HomeMy WebLinkAbout1900 ASTON AVE; ; CB993154; PermitCity of Carlsbad
.
NOTICE: Piease take NOTiCE that approval of your prqect indudes he’impition’ of fees, dedications, reservatbns, or other exactions hereafter mllectivdy
refetred to as ‘feeslexactiins.” You have 90 days frcin the date mii psrmit was issued to pmtest impition of these feeolexactons. If yw protest hem. you must
follow the protest procedures set fodh in Government Code .?adian 660m(a), and Ale the protest and any oher required information wah the City Manager for
pmsing in accordance with Carlsbad Muniapai code Section 3.32.030. Failure to timely follow that prccedure will bar any subdequent @ai action to attack,
reviw, set aside. ma. or annul theirirnpasi&m
Yw are hereby FURTHER NOTiFiED that your rQht to pmtest the spedfied f&exactbns DOES NOT APPLY to water and sewer mnnection fees and cam
changes, nor planning, zoning, grading or other similar applicalbn PmCeJsirg ors~~ica fees in mnmdim with this prow NOR OMS IT APPLY to any
feeslexacbns of which yw have Pwiousiv been given a NOTiCE similar to this. of as to whd the stawe of limitations has previously othemise expired.
10/20/1999 Comm&cial/lndustriaI Permit Permit No: CB993154
Building Inspection Request Line (760) 438-31 01
Job Address: Permit Type: TI Sub Type: INDUST
Parcel No: Lot #: 0 Status: ISSUED Valuation: $2.500.00 Construction Type: NEW Applied: 08/19/1999
Occupancy Group: Reference #: Entered By: DT
Project Title: SULZER CALCITEK Plan Approved: 10/20/1999 BUILD SHELVING AND CAT WALK Issued: 10/20/1999
Amlicant: Owner:
1900 ASTON AV CBAD
Inspect Area:
Pot. Water Con. Fee Meter Size
Add‘l Pot. Water Con. Fee Recl. Water Con. Fee
$0.00 MECHANICAL TOTAL
$0.00 Sewer Fee: $0.00 Redev Parking Fee:
Master Drainage Fee:
TOTAL PERMIT FEES
0001 01 C-mT 02 53.33
$53.33
$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
$0.00
$0.00
$87.34
FINAL APPROVAL
Inspector: Date: 1- /x0$(3 Clearance:
_.
PERMIT APPLICATION
CITY OF CARLSBAD BUILDING DEPARTMENT
2075 Las Palrnas Dr., Carlsbad CA 92009
(7601 438-1 161
FOR OFFICE USE ONLY
PLAN CHECK NO. 9- 3 I Sy
~
EST. VAL. 0 2: ?
Plan Ck. Deposit 74 .o \
Validated By
Date
Address City Statelzip Telephone X Fax X
.,, . ,, Name
Name Address CiV StatslZip Telephone X
.. .. .. ,,.,,..,,. '
.
, i,: ,,, , ,. 6. -CONlNTRIZCTOR-GOMPANYNAME~ .,,. : , ,... . . .
ISsc. 7031.5 Business and Professions Code: Any City or Coumy which requires II permit to wnnruct, €4ter, impIoV0. demolish or repair any 6tr~ct~re. prior to its
issuance, also requires the applicant for such permit to file a signed rtasmsm that he is licensed PUrSUam to the PlOvisioM of the Contractor's License Law IChaptar 9, commending with Section 7000 of Division 3 of the Business and ROfauiOni Code] or that he is exempt therefrom. and the basis for tha alleged py violatimp Section 7031.5 by any applicant for a permit Y ects tha plicmt clvll penalty of not more the five hundred dollars I$ 001).
9/4 rk4 & =A&/ r 5%) f
(.y&%G/7 9
"T#?bd -ri vVll/tl Chhi ' 2n& d!
city StatelZip Address Name
state Licpnrs x ?I%>%
Si21 24 ic mt. girl
Designer Name
state License x 43a?25-
6. WORKERS' COMPMSATION Workers' Compensation Declaration: I hereby affirm under penalty of psrjun, ana Of thn following dadarntianr:
I have and will maintain a certificate of wnrem tO self-insure for workers' wmpensalion as providad by Section 3700 of the Labor Code. for the performance r I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code. for the parfarmancs of the work for which this parmit is
issued. My worker's compensation insurance carrier and poiicy number ire:
Insurance Company Policy No.
(THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLIARS 1b1001 OR LESS1
CERTIFICATE OF EXEMPTION: I certify that in the performance Of the work far which this permit is issuad. I shall not employ any person in any manner so as
to bewms subject IO the Workers' Compensation Laws of Califamin.
WARNING: Fdlunm vsvnwal*r' compnuttan can- b uMul.md .h.l .la*nn uwuwm ahwpMltiu and dvH *UP lo m hm6d
thwmnd ddhn 1$100.0001. In VMRfan m lhm con ot oanprrtkn. brvor I P0rld.d ta h s.ctlsn 3100 0t ib Lc.d. h*lrt md .t14'a hu.
SIGNATURE DATE
7. OWNER+BUMU( DECLARATION
i hereby affirm that I am exempt from tha Comracmr's License Law for the following reason: 0 I, as owner of tha property or my employees with wages as their 101. compensation. will do the work and the struct~r(l is not intended of ottsred for sals
ISec. 7044, Business and R~fe~si~n~ Coda: The Contractor's License Law does not apply to an owner of properly who builds or impmvas tharwn, and who doer
such work himself or through his own employees, provided that such imprnvsmems are not intended or Offered for sale. If, however. the building or imprwsment is
sold within one year of compiafion. the owner-builder will have the burden Of proving that he did not build or improw for the purpose Of 8aIel.
0 I, as owner of the property, am excIusiveIy wmracting with licensed contrac1ors to connruct tha project iSac. 7044. Business and Rot-ions Code: The
Contractor's License law doer not apply to an owner at property who builds or improver thereon. and contrams for such projects with comractorlsl licensed
pursuant to the Contractor's Ucsnoa Law).
0
1.
2.
3.
4.
number I wntrectom license number):
5.
of workI:
PROPERTY OWNER SIGNATURE DATE
COMPLETE THIS SECTION FOR NON.EkiDEWlUtBIIILDul(l ERMllS ONLY
Is the applicant or future building occupant required to submit a buliness plan, acutely hazardous materials reginration form or risk managsment and prevention
program under Sections 25505, 25533 or 25534 of the Raslsy-Tanner Hazardous Substance Acwunt Act7
1s the applicant or future building OECYP~~ required IO obtain a permit horn the air pollution wntrol dinrict 01 air quality management district? 0 YES d0
is the facility to be wnstructed within 1.000 feet of the outer boundary of I school sile7 0 YES d0
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
I hereby affirm that there is 8 construction lending agency for the performance of the work for which this permit is issued ISec. 3097li) Civil Codal.
LENDER'S NAME LENDER'S ADDRESS
9. APPUCANT~ERTI~TI~N ~ .'.., : .,.,. ,. ,. ,. '
I Certify that I have mad the application and ¶ate that the above information is correm and ma1 the information on me Plans is accurate. I agraa 10 wmply with all
City ordinances and State laws relating to building WnstRIctiOn. I hereby authorize rspmentativea of the CiV of Carlsbad to enter upon the above mentioned
property lor inspection purposes. I ALSO AGREE TO SAVE, INDEMNIW AN0 KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS. COSTS AN0 EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEOUENCE OF THE GRANTING OF THIS PERMIT.
OSHA An OSHA permit is required for excavations ova, 5'0' deep and demliion or wnnruction of struct~res over 3 rmrier in height.
EXMRATION: Every permit issued by the Building Official
work authorized by such permit is not wmmencsd w
or abandoned at any tima
APPLICANT'S SIGNATU DATE
License Class Cio, usinass ticmse x -0
~ /b 2.
StatelZip Telephone
b - tf- L;& aQLUlU. u4m4 wdfi Cr49r-m' Vmma
Address City
ork for which this permit is issued.
Expiration Date
I am exempt under Section
I personally pian to provide the major labor and materials for wnnrwtion Of the Prcwsed pmpsrly improvsmsnt. 0 YES ON0
i lhwe I have not1 signed an application for a building permit for the proposed work.
i haw comraned with the following person lfirmi 10 provide the proposed construction lincluds name I address I phone number I contractors licanse number):
I plan to provide portions of the work. but I have hired the following penon to wordineta, supervise and proyids the major work linduds name I address I phons
I will provide some of the work. but I have comiacted Ihiredl the following persons to provide the work indicated lincluda name I address I phons number I Npa
Business and RofessiOns Code for this reason:
0 YES
e prwisions of this Cnde shall expira by limitelion and become null and void if the building 01 m the date Of such parmit or if the building or work authorized by such permit is suspended
180 daw ISaction 108.4.4 Uniform Building Code).
WHITE: File YELLOW Applicant PINK: Finsnca
1 ~~
.-
City of Carlsbad Inspection Request
For: 1 1/10/!%
Permit# CB993154 Inspector Assignment: RB
Title: SUUER CALCITEK
DeSCriDtiOn: BUILD SHELVING AND CAT WALK
Type: TI Sub Type: INDUST
Job Address: 1900 ASTON AV
Suite: Lot 0
Location:
APPLICANT MARTIN CONSTRICTION
Owner: P D G CARLSBAD 59 LTD
Remarks: FINAL CAT WALK INSPECTION
Phone: 0000000000
Inspector: 3
Total Time: Requested By: KERMIT
CD Description Act Comments
Entered By: CHRISTINE
19 Final Structural A?
Inspection History
Date Description Act lnsp Cwnments
10/22/59 14 Frame/Steel/BolUngNlding CO RB SEE NOTICE ATTACHED
.. .
City of Carlsbad Inspection Request
For: 10/22/99
Permil# CB993154 Inspector Assignment:
Title: SUUER CALCITEK
Description: BUILD SHELVING AND CAT WALK
Type: TI Sub Type: INDUST
Job Address: 1900 ASTON AV
Suite: Lot 0
Location:
APPLICANT MARTIN CONSTRICTION
Owner: P D G CARLSBAD 59 LTD
Remarks: BUILDING, SHELVING 8 CAT WALK INSPECTION
Phone: 7604319515
Inspector: PS
Total Time:
CD Description Act Comments
Requested By: KERMIT STOn
Entered By: CHRISTINE
14 FramelSteellBoltingMlding Fgk ,u&#-G C,
Inspection History
Date Description Act lnsp Comments
Clpl OF CARLSBAD ~ -* NOTICE (760)438.3550
BUILDING DEPARTMENT 2075 LAS PALMAS DRIVE
FOR INSPECTION CALL (760) 438-3101. RE-INSPECTION FEE DUE? c] YES --..
PHONE
@ BUlLDlNQ IN-R MDE ENFORCEMENT OFFICER
- EsGil - Corporation
Zn Tannership with Government for BuilZing Safety
DATE: lo/ 15/99
JURISDICTION: Carlsbad
PLAN CHECK NO.: 99-3154
0 APPLICANT
0 PLAN REVIEWER
P FILE
d
SET XI
PROJECT ADDRESS: 1900 Aston Ave
PROJECT NAME: Storage Racks and Catwalk for Sulzer Calcitek
0 The plans transmitted herewith have been corrected where necessary and substantially comply
IXI 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.
0 The plans transmitted herewith have significant deficiencies identified on the enclosed check list
0 The check list transmitted herewith is for your information. The plans are being held at Esgil
0 The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
0 The applicant's copy of the check list has been sent to:
with the jurisdiction's building codes.
and should be corrected and resubmitted for a complete recheck.
Corporation until corrected plans are submitted for recheck.
contact person.
Esgil Corporation staff did not advise the applicant that the plan check has been completed.
0 Esgil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted: Telephone #:
Date contacted: k(by: 1
REMARKS: 1 /P lease slip revised sheet 99-14
Mail Telephon In Person
45A and 99-14458 into the city I set.(at
el from the handicapped parking space building department). 2. City to verify that th
to the rack area and the bathrooms serving t
access requirements.
rea comply with all the current disabled
By: DavidYao Enclosures:
Esgil Corporation 0 GA 0 ME 0 EJ PC 10/8 trnsrntl.dot
9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576
PLANNING/ENGINEERING APPROVALS
ADDRESS 23W &e
.RESIDENTIAL
RESIDENTIAL ADDITION MINOR
(c $10,000.00)
CARL- COMPANY STORES
VILLAGE FAlRE
COMPLETE OFFICE BUILDING
OTHER
Carlsbad Fire Department 990328
Fire Prevention 2560 Orion Way
Carlsbad, CA 92008 (760) 931-2121
Plan Review Requirements Categoty: Building Plan
Date of Report: 09/08/1999 Reviewed by:
Name: Martin Timm Const.
Address: 4999 Baltimore Dr.
~
City, State: La Mesa CA 92041
Plan Checker:
Job Name: Sulzer Calcitek
Job Address: 2320 Faraday Ave
Approved The item you have submitted for review has been approved. The approval is
based on plans, information and I 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.
IXI
0 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 I or specifications required to indicate
compliance with applicable codes and standards.
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 1st 2nd 3rd Other Agency ID
FD Job # 990328 FD File #
SUUERMEDM
Sulzer Calcitek Inc.
lga Mon Avenue
C-d, Calilanh g2oa)
Phonm (780) 431.6515 Fax 04318753
Mr. David Yao
EsGil Corporation
93200 Chesapeake Drive Suite 208
San Diego, CA 92123 (858) 580-1468
October 7,1999
Dear Mr. David Yao:
This letter is in response to a General Plan Correction List for Plan Check No: 99-3154
that was provided to Martin Timm Construction on September 10,1999 for installation of Storage Racks and Catwalk for Sulzer Calcitek. A majority of the responses were provided by Seizmic Inc., an engineering firm that was contracted by Sulzer Calcitek to create drawings for our warehouse racking that was moved from our Carlsbad facility on Faraday Avenue to our Carlsbad facility located on Aston Avenue.
Reswnses to General Plan Correction List
1. Corrections will be submitted using method number 2.
2. Responses are numbered to directly correlate with EsGil’s Questions
3. Changes have not been made to the plans based on the correction list, only notes have been added to the drawings which respond to EsGil’s questions.
4. A California State license engineer has signed plans and calculations.
5. See attached response # 5 from Seizmic, Inc.
6. See attached response # 6 from Seizmic, Inc.
7. Regarding the valuation of the project, Sulzer Calcitek can place a total valuation Of
this project at $3,000 for move charges only. Since we simply moved an existing catwalk form one location to another, we do not believe any additional information is required pertaining valuation.
-~ .
8. We are not storing any hazardous waste materials on or near the catwalk.
9. Regarding number 9, equivalent facilitation is provided.
IO. City of Callsbad Fire Department has approved this plan.
11. See attached response # 1 I from Seizmic, Inc.
12. Seeattached response # 12 from Seiimic, Inc.
13. See attached response # 13 from Seizmic. Inc.
14. See attached response # 14 from Seizmic, Inc.
15. See attached response # 15A from Seizmic, Inc.
16. See attached response # 156 from Seizmic, Inc
17. Frank Karg, Director of Operations for Sulzer Calcitek has consolidated the information for the responses to the General Plan Correction List. Please contact
Frank Karg at (858) 431-9515 if additional information is needed to approve this plan. The responses will be sent to Mr. David Yao at EsGil Corporation. Thank you.
- . . .. SElZMlC
MATERIALHANDLINGENGINEERING
EST. 1985
FAX: (909) 869 - 0981 STRUCTURAL CORRECTION TEL (909) 869 - 0989
FOR
SULZER CALCITEK
2320 FARADY AVE. CARISBAD, CA.
OCTOBER 4,1999
JOB #99-1445
P.C. #99-3154
5. PLEASE SEE ADDB STATEMENT ON TITLE SHEET OF PLANS SPECIFYING THE COMPLIANCE OF TITLE 24 REQUIREMENTS AND THE 1997 UBC FOR THIS PROJECT.
6. PLEASE SEE STRUCIWRAL CALCULATIONS UTILIZING THE 1997 UNIFORM BUIJLDING CODE.
11. CLEAFbWCE FROM NEW RACK SYSTEM TO THE EXISTING BUILDING WALLS AND BUILDING COLUMNS TO BE MINIMLTM OF 6”.
12. PLEASE NOTE THAT THERE WILL BE NO FORKLETS OR HEAVY EQTJEMENT USED FOR THIS SYSTEM AND THEREFORE THE USE OF COLUMN PROTECTORS WILL NOT BE REQUIRED.
13. PLEASE NOTE THAT THIS SYSTEM IS ENTIRELY HANDSTACK AND THERE WILL BE NO IMPACT LOADING AS THERE WOULD BE FOR FORKLIFT LOADING.
14. IT IS CORRECT THAT THE CONNECTIONS BETWEEN THE BEAMS AND COLUMNS ARE MOMENT RESISTING. THE CRlTICAL MOm AT THE BEAM TO COLUMN CONNECl7ON IS DETERMINED AND CHECKED ON PAGE 7 OF THE C THE CONNECTIONS ARE MORE THAN ADEQUATE IN SUSTAINING LOADS.
15. A) PLEASE SEE ADDED CALCULATION SHEET WHERE THE OVERTURNING HAS BEEN CHECKED WITH ONLY THE TOP LEVEL LOADED. SYSTEM OK.
B.) PLEASE SEE CALCULATION SHEET #9, WHERE THE MAXIMUM TRANSVERSE AXIAL LOAD HAS BEEN APPLIED. PLEASE NOTE THAT OUR ANALYSIS DOES QHECK THE SLAB IN PUNCTURE, WHEN IT IS DETERMINED THAT PUNCTURE DOES NOT OCCUR WE CAN SAFELY ASSUME THAT THE LOAD IS DISTRIBUTED OVER A LARGER AREA, NEXT CHECK THE SLAB IN BENDING.
BO
161 Atlantic Street . Pomona California91768
SElZMlC
MATERIAL HANDLING ENGINEERING
EST. 1985 ..
SULZER CALCITEK
2320 FARADY AVE.
CARLSBAD, CA.
., , ..
, , .. . .. ..',. ,,., , .,..,..,,.. j.. I. .l.l.*."l"*.: . ... ., ,.... . , . .. . .. . . .. . ... . :L ,,.... . ... ..... ... . ..
SUUER CALCITEK
SUUER MEDICA PROJECT
FOR
SHEET No.
CALCULATED BY
15 OF 2
BOBS. DATE 07-1 2-1 999
..
MATERIAL HANDLING ENGINEERING
El: (909) 8640989 * Fa (939) 8640981
161 ATLANTIC AVENUE * POMONA * CA 91768
I
ukmummm
DESCRlPnON Ix€
COVER SHEET 1
TABLE OF CONl€NT!5 2
SCOPE 3
PARAMETERS 3
CRmcAL CONFIGURATION 3
SEISMIC DISIRIBLmON 4
COLUMN ANALYSIS 5
SHELF ANALYSIS 6
CONNECTION ANALYSIS 7
OVERTURNING ANALYSIS 8
9 SLAB AND SOK
GRATING SUPPORT/GRATING ANALYSIS 10
11 TO 15 STAIR ANALYSIS
,,. , . . ~ ,..,...... ..~, , .. ~..,. .
SUUER CALCITEK
SULZER MEDICA * PROJECT
FOR
SHEET No.
CALCULATED BY
15 -- OF BOB S. lgg9 DATE Oi
4
..
MATERIAL HANDLING ENGINEERING
TEL' (909) 869-0989 * FAX: (909) 8640981
161 ATLANTIC AVENUE - POMONA - CA 91768 I
,-
ANALYZE PER CHAPTER 22, DIV X OF THE 1997 UBC.
.THE STORY FORCE DISIRIBUllON IS THE SAME H BOTH ME L0NGlT"AL
AND TRANSVERSE DIRECTIONS.
FRAME HEIGHT=H= 180.0 IN
DlST BETWEEN SHELVE== 28.5 H
BEAM LENGTH=W= 72.5 IN
FRAME DEW& 36.5 IN
# OF LEVELS- 7
<=====MAX
V= 2.5tc;1*tt(wDL+WLL)/R~(l.4)
ca= 0.44Na Na= 1.0
Ca= 0.44
I= 1
Rw= 5.6 e=== MOMENT FRAME
UW TRlB AREA= 18.4 FTA2
DL= 20 LB/LVL
LL- 100 LB/LVL <E= INTERCONNECTED UNITS
e== FIRST LEVEL ON GROUND # OF LVb 7
- -
NOTE: FIRST LEVEL ON GROUND
Vtram 0.44 1 * 2.5 * (100 LB/Z + 20 LB +wW LOAD )*6 LW5.6
= 123 LB <= SEISMtC SHEAR PER FRAME
skle view
LEVEL wx(DL+LL) hx WdlX R FPhxfl.15
1 0 LB/LVL 3.00 IN 0 OLB 0.0 H LB
2 120 LB/LVL 26.00 IN 31 20 4LB 107.0 IN LB
120 LB/LVL 49.00 IN 5880 7LB 380.2 IN LB 3
8640 10 LB 820.9 IN LB 4 120 LB/LVL 72.00 IN
5(CATWALK) 580 LB/LVL 97.50 IN 56550 65 LB 7275.9 IN LB
6 120 LB/LVL 123.50 IN 14820 17 LB 241 5.3 IN LB
7 120LWLVL 151.5OH 18180 21 LB 3635 IN LB E= 107,190 INLB 1~123 LB 14,634HLB -Movt
Mconn
Mcd= = = VC&l (1 876 23 IN-LB LB/2) 12 * 28.5 IN12 = Mconn(max) <===MAX H = 28.5" (~) u Mconn
.
.I
MATERIAL HANDUNG ENGINEERING
TEL: (909) 8640989 - FAX: (909) 8640981
161 ATLANTIC AVENUE - POMONA * CA 91768
pA(xIEcT SUUER CALCITEK
SUUER MEDICA
c IC FOR
I4 OF 0 SHEET No.
CMCUUTED BY BOBS. DATE 07-1 2-1 999
s!%wwuE
THE SHELF SHAU BE ANALYZED TO DETERMINE THE ADEQUACY OF THE cOMp0"TS TO CARRY THE
GWEN STATIC LOADS. ASSUME SIMPLY SUPPORTED END CONDITIONS
SHELF LOAD(DL+U)= 120 LB/LVL
TOTAL SHELF AREA= 2,646 INA2
TRIBAREA B= 331 W2
TRlB ARE4 A= 992 HA2
BEAM TYPE 1 (A) LOAD- SHELF LOAD * (AREA MTOTAL AREA)
= .62 LB/IN
BEAM TYPE 2(B) LOAD= SHELF LOAD (AREA B/TOTAL AREA)
= .41 LBIIN -
= WlA2/8
= (0.62 LB/IN)*(72.5)A2/8
= 408 IN-LB
fb= MIS
= 407.81 25 lN-LB/0.126 HA3
= 3,237 PSI
= 0.6 * 33000 PSI
= 19,800 PSI
Fb- O.S*Fy
fb/Fb= 0.16 11.0 BEAMTYPE1 OK
fb= MIS
= 543 PSI
Fb- 19,800 PSI
fb/Fb= 0.03 < 1.0 BEAM TYPE 2 OK
SHELF SUPPORT, ,w
BEAM ZSkWWL
Sx- 0.1 260 HA3
L= 36.5 IN
.... _,_ . .. I...... ,, ., , .....I... . ,, . .. . , . . . , . . . . ,,. . ..i.,, .. . . ... ..
PROJECT SULZER CALCITEK
SHEET NO. 8 OF 15
SULZER MEDICA
BOBS. DATE 10/4/99
.. FOR
MATERIAL HANDLING ENGINEERING
TEL: (909) 869-0989 * FAX: (909) 8694981
161 ATLANTIC AVENUE - F'OMONA - CA 91768
CALCULATED BY
I
OVFRTURNING/ANCHORAGE ANALYa 36.5" DEEP UNIT
PER DN X, SECTION 2228.7.1
.JWUY LOADFD
Vcd=V/2= 61.5 LB
MOM= 0 Fi * hi)*l.15
= 14,634 IN-LB <=- SEE SEISMIC DISTRIBUTION
Mst= 1 (WDL + WLL)*d/2
= 7 LEVELS (20 LWLVL + 100 LB/LVL ) 36.5 IN/2
= 15,330 IKLB
Puplift= (Movt - M)/d
= (1 4634 IN-LB - 15330 IN-LB)/36.5 in
= -19 LB NO UPLIFT
w
V= 14.0 LB
MOM= ( Fi hi)*l.15
= 21 LB <=E SEE SEISMIC DISTRIBUIWN
M= 1 (WDL + WLL)*d/2
= 1 LEVEL (20 LB/LVL + 100 LB/LVL ) * 36.5 IN/2
= 2,190 IN-LB
Puplift= (Mwt - M)/d
= (21 IN-LB - 2190 IN-LB)/36.5 in
= -59 LB
USE (1) 1/4 IN IN DIAM. x 2 IN MIN. EMBED. HlLTl KBll (I.C.B.O. #4627)
ANCHOR PER POST. NO fNSPEcTK)N REQUIRED.
PULLOUT CAPACllY= 265 LB
SHEAR CAPACTPI= 400 LB
COMBINED STRESS:
(0 LB/265 LB) +(61.5 LB/400 LB) =
# LEVELS= 7
d= 36.5 IN
Hr 180 IN
0.15 < 1.0 OK
. SUKER CALCKEK PROJECT
FOR
SHEET No.
CALCULATEDBY
SUKER MEDICA
15 OF 10
BOBS. DATE 07-1 2-1 999 MATERIAL HANDLING ENGINEERING EL: (909) 8694989 * FAX: 1909) 8694981
161 ATLkUnC AVENUE * PoMbNA. CA 91768
TRIBUTARY AREA = (72.5 H)(36.5 WZ) = 1323 IN@ = 9.19 FT"2
WEIGHT ON CATWALK SUPPORT = (60 PSF + 10 PSF)(9.19 FTM) = 643 LB
W = (643 LB)/(72.5 b4) = 8.88 LB/N
hX = WlA2/8 = r(8.88 LBAN)(72.5 IN)A2]/8 = 5828 IN-LB
fb = M/S = (5828 W)/(0.45 INA3) = 12953 PSI
Fb = 0.60'Fy = 0.6of(l9800 PSI) = 19800 PSI S = 0.45 HA3
WFb = (1 2953 PSI)/(19BOO PSI) = 0.65 < 1 .OO MERFORE OK -
LOADING AREA = (72.5 IN)(9 IN) = 652 INK? = 4.523 FrA2
WEIGHT ON CATWALK SUPPORT = (60 PSF + 10 PSF)(4.523 FV2) = 316 LB
w = (31 6 LB)/(72.5 IN) = 4.37 LB/IN
311 t=16ga 1 .S'
Mmax = wLA2/8 = r(4.37 LB/IN)(72.5 IN)A2]/8 = 2869 IN-LB
fb = M/S = (2869 IN-LB)/(O.151 1 INA3) = 18989 PSI
S=0.1511 W3
Fb = 0.6VFy = 0.60*(19800 PSI) = 19800 PSI
fb/Fb = (1 8989 PSI)/(19800 PSI) = 0.96 < 1 .OO THERFORE OK
SUUER CALCITEK PROJECT
FOR
SHEET No.
CALCULATED BY
.. SUUER MEDICA
15 OF 12
MATERIAL HANDLING ENGINEERING BOBS. DATE 07-1 2-1 999 TEL: (909) 669-0989 * FAX: (SOS) 669-0981
161 ATLANTlC AVENUE * POMONA - CA 91768
w = (100 PSF) * (12 IN/12 IN/m
= 100.0 LB/Fr
= 8.3 LWIN
W- WLA2/8
I
= 8.3 LWFT (36 W)A2/8
= 1,350 IN-LB
Iluuums
tlENMNG
ME TREADS SHALL BE ANALYZED FOR A WORST CASE
LOAD SITLIATDN FROM THE FOLLOWING LOAD CASES:
LOAD AT CENIER
Mpoint= PV4
= 300 L8 36 IN14
= 2,700 IN46 -
x K~”””””””~
P 1
j-TREADmoTH --/
d= 12.0 N
t= 0.0747
WlDTH=L= 36.0 IN
b .6017 W4
S== .401 tNA3
Fy= 40,OOO PSI
E= 29,000 KSI
b== 2.0 m
Aatlow- V240
= 36 IN/240
E 0.1 5 z ACTUAL DEFLECTION, OK
I TREAD OK FOR DEFLECTION
.. ... ', .. ..I. i..,. ....., j* ., ,I ..,..,. *Y1* ,,,. .,. . , . . .. ~ ..........,.., , >...~. ..,,.., . ~ ,,. . .. .
PROJECT SULZER CALCITEK
SULZER MEDICA FOR
SHEET NO.
CALCULATED BY
15 OF 14
BOBS. DATE 07-1 2-1 999
-a , ..
MATERIAL HANDLING ENGINEERING
TEL- (909) 8640989 - FAX: (909) 6694981
161 ATLAKnC AVENUE * POMONA - CA 91768
1 -
AlTACH TREAD TO STRINGER Wrm (2) 0.375 IN DIAMETER BOLTS PER SIDE
ybdt= lOOPSF*3FT/Z
= 150LB <- SHEAR PER AlTAMENT
VaHow- Fv AREA # OF BOLTS
= loo00 PSI * (0.375 )A2*(3.14159/4) * 2
= 2,209 LB > vbdt OK -
ATTACH STRINGER TO PLATFORM WITH (2) 0.375 IN DIAMETER BOLTS
Wt= 170 LB/FT 12.3 FT/2
= 1,048 LB <== SHEAR PER AlTACHMENT
Vallow- Fv AREA
= 1 oo00 PSI (0.375 )A2*(3.14159/4)* 2
= 2,209 LB > pbdt OK -
LOWER BRACKET IS 10 IN x 2 IN
CONTACT AREA= 20.0 lNA2
Pmd= 1,048 LB
fp- Pend/AREA
= 52 PSI
Fp= 0.7 fc
1,400 PSI
WFP= 0.04 < 1.0 OK
ANCHORAGE
USE (1) 0.5 IN DIAM BY 3.5 IN MIN. EMBED. HlLTl KBll ANCHORS PER BASE
NO INSPECTION REQUIRED FOR ANCHORS
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