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doc: Devperm
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
Parcel No.: 0223400050
Address: 401 ANDOVER PK E TUKW
Suite No:
Tenant:
Name: FATIGUE TECHNOLOGY INC
Address: 401 ANDOVER PK E, TUKWILA WA
Owner:
Name: GIBSON PROPERTIES L L C
Address: 401 ANDOVER PARK E, TUKWILA WA
Contact Person:
Name: KEVIN DOOLEY
Address: 401 ANDOVER PK E, TUKWILA WA
Contractor:
Name: PACIFIC INTEGRATED HANDLING INC.
Address: 10215 PORTLAND AV, TACOMA WA
Contractor License No: PACIFIH094NB
DEVELOPMENT PERMIT
DESCRIPTION OF WORK:
INSTALLATION OF REMSTAR VERTICAL LIFT STORAGE MODULE
Permit Number: D03 -006
Issue Date: 01/16/2003
Permit Expires On: 07/15/2003
Phone:
Phone: 206 - 246 -2010 EXT. 203
Phone: 253- 535 -5888
Expiration Date: 02/19/2004
Value of Construction: $0.00 Fees Collected: $733.39
Type of Fire Protection: SPRINKLERS Uniform Building Code Edition: 1997
Type of Construction: Occupancy per UBC: 0012
Curb Cut/Access/Sidewalk /CSS: N
Fire Loop Hydrant: N Number: 0 Size (Inches): 0
Flood Control Zone: N
Hauling: N Start Time: End Time:
Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y.
Landscape Irrigation: N
Moving Oversize Load: N Start Time: End Time:
Sanitary Side Sewer: N
Sewer Main Extension: N Private: N Public: N
Storm Drainage: N
Street Use: N
Water Main Extension: N Private: N Public: N
Water Meter:
Channelization / Striping:
** Continued Next Page **
D03 -006
Printed: 01 -16 -2003
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Signature:
doc: Devperm
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
Permit Center Authorized Signature:
r, U/t Qi„U
D03 -006
Date: -11a
I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and
ordinances governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws
regulating construction or the performance of work. I am authorized to sign and obtain this development permit.
40411
Date: p' /- // - a 3
Print Name: (l r(,fir{ / get-1/>/
This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is
suspended or abandoned for a period of 180 days from the last inspection.
Printed: 01 -16 -2003
Parcel No.: 0223400050
Address: 401 ANDOVER PK E TUKW
Suite No:
Tenant: FATIGUE TECHNOLOGY INC
doc: Conditions
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
PERMIT CONDITIONS
D03 -006
Permit Number: D03 -006
Status: ISSUED
Applied Date: 01/08/2003
Issue Date: 01/16/2003
1: ** *BUILDING DEPARTMENT CONDITIONS * **
2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division.
3: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical
work will be inspected by that agency (206- 835 - 1111).
4: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any
construction. These documents are to be maintained and available until final inspection approval is granted.
5: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997
Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition).
6: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be
construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any
other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this
code shall be valid.
7: ** *FIRE DEPARTMENT CONDITIONS * **
8: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following
concerns:
9: Maintain fire extinguisher coverage throughout.
10: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5)
11: Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions
and under overhangs greater than four feet wide. (NFPA 13 -4- 5.5.3.1)
12: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila
Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80)
13: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and
approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler
systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk
Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, prior to submittal
to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance
#1901)
14: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance
#1900 and #1901)
15: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70)
16: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed
description of intended use.
17: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of
such condition or violation.
18: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at
(206)575 -4407.
I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances
governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws
regulating construction or the performance of work.
Printed: 01 -16 -2003
Signature:
doc: Conditions
City of Tukwila
Department of Community Development 1 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
did #
Print Name: en. /e2 /max � / e_.
D03-006
Date: O / /G r/ 3
Printed: 01 -16 -2003
, 4jV.t.:Y 1': tv:k �LareY.�Ltw
Project Name /Tenant:
Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital
❑ Church CFI Manufacturing ❑ Motel /Hotel ❑ Office
❑ School /College/University ❑ Other
Value of Construction:
Site ddress (include suite numb
n0 t t •'0�r Lc-
City State /Zip:
C)l.t_ u...5v�' OS3 to`z
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Tax Parcel Number: �- e
t) .1_ �- L1 GAO' D ,j
Property Owner: ()
a "5/C7V Tiro r �R e. Li
Existing fire protection features: asprinklers ❑ automatic fire alarm ❑ none ❑ other (specify)
Phone:
Z Lo
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Street Address:
y0 l 1 ^DOv 1Qrxir_
City State /Zip:
1 u. t.o.tAr 9. LP, s
Fax it:
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Contractor:
Phone:
Street Address
City State /Zip:
Fax if:
Architect: ' \1'n
Phone:
Street Address: 3
City State/Zip:
Fax it:
Engineer: I '^
Phone:
Street Address: L
City State /Zip:
Fax #:
Contact Person: �
C` b�C._. C-c'S p `1 L S ?
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/tc vi d /'
Phone:
2.v 4c
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Street Addrqss: Q City State /Zip:
1- 10 1 C I ,, %, %C.- rt Vu tCw u.Jh uJ.4,_ q 65 o
Fax #:
2oc,..
- 7 13% D. S a `8
Description of work to be done (please be specific):
', vt S7" WR.c_ A N I A " - , o I C Q f t , S ti n v \/ - r... c. c a t LA. 1 r T "N - - - ✓i-Ay4 v■-a..a ID u. t.2 ,
Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital
❑ Church CFI Manufacturing ❑ Motel /Hotel ❑ Office
❑ School /College/University ❑ Other
Proposed use: El Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse Hospital
❑ Church ® Manufacturing ❑ Motel /Hotel ❑ Office
❑ School /College /University ❑ Other
Building Square Feet: (C 1 cab_ existing No. of Stories: - 2— Area of construction (sq ft): R I
_j
Will there be a change of use? ❑ yes no
If yes, extent of change: (Attach additional sheet if necessary)
Will there be rack storage? y es ❑ no
Existing fire protection features: asprinklers ❑ automatic fire alarm ❑ none ❑ other (specify)
Will there be storage of flammable/combustible hazardous material in the building? ❑ yes ❑ no
Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets
CITY OF T UVJNI LA
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
(206) 431 -3670
Commercial / Multi - Family Tenant Improvement / Alteration Permit Application
f
Application and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or facsimile.
APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING:
(Additional reviews may be determined by the Public Works Department)
❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone
❑ Fire Loop /Hydrant (main to vault) #: Size(s):
❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds.
❑ Sanitary Side Sewer #: ❑ Sewer Main Extension
❑ Storm Drainage ❑ Street Use ❑ Water Main Extension
❑ Water Meter /Exempt #: Size(s): 0 Deduct
❑ Water Meter /Permanent # Size(s):
❑ Water Meter Temp # Size(s): Est. quantity:
(
Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to
possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The
building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in
Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once.
Date application expires:
Date application accepted.
/ - O 3
PL
11/30/011
cipermir.doc
Project Number:
Permit Number: O —
❑ Hauling
❑ Landscape Irrigation
O Private 0 Public
O Private 0 Public
0 Water Only
gal Schedule:
Application taken by: (initials)
k,..J (i1.''j. --
SE SIGN BACK OF APPLICATION FORM
BUILDING 0 R AUTHORIZED AGENT ::
Signature:
�
Phone:
?-o V ^4 A
Date: (. I -1c
LO
to Z
Fax it:
20 W 1 d 46 a- a' o Li
Print name:
�..�
Address 4 O l
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�ity /State/Z l Sg'
APPLICATI . MUST BE SUBMITTED WITH T •LLOWING:
• ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL
ENGINEER OR CIVIE' ENGINEER
• ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN
• BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED
N/A SUBMITTED
a ❑ Complete Legal Description
U ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures
(Form H -13). Business Declaration required (Form H -10).
Four (4) sets of working drawings (five(5) sets for structural work), which include :
❑ Site Plan (including existing fire hydrant location(s)
1. North arrow and scale
2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements
3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions
4. Location of driveways, parking, loading & service areas
5. Recycle collection location and area calculations (change of use only)
6. Location and screening of outdoor storage (change of use only)
7. Limits of clearing/grading with existing and proposed topography at 2' intervals extending 5' beyond property's
boundaries
8. Identify location of sensitive area slopes 20 or greater, wetlands, watercourses and their buffers (change of use
only)
9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those,
identify by size and species which are to be removed and saved = F'
10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use W
only) Q
11. Location and gross floor area of existing structure with dimensions and setback U O
12. Lowest finished floor elevation (if in flood control zone) to p
13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). W w
❑ Floor plan: show location of tenant space with proposed use of each room labeled cn
�y w 0
L/ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of
any hazardous materials; dimensions of proposed tenant space. Q
L`7 ❑ Vicinity Map showing location of site = d
I.... w
E3 Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack z H
layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of Z O
rack. Structural calculations are required for rack storage eight feet and over. w w
�y
L_1 ❑ Indicate proposed construction of tenant space or addition and walls being demolished v
❑ ❑ Construction details 01—
w
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71 Cl Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water H 0
supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed w
sprinkler system design criteria as identified by the Fire Department.
U =
0 I
L_l ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings.
E ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds).
7r ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other
land use or SEPA decisions.
❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County
Department of Public Health prior to submitting for building permit application. The Department of Public
�/ Health is located at 999 Third Avenue, Suite 700, Seattle, WA or call (206) 296 -4787. (Form H -5)
,••
I�- ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor
has been selected at time of application a copy of this license will be required before the permit is issued
OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ".
Building .Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State
rif Washington a notarized letter from the prope owner authorizing the agent to submit this permit application and obtain the perrnil will
be required as part of this submittal
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF
PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
11 /30/00
clpermir.doc
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Parcel No.: 0223400050
Address: 401 ANDOVER PK E TUKW
Suite No:
Applicant: FATIGUE TECHNOLOGY INC
Receipt No.: R03 -00019 Payment Amount: 287.14
Initials: KAS Payment Date: 01/08/2003 01:20 PM
User ID: 1684 Balance: $446.25
Payee: FATIGUE TECHNOLOGY INC.
TRANSACTION LIST:
Type Method Description Amount
Payment Check 21391 287.14
ACCOUNT ITEM LIST:
Description
doc: Receipt
City of Tukwila
6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
PLAN CHECK - NONRES
RECEIPT
Account Code Current Pmts
000/345.830 287.14
Permit Number: D03 -006
Status: PENDING
Applied Date: 01/08/2003
Issue Date:
Total: 287.14
4246 01/09 9716 TOTAL 207.14
Printed: 01 -08 -2003
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RECEIPT ; 1Z
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Parcel No.: 0223400050 Permit Number: D03 -006 J U
Address: 401 ANDOVER PK E TUKW Status: APPROVED U 0
Suite No: Applied Date: 01/08/2003 co
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Applicant: FATIGUE TECHNOLOGY INC Issue Date: J 1-
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Receipt No.: R03 -00051 Payment Amount: 446.25 2
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Initials: KAS Payment Date: 01/16/2003 01:17 PM N d
User ID: 1684 Balance: $0.00 -1 w
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Payee: FATIGUE TECHNOLOGY w F- uj
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Type Method Description Amount 0 H
ww
Payment Check 21392 446.25 F-
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TRANSACTION LIST:
ACCOUNT ITEM LIST:
doc: Receipt
City of Tukwila
Description
6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
BUILDING - NONRES
STATE BUILDING SURCHARGE
Account Code Current Pmts
000/322.100
000/386.904
441.75
4.50
Total: 446.25
4401 0.1/16 :716 TO IX 446.25
Printed: 01 -16 -2003
Pro 1
ectviki C. re On -
Typefof-inspectiqm:
— i (
I
Address: I
L A) j 41 Pk L
Date Ca111:1,31 /03
Special Instructions:
Date Wante a.m.
P.m.
Requester:
Icekilri )01e
Phone No
Z effi -An -,90 to
1 .1
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 981 88
P RMIT
El Approved per applicable codes.
COMMENTS:
.10'r
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Corrections required prior to approval.
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Srs: 4 ,"
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01, eeS
Inspector:
Al277
(206)4 1-3670
El $47.00 REINSPECTI FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Zet.27-:
Receipt No.:
Date:
5
Project: // //
Fs: 1r 7e. - c- /i7t`�L.r /i
/
Type of Ins ection:
l �1�c I
ddres / 7
a 0/ /1� / PX
Date Called:.
1 a 3
Special Instructions:
,. t/ r� 1
re nos tor V�r' I I l
S (( : yrI
Date W� ted:
�- �5 b3
a.m.
Requester:
}��vi
Phone N:
INSPECTION NO.
•
INSPECTION RECORD I
Retain a copy with permit LJ
PERMIT N
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4 1 -3670
Approved per applicable codes. ® Corrections required prior to approval.
COMMENTS:
G ) 4 x iQ-
Ce
tor:
4 .00 REINSPECTION FE
d at 6300 Southcenter
�.4.•.. ) (
Re eipt No.:
Date:
REQUIRED. Prio to inspection, fee must be
lvd., Suite 100. C�I to schedule reinspection.
Date:
i.r
Sprinklers:
Fire Alarm:
Hood & Duct:
Halon:
Monitor:
Pre -Fire:
Permits:
Authorized Signature
FINALAPP.FRM Rev. 2/19/98
.., 1'a`' Y'";t:'
City of Tukwila
Fire Department Thomas P Keefe, Fire Chief
TUKWILA FIRE DEPARTMENT
FINAL APPROVAL FORM
Project Name rot 4"'ir. u {0. 17.erir4
Address L-/d J byripveor 6k r:
' Il
_Retain current inspection schedule
Needs shift inspection
/Approved without correction notice
Approved with correction notice issued
Permit No. 003 --006
2 //7/z.,:z
Steven M. Mullet, Mayor
Date
Suite #
T.F.D. Form F.P. 85
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439
allP(;
Strice. /L/i/JNV/IGns
Putnam Collins Scott Associates
Tacoma • Seattle
FILE COPY
STRUCTURAL CALCULATIONS
CA.l ( j Do
JAN 15 NV
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SEISMIC ANALYSIS ON FOUNDATION ATTACHMENT OF
REMSTAR SHUTTLE NT 250 VERTICAL LIFT MODULE
FOR FATIGUE TECHNOLOGIES
TUKINILA, WA
FOR
PREPARED FOR PACIFIC INTEGRATED HANDLING
TACOMA, WASHINGTON
PREPARED BY
PUTNAM COLLINS SCOTT ASSOCIATES
EXPIRES: 12118/04
DECEMBER 13, 2002
: 'i .`.•d : 2" �i�::.'::1::. ��d, .,::i.:.:,5,.'i- s.�i:.t:,:i.... , 4,.t:..;.t,c....+.1
CITY OF TUKWILA
JAN - 8 2003
PERMIT CENTER
03 -Oq4 Do 006
950 Pacific Ave., Suite 1100 Tacoma, WA 98402 • (253) 383 -2797 • (253) 383 -1557 fax
209 1 /2 First Avenue South, Suite 300 Seattle WA 98104 • (206) 292 -5076 • (206) 467 -7788 fax
www.pcsainc.com • Incorporated 1969
PRINCIPALS
Daniel D. Putnam, S.E.
James H. Collins, S.E.
Donald R. Scott. S.E.
Lanny J. Flynn, S.E.
SENIOR ASSOCIATES
Richard M. Dehmcke, S.E.
Jack J. Pinkard, S.E.
ASSOCIATES
Gareth J. Floyd, CPA
Aaron A. Goodwin, CAD
Douglas A. Goodwin, S.E.
Bret Maddox, S.E.
Brian C. Phair, S.E.
Craig D. Stauffer, S.E.
STRUCTURAL ENGINEERS
Gary E. Beckner, S.E.
Jim L. Harris, S.E.
Ronald E. Seehalor, S.E.
PcsA
Putnam Collins Scott Associates
Tacoma " Seattle
Seismic Analysis for
Remstar Shuttle NT250
Fatigue Technologies, Tukwila,
950 Pacific Ave. Suite 1100 Tacoma, WA 98402 •
(253) 383 -2797 ' (253) 383 -1557 fax
209 1/2 First Avenue South, Suite 300 Seattle,
WA 98104 • (206) 292 -5076 • (206) 467 -7788 fax
www.pcsainc.com • Incorporated 1969
12/13/2002
by Don Scott
Job no. 03- 094.mcd
Sheet 1 of 5
Seismic Analysis on Foundation Attachment of Fatigue Technologies
'REMSTAR SHUTTLE NT250' System Equipment Vertical Lift Module
Code:
Data:
Unit Specifications
Unit Type
Unit Height (in.)
Unit Width (in.)
Unit Depth (in.)
Unit Live Load (lb.) w tray := 4121b nt := 35
Unit Dead Load (lb.)
Total Weight Fully Loaded ((lb.)
General Specifications
Slab Area L := 8.77ft W := 8.62ft
Slab Thickness
Concrete Strength
Soil Bearing (assumed)
Location
Anchorage to Concrete:
bolt spacing s = 6.25 in. concrete edge distance c = 4.00 ft
Anchor: Hilti HY -150 Epoxy (ICBO ER 5193)
1/2" dia. Thrd. inserts embed 4 -1/4" (min.)
Adjusted Values
D:= 1.33
s' := 0.7
c' := 1.0
Pt := p't,D,s,,c'
Vt := V'
Total number of bolts
(2 per column )
1997 Unform Building Code (UBC),
AISC 9th Edition, ACI (current edition)
Remstar NT250 Vertical Lift Module
H := 232.28in
w := 103.49in
d := 105.24in
wll wtray wll = 14.42 lb
wdl := 32811b
wt Wdl + wll
AS= L.W
thk := 6in
f c := 3000psi
sp := 2500psf
Tukwila, Washington
n := 16
wt = 17.71b
A= 75.6 ft 2
Pi := 36901b allowable tension (base value)
V' := 34201b allowable shear (base value)
Load Duration (Seismic)
Less than specified spacing (s) but greater than minimum: smin = 0.25(s)
Less than specified edge distance (c) but greater than minimum: Cmin = 0.33(c)
P = 3.44 lb allowable tension (adjusted value)
Ni = 3.18 lb allowable shear (adjusted value)
77
sht. 1
PcsA
Putnam Collin Scott Associates
Tacoma * Seattle
Seismic Analysis for
Remstar Shuttle NT250
Fatigue Technologies, Tukwila,
950 Pacific Ave. Suite 1100 Tacoma, WA 98402
(253) 383-2797 (253) 383 -1557 fax
2091/2 First Avenue South, Suite 300 Seattle,
WA 98104 • (206) 292 -5076 • (206) 467 -7788 fax
www.pcsainc,com • Incorporated 1969
12/13/2002
by Don Scott
Job no. 03- 094.mcd
Sheet 2 of 5
SEISMIC
Zone
C = 0.36•N
I := 1.0
a := 2.5
R := 3.0
h := Oft
h := 19.36ft
Wp := wtx
ap•C h 1
F p := R • 1 + 3• h W 1.4
r
F Shall not be less than:
Fp := 0.7•Ca•Ip•Wp•� 114 l I
F Shall not exceed:
F " 4C
Overturning Moment:
Resisting Moment:
Interaction
h x
F a l 1 + 3• h 'W
r
Seismic Zone : 3 N := 1.0 N := 1.0
Seismic Zone Factor (Table 16 -Q)
Importance Factor (Table 16 -K)
Per SD Soil Pofile (Table 16 -0)
Per SD Soil Profile (Table 16 -0)
Height of Floor above grade
Height of roof Elevation above grade
Structure Weight
(Is.) + (Vs)
--
P Vt
Interaction
:= Puplift + FP
P n•.5 V
M Fp•H
M := wt
(Mot — Mrl)
uplift
:= i Mot Mn, l ,Olb
( wx — 8in)
F P = 3.79 k
r F' =3.19k
F " 18.21k
M = 440.53 k•in
M l = 915.94 kin
Puplift = 0 k
Interaction = 0.07
Therefore = " Hilti bolts OK"
( working stress )
sht. 2
PcsA
Putnam Collins Scott Associates
Tacoma * Seattle
Seismic Analysis for
Remstar Shuttle NT250
Fatigue Technologies, Tukwila,
12/13/2002
by Don Scott
Job no. 03- 094.mcd
Sheet 4 of 5
Check Base Plate
Base Plate Dimensions b := 5.1in d := 18.9in := .31in bl := 2.75in
F Y • = 36ksi
wtx
Pcol •= 8 Pcol = 2.21 k
Mot
Pseismic (WX _ gin 4 seismic = 1.15 k
Pmax := Pco1 + Pseismic
P max
f
b.d
Mb
f a • 1•in•b1 2
2
1 •in•t
Sbase 6
Fb :_ .75.F 1.33
• Mbase
fb
abase
fb = 0.23
Fb
Therefore = " O.K. "
P max = 3.37k
f = 34.92 psi
Mbase = 0.13 lb in
Sbase = 0.02 in
Fb = 35910 psi
fb = 8244.04 psi
950 Pacific Ave. Suite 1100 Tacoma, WA 98402 •
(253) 383 -2797 • (253) 383 -1557 fax
2091/2 First Avenue South, Suite 300 Seattle,
WA 98104 • (206) 292 -5076 • (206) 467 -7788 fax
www.pcsainc.com • Incorporated 1969
sht. 4
PcsA
Putnam Collins Scott Associates
Tacoma * Seattle
Seismic Analysis for
Remstar Shuttle NT250
Fatigue Technologies, Tukwila,
950 Pacific Ave. Suite 1100 Tacoma, WA 98402 •
(253) 383 -2797 • (253) 383 -1557 fax
209112 First Avenue South, Suite 300 Seattle,
WA 98104 * (206) 292 -5076 • (206) 467 -7788 fax
■ww.pcsainc.com • Incorporated 1969
12/13/2002
by Don Scott
Job no. 03- 094.mcd
Sheet 3 of 5
Check Shear and Tension Anchorages For Threaded Rods In Concrete
U := 1.32D + 1.1L + 1.7E co := 1 (Special Inspection)
E := l .7(F E = 6.45 k
V := o) E —
n.8
w•(
Pu n•8
Anchor Capacity
V 0.4k
P =0k
bolt strength in tension
Ab := .25•7t•dia Ab = 0.2 in
P := 0 . 9 •Ab'fut Pss = 21.21k
therefore = "OK"
bolt strength in shear
V := 0 . 75 •Ab'fut Vss = 17.67k
therefore = "OK"
ratio of anchor spacing to embedment length d := 7.5inis dp = 0.83
m
therefore = "failure surface forms a truncated pyramid"
A = 446.25 in
dia := .5in bolt diameter db := dia fut := 120ksi
ratio of edge dist. d := 8.5in to embedment d is de = 1.13 greater than 1
d
concrete capacity in tension P := 400( psi 4 := 0.65 X:= 1.0 (normal wt. conc.)
4)P 4•2t.•4•A ` 4)P 73.38k
therefore = "O.K."
d
ratio of edge dist.to bolt dia. is e = 17
db
concrete capacity in shear
4)V 800•4)•X•Ab•Jf 4)V =6.46k .
therefore = "O.K."
Use 1/2" diameter threaded inserts embed 4 -1/4"
greater than 10
n := 2 number of bolts per column
sp := 6.25in bolt spacing
Sp2 := 6in row spacing
dh := .5in bolt head dia.
sht. 3
...a ........: :�nr.k:: A.caL.li.fi'A'.k:•l
i�11.I1.li.44.43b1
...,. ..n.. .,.;.+r�w:�i»a ✓.•aP.�.�::: +r P!rv"'a.i;i'w..'.'da:d : l`:i:':siiwa+.;
PcsA
Putnam Collins Scott Associates
Tacoma * Seattle
Seismic Analysis for
Remstar Shuttle NT250
Fatigue Technologies, Tukwila,
Check Foundation:
Puncture P := 1.2.— wdl + 1.0•E' + fl •w11
(one column) 8
P := 1.2.8 wdi + 1.0•E' + f1'wll
Fpunc 2.66.4T psi
Apunc :_ [(b + thk..5) + (b + thk•.5)]•2•thk
P
Fpunc
Apunc
Fpunc — 0.49
Fpunc
Therefore = " OK "
Puncture
( 2 columns
adjacent)
P:= (1.2. WdJ + 1.0•E' +f1•i w11)2
Fpunc := 2.66•J psi
P = 33.121b
Fpunc = 168.23 psi
Apunc •= 112 b •+
2 � 2 + I b +J2]•thk
thk
2 Apunc = 255.6 in
L\ `
Fpunc = 129.56 psi
P
Fpunc
Apunc
P := 1.2.4 wdI + 1.0•E' + fi'wli
Fpunc = 0.77
F punc
Therefore = " OK "
thk = 6 in b = 5.1 in wd1= 3.28 k Total DL
E' := Mot E 1.15k
(wx — 8in).4
P = 16.07lb Per Column
Fpunc = 168.23 psi
Apunc = 194.4 in
Fpunc = 82.64 psi
r
E' := Mot E' = 1.15k
(wx - 8in).4
fl := 1.0
fl
:= 1.0
950 Pacific Ave. Suite 1100 Tacoma, WA 98402 •
(253) 383 -2797 • (253) 383 -1557 fax
209 1/2 First Avenue South, Suite 300 Seattle,
WA 98104 • (206) 292 -5076 • (206) 467 -7788 fax
www.pcsainc.com • Incorporated 1969
12/13/2002
by Don Scott
Job no. 03- 094.mcd
Sheet 5 of 5
sht. 5
Fatigue Technologiesxis
Fatigue Technologies
Remstar Shuttle TM 250NT System
Equipment Specifications
# of Units
# of Trays
# of Shelf Rails (pairs)
Overall Unit Height
Overall Unit Width
Overall Unit Depth
Required Room Height
Approximate Shuttle Weight
Approximate Weight of Trays & Rails
Approx. Weight Empty w/Trays & Rails
Approximate Weight Fully Loaded
Usable Tray Width
Usable Tray Depth
Minimum Tray Spacing
Maximum Load Height
Clearance Required Above Product
Maximum Load per Tray
Average Load per Tray
Maximum Unit Capacity
Unit Capacity for Product
Lifting Speed
Lifting Speed if Extractor is w/o a Tray
Extractor Speed (user definable)
Average Dual Access Time
Maximum Dual Access Time
Lift Drive Motor
Extractor Drive Motor
Average Power Consumption
Max. Power Consumption
Power Supply Required
Fuse (external)
Safety Factor for Lift Chains
Control Type
Operator Panel 2000 Location
QWERTY Keyboard
DB 2000
Additional Alphanumeric Display
Barcode Scanners
Transport Cart
Manual Table Extention
Automatic Table Extention
Weigh Scale
Shuttle ESD Equipped
Horizontal Position Indicator
Safety Shutter System
Storage/Surface Area Offered
Useable Cube w /Rails Spaced @ 3.94
1
: 35 (Average per Unit)
: 36 (Average per Unit)
: 232.28
: 103.49
: 105.24
: 234.64
: FALSE
: 3281
: 3281
: 44000
: 90.5
: 32.4
. 3.94
: 29.53
: .79
: 412
: 412
: 44000
: 40719
: 139.76
: 212.59
. 16.54
24.01
: 31
: 38
: 2.95
: 0.33
Controls 2000
Pedestal
No
No
No
No
No
No
Yes
No
No
No
No
Inches, or 19 Feet 4.28 Inches
Inches
Inches
Inches, or 19 Feet 6.84 Inches
Pounds Empty without Trays, Rails, Product, etc.
Pounds (Average per Unit)
Pounds (Average per Unit)
Pounds (Average per Unit)
Inches
Inches
and can be increased incrementally by .98"
Inches
Inches
Pounds
Pounds
Pounds
Pounds
ft /min. Standard
ft /min.
in. /sec. Standard
in. /sec. Maximum
2.2 kw or 3KVA
4.5 KVA
480 Volts / 3 Phase
3 x 18A Delay
10:01
Shuttle Specification Sheet
20.23 Lbs. Avg. Load/Sq.Ft of Tray Area
19.70 ft /min. Minimum
2.36 in. /sec. Minimum
Seconds with Tray in Access Opening
Seconds with Tray in Access Opening
hp AC Gearmotor
hp AC Gearmotor
: 713 Avg. Sq. Ft. of Surface Area Provided per Shuttle
: 563 Cubic Feet Provided per Shuttle (approximate)
11/10/20028:28 AM
if+:t�ri: tai: ir?!.[ i? i' i S t w' i : °:.� ?ix:�4r.1i;7�..;:
SHUTTLE" f5001750/ 1000
C2000
FLOOR LOADING
Engineering should consider this data for statistical calculations concerning foot or ceiling load capacity.
METRIC SYSTEM ENGUSH SYSTEM
TYPE 1 250 Tray TYPE 1 250 Tray
SUF = fTray Depth (TD) + 71.5mm) x 130mm x 4 (square centimeters] SUF • (Tray Depth (TD) + 2.811 x 5.12' x 4 (square inches]
100
TYPE 2 2501 5001 750,1000 Tray TYPE 2 250/ 500/ 750/ 1000 Tray
SUF = (Tray Depth (TD) + 135mm) x 130mm x 4 (square centimeters) SUF = (Tray Depth (TD) + 5.311 x 5.12' x 4 (square inches]
100
'Only with even contact surface. Otherwise, shim plates must be considered.
TOTAL UNIT WEIGHT
Unit Mass (kg.) = 'Unit Weight + No. of Trays x (tray load + tray
weight) + (No. of shelves x shelf weight)
UM (kg.) = 'UW + NT x (TL +1W) + (NS x SW)
Dynamic Unit Weight (N) = Unit Mass (kg) x 9.81m1s (gravity)
Duw (N) = Um (kg) x 9.81 m1s
'Please reference Pages 1.22 -1.29 for unit weights
TOTAL UNIT WEIGHT EXAMPLE
"Please reference Page 1.30 for Standard Tray and Shelf Rail weights, and
to calculate other tray sizes, Page 4 -9 for Tray Dead Weight formula.
825 X 825 (32.48" x 32.48") TRAY, TYPE 1, 6300MM TALL (Includes 40 trays and 76 shelf rail)
SUF= j825 + 71.5) X 130 X 4 =4661.8cm
100
/Basic Unit = 1526 kg
Tray Load = 293 kg 18a
"Tray Weight =17 kg 51 4.5
"Shelf Rail Weight = 3 kg
UM = 1526 + 40 x (293 + 17) + (76 x 3)
UM = 14154 kg.
DUW= 14154kgx9.81m/s
DUW = 138850.75 N (to configure dynamic unit weight (Newtons), the metric system must be used)
TD = Tray Depth
UM = Unit Mass
NT = No. of Trays
TL = Tray Load
TW = Tray Dead Weight
DUW = Dynamic Unit Weight
NS = No. of Shelves
SW = Shelf Weight
SUF = Supporting Unit Surface
SUPPORTING UNIT SURFACE (SUFI'
or SUF = (32.48 + 2.81) X 5.12 X = 722.74 inch
CALCULATE PSI (pounds per square inch)
PSI = UM (Ibs.)Isquare inch of supporting unit surface (see above)
Note: kg. X 22 = tbs.
Using example above,
UM = 14154 kg. Or (14154 kg. X 2.2 = 31,138.8lbs.)
PSI = 31,138.8 IbsJ 722.74 inch
PSI 43.08
1-2001 ALL DIMENSIONS ARE IN MILLIMETERS, CONVERT MM TO INCHES: NM 1 25.4 = INCHES
TECHNICAL INFORMATION
1 -10
Tray Dimension
TW x TD
Shuttlelm 250
UW x UD
Shuttle 500
UW x UD
ShuttleTM 750
UW x UD
Shuttle 1000
UW x UD
1250mm x 825mm
(49.21" x 32.48 ")
1580mm x 2673mm
62.20" x 105.23"
• '
1300mm x 863mm
J51.18" x 33.98 ")
1630mm x 2977mm
64.17" x 11720"
1850mm x 863mm
(72.83" x 33.98 ")
2180mm x 2977mm
85,83" x 117.20"
-1..7 _
' '1%," I
• ' �
UNIT DIMENSIONS
Unit Dimensions for "STANDARD" TRAY Offering
SHUTTLETM NT 250/ 500175011000
LID
Type 1, Tray 250:
UD=3xTD +198mm(7.80')
Type 2, Tray 250 / 500/ 750/ 1000:
UD = 3 x TD + 388mm (15.28')
el
UD = Unit depth
UW = Unit width
TD = Tray depth
1W = Tray width
TH s Table height
C2000
1 -1
1W= Tray 1Ndth
"ID = Tmyt h
130mm
(5.11
contact surface
ST 37 = steel specification 370 N /r m?
8mm(0.31")thick
REMSTAR INTERNATIONAL INC.
'iVll + 330 mm (13'
LAYOUT PLAN SHE . (LE NT 25015001750/1000, C2000
power supply
X
}
•21
150mm x150mm (5.9"x5.9')
T
These anchor holes not
used for Seismic install
120 mm
(4.71" )
Ev
ad
ID
1 h } .
ICS
ismic Foot plate design.
'smic 7
2 each 5/8" anchor holes per
8'x'8' foot plate (8 locations)
U-1 440-1 �
4 N offp gpiuvt.
• Tyne 1 (250)
UD =3xTD+ 198mm(7.80")
X = TD + 71.5mm (2.82")
Y = TD - 298mm (11.73 ")
• Type 2 12501 5001 750/ 10001
UD ■ 3xTD+388mm (15.28")
X =TD +135rnm(5.32")
Y IS TD - 225.5mm (8.887
If you need shim plates br a perpendicular
• assembly of the unit, these plates must be
underlaid at the bad columns
The evenness of the floor must be within the per-
missible allowance of 8mm within a distance of 3m.
_tom Iwo on
3.d13.11: --i
1/2001
I .)
1�M
Z
°~ W
00
CO 0
W
1.-
U)
w °
g
co
= a
i w
z �.
l- 0
Z --
U
O —
O 1-
W W
1—
LL O
.. Z
W
=
OF-
Z
SHUTTLE"' NT 25015001750/1000
C2000
RACK REINFORCEMENT (Horizontal Bracing)
Unit Height (nml
2800 - 7000
7100 - 8000
8100 - 9000
9100 - 10000
10100. 11000
11100. 12000
1 -2001
Al deviating access height,
the measures of the
assembly instruction of the
access are valid.
Rack reinforcement on units with Raised Load see Page 2 -
Unit Load
'Nadi' oats! Bracing Without Bracing
1 set (reduces usable height by 75mm front and rear) 44,000 lbs.
1 set (reduces usable height by 75mm front and rear) 33,000 bs.
1 set (reduces usable height by 75mm front and rear) 33,000 lbs.
1 set (reduces usable height by 75mm front and rear) 33,000 bs.
2 sets (reduces usable height by 75mm x 2 front and rear) Consul Factory
2 sets (reduces usable height by 75mm x 2 front and rear) Consult Factory
DRAWINGS
t<..
kik
J
'Unit Load
With Bracing
66,000 lbs.
55,000 lbs.
48,400 lbs.
44,000 lbs.
40,700 lbs.
37,400 lbs.
2- 6
..r.,......«..... ...,u.... ,...., ..,�.....,.a , ,,,..,.w,.,c.,;«as.au' 'r „e;:;.•.4ao.Y.'t.L,K • k
Weldon:
A
B
C
D
•E
F
43
TH
mm /In
mm /in
mm /In
mm /in
mm /in
mm /In
mm /in
mm /In
250
465.5 / 18.33
48.5 / 1.91
43.5 / 1.71
1076.5 / 42.38
/ 32.99 '
514 /20.24
1033 / 40,67
'863 / 33.98
500
471.5 / 18.56
48.5 / 1.91
49.5 / 1.95
1082.5 / 42.62
520 / 20
750
496.5 /19.55
48.5 /1.91
49.5 /1.95
1082.5 /42.62
545 /21.46
1000
509 /20.04
48.5 /1.91
84.5 /3.33
1117.5 /44.00
557.5 /21.95
Weldon:
1Hrrin•i:031m►RlW) 'T1.1 mix.L41.1787nm(70.35)
Wenaikon
THrin•483mn(iaZJ') 1Hnal•W•1212rrm(47.72)
TH • Table height UH • Unit height
1 -2001
SHUTTLET"' WITH ONE (1) ACCESS OPENING 250, 500, 750 & 1000 NT C2000
•)
• Shea distance = distance between two shelf rails
= Usable storage goods volume
>.<
Control
TH - F
X = 360 mm • shell dislance')
Xmm- l70mm
•
838mm - CLEAR
access opening
' height
1033mm -
TOTAL access
. opening height
g. NOTE: It educing accost
opening height, please Pay
attention to operator
headroom. The keyboard
should be installed in a stand
desk or swingarm.
" TH • 863 (33.98") to standard
1 -13.1
SHU1TLE'" NT 2501 5001 7501 1000
C2000
HORIZONTAL BRACING At Unit Heights > 7M UP TO 26M
See Page 24 lot inkvmation oa
Raised Load Bracing andRtirklot meat
1 -2001
>7 <10m
1=11111 NNW
Special unit height Contact Factory
0
N
8
0
I,
8
N
v
U,
z
Unit Loads rag at these heights. Please contact bctovy for detais.
'NOTE: With a unit height >10M. it is necessary to check whether the machine needs to be supported or secured on
one or more machines, a wall, or the ceiling. If supports are required (which must be executed horizontally supporting,
but vertically mov?b e), the number aM! i! i^n of the supports, along with pricing, will be determined and agreed
upon prior to order placement to be included with unit order. Please contact Reinstar Regional Manager lot
information.
ALL DWENS1ONS ARE IN MM I METERS, CONVERT MM TO INCHES: MM ! 25.4 ■ INCHE2
DRAWINGS
2- 7
•
•
r' L ..1
,
OYITIMCT
1
•
•
•
��.+. FLOOR LtYtl EL.24 S4���•• lt ►(ye7_±Y
t40 icy
SLAB iI r. RLt1 0•
yo K
JOO'
7 I 6 I 9
1 */C'f 401.00• too'-o•
U••4•
C. J 1 1 1 _ . -. -4+1 ___ _ aJ •
1
1
•
L..
.
IOl TT.I, Htra
FLOOR PLAN
A .' • r
V'.
10
1 1
MlfA.
' LL 4Af.AE'
12
R T f uFestALA. Ce.a c,
p t MCT•R•• pv4.510
•
LL;
13
16 t 1 17 I 18 19 I 20 '
14 1 1s f
QA .
i >
• I N.f.
A % 1.0 wl M4 � •
Doll Mt<IA • I.1. 4 _ 1.
11•11.f. Wort. I..11A• • 1.
••rt.T•I'• Ow I {
rroeiflntl.•)
wT '.. • ON I•• •ftr 2• rr•
. .
flaw Slams _ 1,001 I'• dm 2e .m
h•..•t R.tl !wools . • re Ow H M- owo
•f004 .lI ..r • ll b. 1.....11 1 % O•M 0111![ •Iwl• N. op.. A11.1'K ‘,1 (1.70.. .11t rrw✓ to oo.n... nl .�Nr d 1.
. ` Ir p•• 2.
.t•/..
..e...•e• .IM C1 a...4. Lorry. , .
.•aet.t• ewer .MU b. wt �a r
' .O• ort .IH ow. 1
....r....nn M t.• •
w.WJe• • M r owl.. 1.1?
Tnr i �oTT• I.r •I1 11."•".. silt.. le bar .n. .r Ir .1..
• w.w, "E•1 TO SI M MAT S ttIS..) Tnl t• N f•N InM aria
5T�•.W, AM (N• .r•e
•1. . � •.•t'7. lIna t 22.o•i r.tII..t/s .1 tca✓..• lied. •tT•n + I.
..e..t<w.I.t n .. •l••• .I.•Il M boll. u4•
I.. O 111. (.•l. ....Is. �.y . Vt...
• ...DO ►alt. a ...... le .. . j O..N Tool. 4M. •.1•.. eu1•
All . t1 •MI L N le .. IAI• l NMn1M 1.1.4 at
. _ All fll4t 1 C.III•4 vl... . f T or
f .n. /!11.10 .•.. Alit 1~ !1 ~ 11 M We N.. •
XrJ• 411 2. E r. •alit ie•tl.)
lrnoU. R tl•• , 1 PS too.. orolile••w for 11.41. fir fear..
R•• •• w l A • enlp Mo. •(� Nl. 1 fir tlr•
r.C1J1• U.N. y I. C..wtl. •A• tl.{ w
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•. II C .I. . X14 t M.A. A ..rw. •ar• A.I.T.C. n W:
•. A jb.►•n Jolt �•• I ../A.1.i.C. W.11ry l .w A.I•
1 of ....rr.... /rail b. ..o.tM.
lw N /l
A.f.T.C. WWI.. lWWI.. w X1..4• I••�••'n 11.1 t. far• •l �.ti!
I
• ....A.41.17........ Nw .rnl.l •.d .•t..••
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?OR OCFIC '• ? .A1. T. r... rat•. rr + ellflr.tl+7 t.. 0 0....1.• r•r 111•
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emN.e.rvfn Cr*. 'tT 1 M I. O.T. ►•A. V•4. ...1'1.1 Ni.r •
0.111'4 w1r.. ••••� Jon 1
Up of ro.( ily.r•r IN • •• O.C•
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171:1 1 : 4f
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it Mall M CHI r1)'I•f rll• I10 ■•• • T•• VI.
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•
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•.In polo. TN .•eiU••l .1t .lwl N IV
a•ll .owl. fill •11 nil• •r lol P....7 1. MIN ..I IN
Mn. •... •.1.: • .I f..r411 . M ..1.1 bor..: 1
Solos t.. ." . ` I I O.C. 7 • ' o. ITM •` o.• Mr. T'.• • bor I. ht f I•, err. wf • M.+ o•. -•1.... • 4v..p ;1.-
t. Wt. ly. ••• •• .1•..111.1 H P. O.O.C•
Mlt •1 ull. Ir••1 . t..J
etall wort Oa
FAC.I OF fr0.1•
`dy
STRUCTURAL- DRAWING LIST
9.1 FOUNDATION 4 FLOOR PLAN
5-2 FOUNDATION h. FLo0c4 5.5 FOUNDAT1f1N DETAtLSD 5.471i.S-
5.4
5-5 ROOF FRAMING PLAN _ANT.l
5.7 • • • • I 2
9.7
5•E HEZZANINE FLOOR FRAMING 4 DE
T AILta
5.1
5.10 TILT -UP CONCRETE WALL•
5•II ((0010 PLAN C OCTMLS
5.12 OFFICE FL. PLAN•
5-13
5.14
Z
I ,-
W
QQ • �
J U
O 0
co o
co uj
J
u) LL
W 0
L Q
U) 3
2d
t ~ 2
Z �
Z 0
W
W
U o
O �.
. O I-
W _, W
U
L Z
U =
O 1-
Z
N
0
H
0
F
WIC
0
f
I. -'I"
l a
F1.22.7
0
LAI
DOG. BOARD
•
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P.'i C 4 RAT 1 Ll 4
LII I'4IAI/.
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•14 WALL COL. 8P*
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ICBO Evaluation Service, Inc.
5360 WORKMAN MILL ROAD • WHITTIER, CALIFORNIA 90601 -2299
A subsidiary corporation of the International Conference of Building Officials
EVALUATION REPORT
Copyright C 1999 ICBO Evaluation Service, Inc.
Filing Category: FASTENERS — Concrete and Masonry Anchors (066)
HILTI HIT HY -150 ADHESIVE ANCHOR SYSTEMS
HILTJ, INC.
5400 SOUTH 122 EAST AVENUE
TULSA, OKLAHOMA 74146
1.0 SUBJECT
Hilti HIT HY -150 Adhesive Anchor Systems.
'2.0 DESCRIPTION
2.1 General:
The Hilti HIT HY -150 Adhesive Anchor System consists of
HY -150 hybrid adhesive mortar used in conjunction with
threaded steel rod or deformed steel reinforcement bars. This
evaluation report recognizes the use of HIT HY -150 in nor-
mal- weight concrete, lightweight concrete and fully - grouted,
concrete masonry construction. Table 1 provides general ap-
plication descriptions for use of the Hilti HY -150 adhesive.
2.2 Materials:
2.2.1 Hilti HIT HY -150 Adhesive: Hilti HIT HY -150 adhesive'
is a hybrid adhesive mortar combining urethane methacrylate.
resin, hardener, Portland cement, and water. The resin and
cement are kept separate from the hardener and water by
means of a dual-cylinder foil cartridge that allows for multiple
uses. An auger -style mixing nozzle is attached to the manifold
and the adhesive components are dispensed through the
mixing nozzle to ensure proper mixing of the separate adhe-
sive components. The mixing nozzle may be replaced to per-
mit multiple uses of the refill cartridges. The shelf life of the
adhesive is at least nine months when stored in a dry, dark en-
vironment. Each cartridge is stamped with an adhesive expi-
ration date. Temperatures during short-term (less than 48
hours) storage of the adhesive must be between 23 °F and
95 °F ( -5 °C and 35 °C). Temperatures during long -term stor-
age of the adhesive must be between 41°F and 70 °F (5 °C and
25 °C). Hilti, Inc., should be contacted regarding suitability of
adhesive for which the storage history is unknown.
2.2.2 Threaded Steel Rods: Threaded rods must be
manufactured from steel in compliance with the mechanical
property requirements of ASTM A 36; ASTM A 193, Grade
B7; orAISI 304 -SS, Group 1 CW. Specification and installa-
tion parameters for threaded rods are noted in Table 2.
2.2.3 Reinforcement Bars: Deformed reinforcement bars
range in size from No, 3 through No. 11. The bars are
manufactured from steel conforming to ASTM A 615, A 616,
A 617, or A 706; minimum Grade 60.
2.2.4 Normal- weight Concrete: Normal- weight concrete
must be normal- weight, stone - aggregate concrete having a
minimum - 2,000 -psi (13.78 MPa) compressive strength at the
time of anchor installation.
2.2.5 Lightweight Concrete: Lightweight concrete must
have a minimum -3,000 -psi (19.17 MPa) compressive
strength at the time of anchor installation.
2.2.6 Grouted Concrete Masonry Units: Concrete mason-
ry construction must be fully grouted and have a minimum
prism strength of 1,500 psi (9.58 MPa).
2.3 Design:
Allowable tension and shear loads for various combinations
of base materials and anchor components are given in Tables
5 through 11. The allowable tension values in Tables 5
through 11 must be adjusted in accordance with Figure 1 for
in -service base material temperatures in excess of 110 °F
(43 °C). Allowable Toads for anchors subjected to combined
shear and tension forces are determined by the following for-
mula:
(P /P + (V s 1
where:
P = Applied service tension Toad.
Pt
Service tension Toad.
ER -5193
Reissued July 1, 1999
V = Applied service shear load.
Vl = Service shear Toad.
For anchors installed at edge distances less than c or an-
chor spacing Tess than sc., or both, the allowable load of the
anchor based on either bond or concrete strength must be re-
duced in accordance with reduction factors in this report. The
appropriate steel strength provided in the Toad tables must
also be considered when deriving the allowable Toad for the
anchor.
2.4 Installation:
Installation of the Hilti HIT HY -150 System must conform to
the manufacturer's published installation instructions and the
requirements of this evaluation report. Holes for installation
of the threaded rod or reinforcement bar must be drilled using
a drill that is set in roto - hammer mode and that has a carbide -
tipped drill bit that complies with ANSI 8212.15 -1994. Holes
must be cleaned of dust and debris, using a wire brush and
compressed air as required to remove particulate debris and
to achieve a relatively dust -free surface. Holes are permitted
to be damp but all standing water must be removed in accor-
dance with Section 4.13 of this evaluation report.
The dual - cylinder cartridge is self- opening, and the adhe-
sive is dispensed through an auger -style nozzle that is at-
tached to the cartridge manifold to ensure proper mixing of
the components; material from the first two trigger pulls'
must be discarded to ensure that only properly mixed product
is used. Holes are filled approximately two - thirds full with the
mixed adhesive, and the threaded rod or deformed bar Is
twisted as it is inserted into the hole to the required embed-
Evaluation reports of!CBOEvaluation Service, Inc., are issued solely to provide information to C7ass.l members of ICBO, utilizing the code upon which the report
is based Evaluation reports are not to be construed as representing aesthetics or any other attributes not specifically addressednor
dation for use of the subject report
This report is based upon independent tests or other technical data submitted by Me applicant The ICBO Evaluation Service, Inc., technical stafh reviewed the
tat results and/or other data, but does not possess test facilities to make an independent verification. There is no warranty by ICBO Evaluation Service, Inc., evrc $
or implied, as to any "Fin din g "or other matter in the report or as to any product covered by th a report This disclaimer includes, but is not limited to, merchantability:
St
`P
tF
Page 1 of '7
Copyright co 1999 ICBO Evaluation Service, Inc.
ICBO Evaluation Service, Inc.
5360 WORKMAN MiLL ROAD • WHITTiER, CALIFORNIA 90601 -2299
A subsidiary corporation of the International Conference of Building Officials
EVALUATION REPORT
Filing Category: FASTENERS — Concrete and Masonry Anchors (066)
HILT1 HIT HY -150 ADHESIVE ANCHOR SYSTEMS
HILTI, INC.
5400 SOUTH 122 EAST AVENUE
TULSA, OKLAHOMA 74146
1.0 SUBJECT
Hilti HIT HY -150 Adhesive Anchor Systems.
.2.0 DESCRIPTION
2.1 General:
The Hilti HIT HY -150 Adhesive Anchor System consists of
HY -150 hybrid adhesive mortar used in conjunction with
threaded steel rod or deformed steel reinforcement bars. This
evaluation report recognizes the use of HIT HY -150 in nor-
mal- weight concrete, lightweight concrete and fully- grouted,
concrete masonry construction. Table 1 provides general ap-
plication descriptions for use of the Hilti HY -150 adhesive.
2.2 Materials:
2.2.1 Hiltl HiT HY -150 Adhesive: Hilti HIT HY -150 adhesive'
is a hybrid adhesive mortarcombining urethane methacrylate.
resin, hardener, portland cement, and water. The resin and
cement are kept separate from the hardener and water by
means of a dual cylinder foil cartridge that allows for multiple
uses.An auger -style mixing nozzle is attached to the manifold
and the adhesive components are dispensed through the
mixing nozzle to ensure proper mixing of the separate adhe-
sive components. The mixing nozzle may be replaced to per-
mit multiple uses of the refill cartridges. The shelf life of the
adhesive is at least nine months when stored in a dry, dark en-
vironment. Each cartridge is stamped with an adhesive expi-
ration date. Temperatures during short-term (less than 48
hours) storage of the adhesive must be between 23 °F and
95 °F ( -5 °C and 35 °C). Temperatures during long -term stor-
age of the adhesive must be between 41°F and 70 °F (5 °C and
25 °C). Hilti, Inc., should be contacted regarding suitability of
adhesive for which the storage history is unknown.
2.2.2 Threaded Steel Rods: Threaded rods must be
manufactured from steel in compliance with the mechanical
property requirements of ASTM A 36; ASTM A 193, Grade
B7; or AISI 304 -SS, Group 1 CW. Specification and installa-
tion parameters for threaded rods are noted in Table 2.
2.2.3 Reinforcement Bars: Deformed reinforcement bars
range in size from No. 3 through No. 11. The bars are
manufactured from steel conforming to ASTM A 615, A 616,
A 617, or A 706; minimum Grade 60.
2.2.4 Normal- weight Concrete: Normal- weight concrete
must be normal- weight, stone - aggregate concrete having a
minimum - 2,000 -psi (13.78 MPa) compressive strength at the
time of anchor installation.
Vnyr lSM,:Q ti7�.,"YYt,.SH'.J{fiLrxMM. ,,. :.,r te..:.` ..u.::
ER -5193
Reissued July 1, 1999
2.2.5 Lightweight Concrete: Lightweight concrete must
have a minimum - 3,000 -psi (19.17 MPa) compressive
strength at the time of anchor installation.
2.2.6 Grouted Concrete Masonry Units: Concrete mason-
ry construction must be fully grouted and have a minimum
prism strength of 1,500 psi (9.58 MPa).
2.3 Design:
Allowable tension and shear loads for various combinations
of base materials and anchor components are given in Tables
5 through 11. The allowable tension values in Tables 5
through 11 must be adjusted in accordance with Figure 1 for
in- service base material temperatures in excess of 110'F
(43 °C). Allowable loads for anchors subjected to combined
shear and tension forces are determined by the following for-
mula:
(P + (V s 1
where:
P =
Pt =
Vs = Applied service shear load.
Vt = Service shear load.
For anchors installed at edge distances less than c oran-
chor spacing less than s or both, the allowable load of the
anchor based on either bond orconcrete strength must be re-
duced in accordance with reduction factors in this report. The
appropriate steel strength provided in the load tables must
also be considered when deriving the allowable load for the
anchor.
2.4 Installation:
Installation of the Hilti HIT HY -150 System must conform to
the manufacturer's published installation instructions and the
requirements of this evaluation report. Holes for installation
of the threaded rod or reinforcement bar must be drilled using
a drill that is set in roto - hammer mode and that has a carbide -
tipped drill bit that complies with ANSI B212.15 -1994. Holes
must be cleaned of dust and debris, using a wire brush and
compressed air as required to remove particulate debris and
to achieve a relatively dust -free surface. Holes are permitted
to be damp but all standing water must be removed in accor-
dance with Section 4.13 of this evaluation report.
The dual - cylinder cartridge is self- opening, and the adhe-
sive is dispensed through an auger -style nozzle that is at-
tached to the cartridge manifold to ensure proper mixing of
the components; material from the first two 'trigger pulls'
must be discarded to ensure that only properly mixed product
is used. Holes are filled approximately two - thirds full with the
mixed adhesive, and the threaded rod or deformed bar is
twisted as it is inserted into the hole to the required embed-
Applied service tension load.
Service tension load.
Evaluation reports of ICBO Evaluation Service, Inc., are issued solely to provide information to Class .4 members of 100, utilizing the code upon which the report
is based Evaluation reports are not to be construed as representing oath elics or any other attributes not specifically addressed nor as an endorsement or recommen-
dation for we of the subject report.
Th is report is based upon independent tests or other technical data submitted by the applicant. The ICBO Evaluation Service, Inc., technical staff h as reviewed the
test results and/or o:h er data, b ut does not possess test facUities to make art independent verification. There is no warranty by ICBO Eval uation Service, Inc., express
or implied, as to any " Finding "or other minder in the report or as to any product covered by the report. This disclaimer includes, bulls not limited to, merchantability.
Page 1 of T
'. it•; • _
.
Page 21A 7 ER -6193
ment depth. The anchor may be adjusted only during the gel
time shown in Table 4. Anchors are permitted to be loaded to
the design load only after the cure time shown in Table 4 has
passed. See Section 4.14 of this evaluation report for limita-
tions on base material temperature during installation.
2.5 Special Inspection:
Adhesive anchor installations require special inspection in
accordance with Section 1701 of the code. The special in-
spector must record product description (including product
name), adhesive expiration date, concrete type and strength,
anchor diameter and steel grade, compliance of drill bit with
this report, hole diameter and location, cleanliness of hole
and anchor, adhesive application, and anchor embedment.
Additionally, the special inspector must state in the report
supplied to the building department whether the anchor
installation is in accordance with the manufacturer's pub-
lished instructions and this evaluation report. The manufac-
turer's instructions are included in each unit package of adhe-
sive.
2.6 Identification:
The Hilti HY -150 adhesive is identified by labels on or in the
packaging indicating the manufacturer's name (Hilti), product
name, lot number, expiration date, evaluation report number
(ICBO ES ER- 5193), and installation instructions.
3.0 EVIDENCE SUBMITTED
Data in accordance with the ICBO ES Acceptance Criteria for
Adhesive Anchors in Concrete and Masonry Elements
(AC58), dated January 1999.
4.0 FINDINGS
That the Hilti HY -150 Adhesive Anchor Systems de-
scribed in this report comply with the 1997 Uniform
Building Code'", subject to the following conditions:
4.1 The HiT NY -150 Adhesive Anchor Systems are per-
mitted to be used to resist dead loads, live loads
and short-term loads, such as those resulting from
wind or earthquake forces.
4.2 Loads in this report are permitted to be increased
by 33 percent for short-term loads, such as those
resulting from wind and earthquake forces.
4.3 When anchors resist short-term loads, allowable
shear loads are limited to the tabulated steel values
for A 36 threaded rods, regardless of the actual
type of steel, or the tabulated bond strength, which-
ever is less. An Increase of 33 percent Is per-
mitted. .
4.4 The anchors are installed in accordance with the
manufacturer's instructions and this report.
4.5 The HIT HY -150 Adhesive Anchor Systems are
installed in holes predrilled using a carbide - tipped
masonry drill bit manufactured within the range of
the maximum and minimum dimensions of ANSI
B212.15 -1994.
4.6 Special inspection in accordance with Section 2.5
of this report is provided for all anchor installa-
tions.
4.7 Calculations and details demonstrating com-
pliance with this report must be submitted to the lo-
cal building official for approval.
4.6 The HIT HY -150 Adhesive Anchor Systems are per-
mitted to be used within fire- resistive construction,
provided the anchors resist wind or seismic loads
only. In this application, the anchors are not per-
mitted to be used to resist gravity loads. Where
special consideration has been given to fire condi-
tions, use of the HIT HY -150 Adhesive Anchor Sys-
tems Is permitted to resist gravity loads.
4.9 The HiT HY -150 Adhesive Anchor Systems are not
permitted to resist tension forces in overhead or
wall installations unless proper consideration is
given to the fire exposure and elevated tempera-
ture conditions.
4.10 Due to the lack of an accepted test method and pro-
cedure for evaluating data to determine the perfor-
mance of adhesive anchors subjected to fatigue
and/or shock loading, the use of the HiT HY -150
Adhesive Anchor Systems to resist fatigue and/or
shock loading, such as encountered by supports •
for reciprocating engines, crane loads and moving
loads due to vehicles, is beyond the scope of this
report.
4.11 Due to the lack of an accepted test method for eval-
uating the performance of anchors in cracked con-
crete, use of the HiT HY -150 Adhesive Anchor Sys-
tems In cracked concrete Is beyond the scope of
this report. Concrete Is assumed to be cracked
when the tensile stress Induced by external loads
or deformations exceeds 170 psi (1172 kPa).
• 4.12 Use of the HiT HY -150 Adhesive Anchor System in
conjunction with unprotected carbon steel
threaded rods and/or reinforcing bars shall be lim-
ited to interior exposure. Installations exposed to
• • • severe, moderate or negligible exterior weathering
• . conditions, as defined in Figure 21 -1.1 of UBC
Standard 21 -1, are permitted where stainless steel
anchors are used.
4.13 Standing water must be removed from drilled
holes. In applications where the concrete has been
exposed to water for extended periods, drilled
holes must be blown dry with oil -free compressed
air for a minimum of one minute, or otherwise pre -
pared to achieve an equivalent dry- surface condi-
tion prior to anchor installation.
•
4.14 HIT HY -150 may be used in base materials having
Interior temperatures between 23'F ( -5•C) and
110'F (43°C) at the time of Installation. Installation
of HiT HY -1501n base materials having interiortem-
peratures outside this range is beyond the scope of
this report. The temperature of the HY -150 adhe-
sive must be between 41•F (5•C) and 95•F (35°C) at
the time of installation.
4.15 When anchors are located where the Interior base
material temperature may exceed 110•F (43•C), al-
lowable tension loads in this report must be ad-
. justed for in- service temperatures in accordance
with Figure 1. The use of HIT HY -150 in base materi-
als having interior temperatures exceeding 248
(120'C) during their seNice life is beyond the scope
of this report.
4.16 The HIT HY -150 adhesive is manufactured by Hilti
GmbH attheirfacilities in Kaufering, Germany, with
quality control Inspections by Underwriters Labo-
ratories Inc. (NER- C1A403).
•
This report is subject to re- examination in one year.
• )
MINIMUM SASE MATERIAL TEMPERATURE
GEL TIME
CURE TIME
23'F
25 Minutes
6 Hours
327 ,.
•
18 Minutes
3 Hours
4 I'F
13 Minutes
90 Minutes
68'F
5 Minutes
50 Minutes
867
4 Minutes
40 Minutes
104'F
2 Minutes
30 Minutes
PROPERTY
THREADED ROO DIAMETER
3 4 Inch
ih inch
Ms finch
3 i4 Mel
T/a Hflth
I inch
- 1 Inched
4„ 0 Nominal area of threaded rod (inch
0.1105
0.1963
0.3068
0.4418
0.6013
0.7854
1.2272
BD • Nominal bit diameter (inches)
7 /t6
9 46
li /16
13116
15116
11 /16
1
T- Maximum torque (ft. -lbf)
Embedment is Standard
15
20
50
105
125
165
280
Embedment > Standard
18
30
75
150
175
235
400
Standard embedment depth ('inches)
3
4
5
6 /
7
8
12
SPACING (e) AND EDGE
DISTANCE (ct
TENSION CAPACITY
IHEAR CAPACITY
Tension Reduction Factor (41)
Direction of toad
Shear 'reduction Factor c41
s 0.25:
0.7
Toward Edge
0.7
— •
Not Toward Edge
—
1.0
c• .. 0.33c
0.6
Toward Edge
02
—
Not Toward Edge
— _
0.6
SASE MATERIAL
ADHESIVE ANCHOR PRODUCT
INSERT
SPECIFICATION DATA
LOAD DATA
Normal- weight Concrete
HIT HY -150
Threaded Rod
Tables 2, 3, 4
Tables 5, 6, 7, 8
Reinforcing Bar
Tables 2, 3, 4
Table 9
Lightweight Concrete
HIT HY -150
Threaded Rod
Tables 2, 3, 4
Table 7 •
Grouted Block Masonry .
HIT HY -150
Threaded Rod
a Tables 2 and 4
Tables 8 and 11
Page 3 of 7
TABLE 1— APPUCATION DESCRIPTIONS
ER -5193
TABLE 2— SPECIFICATIONS FOR INSTALLATION OF THREADED RODS IN CONCRETE USING HILTI HIT HY -1 50 ADHESIVE
For SI: 1 inch .• 25.4 mrn,1 R -Ib. u. 1.4 N-nt, 1 inch .• 0.64 rnm
TABLE1— REDUCTION'FACTORS FOR REDUCED SPACING AND EDGE DISTANCE IN NORMAL- WEIGHT AND LIGHTWEIGHT CONCRETE
For SI: t•C - (t•F — 32) • 1.8.
TABLE 4— MANUFACTURER'S RECOMMENDED CURE TIME FOR HILTI HY -ISO ADHESIVE
Z
~
W
re 2
00
J H
N LL
W O
— a
= W
Z 1--
z0
U • �
O N
0
W
H � .
u- O
o WZ
N
O
z
I'll.+` >.,.ts „ „• `rr;;F,y
ANCHOR
DIAMETER.
(Inches)
EMBEDMENT
DEPTH
jInehesl
EDGE
DISTANCE,
a (Inches)
SPACING,
• (Inches)
ALLOWABLE SHEAR LOAD BASED
ON CONCRETE CAPACITY (pounds)
ALLOWABLE SHEAR LOAD BASED
ON STEEL. STRENGTH (pounds/
r'e • 2,000 psi
r` • 4,000 psI
ASTM A 34
ASTM A 113
Onds Bl
AtSI 304 53
3 /1
1
2
3
' 510
725
1,090
2,345
1,875
•
3
5
7
1,550
2,190
5
8
10
3,160
4,470
1 /2
2
3
4
745
1,055
1,935
4,170
3,335
4
6
8'/2
2,420
3,420
6
9
12
4,635
6,560
5 /3
2
3
5
1,020
1,440 .
3,025
6,520
5,215
5
7
10
3,315
4,685
7
11
15
6,600
9,335
3 /4
3 /4
5
6
1,760
2,490
4,355
9,390
6,385
Os
10
13
5,700
8,060
10
15
20
11,370
16,080
7 /3
3
5
7
2,320
3,285
5,930
12,780
8,690
7
11
15
7,300
10,325
11
17
22
14,710
20,805
1
4
6
8
2,790
3,950
7,745
16,690
11,350
8
17
16
9,075
12,535
12
18
24
17,720
25,060
1
6
9
12
5,560
7,865
12,100
26,080
17,735
12
18
24
18,070
25,555
15
22
30
26,405
37,345
ANCHOR
DIAMETER
(Inches)
EMBEDMENT
DEPTH
(Inches)
EDGE
01STA$CE,
c (loonpathos) )
SPACING,
• pathos)
ALLOWABLE TENSION LOAD BASED ON BOND
OR CONCRETE CAPACITY (Pound,)
ALLOWABLE TENSIONS LOAD BASED
ON STEEL STRENGTH (toms)
r e • 2,000 psi
r • 4,000 psi
4.3714A 34
AVM A 113
&ads d7
AISI 304 U
3/I
•
13/4
2
3
675
1,185
2,115
4,555
3,645
3
5
7
1,780
2,540
5
8
10
2,470
2,625
1/ • .
2
3
4
1,145
1,475
3,755
8,100
• 6,480
4
6
8
2,555
3,690
6 /s
9
12
4,035
4,965
5/
2
3
5
1,520
1,865
5,870
12,655
10,125
5
7
10
4,120
4,920
7
11
15
5,645
7,715
3/4
3
5
6
2,215
3,680
8,455
18,225
12,390
6
10
13
4,365
8,330
10
15
20
8,920
11,380
74
3
5
7 1 /2
2,890
4,560
11,510
24,805
16,865
7
11
15
7,355
10,250
11
17
22
12,495
15,605
1
4
6
8
3,230
4,560
15,030
32,400
22,030
8
12
16
7,810
10,910
12
18
24
14,570
18,305
1
•
6
9
12
4,355
6,565
23,490
50,620
. 34,425
12
18
24
14,520
19,475
15 .
22
30
18,010
25,140
Page 4 of 7
TABLE 6- ALLOWABLE TENSION LOADS FOR THREADED RODS INSTALLED
IN 2,000 -PSI AND 4,000 -PSI NORMAL- WEIGHT CONCRETE USING HILTI HY -150 ADHESIVEI ,
For SI: 1 inch • 25.4 mm, 1 1bf • 4.48 N, 1 psi Si 6.89 kPa.
'Allowable load shall be the lesser of tabulated bond and steel values. Load- reduction factors given in Table 3 for reduced edge distance (c) and anchor spacing (s) shall
be applied to values in the bond or concrete capacity column. Linear interpolation may be used for intermediate spacings, edge distances, embedments and concrete
strengths. Load - reduction factors are cumulative for anchors with multiple anchor spacings or base material edge distances.
2 The tabulated values are for anchors installed in concrete having the designated compressive strength (f' or higher at the time of installation.
3 Allowable loads based on bond strength have been calculated using a safety factor of 4.0.
4 Concrete thickness must be equal to or greater than 1.5 times the anchor embedment depth.
TABLE 6- ALLOWABLE SHEAR LOADS FOR THREADED RODS INSTALLED
IN NORMAL - WEIGHT CONCRETE USING HILT] HIT HY -150 ADHESIVE (pounds)
For SI: 1 inch • 25.4 ram, 1 Ibf • 4.48 N, 1 psi • 6.89 kPa.
'Allowable load shall be the lesser of tabulated bond and steel values. Load- reduction factors given in Table 3 for reduced edge distance (c) and anchor spacing (s) shall
be applied tovalues in the concrete capacity column. Linear interpolation may be used for intermediate spacings, edge distances, embedmcnts and concrete strengths.
Load - reduction factors are cumulative for anchors with multiple anchor spacings or base material edge distances.
ER -6193
4
,r
ANCFODR
DIAMETER
(Inch)
EMBEDMENT
DEPTH
(Inches)
EDGE DISTANCE,
a (Inches)
ANCHOR SPACING,
a
(Inches)
TENSION
SHEAR
ASTM A 34
ASTM A II)
Gods 57
AZ S r3 I C I S
G
34
13 /4
4
3
745
1,090
1,285
1,285
3
8
7
1,000
1,090
1,580
1,580
t/ 2
2 /s
43 /4
4
975
1,935
2,130
2,130
4
9
8
1,210
1,935
2,910
2,910
5/t
2
5
5
1,200
2,480
2,480
2,480
3
7
6
1,760
3,025
3,995
3,995
ANCHOR DIAMETER (Inches)
34
1/
5/
3/
EMBEDMENT (Inches)+
31/
4
5
6
MINIMUM ANCHOR SPACING (Inches)
7 '
8
10
13 /4
LOADS
Ten
Shsae
Tanaton
Shear'
Tension
Shear'
Tendon
Shears
4-INCH EDGE DISTANCES
1,550
2,015
1,785
2,015
2,265
2,015
3,740
2,015
EDGE DISTAHC6a12 INCHES'
2,345
4,170
5,620
5,620
Page 5 of 7
TABLE 6- ALLOWABLE SHEAR LOADS FOR THREADED RODS INSTALLED
IN NORMAL- WEIGHT CONCRETE USING HILTI HIT HY -150 ADHESIVE (pounds) 1 X 3,4 -(Continued)
2 7be tabulated values are for anchors installed in concrete having the designated compressive strength (f' or higher at the time of installation.
3 Allowable loads based on concrete strength have been calculated using a safety factor of 4.0.
4 Concrete thickness must be equal to or greater than 1.5 times the anchor embedment depth.
5 When anchors resist short-term loads, allocable shear loads are limited to the tabulated steel values forA 36 threaded rods, regardless of the actual type of steel used,
or the bond strength, whichever is less. An increase of 33 /3 percent is permined.
TABLE 7- ALLOWABLE TENSION AND SHEAR VI.LUES FOR THREADED ROD INSTALLED USING
HILT1 HIT HY -150 ADHESIVE IN 3,000 -PSI LIGHTWEIGHT CONCRETE (pounds)
For SI: 1 inch 25.4 mm, 1 IV.. 4.48N, 1 psi e, 6.89 kPa.
'
Tabu lated values are for anchors installed at the critical spacing (s) and edge distance (c). Anchors may be installed at the minimum spacing and edge distances as tabulated
in Table 3, provided the proper reduction factors are used. Linear interpolation may be used for distances between critical and minimum.
2chors affected by more than one reduction factor must have the reduction factors multiplied to determine the allowable load.
TABLE 8- ALLOWABLE TENSION AND SHEAR VALUES FOR THREADED ROD INSTALLED USING
HILTI HIT HY -150 ADHESIVE IN GROUT- FILLED CONCRETE MASONRY CONSTRUCTION (pounds)
For Sl: 1 inch ' 25.4 mm, 1 Ibf - 4.48 N.
'Anchors are limited to one per masonry cell.
2 Mchors may be installed in any location (cell, web, joint, etc.).
3 Allowable load values are for use in any masonry construction complying with the code.
4 Embedment depth is measured from the outside face of the masonry.
5 Edge distances of less than 4 inches are not permined. Linear interpolation for edge distances between 4 inches and 12 inches is allowed.
6 Values are for ASTM A 193 Grade 137 threaded rod.
MOM
ER -5193
REBAR StiE
EMBEDMENT DEPTH
(Inches)
DRILL SIT DIAMETER
(Inches)
EMBEDMENT DEPTH
(Inches)
CRITICAL EDGE
DISTANCE, c
(Inches)
CRrT1CAL aPACING, a
(Inches)
r • 2,000 ps1
r ■ 4,400 pl
41/4
No. 3
1,200
1 /2
1 I /2
2
1,890
775
21/4
3
5
625
960
400
3
2
2,550
1,010
5
7
10
1,735
2,040
-
7
15
1
8,190
10
14
3,900
3,860
No. 4
S/s
2
3
4
1,070
1,500
4
6
8
2,375
3,950
8
•
12
16
•
4,510
4,810
No. 5
3 /4
2
• •
3
5
1,405
1,735
5
7
10
3,115
5,210
10
15
20
8,085
9,770 .
No.6
.
7Is
31/2
5
7
2,550
3,200
7
10 /2
14
5,305
9,120
'
14
21
28
12,575
13,515
No.7.
1
3
5
7
2,690
3,955
7
•
11
15
6,610
8,570
13
20
26
17,655
16,955
No.8 •
. 1 /s
4
6
8
3,520
4,525
8
12
16
8,885
11,330
16
24
32
15,440
22,000
No.9
1
5
7
10
4,190
6,565
10
IS
20
12,180
15,880
•
18
27
36
25,315
21,345
•
No. 10
• .
1
6
9
12
5,820
8,105
12
18 •
24
13,180
20,375
20
30
40
29,290
31,540
No. 11
.
1 /s
7
10
14 •
8,010
10,335
14
21
28
22,910
24,660
20
30
40
29,290
-35,260
ANCHOR DIAMETER
Minch)
EMBEDMENT DEPTH
(Inches)
EDGE DISTANCE
(Inches)
TENSION
SHEAR
Lad ADppNed
Perpendlculer so Edge
Le Applied
Parallel to Edge
1/2
41/4
1
1,200
400
1,445
2
1,890
775
2,130
s/a
5
1
1,610
400
1,445
2
2,550
1,010
2,445
7/I
10
1
4,680
-
--
15
1
8,190
-
--
.Page 6 of 7
•
TABLE Q--- ALLOWABLE
HIT HY R REINFORCING USING
-150 ADHESIVE IN NO l RMA -WE GHT CONCRETE (pounds)'
•sc•a • .
TABLE 10-ALLOWABLE LOADS FOR SILL PLATE AND OTHER ATTACHMENTS TO MINIMUM
2,000 -PSI NORMAL - WEIGHT CONCRETE AT MINIMUM EDGE DISTANCES AND USING HILT) HIT HY -1S0 ADHESIVE (pounds)
ER -5193
For S1: 1 inch = 25.4 min, 1 Ibf =4.48N, I psi - 6.89 kPa.
'Tabulated values are foranchors installed at the critical spacing (r) and edge distance (c). Mebors may be installed at the minimum spacing and edge distances as tabulated
in Table 3, provided the proper reduction factors are used. Linear interpolation may be used for distances between critical and minimum.
2 Mchors affected by more than one reduction factor must have the reduction factors multiplied to determine the allowable load.
3 The allowable tension load must be the lesser of the tabulated bond strength and the allowable steel strength obtained by multiplying the nominal cross sectional area
of the rebar and the tensile stresses listed in Section 1926.3.2 of the code.
For SI: I inch 25.4 mm, I !bin 4.48 N, 1 psi • 6.89 kPa.
I Loads in this table are foranchors installed in the concrete at the edge distance listed in this table. No reductions for edge distance are required when anchors are installed
with the minimum edge distance specified in the table. Capacity of attached sill plate or other material to resist loads in this table must comply with the code.
2 Edge distances are given in this table. Anchor spacing shall conform to the dimensions given in Tables 5 and 6.
Z
' W
eY2
_1
co
La I
(_
W O
g
LL
W
_
Z
i- O
W ~
U �
0-
0 1-
W
H�
U. O
id U=
0
Z
ANCHOR DIAMETER
(WA)
EMBEDMENT' DEPTH
IkncM.)
EDGE DISTANCE
(inches)
TENSDOW
sHEA
Lad APpood PrpMilewu
io Edge
Lad ApoRod ParsaM to
Edge
1 /2
41/4
1
1,395
560
1,425
2
1,795
1,110
2,085
s/'
S
1
1,840
705
1,800
23/4
2,035
1,110
3,070
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Pegs 7 of 7
TABLE 11— ALLOWABLE LOADS FOR SILL PLATE AND OTHER ATTACHMENTS TO TOPS OF GROUT - FILLED
MASONRY WALLS AT MINIMUM EDGE DISTANCES AND USING HILTI HIT HY -150 ADHESIVE (pounds)"
For SI: Iinch - 25.4 mm, 1bf ■ 4.48 N, 1 psi.v• 6.89 kPa.
'Loads in this table are for anchors installed in the masonry at the edge distance listed in this table. No reductions for edge distance are required when anchors are installed
with the minimum edge distance specified in the table. Capacity of attached sill plate or other material to resist loads in this table must comply with the code. •
2 Edge distances are given in this table. Anchor spacing shall conform to the dimensions gives in Table 8.
110
100
90
80
70
60
50
40
30
20
10
0
WOK
SENN
smal
OMNI
For SI: t'C • (1•F — 32) + 1.8.
FIGURE 1
For base material temperatures greater
than 1001 - % allocable = 136 - 0.36('F)
1 I I I 1 I I I 1 I I I
0 30 70 Tenpefioture (F ?50 190 230
• a .,�� ",t•l y.,r -•,x '!= t...ils r:.,pr:jr- !",
• (212'F,64%)
INFLUENCE OF BASE MATERIAL TEMPERATURE ON THE TENSION BOND CAPACITY OF THE
HILTI HIT HY•150 ADHESIVE ANCHOR FOR INSTALLATIONS IN BASE MATERIAL AT 23'F OR GREATER
ER-
W..IIF:rM.q'd' +in41.i�7MR�cuN�n
rah
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0
Increases Space Utilization, Productivity and
Ergonomics in Automated Storage & Retrieval Solutions
JJ
C11'1AEC �11t
J Af - 8 2003
PERMIT CENTER
•
REMSTAR
Do 3-OO(o
I�CREASE
INVENT
Sa re
Ergonomics
WHY . REMSTAR'S
SHUTTLE VLM
IS NNUMEER
space, maximizing otherwise wasted overhead
space...up to 75 %.
need for bending, squatting or climbing,
Reduced Labor Cost
Items are automatically
brought to the operator, eliminating wasted
walk and search time.
Scalabllity
The Shuttle \'l,M's I00% modular
design allows for heights to he changed and
the entire unit moved when needed to meet
changing SK(1 profiles, requirements and
applications.
Flexibility
Shuttle VLM
Small footprint uses little floor
Items are accessed without the
Program each tray to maximize
your requirements. 'frays with fragile items can
he programmed to operate at slower extraction
speeds. Frequently used items may he stored
in faster retrieval positions. Each tray is measured
via light curtain to maximize density, reduce
damage and stocking errors. The Remstar Shuttle
VLM uniquely allows you to program your needs
with a few clicks of a button.
= Advanced software
and controls provides total control over stored
items, operator usage and all inventory and
tooling management.
•
REMSTAR
Global Resourc'e /i,r Complete Automated
,V ,'age & Retrieval Solutions
xke
Drawers, old fashioned shelves and traditional
storage methods do not offer easy accessibility,
security or accountability of tooling and parts.
Remstar's
Shuttle VLM is
a space saving
alternative that
stores and
retrieves large or
small parts and
light or heavy
tooling of varying
sizes and weights.
The Shuttle VLM Difference
Quick Ship...in your facility and running in just a few weeks!
A variety of standard Shuttle \'L \1 models are available in our Quick
Ship program to he delivered and installed in as little as two weeks.'
Ask your local Itemstau' representative for more details.
CubeStarr" technology can store up to 50% more than conventional
V1. Ms! The Shuttle VLM uses a combination of hardware and controls
to allow items to he stored in less space. For example, a tray with a
3.1 inch high box passes into the extraction area and determines a
need for a 4 inch high. Many other \'LAis must store the tray in a six
inch space wasting up to 50 %. This savings can equate to fewer units,
less capital cost outlay, less floor space requirements and less labor.
Surface mount technology point -of -use reel inventory control.
1 RY &T T OL M
t
Wide range of sizes and weight capacities. 'I'Ile Shuttle and Multi
Tower Shuttle V1 ,M provide many unique models to meet your busi-
ness needs. With tray sizes ranging from 2=i.5 to 62" deep and tray
capacities up to 11,000 lbs. From fasteners to dies and from boxed
goods to pallets to steel sheets and rod stock, the Shuttle \'1A1 family
of models Can save your valuable floor space.
Automatic optimizing program. 'I'O keep space usage maximized,
the Shuttle Vi.AI tracks every tray and products height. As each tray's
height requirement changes, the Shuttle Vi.A'I will maximize space by
finding better positioning in the unit.
Superior Controls 2000T". The Shuttle VUvI is equipped with user
friendly Controls 2000 a powerful controls package designed to allow
users R) customize the units Operation on the fly with just a push of a
few buttons. The four operating modes are:
1 Fixed - each tray has a designated position within the unit.
2 Optimized - each tray is measured for height and stored in
the unit to maximize density.
3 Mixed - select by tray whether it is stored in a fixed or
optimized mode.
4 Fixed height mixed - using the mixed tuode a maximum
tray height may be assigned to each tray. This prevents
trays using more height than it should due to box flaps
opening or operator placing incorrect item on a tray.
Double tray delivery system. As one tray is presented to an
operator, the system can automatically retrieve the next desired tray
and deliver it as soon as the Operator is ready. The double tray access
is a standard option and provides fast and efficient picking.
Change unit height as applications and your business changes.
The Shuttle VI.A'I is constructed using easy to assemble modules
which allow customers to change the unit's height and physical
location with a minimum of down time. This flexibility allows you
to use the same equipment to grow and change just as your
business does.
Multiple Remstar Shuttle VLMs can be
installed side -by -side or back -to -back for
maximized floor space utilization.
Quick Ship drtirrrr is subject to nruilabiI ll' and
conditions and are subject to change without nutlet
Duel Delivery Workstation
Swing -arm keypad mount for
easier operation
Transport Cart moves trays
between Shuttle VLMs and
work centers
Tray Inserts
The Multi Tower Shuttle provides heavy duty capacities
for sheet metal, pallets and pipe and bar stock.
FEA'TUJftES
OPTIONS
The Shuttle VLM's unprecedented
degree of flexibility makes it ideal
for a wide range of standard
applications. l
t Workstation weight scale
▪ Tray inserts
• Adjustable extraction and
lift speeds
▪ Dual tray delivery
• Lockable security doors (�
User assigned tray locations
• Computer interface controls
• ESD protection
• Multiple access workstations
■ Transport carts
• Automatic tray extraction tables r
▪ Automatic access doors
-20 capabilities
Remstar's comprehensive
: :engineering capabilities enable us
to customize the Shuttle VLM to
meet your needs.
:The Shuttle VLM can increase
productivity and efficiencies,
while reducing inventory, labor,
space; and time.
Industries:
. i . Manufacturing
;; Electronics
;., o Tooling & Metalworking
Automotive
n . Retail .
• Medical
• Mail order & E- commerce
u . Aerospace
'w Printing
Applications:
• Tool & stockrooms
is Die & fixture storage
o ; Cutter grind
n Buffer storage
• WIP (work in process)
■ Point -of -use workstations
Automated tool dispensing
o Consolidating multiple areas e
▪ Automating existing tool
cabinets
■ Reel storage
■ Returns & Order picking
■ Quality control
▪ Burn -In
Solutions
r A World Of implications
Shuttle VLMs
Tray Capacity
model: ,
250 500 750 1000 SPECIAL MT1K M12K MT3K SPECIAL
Total Unit Capacity
Unit Height
Width of tray
Depth of tray
Width of Unit
Depth of Unit
Vertical Speed
Horizontal Speed
Able to access trays from multiple positions
Control speed & location of each tray
Employees CubeStar * technology
Quick Ship within 3 weeks
min
max
standard up to
max
min
max
min
max
min
max
min
max
min
max
min • with tray loaded
max - with tray loaded
without tray
min
standard
max
kg
0
293
25,175
40,000
m
2.8m
12m
mm
825
3,000
558
1,333
1,155
3,330
2,062
4,198
mm/sec
180
1300
1970
lbs
0
646
55,500
88,000
ft
9' 2.1/4"
40'
inches
32.5
118.1
22.0
52.5
45.5
131.1
81.2
165.3
ft/min
35.4
255.9
387.8
60 11.8
420 82.7
610 120.1
YES
YES
YES
YES
kg lbs
0 0
567 1,250
25,175 55,500
40,000 88,000
m /t
2.8m 9' 2.1/4'
12m 40'
mm inches
825 32.5
3,000 118.1
762 30
1,270 50
1,155 45.5
3,330 131.1
2,674 105.3
4,198 165.3
mm/sec ft/mim
110 21.7
700 137.8
1,200 236.2
50 9.8
360 70.9
420 82.7
YES
YES
YES
YES
kg lbs
0 0
774 1,706
25,175 55,500
40,000 88,000
m ft
2.8m 9' 2 -1/4"
12m 40'
mm inches
825 32.5
3,000 118.1
762 30
1,270 50
1,155 45.5
3,330 131.1
2,674 105.3
4,198 165.3
mm/sec ft/min
60 11.8
500 98.4
620 122.0
60 11.8
300 59.1
340 66.9
YES
YES
YES
NO
kg
0
1,703
25,175
40,000
m
lbs
0
2,365
55,500
88,000
ft
28m 9' 2.1/4"
12m 40'
mm inches
825 325
3,000 118.1
762 30
1,270 50
1,155 45.5
3,330 131.1
2,674 105.3
4,198 165.3
mm/sec ft/min
60 11.8
500 98.4
620 122.0
60 11.8
250 49.2
290 57.1
YES
YES
YES
NO
Remstar International Inc. offers a broad
selection of automated storage and retrieval
solutions which are designed to increase
productivity, reduce floor space requirements,
and allow companies to become more
competitive in daily operations.
The experience of over 75,000 installations,
combined with an aggressive and ongoing
product development program, has resulted in
a line of innovative products developed around
our customers' storage and retrieval
requirements. Applications in a wide range of
industries include electronics, aerospace,
automotive, metal working, medical, healthcare,
records management, tooling, distribution and
government (GSA Contract).
•
REMSTAR
Remstar International Inc.
41 Eisenhower Drive
Westbrook, ME 04092 -2032
800- 639 -5805 • FAX 207- 854 -1610 .
info@remstar.com
www.Remstar,com
A Company of Industrieholding Cham AG
kg 16s
0 0
CF CF
CF CF
CF CF
m ft
CF CF
25m 82'
mm Inches
CF CF
4000 157.5
CF CF
1,575 62
CF CF
4,330 170.5
CF CF
5,113 201.3
mm/sec ft/min
CF CF
CF CF
CF CF
CF CF
CF CF
CF CF
CF
YES
YES
CF
Quick Ship Program
Have a Shuttle WL1\1 installed and running in
your facility in less than two weeks! No need to
wait 10 to 16 weeks for delivery, Remstar realizes
you need to he responsive to your customers needs
and is ready to act. Call for details.*
Leasing Programs
All of Renlstar's products and services can he
rolled into a fast and convenient leasing package.
Let a Remstar representative explain your Options to
help you meet your financial needs today.
RRMNA _ ..
• Restrictions and rules apply, contact Rernstar (or details.
proT
Multi Tower Shuttle VLMs
kg
1,000
1,000
210.000
210.000
m
5m
40m
mm
6,200
6,700
600
1,200
7,500
8,000
2,900
4,700
mm/sec
333
200
420
330
330
330
lbs
2,205
2,205
463,000
463,000
ft
17'
132'
inches
244
264
24
47
295
315
114
185
ft/min
65.6
39.4
82.7
65.0
65.0
65.0
YES
YES
NO
NO
kg
2,000
2,000
420,000
420,000
m
5m
40m
mm
6,200
6,700
600
1,200
7,500
8,000
lbs
4,410
4,410
926,000
926,000
ft
17'
132'
inches
244
264
24
47
295
315
2,900 114
4,700 185
mm/sec ft/min
333 65.6
200 39.4
420 82.7
330 65.0
330 65.0
330 65.0
YES
YES
NO
NO
kg
3,000
3,000
630,000
630,000
m
5m
40m
mm
6,200
6,700
600
1,200
7,500
8,000
2,900
4,700
mm/sec
333
200
420
330
330
330
YES
YES
NO
NO
lbs
6,615
6,615
,389,000
,389,000
ft
17'
132'
Inches
244
264
24
47
295
315
114
185
ft/min
65.6
39.4
82.7
65.0
65.0
65.0
Free Equipment For Trial Program
Want a FREE Shuttle \/IAl for 90 days? Qualified
organizations can USC this program to see 6011' a
\/l.M can increase productivity and save floor space
first hand in your facility. just tell a Remstar
representative you want a FREE Shuttle WLf l for
90 days, and they will get the ball rolling,*
kg
CF
5,000
CF
1,000,000
m
CF
CF
mm
4,000
CF
CF
1,500
5,399
CF
CF
5,600
mm/sec
333
200
420
330
330
330
lbs
CF
11,025
CF
2,205,000
ft
CF
CF
inches
157
CF
CF
59
209
CF
CF
220
ft/min
65.6
39.4
82.7
65.0
65.0
65.0
YES
YES
NO
NO
CF = Consult Factory
All specifications are nominal and subject to change without nonce. 0 2006 10 1001
PRODUO
User Friendly Inventory Control
The Fastl'ic suite of inventoay management software provides high
throughput transaction speeds with point & click simplicity. Feature
rich supervisory reports, hulk storage management, pick banding,
continuous hatch picking, plus controlling one or multiple
workstations & equipment including rack, shelving, pick -to -light
flow tack, carousels, Vt_Ms and more!
Unparalleled Service
& Support
From the initial needs analysis
to installation, training, factory
certified service and support,
Remstar works closely with
its customers to maximize
productivity and profitability...
today...and in the future!
Software Integration
FastPic4 provides advanced levels
of inventory control, kitting, order
picking, light directed picking,
managerial reports, and control
of multiple units. In fact, universal
workstations including Shuttle
VLMs, carousels, pick -to -light flow
rack, conveyor and other manual
and automated solutions can be
integrated into a cohesive and
comprehensive warehouse solution.
Cribmaster software may be easily
integrated for tooling management
applications.
Controls 2000 Features
• On the fly language changes
• Remote diagnostics
• On board database capabilities
• Discrete and variable
horizontal & vertical
travel speeds
• Easy to use graphic interface
• Built in RS232/422 and
ethernet connections
CER'1
Remstar offers the following
certifications on many of
its products:
• ISO -9001 & 14001
Certified for equipment
manufactured by
Bellheimer
Metallwerk Gmbh
• UUC Tested and approved
• CE Conformity
• RAL German based quality
standard
Travel Speed
One of the fastest vertical and horizontal
speeds allow the Shuttle VLM to deliver
items to the operators quickly and easily...
increasing workers productivity and
operational efficiency.
Imstar ShuttlQJLM
Remstar's innovative Shuttle Vertical Lift Module (VLM) is an enclosed system of vertically arranged trays, an extraction
platform, and computerized push- button controls. Operators stay in one place as the Shuttle delivers items to an
ergonomic workstation; unlike shelving and drawers, the Shuttle does all the locating, retrieving, and recording (when
used with software) for you.
k 'RY?byi'AtY1�NSIft+�M;ri. *.�sf ?`d:?S.tehyX
Flexible height
module design lets
you vary the unit
height as storage
requirements or
ceiling heights
change.
•
Stand -alone •
installation allows
strategic
placement directly `:
in work centers. •
CubeStar technology
for fixed or optimized ' •.
storage.
Intuitively designed /
computer interfaceable
control system for fast
learning and optimal
performance. ••..,
Light curtain for
full access area
personal
protection.
Locking "tray- hold
feature allows for
safe loading and
unloading.
Variable extraction
speeds can be set for
each and every tray
in the system to
protect fragile items
and expedite others.
From 10% to 100% of
maximum speed can
be selected with a
simple push of a
button.
Lockable electronics drawer and Full light curtain
bottom side access panels allow height identification
for ease of maintenance, system.
Two or four chain design on the extractor platform, secured to
a bottom- mounted direct drive motor with two chains, handles
heavy loads smoothly and reliably; automatic chain - tensioning
system eliminates problematic counterweights, top- mounted motors,
and fraying cables.
Stores up to 550 to 2365 lbs.
per tray; total maximum machine
payload is up to 88,000 lbs.
Superior delivery speeds,
intelligent storage
routines, flexible and
user friendly controls
and advanced inventory
control systems help
make the Shuttle VLM
the number one vertical
storage solution in
North America.
Optional multiple access
openings enables two
operators to work from a
single unit from the front
and back simultaneously,
or from different floors of
your operation. Ideal for
mezzanine applications.
75mm (2.95 ") minimum
tray spacing.
25mm (.98 ") tray spacing
°•' adjustability.
..... Roller transfer workstation and
extractor allows for frictionless
extraction of trays.
With its small footprint, a unit can be strategically
placed directly in a work area for optimal time savings
at point of use.
September 29, 2003
Mr. Kevin Dooley
401 Andover Park East
Tukwila, WA 98188
RE: Request for Extension — Permit No. D03 -006
Dear Kevin:
This letter is in response to your telephone request for an extension to Permit No. D03 -006. Based on the
information received the City of Tukwila Building Division will be extending you permit to March 26,
2004. Please be advised that this will be the only extension granted for this project and no further
notice will be given prior to the expiration date. A new permit and associated fees will be required
after the above -noted expiration date.
If you should have any questions, please contact our office at (206) 431 -3670.
Robert Benedicto
Building Official
RB /sks
File: Permit No. D03 -006
City of Tukwila
Steven M. Mullet, Mayor
Department of Community Development Steve Lancaster, Director
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665
.. :i �u-'• u:;:,., �:,:,.. l::J ��u: eul: iy.:: :.Y,:...:..7.bo;v.c'i•:+t�:i.ut ..,u.«i�+i.'�.
February 3, 2004
Kevin Dooley
401 Andover Park East
Tukwila, WA 98188
Dear Permit Holder:
City of Tukwila
Department of Community Development Steve Lancaster, Director
RE: Permit Application No. D03 -006
401 Andover Park East
In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila
Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, 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
commenced for a period of 180 days.
Based on the above, you are hereby advised to:
• Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final
inspection.
This inspection is intended to determine if substantial work has been accomplished since issuance of the permit
or last inspection; or if the project should be considered abandoned.
If such determination is made, the Building Code does allow the Building Official to approve a one -time
extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why
circumstances beyond the applicants control have prevented action from being taken.
In the event you do not call for the above inspection or request and receive an extension prior to March 26, 2004,
your permit will become null and void and any further work on the project will require a new permit and
associated fees.
Thank you for your cooperation in this matter.
Sincerely,
Stefania Spencer
Permit Technician
Xc: Permit File No. D03 -006
Bob Benedicto, Building Official
Steven M. Mullet, Mayor
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665
in 3. . ;. t4u. di�7xy+,};« .:..izlw.:tis.7.l..�..ny;tw�+'dl vi..•..M;t,:y..
' zfi; iF: ��,`,: �ii�• i. i�a' �` .'u...r::..�.i::iL'id %i�i�,i,.
August 13, 2003
Kevin Dooley
401 Andover Park East
Tukwila, WA 98188
City of Tukwila Steven M. Mullet, Mayor
Department of Community Development Steve Lancaster, Director
RE: Permit Application No. D03 -006
401 Andover Park East
Dear Permit Holder:
In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila
Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, 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
commenced for a period of 180 days.
Based on the above, you are hereby advised to:
Sincerely,
Stefanie Spencer
Permit Technician
Xc; Permit File No, D03 -006
Bob Benedicto, Building Official
• Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final
inspection.
This Inspection Is Intended to determine if substantial work has been accomplished since issuance of the permit
or last inspection; or if the project should be considered abandoned.
If such determination is made, the Building Code does allow the Building Official to approve a
extension up to 180 days. Extension requests must be in writing and provide satisfact
circumstances beyond the applicants control have prevented action from being taken.
In the event you do not call for the above inspection or request and receive an extensi
2003, your permit will become null and void and any further work on the project will
associated fees.
Thank you for your cooperation in this matter.
prior to September 27,
equire a new permit and
�' - 2(- -26203
/ Jfilez -6 -1 1
g /So cfccw
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431.3670 • Fax: 206 - 431 -3665
o o 39'd A9CTIONHD31 3f9Iltid 805i;80L903 ET :VT E00Z/9Z/60
ACTIVITY NUMBER: D03 -006 DATE: 01 -08 -03
PROJECT NAME: Fatigue Technology, Inc. - R.L&Gk.S
SITE ADDRESS: 401 Andover Pk E
Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter # . _ Revision # . After Permit Is Issued
DEPARTMENTS:
Building Division
Public Works
Complete
Comments:
APPROVALS OR CORRECTIONS:
Approved ❑
Notation:
Documents/routing slip,doc
2.28.02
PLAN REVIEW /ROUTING SLIP
Approved with Conditions
512_ 1I,u( t - 14(95
Fire Prevention P"1
I
Structural
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Incomplete ❑
REVIEWER'S INITIALS:
Planning Division
n Permit Coordinator
DUE DATE: 01-09-03
Not Applicable n
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES/THURS ROUTING:
Please Route Fr Structural Review Required n No further Review Required ❑
REVIEWER'S INITIALS: DATE:
DUE DATE: 2 -06-03
Not Approved (attach comments) ❑
DA TE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
JAN -16 -2003 12:03PM FROM- PACIFIC INTEGRATED HANDLING
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ll1;1 KiK t :N'f INDUSTRII �.
REGISTERED AS 'PROVIDED BY LA.W AS
CONST CONT GENERAL
I:0 .54014M (11971.
' — I)1:l.srh And 17isitlay C'ertil'ical:
REGI ST . • ## EXP .' DATE •
CCO1 .PACIFIH094ND 02/19/2004
EFFECTIVE DATL ; 08/ • 024199 1 1 •
PACIFIC INTEGRATED HANDLNG•;INC
10215 PORTLAND AVE
TACOMA WA 95445
253 - 536 -2599 T -23T P.001 /001 F -502
1 `��
4
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PLATFORM
UNIT G1F1GAT ('ER P R.)
VEf ZT( L- LIFT MO I LE -- S►IN&LE UNIT
---- OPEN
TYPE: REM5TAR NT250 TYPE '2' VERTICAL LIFT MODULE
UNIT HEIGHT: 232.28 IN (I' ' --4% ")
UNIT I'4I DTH: 103.4 IN (8' -1 )
UNIT DEPTH: 10524 IN (b'-GI W)
CENTER OF GRAVITY: 1/2H (ASSUMED)
NUM13ER OF TRAYS: 35 • 412 LS MAX. WT EA (14,420 U3)
WT OF UNIT h1/ TRAYS 4 RAILS (DL): 5281 L.8
HT OF LOADED TRAYS (L.U. 14,420 LB MAX)
P4T OF UNIT FULLY LOADED. I LB
DESIGN SEISMIC WT 11,101 LB
ENERAL. 1407;5
W
0
VERTICAL LIFT filQVUL VN LE UNIT
FRONT ELEVATION
NO SCALE
DESIEM G61TER^: SEISMIC ZONE 3
Fp= Ap CO Ip Rp (1.3 hxAr) 1^p
SOIL PROFILE= 5d (ASSUMED PER UBG)
Nb SIZE: 6 SLAB. Ftn3000 Ft= P51.
•
•
- -0
DESIGN ANCHORAGE OF UNIT TO EXISTING FOUNDATION ARE
FOR OVERTURNING FORGES DUE TO SEISMIC LOADS
CODE: 1 UNIFORM BUILDING COPE ( c). AMC qTH EDITION
AGO =036, WO, =25, Rp =3.0 (hxfir=0), rip = VEI&HT OF UNIT
ANGHoRS SHALL DE HITHY 150 (K430*51g3)
AS mANUFAGHURED BY HILTI OR APPRoVED EGVAL. 5 ZEGIAL
INSPECTION IS NOT REGUIRED FOR ANGHOR INSTALLATION.
SOIL WARNS PRESSURE =2500 PSF +I/3 INCREASE FOR SEISMIC.
0
MAR 27 1.004
IE 5/16'
z
;It
,RED PLAN DETAIL
(PROJECTION
•
D =b1 -4q4"
VERTICAL L)FT MODULE - 5INC,LE VNIT
PLAN
NO SCALE -
ASE PLATT
3"= 11 _ /ti"
—COLUMN
DASE PLATE
I I_ I 1 4 1'' 7 1N
.6b 5"4' HOLE
BASE f. 5/16 "x514 Nx3'_ 144"
1W (4) I /2 ". HILTI HIT
HY-150 ANCHORS
(2 0 EACH COLUMN)
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JAN 15 20fl
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SAN - 8 2003
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Plotted: Dec
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DATE: DEC. 13, 2002
DESIGN BY: DRS
DRAWN BY: SP'
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PLATFORM
UNIT G1F1GAT ('ER P R.)
VEf ZT( L- LIFT MO I LE -- S►IN&LE UNIT
---- OPEN
TYPE: REM5TAR NT250 TYPE '2' VERTICAL LIFT MODULE
UNIT HEIGHT: 232.28 IN (I' ' --4% ")
UNIT I'4I DTH: 103.4 IN (8' -1 )
UNIT DEPTH: 10524 IN (b'-GI W)
CENTER OF GRAVITY: 1/2H (ASSUMED)
NUM13ER OF TRAYS: 35 • 412 LS MAX. WT EA (14,420 U3)
WT OF UNIT h1/ TRAYS 4 RAILS (DL): 5281 L.8
HT OF LOADED TRAYS (L.U. 14,420 LB MAX)
P4T OF UNIT FULLY LOADED. I LB
DESIGN SEISMIC WT 11,101 LB
ENERAL. 1407;5
W
0
VERTICAL LIFT filQVUL VN LE UNIT
FRONT ELEVATION
NO SCALE
DESIEM G61TER^: SEISMIC ZONE 3
Fp= Ap CO Ip Rp (1.3 hxAr) 1^p
SOIL PROFILE= 5d (ASSUMED PER UBG)
Nb SIZE: 6 SLAB. Ftn3000 Ft= P51.
•
•
- -0
DESIGN ANCHORAGE OF UNIT TO EXISTING FOUNDATION ARE
FOR OVERTURNING FORGES DUE TO SEISMIC LOADS
CODE: 1 UNIFORM BUILDING COPE ( c). AMC qTH EDITION
AGO =036, WO, =25, Rp =3.0 (hxfir=0), rip = VEI&HT OF UNIT
ANGHoRS SHALL DE HITHY 150 (K430*51g3)
AS mANUFAGHURED BY HILTI OR APPRoVED EGVAL. 5 ZEGIAL
INSPECTION IS NOT REGUIRED FOR ANGHOR INSTALLATION.
SOIL WARNS PRESSURE =2500 PSF +I/3 INCREASE FOR SEISMIC.
0
MAR 27 1.004
IE 5/16'
z
;It
,RED PLAN DETAIL
(PROJECTION
•
D =b1 -4q4"
VERTICAL L)FT MODULE - 5INC,LE VNIT
PLAN
NO SCALE -
ASE PLATT
3"= 11 _ /ti"
—COLUMN
DASE PLATE
I I_ I 1 4 1'' 7 1N
.6b 5"4' HOLE
BASE f. 5/16 "x514 Nx3'_ 144"
1W (4) I /2 ". HILTI HIT
HY-150 ANCHORS
(2 0 EACH COLUMN)
- GOMGRE
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JAN 15 20fl
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Plotted: Dec
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11 _____ - -
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AIL
12/S4
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CONCRETE PANEL
T 1 '
98' -6" to North wall
13'-4'
Remstar Vertical Storage Module.
8' -8" W x 8' -9 1/2" D x 19' -8"H
44,000 Lbs.
13/S4.1I
t
13/S4.1
L -.J L
4' ..4" to west wall
Load Capacity
457 Lbs. per tray.
Total unit capacity
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24' WIDE x 12
FOOTING
T OOTING
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FOR PEW CMU t4FILL,
REF STRUCTURAL
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W/ #4 @ 12'OC EACH WAY,
R
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PRCH AIL j EL = O-Ir LINO
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PROVIDE (2) 3 / 4 11 AB
x 8' EMBED O GRID
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FOR BASEPtATE DETAILS.
t
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`I''CTMNG W/
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- THICKETED FIG W /(3) O4 EIOT Cg
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5/53.1
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REF DEVOLMON DRAWINGS.
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•
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SEE 20/53.1 FOR ROW'
C. DER DESIGN
FILE COPY
ndersiand Pot the Plan Check amProvals ate
to arms ind orrassons and approval of
adopted code or ordinarre Receipt oon-
(W WI* 2111111211.1.111111111.
DOSING PRECAST
CONCRE'TE PANEL
3cr -r
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8 F0011143
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REMSTAR VERTICAL LIFT
STORAGE MODULE LOCATION .
FATIGUE TECHNOLOGY
401 Andover Park East
'TUKWILA WA. 98188
(206) 246-2010
Clauct Cowie
PIERS AT GRIDIJPE
JAN 1 5 2063
P11;1110.7 C.INTEP
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