.54277 in3
""""" , .. -.. -·-·-·--· 0.16396 in3
,_,. ----·. __ , _____ ,.._.,_
1.67216 in . _,_ .......
0.71307 in
1.73114 in 4
0.31480 in4
-0.17800 in4
1.75317 in4
0.29278 in4
-45.00000 .... ___ .. deg_ ·------·-·--· .........
-0.00000 in
0.00000 in
4.18750 in ., _____
2.50000 in -·-·--·--0.58000 in _,,_,_.,_,_,,..,_,_ ... .,_ -·
1.92000 in ____ , __ ,,,_, ...... ,_ . ---.. '""'"""' '" "' . "'""""' .............. -
2.27984 in
-1.90766 in
ASYMTEK
2747 Loker Ave., Carlsbad, CA 92008
STORAGE RACKS
Structural Calculations
Job No. 99-117
.FEBRUARY 19, 1999
ARTHURTAN & ASSOCIATES
Consulting Engineers, Inc.
1323 Solano Ave., Suite 203 Tel: (510) 559-1038
Albany, CA 94706 Fax: (51 0) 559-1039
,.
SCOPE
ARTHUR TAN & ASSOCIATES
Consulting Engineers, Inc.
1323 Solano Ave., Suite 203
Albany, CA 94706
Tel: (510) 559-1038
Fax: (510) 559-1039
Project: 99-117
Date: 2/19/99
Designer: A.T.
Page: of 1
PROVIDE ANALYSIS OF STORAGE RACKS UNDER SEISMIC AND STATIC CONDITIONS.
ANALYSIS SHALL BE IN COMPLIANCE WITH THE 1994 SECTION 2231 -2238 UNIFORM
BUILDING CODE REQUIREMENTS.
GENERAL SPECIFICATIONS
-STEEL STRENGTH Fy= 45 KSI
-ANCHORS
ICBO APPRV'D TYPE= 1/211X3-1/211 MIN. EMBEDMT. PER ICBO#4627
TENSION CAPACITY= 875#
SHEAR CAPACITY= 1840#
-SLAB
THICKNESS = 511
STRENGTH = 2000 PSI
-SOIL STRENGTH 1000 PSF
SEISMIC ANALYSIS
ARTHURTAN & ASSOCIATES
Consulting Engineers, Inc.
1323 Solano Ave., Suite 203
Albany, CA 94706
Tel: (510) 559-1038 Fax: (510) 559-1039
V = .ZIC/Rw [ wDL + wLUn ]
n·= 1
Rw (Longitudinal) = 8
Rw (Transverse) = 6
V (long)= 0.40 X 1.0 X 2.75 X ( 300 + 3600 / 1 ) / 8
V = 536.3 #
V (trans)= 0.40 X 1.0 X 2.75 X ( 300 + 3600 I 1 ) / 6
V = 715.0 #
Project: __ ~9~9-~11~7-
Date· 2/19/99
Designer: A. T.
Page: :2 or 4
Vlong*wihi/ Vtran*wihi/
LEVEL HEIGHT wDL wLL w Wihi Iwihi Iwihi
12 0.0 0.0
1 1 0.0 0.0
10 0.0 0.0
9 0.0 0.0
8 0.0 0.0
7 0.0 0.0
6 0.0 0.0
5 0.0 0.0
4 0.0 0.0
3 168.0 100 1200 1300 218400 268.1 357.5
2 112.0 100 1200 1300 145600 178.8 238.3
. 1 56.0 100 1200 1300 72800 89.4 119.2
300 3600 436800
ARTHURTAN & ASSOCIATES
Consulting Engineers, Inc.
1323 Solano Ave., Suite 203
Albany, CA 94706
LONGITUDINAL ANALYSIS
Column = V long total I 2
= 268.1 #
DETERMINE COLUMN FORCES
Tel: (510) 559-1038
Fax: (51 O) 559-1039
Project: __ ~99~-1~1~7 _
Date: ___ =2/~19~/9~9-
Designer: A. T.
Page: 3 Cir 4
THE ANALYSIS IS BASED ON THE PORTAL METHOD, WITH THE POINT OF CONTRA FLEXURE OF THE
COLUMNS ASSUMED AT MID-HEIGHTBETWEEN BEAMS.
Mupper + Mlower = Mconn 'L '+Mconn 'R
Mconn 'L '= Mconn 'R
:. 2Mconn = Mupper + Mlower
Mupper + Mlower Mconn = ----'------
2
Mbase = 4000 "#
(SEE BASE PLATE ANALYSIS)
Sec Ht. Pcol Mcol Mconn
1 ! ........ ?..?..:9. ....... .L. .... ~ .. ~.§.9 ...... l ... !.!.9.!.§ . .Jr--·· .. ifo.ffo ..... .
2 ! ........ ?..?..:.~ ....... .! ...... ~ .. ?..~.~··· t ... §.?.?..?. .... \l ...... ifoo"s .... .. 3 ! 56.0 i 650 i 3754 if ..................... ..
4
5
6
7
8
9
10
11
12
THE MOST CRITICAL COLUMN SECTION IS 1
Pcol = 1950 # Mcol = 11 015 "#
56
2
Mupper
Mlower
BEAM TO
COL CONN.
BEAM TO COLUMN CONNECTOR
COLUMN ANALYSIS
Pcol = 1950 #
Ix =56.0
ARTHUR TAN & ASSOCIATES
Consulting Engineers, Inc.
1323 Solano Ave., Suite 203
Albany, CA 94706
Mcol =11015 "#
ly =52.0
Tel: (510) 559-1038
Fax: (510) 559-1039
(w/t) = 0.750 -0.075 =9.04 0.075
Fb = .60 Fy
Fb = 27.000 KSI
Q = Fb = 1.000
.6Fy
kl/rx = 75.4 kl/ry = 75.9 kl/r = 75.9
Cc=~= 112.8
Q Q
Fa= .522FyXQ-[(QXFyXkl/r)/1494]A2
Fa= 20.887 KSI
Fe'= 12n2 =
23 (kxlx / rx )2
fa= Pcol = 3,155
Area
26.28KSI
psi. fb=Mcol=16,151 psi.·
Sy
fa -= 0.15
Fa
fa =0.06
Fe' [1-~]= 0.94 Fe'
fb
Fb[1-·~]-0.64
Fe'
COMBINED STRESS=~+~
Fa Fb
= 0.79
Project: 99-117
Date: 2/19/99
Designer: A. T.
Page: t Of 4
I · I r=,----
3x3x14GA.
Area= .618
FLANGE WIDTH = 0.750
THICKNESS= 0.075
Ix= 1.023 ly = .872
Sx= .682 Sy= .557
rx = 1.263 ry = 1.165
<1.33 THEREFORE O.K.
BASE PLATE DESIGN
DEAD LOAD LIVE LOAD SEISMIC/WIND LOAD
I AXIAL FORCE (Kl 1.95 0 01
I MOMENT ('K)
f'c (ksi)= 2
Fy (ksi) = 36
b (") = 5
d eff. (") = 8
b' (")= 3
d' (")= 3
c (" dist. from edge to ctr. of hole)= 1
CASE COMBINATION
1 1.4D + 1.7L
2 1.4(D+L+E)
3 1.7(D+L)
4 1.3(D+L+E)
5 1.0D+1.3E
NOTE:(+) DOWNWARD, (-) UPWARD.
CASE TO BE ANALYZED = 2
BASE PLATE DIMENSION
f bearing (.850f'c) = 1.190
Area min. (in.A2) = 2.294
aA2 -(2d-2c)a+[(d-c)Pu+24Mu]/.85f'cb =0
aA2 term= 1
a term= 2d-2c = -14
Constant= [(d-2c)Pult+24Mu]/.85f'cb = 3.23
SOLVING THE QUADRATIC EQUATION TO FIND a
a =[-term2 +-sqrt(term2A2-4*term1 * term3)J/(2*term1)
a1 = 13.77
a2 = 0.23
a= 0.23
Tult = -0.73
0 0 0.331
RESULTS
min. req'd area ("A2) = 2.29
PLATE THICKNESS(")= 0.325
Tult(k) = -0.73
AXIAL LOAD
2.73
2.73
3.315
2.535
1.95
Putt (K) = 2. 73
Mult ('K) = 0.462
THICKNESS CHECK
MOMENT
0
0.462
0
0.429
0.429
Fy(ksi) = 36
c ( dist. from edge to ctr. or hole) = 1
d'= 3
b'= 3
COMPRESSION
TENSION
fbearing = .85*f'c = 1.7
overhang = 2.5
moment arm = 2.38
Mbase ult= Fy*tA2/4 = 0.95
t1 = 0.33
Tult = 0.00
Mbase ult= Tult (overhang-c)/b = 0.00
t2 = 0.00
BASE PLATE THICKNESS= 0.33
ARTHURTAN & ASSOCIATES
Consulting Engineers, Inc.
1323 Solano Ave., Suite 203
Albany, CA 94706
Tel: (510} 559-1038
Fax: (510) 559-1039
SHELF BEAM 4-3/1611x2-1/211x14 GA. STEP BEAM
IN SOME CASES, THERE ARE MORE THAN 1 TYPE OF SHELF BEAMS USED.
IN SUCH A CASE THE ANALYSIS WILL BE PERFORMED ON THE WEAKEST
BEAM.
LENGTH= 106.0" MAX. LOAD/SHELF= 1200.0 #
W = LOAD/ SHELF= 5_66 #/"
2xLENGTH
WL2
Mcenter = --= 8
5.66 X 106.0
2
= 7,950 11#
8
(w/t) = 0.750 -0.075
0.075
Fb = .60 Fy
Fb = 27.000 KSI
=9.04
fb Mcenter 7,950 -=---=~~------Fb SxxFb 0.95 X 27.000 X 1000
= 0.31 <1.0 THEREFORE O.K.
5wL 4 0.15411 Llmax=--= 384EI
CONNECTION
Mconn = Mseismic + .25Mstatic
= 9961 11 #
< U180 THEREFORE O.K.
Project: 99-117
Date: 2/19/99
Designer: A.T.
Page: 0 Or ,
l 2 1/2" l 1 1
THICKNESS= 0.075
FLANGE WIDTH = 0. 7 50
Sx = 0.948
Ix= 2.051
,-
P1
Mconn = 4 P1 ~
7/16110
STUD
· · P1= 2,490 #
CAP. STUD = .15x.4x50000 psix1 .33 P1
= 4,009# ;;;;;.-2,490 # 01(.
ARTHUR TAN & ASSOCIATES
Consulting Engineers, Inc.
1323 Solano Ave., Suite 203
Albany, CA 94706
TRANSVERSE ANAL VSIS: BRACING
Vdiag = 1,047 #
kl/rmin = 131.98
Cc = (2IlAE/Fy)'\5
= 112.79
Fa = 12IlA2E/[23(kl/r)A2]
Fa (ksi)= 8.721
fa/Fa= 0.37
Tel: (510) 559-1038
Fax: (510) 559-1039
Project: 99-117
Date: 2/19/99
Designer: A. T.
Page: 1 OF 1
/
L_44 J
1 1/211
t4 n1
t = .0747 II
Area = .325 11A2
r min= .488 11
l
52
ARTHUR TAN & ASSOCIATES
Consulting Engineers, Inc.
Project: __ ~9~9-~11~7 _
Date: __ ~2/~19=/9-9_
1323 Solano Ave., Suite 203
Albany, CA 94706
Tel: (510) 559-1038 .
Fax: (510) 559-1039
Designer: A.T.
Page: 0 Of 1
OVERTURNING ANALYSIS
CASE 1: FULLY LOADED
LEVEL SHEAR (V) HEIGHT Vihi
12 0.0 0
1 1 0.0 0
10 0.0 0
9 0.0 0
8 0.0 0
7 0.0 0
6 0.0 0
5 0.0 0
4 0.0 0
3 357.5 168.0 60,060
2 238.3 112.0 26,693
1 119.2 56.0 6,673
Moverturning = 93,427
1.15*Moverturning = 107,441
Mstabilizing = 84,81 O
P uplift = (1.15Mot-Mst)/Frame Depth = 514
Shear/Allow +Tension/Allow= 0.39
CASE 2: TOP SHELF LOADED
V TOP SHELF= 238.3
1.15*Moverturning = 46,046
Mstabilizating = 32,01 O
Puplift = 319
Shear/Allow+ Tension/Allow= 0.21
ANCHOR TYPE
1/2"X3-1/2" MIN. EMBEDMT. PER
ICBO#4627
# OF ANCHORS/BASE PLATE
2
SHEAR CAPACITY
1840#
TENSION CAPACITY
875#
FRAME DEPTH
44
ARTHURTAN & ASSOCIATES
Consulting Engineers, Inc.
SLAB AND SOIL
a) PUNCTURE
Pmax=
1323 Solano Ave., Suite 203
Albany, CA 94706
4,392 #
Fv = 2ffe = 89.4 psi.
2
Shear Area= 2t(B+D) = 130.00 in.
Tel: (510) 559-1038
Fax: (510) 559-1039
~= Pmax = 0_38
Fv AreaxFv
<=1.33 THEREFORE 0.K. -
b) SLAB TENSION
. Pmax Aso1I= . = 1.33fsoil
2
3.30 ft.
2 = 475.5 in.
L = ,/Asoil = 21.81 11
8 = -JB x D + t = 11 .32 11
l=L-8= 5.2411
2
Mconc = 1. 33wl2 = 126.8 II#
2
1x t2 4 1 . 3 Scone=--=. · 7 m.
6
_ Fbending = 1. 6,/f' c = 71.55 psi.
tb Mconc = = 0.43 Fb Scone x Fbending
<=1.33 THEREFORE 0.K.
Project: __ -"9-=---9-~11-'-7 _
Date: __ ~2=/1~9~/9~9-
Designer: A.T.
Page: 1 Of i
I _L __
1 B-+
L-----,f
BASE PLATE
WIDTH= 8.00 11
DEPTH= 5.00 11
CONCRETE
THICKNESS= 5"
STRENGTH = 2000 PSI
SOIL
STRENGTH= 1000 PSF