HomeMy WebLinkAboutPermit D03-222 - MUSEUM OF FLIGHT - TEMPORARY EXHIBITMUSEUM OF FLIGHT
9404 EAST MARGINAL WY S
D03 -222
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
Parcel No,: 3324049019 Permit Number: D03-222
Address: 9404 EAST MARGINAL WY S TUKW Issue Date: 08/15/2003
Suite No: Permit Expires On: 02/11/2004
Tenant:
Name: MUSEUM OF FLIGHT
Address: 9404 EAST MARGINAL WY S, TUKWILA WA
DEVELOPMENT PERMIT
Owner:
Name: KING COUNTY MUSEUM Phone:
Address: 9404 E MARGINAL WAY S, SEATTLE WA
Contact Person:
Name: 3ULIE LAWTON Phone: 206 808 -7877
Address: 1201 THIRD AV, SUITE 2350, SEATTLE WA
Contractor:
Name: OWNER AFFIDAVIT - MUSEUM OF FLIGHT Phone:
Address: 9404 EAST MARGINAL WY S, TUKWILA WA
Contractor License No: Expiration Date:
DESCRIPTION OF WORK:
TEMPORARY EXHIBIT - HANGING FABRIC PLANES. INSTALLING GRAPHIC PANELS. EXHIBIT WILL BE INSTALLED
FROM AUGUST 23 THROUGH DECEMBER.
Value of Construction: $ $70,000.00 Fees Collected: $1,297.69
Type of Fire Protection: Uniform Building Code Edition: 1997
Type of Construction: Occupancy per UBC: 0018
Public Works Activities:
Channelization / Striping: N
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
Storm Drainage: N
Street Use: N Profit: N
Water Main Extension:
Water Meter:
doc: Devperm
N
N
Private: N
D03 -222
Public: N
Non - Profit: N
Public: N
Printed: 08 -15 -2003
Permit Center Authorized Signature:
regulating c•nstr-ucton
Sign- re:
doc: Devperm
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
D03 -222
Date:
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
orm• ce • work. I am authorized to sign and obtain this development permit.
Date;a5
,dais o�3
Print Name: J zdv49
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: 08 -15 -2003
Site Address: 9y ® lJ
Tenant Name:
Property Owners Name: A�Sr°V/ 1 '
Mailing Address: 47 C5d4 - d(5 /10Le/
CONTACT P S t ►
//
Name: �llAl /2
Mailing Address: /, j/ AVel CSiJI i £k
E -Mail Address: / /J' // Z. a- % � . �')0)
GENERAL CONTRACTOR INFORMMATION
Company Name:
Mailing Address:
Company Name: /V/4
Mailing Address:
Contact Person:
E -Mail Address:
Company Name:
Mailing Address:
CITY OF TUKWILA
Community Development L ,artment
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
\applicStiobs'permit application (3•^_003)
3/:003
Applications and plans must be complete in order to be accepted for plan review. 7/
Applications will not be accepted through the mail or by fax.
* *Please Print ** / 4
t'//
9ya / �J�11 / ,
Contact Person: 19 /
E -Mail Address:
Contractor Registration Number: A
//1
Page I
ae
Building Perm. io. --L
Mechanical Permit No... .
Public. Works Permit No
Project No.
(For ofcel useonly)
King Co Assessor's Tax No.:
Suite Number: Floor:
New Tenant: .... Yes ,...No
City State , / Zip
Contact Person:
E -Mail Address:
�.wrP�et�•ssx�.x,
Fax Number:
ENGINEER OF RECORD All plans must be wet stamped by Engineer of Record
■
Day Telephone:7:fe J /3e •7 7,
/jl/ ,;3/g
City State Zip
Fax Number :(J /)J lbt ' • 7 /acs
cS' QX41 # &, 9f//1
Ci ty alge: State Zi p Day 7M ' 7/. j �
Expiration Date:
* *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance **
ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record
State
Zip
City
Day Telephone:
Fax Number:
Zip
City State
Day Telephone:
Fax Number:
ate.., •.rr. 1.10t1leniONntta
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Valuation of Project (contractor's bid price,
Scope of Work (please provid det i ed information):
rC1, /9/)0
I / 0i /1 L _ /
Existing Bu tg Valuation: $
� /' .// M2 S,
Will there be new rack storage? [] ..Yes (X. No If "yes ", see Handout No. for requirements.
Provide All Building Areas in Square Footage Below
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? [] ....Yes ❑ ..No If "yes ", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
.. Sprinklers ..Automatic Fire Alarm ❑..None ❑ . Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? .. Yes .. No
If "yes". attach list of materials and storage locations on a separate S -1 /1x 1I paper indicating quantities and Material Safety Data Sheets.
\applicalions'permil application (3.2003)
3noo3
Page 2
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Existing
Interior
Remodel
Addition to
Existing
Structure
New
Type of
Construction
per UBC:
Type of
Occupancy per
UBC
1" Floor
2 Floor
3iU Floor
Floors thru
Basement
.
Accessory Structures
Attached Garage
Detached Garage
.
Attached Carport
.
Detached Carport
Covered Deck
Uncovered Deck
�U1LU11' YLr'1tMviR PI1 usilt A'1 -. 4Ub- 431 730 /U
Valuation of Project (contractor's bid price,
Scope of Work (please provid det i ed information):
rC1, /9/)0
I / 0i /1 L _ /
Existing Bu tg Valuation: $
� /' .// M2 S,
Will there be new rack storage? [] ..Yes (X. No If "yes ", see Handout No. for requirements.
Provide All Building Areas in Square Footage Below
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? [] ....Yes ❑ ..No If "yes ", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
.. Sprinklers ..Automatic Fire Alarm ❑..None ❑ . Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? .. Yes .. No
If "yes". attach list of materials and storage locations on a separate S -1 /1x 1I paper indicating quantities and Material Safety Data Sheets.
\applicalions'permil application (3.2003)
3noo3
Page 2
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',PUBLIC WORKS PERMIT INFORMATION - 206- 433 -0179
Scope of Work (please provide detailed it .nation):
Water District
❑ ...Tukwila ❑... Water District #125
❑ ... Water Availability Provided
Sewer District
❑ ...Tukwila ❑ ... ValVuc ❑ .. Renton ❑ ...Seattle
❑ ... Sewer Use Certificate ❑... Sewer Availability Provided ❑ .. Approved Septic Plans Provided
❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department.
Submitted with Application (mark boxes which apply):
❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ")
❑ ...Technical Information Report (Storm Drainage)
❑ ...Bond ❑ .. Insurance ❑ .. Easement(s)
Proposed Activities (mark boxes that apply):
❑ ...Right -of -way Use - Nonprofit for less than 72 hours
❑ ... Right -of -way Use - No Disturbance
❑ ... Construction/Excavation/Fill - Right -of -way
Non Right -of -way
❑ ...Total Cut
❑ ...Total Fill
❑...Sanitary Side Sewer
❑ ...Cap or Remove Utilities
❑ ...Frontage Improvements
❑ ...Traffic Control
❑ ...Backflow Prevention - Firc Protection
Irrigation
Domestic Water
❑ ...Permanent Water Meter Size...
❑ ...Temporary Water Meter Size..
❑ ...Water Only Meter Size
❑ ...Sewer Main Extension Public
❑ ... Water Main Extension Public _
kapplicationslpermit applicaIan (3.7003)
312003
Call before you Dig: 1- 800 - 424 -5555
Please refer to Public Works Bulletin #1 for fees and estimate sheet.
cubic yards
cubic yards
„
It
❑ .. Abandon Septic Tank
❑ .. Curb Cut
❑ .. Pavement Cut
❑ .. Looped Fire Line
if
If
WO#
WO#
WO#
Private
Private
❑ .. Highline
❑ .. Geotechnical Report ❑...Traffic Impact Analysis
❑ .. Maintenance Agreement(s) ... Hold Harmless
❑ .. Right -of -way Use - Profit for less than 72 hours
❑ .. Right -of -way Use — Potential Disturbance
❑ .. Work in Flood Zone
❑ .. Storm Drainage
Page 3
❑ ...Renton
❑ .. Grease Interceptor
❑ .. Channelization
❑ .. Trench Excavation
❑ .. Utility Undergrounding
❑ ...Deduct Water Meter Size
FINANCE INFORMATION
Fire Line Size at Property Line
❑ ...Water ❑ ...Sewer
Monthly Service Billing to:
Name:
Mailing Address:
Water Meter Refund/billing:
Name:
Mailing Address:
Number of Public Fire Hydrant(s)
❑ ...Sewage Treatment
Day Telephone:
City State Zip '
Day Telephone:
City
State
Zip
Unit Type:
Qty
Unit Type:
Qty
Unit Type:
Qty
Boiler /Compressor:
Qty
Furnace <IOOK BTU
Air Handling Unit
>= 10,000 CFM
Other Mechanical
Equipment
0 -3 I.1P /100,000 BTU
Furnace >IOOK BTU
Evaporator Cooler
3 -15 IIP /500,000 BTU
Floor Furnace
Ventilation Fan
15-30 HP/1.000,000 BTU
Suspended /Wall/Floor
Mounted Heater
Ventilation System
30 -50 HP /1,750,000 BTU
Appliance Vent
Hood
50+ IIP /1,750.000 BTU
Heat/Refrig /Cooling
System
Incinerator - Domestic
Air Handling Unit
<= 10,000 CFM
Incinerator— Comm /Ind
MECHANICAL PERMIT INFORP TION — 206- 431 -3670
MECHANICAL CONTRACTOR INFORMATION
Company Name:
Mailing Address:
City State Zip
Contact Person: Day Telephone:
E -Mail Address: Fax Number:
Contractor Registration Number: Expiration Date:
**An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance **
Valuation of Project (contractor's bid price): $
Scope of Work (please provide detailed information):
Use: Residential: New ....Li Replacement ....
Commercial: New ....0 Replacement ....
Fuel Type: Electric 0 Gas....D Other:
Indicate type of mechanical work being installed and the quantity below:
PERMIT APPLICATION NOTES — Applicable to all permits in this application
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.
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.
BUILDING OWNE' •R • 1O D A
Signature:
Prin
Mailing Address:
Date Application Accepted:
Date Application Expires:
Staff lniti
\applications\permit application (1.2001)
312001
Page 4
Date:, ' J�
Day Telephone: (4,7/A) c 74
/C
City
State
Zip
Parcel No.: 3324049019 Permit Number: D03-222
Address: 9404 EAST MARGINAL WY S TUKW Status: ISSUED
Suite No: Applied Date: 07/28/2003
Tenant: MUSEUM OF FLIGHT Issue Date: 08/15/2003
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.
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 •erformance of ork.
Signa
City of Tukwila
Aeir
Print Name:
doc: Conditions
PERMIT CONDITIONS
D03 -222
7
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
Date: /( d 7'
Printed: 08 -15 -2003
1
Payee:
TRANSACTION LIST:
ACCOUNT ITEM LIST:
Description
doc: Receipt
City of Tukwila
6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
z
1 ti
-z la
Parcel No.: 3324049019 Permit Number: D03-222 -J 0
Address: 9404 EAST MARGINAL WY S TUKW Status: PENDING v o
Suite No: Applied Date: 07/28/2003 N W
Applicant: MUSEUM OF FLIGHT Issue Date: -J H
N U.
w0
2
Receipt No.: R03 -01005 Payment Amount: 788.25 g Y tL¢
c d :
Initials: SKS Payment Date: 08/15/2003 04:33 PM H w
User ID: 1165 Balance: $0.00 z = F.
E- 0
Z I—
LL! tij
D p
0
O N
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111 aj
H 0
Type Method Description Amount Li. H
O .
Payment Check 31572 788.25 LLi
UN
1 I
O i-
z
MUSEUM OF FLIGHT
BUILDING - NONRES 000/322.100
STATE BUILDING SURCHARGE 000/386.904
RECEIPT
Account Code Current Pmts
783.75
4.50
Total: 788.25
l.:....' 09l'1'J '7 TOTAL 70“2"
'?r,
Printed: 08 -15 -2003
Parcel No.:
Address:
Suite No:
Applicant:
Receipt No.:
Initials:
User ID:
Payee:
TRANSACTION LIST:
Type Method
doc: Receipt
City of Tukwila
6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
3324049019
9404 EAST MARGINAL WY S TUKW
MUSEUM OF FLIGHT
R03 -00910
SKS
1165
MUSEUM OF FLIGHT
Payment Check
Description
31408
RECEIPT
ACCOUNT ITEM LIST:
Description Account Code
PLAN CHECK - NONRES 000/345.830
Permit Number:
Status:
Applied Date:
Issue Date:
Payment Amount: 509.44
Payment Date: 07/28/2003 04:36 PM
Balance: $788.25
Amount
509.44
Current Pmts
509.44
Total: 509.44
D03 -222
PENDING
07/28/2003
;19.331 07/30 9716 'f0 "AL. 509„4l.':.
Printed: 07 -28 -2003
Project: 1
rkoseUly) o ' 1 ` teit/11
Type of Inspection:
r tity., 1
Address:
C E. M6
-t0 Special
'
(A)/
Date Called:
Instructions:
Date Wanted: a.m.
p.m.
Requester: A i 1 ,
dAt,e
Phone No:
-,1g1 - CM7
•
z
INSPECTION RECORD
Retain a copy with permit
,INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 981 88
(206)431-3670
a Cpproved per applicable codes. Jj Corrections required prior to approval.
COMMENTS:
V Vv\-
C)4o C OIAtc(-P4e
$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
' tf
Project:
titAetA,M 1 P
Type orspection:
(1 A-4
re s:
0 E .(14k'
(-0
Date Called:
, .
3
Pi cs_.3
Speci I Instructions:
rif,pr27
Date Wanted:
a.m.
Requesir i
Pbont No:
5R97
• •1 • '•".‘" ,
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 981 88
(206)431-3670
1 p
proved per applicable codes.
COMMENTS:
?er
5
ve ,
PP
Inspector:
El Corrections required prior to approval.
Date:8
LJ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
1
Needs shift inspection
Sprinklers:
Fire Alarm:
Hood & Duct:
Halon:
Monitor:
Pre -Fire:
Permits:
Authorized Signature
FINALAPP.FRM
7
City of Tukwila
Fire Department Thomas P. Keefe, Fire Chief
TUKWILA FIRE DEPARTMENT
FINAL APPROVAL FORM
Project Name / 0 " Ffk l)
Address / S Suite #
Retain current inspection schedule •
Approved without correction notice
Approved with correction notice issued
ro#3
Rev. 2/19/98
Permit No.
oc°
c) F 1;5 . e .)
Steven M. Mullet, Mayor
Date
T.F.D. Form F.P. 85
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439
Th
MATERIALS
Permit Application: D03 -222
THE MUSEUM OF FLIGHT
INCOMP
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FILE COPY �
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CITY OF VOILA
APPROVED
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AUG 1 2 2003
PERM CENT &Fi
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Concrete, Block, Brick, Stone
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3/16 "x 1 -1/4" to 3/9 "x8"
Heat Treated, High Strength Carbon Steel
The Wedge -Bolt anchor is a one piece, heavy duty anchor with either a finished
hex head or countersunk Phillips flat head. It is easy to identify, removable and
vibration resistant. The Wedge -Bolt anchor also has many unique features and
benefits that make it well suited for almost every application. Optimum
performance is obtained using a combination of patented design concepts. The
benefit to the designer is higher load capacities while the benefit to the user is
ease of installation,
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PA A 21"3
"'ri �°"n,_ i '; • %�` itl Nre.. hrctn!y.
INCOMP ETE
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The Wedge -Bolt anchor is a one -
piece unit which features a finished
hex head formed with an integral
washer, a patented dual lead thread,
and a chamfered tip. A one -piece
design eliminates the possibility of
lost anchor parts or improper
assembly.
T *RIc. r4�1 EL- A 0 L7' .
FiLE COPY
I understand that the Plan Check approvals are
= i pa ir• 1 .•..••"s::i a2s • t',u,• a��.i�•s �+wc:acu�ys id:.e�i:.c:i uc:af w.�wui`.• .
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The Wedge -Bolt anchor is designed
1 to match fixture, clearance
holes that are 1/16" over nominal to
'"" provide a secure fit Since the
Wedge -Bolt is specially matched to
1 . the clearance hole the•need for
layout or hole spotting is eliminated.
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The Wedge -Bolt anchor is versatile
and can be used in a variety of base
materials. This reduces the need to
stock asserted anchor types and
learn a variety of installation
procedures. A function test (Le. trial
installation) in the actual base
material is recommended for high
density` precast concrete and slabs
with compressive strengths greater
than 5,000 psi.
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The Wedge -Bolt anchor is designed to be used with a matched tolerance
Wedge -Bit for optimum performance This high performance bit has a special
tolerance range to ensure optimum results. Remember ... Blue tip, Blue bit!
CITY OF TUKWI$.A
APPROVED
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lern.UNI\ 7,111:7;
Blue Tip
Bitue Bit
AUG 1 5 2E13
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The Wedge -Bolt anchor can be
installed at shallower embedment
depths than traditional wedge or
sleeve anchors reducing the chance
of striking reinforcing bars a
embedded cables. Drilling time and
bit wear can be reduced resulting in
significant savings.
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A specially designed relief thread
formed in the body of the anchor
allows easy tightening at a reduced
torque level and provides dust relief
to help reduce jamming of the
anchor.
The Wedge-Bolt anchor cuts a
thread into the base material. Since
there are no expansion forces the
Wedge-Bolt anchor can be installed
closer to the edge than traditional
mechanical anchors without
damaging the base material.
At
The Wedoe-Boit anchor Is fast, easy
and safe to install. A chamfer on the
working end quickly centers the
anchor and a high 30* helix angle
allows it to be tightened quickly.The
controlled "screw-in" method is •
safer than the hammer driving
method used with traditional anchor
types.
The Wedge-Bolt anchor has Specially
designed dual threads that engage
the base material immediately upon
tightening. Unlike traditional wedge
or sleeve type anchors, they will not
spin in the hole when attempting to
tighten.
461
The Wedge-Bolt anchor can be loaded immediately. Unlike adhesive anchors,
there is no lengthy curing time.
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The Wedge-Bolt anchor has a
finished hex washer head that
provides an attractive appearance.
They are safer than traditional
mechanical anchors where exposed
thread above the nut creates a
tripping hazard.
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The Wedge-Bolt anchor has both the
diameter and length clearly stamped
an the head. lnspection is easy since
there are no complicated letter
codes to memorize.
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APPROVED
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The Wedge -Bolt anchor is easy to remove, leaving a neat clean hole. Unlike
traditional anchor types, Wedge -Bolt anchors can be removed to correct
installation errors such as improperly drilled or unclean anchor holes. Once
removed, no components that will corrode remain in the base material.
When re -used in the same anchor hale, advance the anchor with a
handheld socket, locating the tracks cut into the wall of the anchor hole by
the double lead thread during its original installation. Do not use an electric
impact wrench when re -using in the same hole.
When re -used to pilot a new anchor
hole, 1 or 2 additional applications
or re -uses are possible. The high
double lead thread should be
checked for excessive wear. Base
material conditions (hardness and
density) will affect re- usability.
�.. aavx:_r_� �� -:: >rw -r sma v a,a awv. �- tx:
�.n. -... .......:.....,.: � - �n7Xltirr:— :-:•n�s G:Y:. -e:: w.. r _:. .. }.:.w:•:- n rx< = x�.z:: z�_ .ro
The Wedge -Bolt anchor is vibration resistant. Unlike traditional anchors that
have a small expansion mechanism, the double lead threads grip a large
P 9P e 9
portion of the embedment length and there are no expansion forces to
pulverize the concrete. For additional vibration resistance, the ratchet teeth on
the underside of the hex washer head lock against the fixture. Factors of safety
greater than 4 may be required to compensate for excessive vibration. The
design professional in charge of the actual product installation should
determine an appropriate factor of safety.
., nom;: x<xnt v6V,46 w, ar. tt`'+ as= v��=. 0: y ,•.+ r,. u, w,, r•+ �wr .wm•ear+v:et*:•a2+tsst°iti.'Yk1:
.; iglgEN: i#il: P, ���_` gt-, 2 s,r`tc+- .-�;�a;atra:
The Wedge -Bolt anchor is typically stronger than a traditional wedge or sleeve
type anchor. They have the low slip and close edge characteristics of adhesive
anchors. A combination of a patented dual lead thread and high strength steel
material provide excellent performance. High tension loads often allow the
Wedge -Bolt to be used at a shallower embedment while high shear loads
allow use of smaller diameters. Knowledge of an application's load
requirements is the key to selecting a proper size and embedment depth.
24,000
18,000 -
12.000-
6.000 - ,
C 3 4" D1 meter in 4 00 psi Concrete a ��� Of' i (Jr1Wil
APPRoyED
1, ,bt::srt
Ia:::ei: clhr
h8:1a•en• tit 6 • V.810101
1,11 i 4: _11:11® 6' - 16,4251bi.
0.10 0.20 0.90 0.40 0.50 0.60
Delloction Mules)
AUGAUG (1}0!`03
� V
10 1 17.1)
L
A
I..t' h'•'iupe... .... r•, iagm=? ir,.; y: vrl. uifwx. y:: F3•': f%^ !'s%s:FS�ssi??';c.,:l ?mxy� -::
" 5F' I,VFr_v3'7 -".:v r: : re:% r# 1i5` ixic= ssT'= zv:• os- .= :'4ii7 ::c:`sc ±'r"7:!.e,.il5
The Wedge -Bolt anchor saves time and money. It is faster to install and easier
to use. This helps to increase productivity while reducing worker fatigue.
Installation time is decreased up to 70%. For fast, easy, cost effective, high
performance installations, the innovative Wedge -Bolt anchor is the one product
that does it all.
Note: Electric impact wrenches are available in different sizes (e.g. 1/2" drive or
3/4" drive) providing different torque capacities. Anchor size and base material
conditions will deterrnine the appropriate size electric impact wrench.
Using the proper diameter Wedge -
Bib drill a hole into the base material
to a depth of at least 1/2" or one
anchor diameter deeper than the
embedment required. Be sure to use a
Wedge -Bit, Blow the hole clean of
dust and other material. /When
attaching to hollow base material,
insert the appropriate Block Plug into
the anchor hole).
Insert the anchor through the fixture
into the anchor hole. Begin tightening
the anchor by rotating dodtvvise and
applying pressure in toward the base
material This will engage the first few
threads as the anchor begins to
advance.
:• A • • P :•A '•
4 , • • 4 ,
c! ' • 7'
4 '
Vp
• 7 �
4 Y
ad '
•• a • • a ,• h1
4
4'
tfj \V
Continue tightening the anchor until
the head is firmly sued against the
fixture while achieving the required
embedment dept. In extremely
dense materials, use of an impact
wrench is recommended.
x s "
/
�:, ��• s
. ei ' t',y
M" ' � , �
N fi,. A, .....104:ksa.r�,J'\'�F... - ' X17' Y . _'�..3.Ms~'1, ` � '. "'i+ T'f jrrZ 7.1'de
The following tables list the sizes of he head Wedge -Bolt anchors. The anchor
length published is measured from below the hex washer head to the end of
the anchor.To select the proper length, determine the embedment depth
required to obtain the desired load capacity. Then add the thickness of the
fixture, including any spacers a shims. to the embedment depth.
.:.is.^':�^ t c. 3 x.u ;�. 'i. ;aiki :.�.. t > yir cxio..cr.."
7CJtRflOipSiEE fIFXIflFJ 6idiGE''ggiIa' i c3s 7 g0 , u-.� - 7 :15�; _��.= .iATar r P4
Wedge -Bolt anchors are manufactured from heat treated carbon t I that is
plated with commercial fright zinc and a supplementary chromate treatment in
accordance with ASTM Specification 8 633, SC1,Type i11(Fe I Zn 5)•
7000'
7004'
,;Zflllfi',�
7204
' 72196`4 + •
7224
7240
• sii.}37 rr � V t :; . i'tviii '� , Yf� : **,
Y
li f4.1 r ? ;, 1 t f „. ;. 70.13 7
3/16" x 1 -1/4" 1" 1.318" 100 500
1-3/4
l: v _ : }J .¶ _'. nt.. 11�Qs ,.,
/16" x 2.1/4" 1 2" 100 500 2.112
2112 ' y1 0 o "
114° x 1-1/4" 1" 1 -1/8" 100 500 2-1/2
�.. ;,Y SI'J: j!•,rt'zl�il r.; » .ii.: ,,. ., 7 ,
**1. " -i_,
.1/4"'X
,
20 �i3" 1.314" 1 -112" ,
1- 172'5 250 8 ~
318 "•'x2 *112r,: r.:1 Q '''.?�r1;1' ); �0'i''.r''i''250i! ; �:%. „11:x'
:,. .....�.rt�:.�h'::;1'.:'5�::,,, n.:� „are....- �,.,:,�..... •.
3/8” x 3" 1 -1/2" 2-3/4" 50 250 12
�r•A , :318. "•.1x'.4:' �+ti,.`� .112" ,
1 /2" x 2" 1-3/4" 1•3 /4" 50 200 14
Using a 3/16" diameter bit, drill a hole
into the base material to a depth of at
least 1/2" deeper than the
embedment required. A TAPPER drill
bit must be used. Blow the hole clean
of dust and other material.
Using the Combo 3/16" Wedge-Bolt /
TAPPER Tool and the appropriate
driver, insert the head of the 3/76"
Wedge -Bolt anchor. The drill motor
should be set to "rotation only" mode.
Place the chamfered end of the 3/76"
Wedge -Bolt through the fixture into
the pre - drilled hole and drive the
anchor in one steady continuous
motion until it is fully seated at the
proper embedment. The driver will
automatically disengage from the
head of the Wedge -Bolt.
rp
SZ `~
C4 2
0
UO
U) O
3
W
lL
= ' W
Z t
ZO
c o
0 I—
W W
H-
L I O
U=
O
Z
.1. , .....•k .„, v94 41,,,61 ": 0 4
r
„,_:,.‘,...,
: ;':•: .
;4' • "'
-,-:
,...,--.9, ...,,,,,,,- ' •,•- ,...--,-. .L1..1.1 , TT •i= ,.... 1 ■
7 tt
41. ng To
4 ti: • t'd t
I ... r ,
7244 112" x 3" 1-3/4" 2.3/4" 50 150 21
S111 5�J,J O 1:2
yite
7248 112" x 5" 1•3/4" 3-3/4" 25 100 28
7260 518" x 3" 2-1/2" 2-3/4" 25 100 28
7264 5/8" x 5" 2-1/2" 3-3/4" 25 75 39
X.•;.• 3a bJ
7280 3/4" x 3" 2-1/2" 2-3/4" 20 60 48
Inuttat.z.
7284 3/4" x 5" 2-1/2" 3-3/4" 20 60 70
3 2O
z
7288 3/4" x 8" 2•112" 3-3/4" 10 40 100
The publdie d lerlgth is measured from below the her washer head to the end of the anchor.
3/16" Wedge-Bolt anchors do not have a Blue Tip. See separate cdon for appropriate 3/16"
diameter carbide tipped drill bits.
Wrikiliv7A'Aibl#4*##.14: :***70.0'r
4074-Alikt-,
r -.. •
7100" 3/16" x 1-1/4" 1" 1." 100 500 1.1/4
7104 3116" x 2-1/4" 1" 2" 100 500 2
h1_116)4...4! • aa 13
k72 ' y:N-.2q <
......., 4,,,,... ..,,.,.....p..„.t..„,.,..41. , .,1,1 , 4,4;,t4i.riei.,,a,;.,:, ..,c?
Me published length is the overall length of the anchor.
'2/18 Wedge-Bolt anchors do not have a Blue Tip. See separate section for appropriate 3/16"
diameter carbide tipped drill bits.
For proper performance, all blue tipped Wedge-Bolt anchors must be installed
with a blue Wedge-at. The Wedge-Bit has a special matched tolerance range
designed to provide optimum performance for the anchor. The available shank
styles and sizes are listed below.
Akkg
X 7 fl 11•' OW:4'4
114" 0.255" - 0.259"
1/2" • 0.490• - 0.495"
fr 0 4 605 . •?. 5 ■T'
3/4• 0.720" - 0.725"
te,..% *. u . -Tify.1644,W,.. - ',_..±1.1ii, '. ii.t.i, f
0^,',:;,F,7447.3.5.7i t ''''''' ., r , '. , -.5
..--
.....« .:., — •ia" - -- .4.01 .
ktAr*,14,
t;1 4 VgAit. '1!Ntfril
k ",.."44-,,.4.* • ..
1312 1/4 2 4 1 1
.-.1,til. ,cr,i.--4.1 t .,,y I , ..,...t...,.i iii:
.:',......'v '.itTt4 7,.1. ' . .:;' ' is ' -.14. •' ,..s ....‘ . ., ,
1316 3/8 4 6 1 2
;,iid..W i il ,3 6k . , , o ,,, p., , /,,, i ,, -,I, YT. ,.2..,1/2f,
4-? - 't.. , .'"',.. , ii.:41`.0.e.;1;, 1 13i,....,..., - .Ji-,:rz,''i., -- ,i.1.,.: I N 1 D.'. i 4 ,1:. 4,6 .. ■
1320 1/2 4 . 6 i 1
l i . i?«?i5i 9r. "?■''17Z.t. ,1 4r . .MtPd' ,1.. ..3 ; Wilt1 ; ' : t:T...';it1 1 ,1 1 :', : .:%'''.16%":"2 . ,'; 4 ;:'..' , 1.:4i!.;'i::..C.i 2: 451 .3/ [1 1 :.
'''' - ,t, .„.,*1, 4 ;:,...:
1324 5/8 • 6 8 1 4-1/2
,...,,, ,..,,.,-,...,. cr..1... - ,. 'it ‘• r o v. eo rov;1.7.1 • pa.-....-.;i0...litlit Wr..:',9iedIff k 4 il ..;
' 2 1 2;. r il .. .7 ‘ 1§.1 8 .,ftti' s !blA t 0 9 ' ' " fhi,:i -..' T....: t 1 .1 . . 4 ....f
1328 3/4 6 8 1 5
.1:11 4 "T'^c, .: ' V Vil; ; V iT.1,"•Ik'..1 g% a : '...;
:;.1 cillyt.?:-.vtedif..1.1 t4-. t31.7. ;1/4 3:,:t c,,,,,1 voiti,
-L.-4- ....J.! :'■ 1. -« 4 . -.« « . --14o,;-4..Ti4 4 . .." ' :. ' (< .1.- , r T .'.1 . ..r.t“ . .'.1... r. . Lr...t.I.;„......, ....
o 44.o.4 ME
w - a uc,...4241 , 4a,w4.4.4,4v<04 , 444m140t44411 ,4 1t ,4 0 , 541 1 4 , 7 , 1 ,4 .4:::7 • •
1370 1/4 2.3/4 4 1 1
1380 3/8 4 6 1 2
1390 1/2 • 4 6 1 2.3/4
WAPEREIREENEEIATAMITENitigRalibliA
1396 5/8 11 13 1 61/4
tiggiigiadifaVMEMINPWWWWW#4416WI!,6
PIT (WTI
ifsTA
1340 1/2 8 13 1 11
1348 3/4 8 13 1 15
1354 1/2
1358 3/4
8
e ■.‘
1•:.1
For proper performance all 3/16" Wedge Bolt anchors must be installed with a
3/16" diameter bit. Tolerance range = 0.202" to 0.204" for the available styles
and sizes listed below.
• • 1 . 1 .
4.11
rOE
If7t
ial
V' • ;
•grh,i1 A .1•A4*I-*Pc - 0
.,.....a4..."....
2785 3/16 2 3.112 10 1/4
'
27..:136 -'4';::::'...,....:.1:•)410,•.i;it.;,..c.',,r,.;... I!. 5.,, • ,.'.. '1 0;.7,, i . , -... 7 1 it 1,
2787 3116 4 5.1/2 10 1/2
6 .'..,..i,."1%' , E7,.. .1, ,: I c i.,...r.:-.1; ; ::! l ii,
... :.,..,...,.,-; ..-t :.i... IL-. ..:,...... ' ;:. .,.. -2 '....',:. .,.
2789 3/15 6 71/2 10 1/2
reg.. s"
0 #0 . 0 6,5 M' 41[
405r.,4,4«0: 4 .tit0 •
13 1 12
M egiONWAT
13 1 15
D Anchoi• Size
S = Spacing
E = Edge Distance
BMT -='Ease Material ThiCkneis
The minimum recommended thickness of solid base material, BMT, is 125% of
The embedment to tried:for example, when installing in archorto a_depth
of 4", the base material thickness should be 5".
To obtain the.maximum load in tension or shear, a spacing, S, of 10 anchor
diameters (10D) or greater should be used. The Minimum recommended anchor
spacing, S, is 5 anchor diameters (50) at which point the load should be
reduced by 50%. Anchor spacing closer or less than 5 diameters (5D) needs to
, be field testc-d.Actual basernaterial conditions will determine any applicable
reduction factor. The following table lists the load reduction factor, Ps, for each
anchor diameter, D. based on the center to center anchor spacing.
For tension loads, an edge distance, E, of . 10 diameters (100) or greater should
be used to obtain the maximum tension load. The minimum recommended
edge distance, E, is 3 diameters (30) at which point the tension load should be
redixed 'by 28%.Edge tttarms, tic triessirran 3 diametets (3D) need tt;
be field tested. Actual base material conditions will determine any applicable
teductionizictmlhofolitming list load reductiorrfactor; Re, each
anchor diameter, D, based on the anchor center to edge distance.
For shear loads, an edge distance, E. of 10 anchor diameters (10D) or greater
should be used to obtain the maximum load. The minimum recommended
edge distance. E. is 3.anchordiameters.(3D) at which point the shearioad
should ba reduced by 84%. Edge distances closer or less than 3 diameters (3D)
nee,d,to be.field tested.Acrual.base.mateial .conditions will detemine.any
applicable reduction factor. The following table lists the load reduction factor,
13e, foreach .anchordiamete,..0, _based on:tbe anchor lo.edgedistance.
• far proper perfarrnanc4 a Wedga-BX mu :It be time.
" Same 3/16" standard bit used for 1/4" TAPPER is packaged WM each box of 3/18* Wedge.
For proper performance, the Wedge -Bolt anchor should be installed with a
Wedge -Bit. The Wedge -Bit has a special matched tolerance range designed to
provide maximum pullout with a minimum amount of installation torque. When
Wedge -Bits cannot be used, ccrr ANSI drill bits may be substituted.
Load reduction factors must be applied to both the 1/4" and 3/8" sizes and the
installation torque on the 1/2 ", 5/8" and 3/4" sizes is increased when standard
ANSI drill bits are used. Below please find the appropriate cross - reference of
ANSI to Wedge -Bit dimensions with the load reduction factors noted
accordingly. `{'l a�= i? r� '4kZxb`18f;:'�I��i3'870'ctL;Vs' ,:I, t4 t> Dlo+,• r3i08ff1i ?= ,11?5!260:C;��3�660;,
1/4"
ri :F d l d ��4 . ,h F . 1 '•1.ba, � _ • .T c,r '.M•�,•i!:c "•h4�i'7= ?c•f't.�,' 51."11 .x • „C :Oat Y-'Gr" �1 , 1�. 'H l:i
1/4 1/4 1/4 2096
� M 3:#I.w } ,-r ry ! ++. 9 ` u I ; 7^I f i s �'' t t . 1 . 1
si3/6 t- i' �..'s g'IC�],DX3 y , Y:Y� I'Y're ,. L Q .A. i 'S ,al �i�: r�� , ....., st
.. '{,d„_,b� r i!:.tsi: «hrJ:7:iSY, :,L� °iat7LLa�,=ti y7lw",. n'." is }LL.:�SI�:.JI:i...J.G'x:..,.., �IibL�:1l.,:s`:.�s�._ ,Si.:i:i-
1/2 1/2 7/16 0
i{ 'i:a
tYv 4 r1 !it 5+1 4 Ytt++KH "'Wr(' +N t v 1. t,; ?;,17notoI ;Ir t:
$ 5' , 48u y t t r ftrt'a k °FT,,: €f:,W'; tr Oa C #I t` `'"'�'v4vs.
: Si.,• tr.:l a�� 'rWn%WAk`v' iAiCk�r� ". •� jypt,'i�: n�r�i &(1�'.... � •n,•,: -vi +fa rn i•.... ,�:s i:S,'IL,"
3/4 3/4 11/16 0 ,
No reduction factor is required when Wedge -hits are used with Wedge - Bolts. Also when
installing larger diameter Wedge•Bolts with ANSI bits, an electric impact wrench is recommended.
The amount of torque increase is variable and is a (unction of both the hardness of aggregate
and density of concrete. The amount of increase is either slight( +) to significant( + +) based an
these factors.
Wedge -Bolt anchors achieve their Toad capacity by the thread
undercutting the base material. It is not necessary to tighten the anchor
to any special torque value.
The amount of torque needed to advance the anchor will vary due to
actual base material conditions (e.g., aggregate size, type, hardness,
density, etc.) While the Wedge -Bolt anchor does not require any specific
installation torque, some installers may request a maximum clamping
torque. This is the maximum permissible torque value to be used to clamp
the fixture to the base material.The values listed below should be used
as guidelines. Their purpose is to prevent the anchor from stripping out
when too much torque is applied. However, certain base material
conditions will allow for higher clamping torque values.
,t , t. W' � �r�.a'Y��': ";i.c'� 11�r:�..,'s ±y' �8 }'ti:ht�.�."t!)�lf
2,000 psi Concrete 5 5 40 60 75 150
a y,. r,sr;s:Ei n q'� i r , � r,'rrm ,: f��.:lv�•"•,,;. �i s �.
•Ifi. M L ,'I , , .,e t 6 , ,� `a '' i h: , J � i t Sr�'.ry; • µ y b 7 ��a` • �{1, i + r �IGq"�; . �{i ;, r a�, , ( p
YiP 3� ,1..y r r'*y r , tv�', n i i11r ';V'1d:I'Y; i."ur! • t,d,MV<
6,000 psi Concrete 10 1 0 40 • 60 75 250
, ? ;,pJrery. v6 jq t• „ >�, . r4 wt. 'n , �'c,. to r::4 ry�17,�• `7•'7.'' i xi.'' Y-r
t j. •. i:1.,Y t >Jrrl 71' �j311`�.: 1 '�' +<+C "" �tY a"' '.,r:
r.:- 'PR . ,...hiel9.,.: t,'`•alZ4LL .� 2r at. {1.t.O « ,al�tlig.. .•'drWV: `.;y1 q
Grout Filled Block 10 10 15 40 60 70
J ^'�`JP a; , I F'7 ,.•� {r�r �r.'� r art I!+nc. Liar.rr ,y rN +r•,• *t� Gry "u> rC;��.f ,•r. 't.., "v, • ,
t] :. ; # 5 r ti('� t d d t r° `•Soliibf•RedBricl : rA, 1 F �41. 1,19 ti R 0"t1,:B
4'� ':Y� r�m 1� a...u;fL !?lt a Y Ltic�l"}: JY "ii:�'
� 1::.t.,...J
Hollow Block 5 5 10
�'F.i • Egami 4 } 4 :.:rw . L » � 1 ,,,_• ' � •J {' . C` tL•'y.J �'J '_: ^�.
f7 • lid.. - '.?0_44 UW»g=1 5 2:M4- a ' 4 - t•�,:.• 1 MU_.u.,v. -. 2'';T 4'.T'.J r:' rr•'
: .dr'16tft1l , Q.1@OA ENE[ l.ccuN.PO IEE< P4iff1prnL
Anchor Body
� . "Yrfv ! t l } }{ � {^fit#'• 7
Through Hardened A1511020 1 1040 Carbon Steel
I'•' " RMSINf + WF1 J r t ,`! "r'S {.:' ,., iSY.a %rY:.J_
`tit le S6J,:^!'tS :`��Yt:J'�:�rL',r.: ^ r , Y .Gkc:'�';'�L'•
a' =s , 1 ,
,1,. 1
The following Toad capacities are based on testing conducted according to
ASTM Standard E 488.
4i1g.t4i4'LtM Ck 11#7E 7.0: b Efef= ; Mf c M J a ^' igii= s:c: :4^ is:L - T4
t, "r`r• i"!' tt "`K' :,� •r •o : x•. I OUt • 1
: r , . , l "
1/4"
1"
920 1,030 1,550 2,090
1,650 2,440
Hr. ,,., . �1;, A� f � U t " �i�+,'� I 4 n rEi,r;,pur,.,..,trrL:..,, .. ,..nt7rifi-�. i.: t.�'
r �'> r d;ty„ •meat s „' 860.; v x2:56 ;=h'rk2.36 . a.2'a3Q,,,�. o..6!
r~. .ai ti ft,:�it,'c s.:NU:= ..., a.. I,.. �.Fu�, =� „�. ., �t# i., .t «L_,...x:.�.+✓.'��,L,.Lw.,: l::...J_...
x 1/4'"'• '2 " : 2,800 2,780 4,230 2,780 4,980 3,360
3" 4,940 3,080 5,880 3,080 6,480 3,66
L.+i:. i ':,,.,,'r '� {'"'r�,, .. a<iyi +i 5rrl •1' rY . 1
it'3 /8ir�;rit9i1V1'�'1'1• a SID • �2h�f: 40' n' w��3 'i600:i:�:lu�.'2'66Q° 87�0� "'� ",f ..�•:3,03FL:. >�; 7s3'dD';
M vw. wn. er3.. rr. uu: �i..: l., e�• r J ,rL�.x.�:.a. r.,r :, e...S.: n..aw+. .1 _ .,u,:'�. ":,.L.rJ.,:�.:
3/8" 2" 3,300 4,915 4,105 4,990 5,185 7,340
N� ,, �.: <•'`�•dPr:('�'.ly. , .lr�ro J �y.,.'' w ,� „• " " a.v_� :•,�: �, �. „ , : +yy;ia "��1+�•. 1. L
,+(�::p}`yy�yyPn:a ,2y1.!]i •s ...d'.460; S 1'• Q ,, •�.,t. ,,sg, , 11..,,110 r' �i:3 0. ,r A
4J]SI4a?.•n ttry' Yiu. L1. �... L" f,. �nf: 4��rL' 1'' aaAHW: u. �4+ J. �a. iLa�. h�rL. "u:,i���.M,•.S.JJ'.H�M:11� J�CY•JI(,t�.t'3'
3/8" 3" 6,180 6,275 7,970 6,275 9,890 7,475
•„„�tuJ �6�r''�u " •n.} ry ,' r 9�F7t1 �lFµ�•i.:ir rr.•r', "M,dr " *'K T�':C.".,7. >..�...�
tli , , . r +VIII I;y�iP} �' ^i 14: i !' ,7 :40�:' ::tT2j' dtl,I���� 9 )
, »s. ,- .:; ?IarLti�i'7.J>;i:,.,�, •- ra: Yr <tvat.,,:.t".•..o.•,..111i•�n, . `?•N'r :, .. 'r,r.•'nSt ? iin -:cr o,,;« r t,C *,..i.•,ti,.r:
1/2" 1 -3/4" 3,055 6,400 3,860 7,300 4,620 8,900
r . t i ..., t1 G ,., t • -:ry'.r -. & 1 'i' i:kr5 7 t: ; y*trr qr ;t
; 1 �_� 3 , 1 r; � (�., "S15trf.•, s ' , t '� v: >,. ! �,, I
V g ('} ,y,' ! r ". 11. t 1�r -{ 11' 3 { giau53Q1 3930 :42(� i. Rtu:, y�EO ' 02
4Ci�gc' 7#Y .L +tfk,i•t_ilw.•�1-.,,I , 1rSU 1 r ILYSC?1L�A, q,4Lb:! C9:.R ".. T:R..Jiav . uJi• C.L+ G'�:
1/2" 2 -•1/2" 4,770 7,420 6,165 8,075 7,075 9,130
ff"."iff2 z� ti p ¢ ' '3 " »_iVal�3 tikvier'70{lr•;l3• a :1' 8t730IT.r'"�,9'960:. i�9�Z6Q`
T.S �., .tvr4�1_,1iia.: s� " :S,rGI rla .:la,:.:,i'Uil,: E.ur'.: �t4.• .+. ra...�,SN r:1I'1'7..•tJ!. " ". La.�..r. r.:d,.
1/2" 3 -1/2" 6,765 8,650 11,110 9,430 11,890 9,430
1'Y n:o°•i�er #�{ � ry n +, l „" m' �. gi ,,".,v+ �, r. ... .,gr� n.c• t�� .�rr "' ^.n.,y.
i`��2 f rr�,�'L+ •y.j� '1 EEfi 62l l'r.�i,a,. a44'+.3.gilE s 61 ;111ii'I'7,,s4,580,ti� y 9 t 690
5/8" 2-1/2" 4,950 7,790 6,800 11,320 8.240 13,610
:`�.`' f ii3 " ' }1Gt�' : , u• 'J,• `i, t "•n ,��e��, � #�,+ 1 � k
Ctgi9.,: 1'' � "} r EiB n ;',, :7 a6, d" al .I ; 0 820i�-�1;d 3051
_� - ,�r�'�':a•r5 �.�lrts�'S�rt�)�i- ?.�,t.a.c 6i N, .. -:1 <:.il,... - ..f:ci: :si ..I.a . .. .. ,•�.'_'.C:..L� i
518" 3-1/2" 8.650 12,360 11,400 14,160 13,600 15.000
'�" . i y . . ^' a :� n.r,l 'y „' r ti % , ra„ 1 �•r'n:, t :�. , a.. i 1 'I��' < " •s•. r,�'i ".`.
I~`5i8tFId, /'i(���'� ttrit; 6;245 tiSiri 3'S��y4 i �3 &7 . �h5 i ;tt.l`5.iieaa': f 92t3�
u+.W.rJ:1.rfL „, ,..b 1 t41r _ O SD�,4i1.,:1. Y'Nu :.iCf l�. L�•�J S�i•,�' i.kL'v �LL.Y. 1.�lt.L� {tin ✓C. � •,DL+,v
5/8" 5" 13.440 16.480 18,220 17,750 20,850 17,750
r t' 1y Ir,+ WI +, 7 .,, w. r. . T +..p ".,.'.• ^'f
^?;,('i�d � ,t'Y /2; t7 g4:�C0.t.r.6Mg.V �4i00ar •s•,,,a:�8;,480'i,19i000+
ttv'.w4'i: Y.,,,•9..ris#�ZV. :a.;:li,•,., .., LL, �. 'L,.,..,�.:J`�kLrrv�w�..'i':•�: �wM4' "L.rwi L�,1�t',i. /.nJ:�l ;
3/4" 3" 5,880 12.270 9,085 15,500 11,390 18,770
„+'" 7':; •t ,,e�..y..n r✓,.,�. ti er « i.+� rr rv,..n •n,h. ( h r ' �
iNfil-":.`�is'':3:7 /2;{;�;.� fi�'5 uI , c 1 ; 257�Q: { 19,25 r' „a',`' AM'a
3/4" 4" 9,430 15,620 14,800 22.820 17,300 22,820
ir'rct > e i 7�, s5 t..y : a'2 SO`
,:3%!€, t _ ' ,, r 'j" sC„a 't1,B25r� i�! 8705.1: �b ZSOl l ISta 2�' 't
3/4" 6" 17.570 28,030 22,610 30.550 25,750 32,180
NOTE: The values fisted above are ultimate load capaddes in pounds which should be reduced by
a mi'timum safety f as of 4 or greater to determine the allowable working load,
CM Of
NUG 1
5
�� r V
be
factor of 4 or greater to determine the allowable working load.
The follo'Mng'tabies list the ultimate nr failure Inad for.theWedge -Bolt
anchor when installed in grout filled block or solid red brick. These values
should be used as a guide since the consistency of walls constructed from
these materials varies widely. Job site tests should be conducted to
determine site specific values.
NOTE Depending upon anchor application and governing building cede, ultimate lead capacities
should be reduced by a minimum safety (actor of 4 a greater w determine the allowable working
load. The design professional familiar with the actual product installation should be consulted. The
consistency of grout filled masonry varies greatly. The bad capacities listed above should be used as
gukle nees.only. lob site teehe ehry� be cm v
i U,rt e d to ,r Fun. rtalat al.r"ncioency.and art! al
anchor performance
•::s3•Ee "1 .,76 :0
..•1 11Ti1�A15 ,3.P!?>acAPAenfiS�R:aRDt1T: 11�:�q:�9aB10�>e =; � ;: -_ t
1 "
base materials should be reduced by a minimum safety factor of either 4 or greater to determine
Ultimate load values should be reduced by a minimum safety factor of 4 or greater to determine the albwable working load. All anchors were installed in holes drilled with 3/16" diameter (TAPPER) drill bits •
that have a tolerance range of 0.102" to 0.204". All anchors were installed using the TAPPER 1000 installation (Combo Kit) Tool • Catalog Number 2791, To avoid installation problems in den er
concrete base materials having compressive strengdu.over 2,000 psi, select an anchor.length that results in an embedment depth that does not exceed 1.3/4 ".
the aliowabb working load. The design professional familiar with the adua/ product Installation
should be consulted. All anchors were installed in holes drilled with 3/16" dameter(TAPPER) drill
bins Char have a tolerance range of 0,202' to.0.204" Ail.anchtxs were instated using the TAPPER
1000 Installation (Combo Kit) Tool - Catalog Number 2791. Since the consistency of masonry base
materiab varies greatly, the load capacities shown should be used as guide, "Jnes only. lob ste tests
should be.conductedto determine installation success rate and actual load capacities.
2,280
4,800
6,580
2,200
1s1:9?;i.;
1,480
7.060
12,340
NO.TE: Depending upon anchor application and governing building code urtimate'ioad capacities
should be reduced by a minimum safety factor of 4 or greater to determine the allowable working
load. The design professional familiar with the actual product installation should be consulted.
Please refer to the general section emitted Evaluation of Test Oata that appears earlier in this manual
for current industry standards. The conssstency of solid red brick varies greatly. The load capacities
listed above Mould be used as guidelines only lob site tests should be conducted to verify base
material'considency and actual anchor performance,
c` .trlliMREiLDAD CAi'llCiif' FOf1501,10_RED BRfCC w
770 1,310
1.450 1.310
1 ,140 1,840
UUti Eland ciiri mES•FaasFi�iiitin:..t�tsove t ocit = =; . t= = -=: =" ^ 4
ozgswol
vkli•+.G A: •5'•1rY ': 4 4 ':L.i. +.If.ir r '
3/16" 1.1/4" 1.160 1,475
.NOTE, Depending upon anchor applcation and goveming budding
tti a ttagla wor!•ring -b d The design professional.famiiiaf.wkh rile. actual product imaltadon
should be consulted. All anchors were installed in holes drilled with 3/15" dameter (TAPPER) drill
bits that have a tolerance range of 0.202" to 0.204 "• All.anchors were installed using the TAPPER
WOO r yW rw to " a uai Tool • Ccta:c9 Nw7 ur 2791 with ...c c"' t:,n of thW ihrialed in
'Honda" Hollow Block, Archers used in extremely soft base materials should be manuallyrtstalled
with a hand held socket or screwdriver, Since the consstency of masonry Lase materials varies
gre.ali}r Ulu ioad i:apa .itici L`Ivwn should to tacircici yuivafYt3 ielip. Jt D i is info should be
conducted to determine installaton success rate and actual load capacities.
u
• '.;M: `4, #r+f. air" at "oc rrcI ; v,# ref :..car i•i ,- r�a,, at'r u, �,i31C 2 ,'.Y rr .-
DOOR STYLES
Shown with Optional
Frame and Hardware
Me •' iInEAGo 'riot th Pla gW apprt
• - •.. r , u omissions and approval of
.,' . :Hover tq Dooi"
HINGE AND tOCKSET L0lSA710N
• t ' - When cliooSig a door &r f
. Door,
Ht.
6'8" 7 37
7'0" 9 39
For frame dimensions; add 1 /e"
to all measurements.
DOOR HANDING (TOPVfEIM
LEFT Inside RIGHT
HAND HAND
DOOR' DOOR
II I
Outside
and Frames
These metal doors and frames are high quality,
energy - saving choices for new construction, or as re-
placements for your old doors. Doors and frames are
sold separately. Single Doors are fire rated by two
popular testing companies - Warnock- Hersey and UL.
Double doors are not rated.
Doors -Are 13/4" thick, reversible for left- and right -
hand use, and have a U- factor of .23. The lower the
U- factor, the better the insulating properties. They have
i prime paint finish, solid polystyrene core, flush top, and
nverted bottom channel. Reinforced at the top (for
closer), bottom, and hinge side of door. Except for uni-
versal doors (on opposite page), all are prepared to ac-
cept three .134" thick, 4 "x 4 " standard hinges and a
cylindrical lockset with 2 backset. Please see illustra-
tion above for exact hinge and lockset locations.
Fi rs,Rate
;•ggse r(d i:t1iesize of
• the door opening and the it a Hnd Iddkset location: When buying a
frame,'aido note' whether the door is right or left hand.
9B /�e,, Hinge location Is measured from the top of the door to the top
3
3 / of the hinge; lockset location is measured from the top of the door
to the centerline of the lockset. All doors are prepared for hinges
and locksets as shown irj the diagram except universal replace-
ment doors, which are not prepared for hinges or locksets. These
unpreppared doors, are.aniexcellent option If your hardware con -
figuNatrons don't match those of prepared doors.
Door Handing -To determine the handing of a door, stand on
the side of the door where the door swings away from you -the
push side. If it opens to the right, it's a right -hand door; if it opens
to the left it's a left -hand door. .
AfseAvanabre: Custom hinge preparations and additional door
sizes: For UL- labeled doors, please ask for 16195A999; for
Warnock - Hersey fabled doors please ask. for: 14435A999. Also
specify all required dimensions.
Doors do not include glass, hinges, or lockset. For door
hardware, please see 1899A and 10275A on page 2423;
for glass, see page 2954.
"A" label doors have a 3 hour fire protection rating,
"B" label doors have a 1 hour rating, and "C" label
doors have a 3 /4 hour rating.
Frames -Made of cold - rolled steel and prepared for
three .134" thick, 4 "x4 standard hinges, a 4
strike, and either right- or left -hand doors. (Please see Il-
lustration for hinge placement.) They have a 2" face and
fit 4W thick drywall or 43/4" thick masonry walls. Locked
miter joints provide extra strength and a finished appear-
ance. Furnished with anchors. Shipped unassembled.
Masonry frames have a 53/4" overall jamb width.
Drywall frames have a 5 overall jamb width.
UL=L'abeled;Doors and FratU',gY OF T
Door Opening A��V 9 2 7 OO FL SH DOORS
ac
h
Wdx Ht 1
18 -Gauge Doors/16 -Gauge Frames
7 1 {41,i1.+,.t ' .t $ $ $
' 16195A32.... 16195A29....
3'0x'0 93.66
Warnock- Hersey'Labeled Doors •
Door "A" Label uB" Label "C" Label
Opening Full Flush Doors Glass -Lite Doors Half -Glass Doors
Wd.x Ht. Each Glass Size ♦ Each Glass Size ♦ Each
MASONRY DOOR FRAMES
Left Hand Right Hand
Each Each
2'6 "x6'8" 14435A15..$239.25 103/4"x 103/4" 14435A13..$286.50 16 "x29 14435A14..$314.57
2'6"x 7'0" 14435A73.. 247.50 103/4"x 10 14435A71.. 294.75 163/4"x 33 14435A72.. 324.75
2'8 "x6'8" 14435A26.. 241.50 10 "x10 /4" 14435A11.. 289.50 18 "x29 14435A21.. 317.25
2'8 "x7'0" 144.35A27.. 249.75 10 "x10 /4" 14435Al2.. 297.75 18 "x33 14435A22.. 325.31
3'0"x 6'8" 14435A28.. 236.25 103/4"x 10 14435A16.. 282.00 223/4"x 293/4" 14435A23.. 309.00
3'0 "x7'0" 14435A29.. 243.75 10 "x10 14435A17.. 290.25 22 "x33 14435A24.. 319.50
16 -Gauge Doors
2'8 "x6'8" 14435A43.. 275:25 10 /4 "x10 14435A31.. 322.50 18 "x29 14435A37.. 349.50
2'8 "x7'0" 14435A44.. 283.50 103/4"x 103/4" 14435A32.. 330.75 18 "x33 14435A38.. 358.50
3'0 "x 6'8" 14435A45.. 275.25 10 "x 10 14435A33.. 320.25 22 "x 29 14435A39.. 347.25
3'0"x 7.0" 14435A46.. 281.25 10 /4" x 103/4" 14435A34.. 321.00 22 x 333/4" 14435A41.. 358.50
• Glass is not furnished. Please see series 8481K on page 2954 for glass. Note: The dimensions listed are the actual
glass size required. The exposed glass size is slightly smaller.
Warnock.HerseyEmb .-..-....
Door MASONRY DOOR FRAMES DRYWALL DOOR FRAMES
Opening Lett Hand Right Hand Left Hand Right Hand
Wd. x Ht. Each Each
16 -Gauge Frames
2'6 "x6'8" 14435A75 14435A74 $86.94 14435A77 14435A76........$92.6
2'6 "x7'0" 14435A79 14435A78 88.62 14435A82 14435A81 95.34
2'8 "x6'8" 14435A55 14435A51 86.94 14435A65 14435A61 92.82
2'8 "x 7'0" 14435A56 14435A52 88.62 14435A66 14435A62 95.34
3'0 "x6'8" 1 14435A57 14435A53 86.94 14435A67 14435A63 92.82
3'0 "x7'0" 14435A58 14435A54 88.62 14435A68 14435A64 95.34
Nonlabeled Double Doors and Frames (Not Fire Rated)
FULL FLUSH DOOR FRAMES
Door Opening DOORS Masonry Drywall
Wd_xHt. Per Pair Each Eact
18 -Gauge Doors/16 -Gauge Frames
5'0"x 5'0x6'6" 15035A27.. $483.72 15035A33 ... $99.75 15035A41..$105.
5'0 "x 7'0" 15035A28.. 499.66 15035A34....101.37 15035A42.. 105.96
6'0"x 6'0"x6'8" 15035A29.. 476.70 15035A35....103.79 15035A43.. 107.02
6'0 "x 7'0" o..15035A31.. 492.41 15035A36....105.40 015035A44.. 108,63
McMASTER -CARR
For information about exit devices and trim, see page 2448.
S.
�s
?Stainless Steel Touch -Bar Exit Devices and Trim
e { n du convenience. All internal and external exit device parts are T exit stainless t el. Thumb
`jece, dummy handle, and night latch trim are aluminum. Lever handle trim Is steel with a dull
chJome finish. Ball knob trim is stainless steel with a dull finish. Ail devices and trim are designed
' ,! estandard duty use on doors 1 thick, and up to 7 feet high. Reversible for right- and left-hand
- 1 1tidars. Built -in "dogging device keeps door in unlocked position for frequent daily use. Minimum
y`rstlle.width is 3 . Latch bolt has 3 /4" throw. Deadlocking latch bolt has 5 /e" throw. Mounting screws,
j uttace, mount roller strike, and instructions are included. All trim pieces (except dummy handle)
fare furnished with a Schlage C keyway brass cylinder with chrome finish handle and ball
:L, -knob, are entrance function trim that may be used with any rim exit devices. UL listed. For double
: !,"doors, order two of each exit device. If mullion is required, order 8080A611, listed In the presen-
,jetion below.
'' .Note: Exit devices and trim are not Interchangeable with other exit devices and trim shown on
e+ a' e 2448 and this page.
e.
P 9
Rlfri Exit Devices
orpoors 30" to 36" Wide (can be cut to fit a minimum 26" wide door) 13755A51 $139.31
ar.Doors 37" to 48" Wide (can be cut to fit a minimum 26" wide door) 13755A61 151.38
: Wiii (For Rim Exit Devices Only)
�fiumb Piece 13755A59 60.78
Gummy Handle 13755A58 8.33
'Olt Latch 13755A71 15.
ever Handle 13755A57 54.3 1
9a Knob 13755A56 26.21
3`l
'Crossbar Exit Devices and Trim
:. '-
f (: Standard Duty
Rim Crossbar
, Dpvlces respond to slight hand pressure on the crossbar to allow
itl stant exit from buildings. All are designed to fit 1 thick, 7 -ft. high
hdiiors, and adjust to fit doors up to 4 - ft. wide. Devices are reversible
? fofilght- and left -hand doors, except where noted. Each has a built -in
Oa B ing device that keeps the door in unlocked position for frequent
daily use. Crossbar is 1" OD tubing that can be cut to fit narrower
Akers. Crossbars with dark bronze finish are made of brass. Cross -
bit, with dull chrome and stainless steel finishes are made of stain -
t' itch
Mounting hardware, strike, and instructions are included.
etch bolt throw Is 3 /4 ". Mortise -style latch bolts are deadlocking. All
r F +.r
git.devIces and trim are surface - mountable, except mortise style,
ri ch features a latch mechanism that mounts entirely inside door.
all trim pieces (except dummy handle) are furnished with a Schlage
Ojieyway cylinder.
or double doors, order two of each exit device. If a mullion is re-
q.ifed between the doors, order separately at right.
Trim for vertical -rod and mortise style exit devices,
9 Fire- Labeled" hardware for fire - labeled doors. Please ask for
1,8A999 for standard duty or 8044A999 for heavy duty and provide
'Omplete description of your requirements.
STANDARD DUTY DEVICES - Quality devices at economical
paces. Case and strike are stamped steel. Minimum door stile width
t�_ ". Minimum stile width for vertical rod is 2 wide with 3 /4" throw.
MtktOCk and hinge stile cases are 81" Ht, x 2 Wd. with 5" projection.
t o'uhting holes are concealed.
of EAVY DUTY DEVICES - Top - quality, engineered and manufac-
1 1red,for long, trouble -free service. Case and strike are forged steel.
rough -bolt mounting holes allow easy installation. Minimum door
to width is 4W. Minimum stile width for vertical rod Is 2 with a /er'
441i4. Lock stile case is 8 Ht. x 2 Wd. with 15 /1e" projection.
inge stile case is 6" Ht.x 1 Wd. with 15 he' projection.
To Order: For standard duty exit devices, please specify dark
ohze, dull chrome, or stainless steel finish. For standard duty trim,
1 if y dark bronze or dull chrome finish (dull chrome trim has a stain-
Also Available:
MASTER•CARR
Heavy Duty
Rim Crossbar
Heavy Duty Mortise
Crossbar
Finish /Material
To Order:
Each
Thumb
Piece
Style A
Night
Latch
Lever Handle
Thumb
Piece
Style B
Dummy
Handle
Ball Knob
Ball
Knob
fess steel cover plate)}. For heavy duty exit devices and trim, specify
dark bronze or dull chrome finish.
Prices shown are for dark bronze finish ... other finishes may be up
to 20% higher.
Note: Standard and heavy duty exit devices and trim are not inter-
changeable. Also not interchangeable with other exit devices and trim
shown on page 2448 and this page.
Standard Duty Heavy Duty
Each• Each•
Exit Devices for Doors Up to 48" Wide
Rim ' 1318A111..$266.15
Vertical Rod ' 1318A117.. 383.88
Mortise 1318A119.. 370.78
Trim (For Rim Exit Devices Only)
Thumb Piece -Style A 1318A112.. 63.71
Thumb Piece -Style B 1318A113.. 91.57
Dummy Handle
Night Latch 1318A115.. 81.32
Lever Handle 1318A116* 108.62
Ball Knob 1318Al21.. 98.45 8044A69.... 156.86
* Please specify right- or left -hand (right -hand style shown above).
MULLION - Illustrated on page 2448. This 7 -ft. steel post provides
single -door performance and security on double doors. Remove it to
let large equipment pass through. Includes top and bottom fittings
and brackets. Drilled and tapped to accept strikes included with exit
devices. Please specify aluminum or dark brown finish.
8060A611 Each $167.14
KEYED RETROFIT KIT FOR MULUONS - Illustrated on page 2448.
Makes removal of mullion faster. Simply unlock the mortise cylinder (not
included; see page 2450). Unit self -locks without the key when rein-
stalled. Works with mullion above and most existing nonfire -rated steel
mullions. Includes top bracket fixture, hardware, and instructions.
10345A82 Each $138.21
paddle -Style Exit Devices
Quick, trouble -free exits -your door unlatches when no separate trim and no internal locking mechanism. Case is 8
epaddle Is pushed down. Built -in dogging device al- Ht. x 2 Wd. x 5" Dp. Minimum stile width is 41/2". Latch bolt has a 3 /4"
!You to keep the door in an unlocked position for throw. Strike Is included. For outside key control, please see rim cyl-
jient daily use. Devices are surface - mountable and inder series 1385A on page 2450.
alj on doors with direct access to the outside where
dQs do not require a cross bar. They're reversible for
and left -hand mounting. Devices have a cast aiu- Dull Bronze
En housing and are for exit use only. Latches have Stainless Steel
Each
1290A31 ....$219.62
1290A32.... 262.44
8044A58....$392.79
8044A66.... 571.50
8044A68* 564.43
8044A62.... 127.29
8044A63.... 75.86
8044A64.... 103.50
8044A65* 257.14
2449
' t Ili
f
b 09 :28 FAX ROSE BRAND
We, the undersigned, being duly sworn, depose and say that we are in business at 75 Ninth Avenue, New
York City, New York, with offices also at 10856 Vanowen Street, North Hollywood, California.
The material described below has been certified to us by the manufacturer as having been treated with a
fire retardant chemical approved by the Board of Standards and Appeals of the City of New York under Calendar
Number 9 -71 -$M
This flame retardancy is certified for a one -year period or until 3 dry cleanings or non -water washing
processes In accordance with the Rule 6.1 of the Rules of the Board of Standards and Appeals for Tests Fire
Resistive Materials and Section C19 -161.0 of the Administrative Code of the city of New York and the New York
City Fire Department's F.P Directive 1 -78 (revised 12/25/82).
Rose Brand recommends annually retesting.
Purchaser's Name: Rainier Industries
Rose Brand Order #: 856820 Dated: 06/09/2003
Material TJsed: 450 yards of 60" wide, 100% cotton 10oz Port Canvas
75 Ninth Aven e
New York, NY 10011
800.223.1624 .
212.242.7654
212 - 242.7565 Fax
3 .aoc
ROSE BRAND
1
FILE COPY
CERTIFICATE OF FLAME RETARPANCY
for R. e Brand Textile Fabrics
Stephen G Austin • ,,0
INCOMPLETE
Theatrical Fabrics, Fabrication & Supplies
www,rosebrand.com Infoarosebrand.com
7 .:-
AIisR.i L
City of New York
County ofNew York
State of New York
CITY OF TUKW L
APPROVED
pU G 15 20B3
dJ
002
10856 Vanowen Street
No. Hollywood, CA 91605
B00.360.5056
818.505.6290
Fax 818.505 -6293
. A474 1 VWfkti' .Via M S C i6V
l illirn
-03 01:26P IveN Imaging
•
*0 The
1 o Organization, ! �.
LLC
206- -467 6297 P.03
R 4 P H 'L alPwrqu T3
Pale
Received: 06/04/99
I Comp let : 0G/09/99f Letter; W P.O.:
I I �,;• ' ITest Rep IV: • Z - ?4�c18 -
Client's
Irleutific;ztion
°Solvotex Artist r.50/310, 100% Falvester. •
Testers k'or: Don Deacgn • Ivey Test: NFPA 7U1 - 9b T(# ( 125
Nesche;i .Kccutech
1667 Knecht Ave S J • Tel: 1 - (732) - `938 - 114 Ext: '
Baltimore, MD 2'11 f
-
F;Ls: 1- (732) -938-9087 ' . /
TEST PERFORMED: MFPA 70
(Not Exceeding 700 g/m
PRODUCT CONFIGURATION:
TESTED: (x} Initially;
RESULTS: Artie
Specimen 0 (3e
1
2
3
4 .
5
6
7
8
10
STATL8TICA1 VALUES: 50 =
ASBREVFATIONS USED: 5D
A,pPROXIMA E WEIGHT OF M7A7E
FAILURE CRITERIA:
.fter41ame 'Flaming Drip
(rd) . Mean
F,Xceads
(+ Afterflame is required
it is act fectoted
RETEST PRo•JCSTON; Wnert
re
plus thsne standard devltions,
CONCLUSION: Based cm the
3 ) ?aa:,as; ('. ] FaLlz;
1�
S Me of. Fire t:es:n for Flame Resistant Tes..tiies and Films
1996 ird =•lien - Test Method #!:1 .
xi Single Layer: ( 1 Multi Layer
( ) After 3 dry cleanings; ( ] After 5 1 un.derings E 16C °F
flame+ Flaming flip Weight Loss
ond3) (seconds} (percent)
0 0 . 3.0
0 a 1.2
0 0 4.8
0 . 7.6
0 0 2.9 '
0 0 5.9 ..
0 ` 0 2.3
o 0 6.0
0
APPROVED
0 a 1 1.8 cAn of IMO Mean: 0 Mean: 4.6
p,u6 1 ' 1191
2. 8 3 SD 8.5 itean •3- 3 SD = 13.0 �.yt }�'C,
.. standard deviation. . �-���AA
gk
(a5 measured by Govmer!:) : 277 g /m •
•
(aeconde.) ' Weight: Lass (percent)
Mean - • individual Spedimer. • •
2.0 Exceecia 4011 Exceeds Mean + 3 SD
to be recorded; however, •
into the Failure Criteria.)
the peXcen.t weight 1oas 0! arty inndiv_dual specimen a:tceeds the meal_ value
the teat =hall to repeated once CM =Other sample of 1 apadl. fens .
above Reaulcs and reilure criteria, the item tested:
( ) Te_t_ :g of 10 .adds cional specimens is required
(continued on page a) '
•
l illirn
-03 01:26P IveN Imaging
•
*0 The
1 o Organization, ! �.
LLC
206- -467 6297 P.03
R 4 P H 'L alPwrqu T3
Pale
Ju -U -U.3 UJ.:27P Tvev, Imaging LLC
Received: 06/04•/99
Identification I� "Soivote'c Artist 2:50 /310, 100% Polyester.
Tested For: Don Deacon
Neschea Accutech
1667 Knecht Ave Stq 3
Baltimore, MI 212 7
CONVERSION ZACTOR:
g /m' 29.35 x .835 = o:1/yd'
NOTE:
1. A.12 specimens prepared
2. see addendum for indi.v_-
None.
The
GOvinark
mot Organization, Iris.
CERTZx ICR.TION:
I certif=y that th a above
procedures rid egUipment
Completer; 06/09/991 Letter: W
AUTHOR I Z D I S Z GNR.TURE
THE GOVMARK ORGANIZATION,
jd
it the length direction.
dual specimen weights.
sults were chtained after testing specimens in emcsrdanc.n with, the
ec fied by NFPA 701 1996 F:di_i•=o. Test #1.
O
NC.
r
P.O. #:
206 467 6297
I Test Report #:
Key Test: NFPA 701, -96 T3vtr! 1
Page 2
Tei: 1- (732 )-938 -4114 Eat:
Fax: 14732)-938-9083
mcl 20
°4■14
2- 24418 -0-
12
U0
Nc
W =
N LL
W 0
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N
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Client name : NESCci ' ALLUTsCS:
Addendum to Test Re • rt # 2- 36098 -0-
Test : NFPA 701
Specimen
'Before Wt After Percent Flt
st ( S ) Test ( g ) Loss
1 15.90
2 15.70
3 15.50
4 15.20
5 15 ..40
6 15.40
7 15.40
8 15.30
9 1E, 00
10 15.60
Mean
,andard. Deviation : 4.5
Standard Dev?,ati•n 13:4
Mean f 3 x Standard'ieviation ; 37.1
11.00
12.60
11,'10
12.40
12.70
11..2q
11,80
12.10
12.0.0
11.60
20P4.67 6297 P.05
30..8
19.7
22.4
18.4
17.5
27.3
7 3.4
20.9
25.0
25.6
• 23.7
CArf Of 10
APPOED
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ks Hi 1 L�J
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ENGINEERING
Permit Application: D03-222
THE MUSEUM OF FLIGHT
FILE COPY
RECEIVED
CITY OF TUKWILA
AUG 12 2003
PERMIT CENTER
INCOMPLETE
LTR#
Dab wzg2.
• - , .... • •
•
I understand that the Plan Check approvals are
subject to errors and omissions and approval of
plans does na edtimiz he !ieitign of any
ndopt,:r, cod .Y
cop ;
n
Specifications: 1996 Chanute - Herring Glider Reproduction
Span: • 16 ft. (4.8 m)
Length: 12 ft. 4 in. (3,7 m)
Wing Area: 154 sq. ft. (13.9 sq. m)
Weight, without pilot: 54 lbs. (24.3 kg)
Weight, with }wt-r bs'• (144.9
_,5 \ .
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S '1
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AUG 12 2003
-- INCOMPLETE
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How To Build An 1897 Chanute - Herring Glider Replica
CM OF TIW,Vi4J..A
M)P1 OYEO
AUG 15..
AS P40 I CJ
•
•
•
•
•
�uSE�"'`
By Paul Dees Cwt`( -4 - �-LIGtf ,
Copyright 1997, All Rights Reserve:
1902 Wright Glider
Specifications:
Span:
Length:
Height:
Wing Area:
Weight:
• We \C\ \rrr
.2 .0s= ' lk5" 159
10 170 W4 4 "" STIP% Q
17 Z 1 V d Os FO I NT 1_01fracp
H --c .
g rr (No__
32 ft. 1 in. (9.6 m)
16 ft. 4 in. (4.9 m)
5 ft. 3.5 in. (1.6 m)
320 sq. ft. (28.8 sq. m)
1161bs. (52.2 kg)
\bs
1
•
'L STr, 4A, P-st) C:Cit
I
..t.A.)19Jcc
. ,krk 45g,
ALM A-4),LtD
i4
1 k
6. Au,,.) , 4-1-r-pciA, i.,vgLis
g rfEr t.1. rni j r —r c .1 k 1 .. k et..4- : .: ,
Pito .5,,P-,I.N..-.4-.) co??1:::_it
`,. „ • "."
. , •
APPROYED
NUG 152t3
Z
W .
ce J U
00
CO 0
W=
F--
W O
=
�.W
Z =
H
O
Z
• W
U �
O -
WW
-O
z
W
=
OH
Z
,",:.1' • •
, .
ereilaed,to attah fthtngs t ci1an anci wre rope rg Captive Se!f kocking Screw PIns-Secure lfke self locking
They consist of a bodY; called pine with.en.added feature. :A slight edge on the tip of.the:..:.
pin prevents separation from the•shackle.to.eliminatailost pins
SafatY.i.Pins.HThe most .secure .cho lc a' for oV erh ea d iftlng
'Anchor-Large bow is ideal for bolt nut and cotter (Bi■IC); safety pine consist:
D known as chaln shackles-A Flat,;LelOrgatedi' boW..re a round Oirf.SeCUrecl nut•and ;dotter.pin.:.Use ir s'erpt,
Iri of the rtgglng inesreduclng .Wear on the permanent Installatlons
sifitOtle. T.W1Sted D-shackles;haVe.a spiral:design to :permit Round Plps-Aiso.knowh-as loose pins. The pin .end.ls;se
JactzAiti;;beitiriented.0°.•.to the .Olarie.lh.;.Sithich they:,,are for semipermanent' instauatloris
LOhi.; have. an • extended body to increase the Warnings . • •
reach of l
,.:: am ;recommended •for.••use:
Web Clesignelth kisil adaOmmodate,... • in overhead
flat ebbing. . „...: .....8To,inaintain.shackle Integrity ,. never substitute pi and.boli•I'.!
Types of Pin ,COnneCtionS::%, • DO!:not or Impact lbad:: • : '•
'•I • Screw Pins-:-Pine are easY.to rerno withdUtthe 'Use of tOorg:. , • :•Inspect shackles before Lisle for wear, deformation, and
liEleal for appilcatiOna whera.shackle frequently rernoved:JN
.' f& usb.iftheeIIIbe iii6vamerit Vibratiori of Do not sidelded: Work lbad [Milts are based on !bads appl,10
Self shackle: has• Indentations directtehsion to a straight length . of chain .or wire rope•.•,:
Jock the pin in place at'itia'tightentid. StayS:lOCked;•aven:oen..;:iAdding :more: :Onw!Cionneatlori Work.!:
there Is movement or vibration Of;the pin. • ,•• • • "•• • ' • ' load ' " • •
.!•-. • " •
A
T
- ■161 - 0 -
-1131-*
Galvanized Alloy 5/Q9/-ideal for marine and heavy construction
applications. Bodies and pins are high-strength alloy steel with a gal-
vanized finish. Meet Fed. Spec. RR
Galvanized Steel-Heat-treated, tempered steel shackles have a
With
Screw Pin
1078
With
Safety Pin
Screw Pins
With
Round Pin
•' • " '•••
s
Safety Pins
With captive
Self-Locking
Screw Pill
. ,
• ;.•:,••• •
s
-1131-
galvanized finish and alloy steel pins. Meet Fed. Spec. RR-C-271D
and ASTM A153.
TY of -e
Type 316 Stainless Steel-Excellent for chemical TW
, marineOL otif r
corrosive environments.
Round Pins APPROVE!
Work
Stock Load Each Each Each
Dia. Pkg. Limit, Bkn. Full Bkn. Full E3knA ", 1 AFull 5
s A B C Qty. lbs. Pkg. Pkg. Pkg. Pkg. Pkg.t"Au 'Pkg.
Galvanized Alloy Steel-Forged
3/e 23/427 1/l 1 10 4,000 3663T51 $4,26 $3.76 A,'Sj-lf,) ; i-..
1 /2" 1 3 /1 e" /? 13/4 10 6,600 ' 3663T42 6.36 5.61 8966T51 $14.75 512.94 32345T21 ...$7.75 $6.95
5 /8 " 1 lAir 3/4" 2 10 10,000 3663T43 9.03 7.99 8966T52 20.75 18.41 32345/22_11,35„--10.17----••-,•-•.,7
3/4" 11/4" 7 /8" 21 3 /i& ' 5 14,000 3663T44 12.53 11.14 8966T53 31.37 27.52 32345123...1E02V rtig4r-" ?",•'::` r'5I's
7 /s" 1 1" 3 5 19,000 3663T45 15.88 14.95 8986154 33,00 29.91 32345124...21 '
1" 111/ 1 W. .. 3 " 5 25,000 3663T46 23.43 20.67 8966T55 44.02 39.96 32345125...28.27 25.34
11/4" 21.62- we. 411/16" 5.. .. 36,000 3663T47 48.53 42.82 8966176 66.72 61.00 32345128_58.56 52.50
1 23/4. 1 5 5 50,000 3663148 s ...91.25 80.52 8966157*...115.58 105.67
1 2 2" 7" 5 68,000 3663152+ 155.04 136.80 8966112e...195.75 174.99
2" 3 2 " 7 5 86,000 3663149$ 215.77 190.38 8966114A...271.17 242.84
Galvanized Steel-Forged
3 /1e" 3 /0" 1 /4" 7 /e" 25 660 35581•44 2.54 2.29 3555145 .. 4.63 4.27
1 /4• lake vie" 1 25 1,000 3558T45 2.68 2.39 3555746 4.77 4.40 3559T44 2.69 2.27
3 /16" 17 82" We 1 25 1,500 3558T46 3.56 3.02 3555T47 6.56 6.06 3559T45 3.54 3.07
Ws" 31 /32" 7 /1a". ..1 a" ....... 25 2,000 3558T47 3.57 3.17 3555T48 6.73 6.21 3559146 .... 3.77 3.25
7 /16" 3 /4 " W 111/a e" 25 3,000 3558/48.. 4.28 3.71 3555149.. 7.60 7.02 3559T47 3.91 3.53
1 /2" 13/ 3 /8" 1 25 4,000 3558T49 4.84 4.31 3555T51 10.10 8.67 3559T48 5.49 • 4.71
3 /s" 1,A.- 3 /4 " 2 25 6,500 3558T51 7.73 6.54 3555T52 13.57 11.54 3559749 9.69 8.40
ve 1 '/4 7 /8" 2 .... 10 9,500 3558T52 10.49 9.01 3555T53 19.62 16.42 3559T51 13.17 11.29
7 /3 " 1 7 /1 e 1" 3/i" 10 13,000 35581'53 14.48 12.48 3555754 29.50 24.91 3559T52 20.23 17.53
1" 1 1/ i 1 33/4" 10 17,000 3558154 19.59 16.93 3555T55 36.84 31.11 3559T53 25,69 22.48
1 11/ 11/e 4'/a 10 1 9,00 0 3558T55 34.48 29.34 3555T56 44.61 37.17 3559154 ..... 30.11 25.27
11/4• 2 1 4"/1e" 10 24,000 3558T56 45.12 38.67 3555157.. 55.87 47,50 3559T55 49.54 42.71
1 3/4" 21/4" 11/2" 5 10 27,000 3558T57 49.98 43.95 3555178 74.98 64.27 3559196 ..... 64.10 54.78
11/2" 23/4" 1 5 5 34,000 3558158 .. 89.19 75.81 3555T59 85.33 76.44 3559T57 78.98 67.49
13/4" 21/4" .2" 7" 5 50,000. ..3558159 ..... 144.95 123.08 3555T61 138.21 123.81 3559T58 111.79 98.73
2" 3 21/4" 73/4" 5 70,000 3558T61 159.28 141.58 3555T62 180.37 161.58 3559T59 162.54 140.13
Type 316 Stainless Steel-Forged
1/4" 1 /" 5 /1 a" l'/a" 10 450 3583734 .. 17.19 15.06 3860T51 30.52 26,94 3859T34 20.97 18.23
3 /1e" 17 /32" 3 /e" 1¼" 10 650 3583T36 19.09 17.09 3860T52 32.95 29.09 3859T35 23.09 20,03
3 /0" 2 1/42" 7 /1e 1 10 1,000 3583138.. 20.58 18.43 3860T53 37.39 32.95 3859T36 26.20 22.68
7 lie" 23 /32 " 1/2 13/4" 10 1,375 3583153' 29.22 25.84 38601'64.. 40,31 37.31 3859T57 29.92 27,70
1 /2" 13 /1e 3 /e" 1 3 /1 a' 10 2,000 3563T39 30.55 27.16 3860T55 47.28 41.80 3859T38 36.24 30.86
3 /s" 11/4e" 3 /‘" Me' 5 3,000 3583761 52.87 47.78 3860/66.. 81.29
70.66
.34g 48.04
3/4" 11/4 W " 2 0" 5 4,500 3583T43 72.87 65.71 3860T57 103.72 22ST-17 SS: _
Ye" 1 a" 1"
3I/4" 5
5 6,000 3583145 .. 89.92 83.00 3860T58 136.97 119.00
1 .
S2SST`g .. N 18S:7
1" 11/ 13/4" 3 " 0
7,950 3583T47 103.40 94.42 3860T59 181.18 157,51 _
f Does not meet Fed. Spec. RR-C-2710. * Work load limit Is 60,000 lbs. • Work load limit Is 80,000 lbs. A Work load Limit Is 100,000 lbs.
P.0.0. PRI
Work Work
Stock Load Each Stock Load Each
Dia. Pkg. Limit, Bkn. Full Dia. . Pkg. Limit, Bkn. FIAI
5 A B C Qty. lbs. Pkg. Pkg. 3 A Ei C Qty. lbs. Pkg. Pkg.
Type 316 Stainless Steel-Cast Type 305 Cu Stainless Steel-Forged
vie.. 3 /1 a" 7 /e". .1 0 • 530. 35355113. _53.10 $2.71 6 /32" 5 /1' 3 /1 a". ' 1 /1 8" 10 550..3797741 58.00
1/4"..:. W.... 1/4".....1W....10 ...... .. 750....35355114 3.55 3.10 3 /le".. 1 3/42"... 1 /4" 23/42' 10 827..3797T42 9.47
vie.. 3/4".... 5 /1a" .,.1 1/2"....1 0 ..... ... 1,320.... 35355T1 5 4,55 3.98 'A" 13 /22...3/42 11/4 a' 10 1,157..3797743 12.47
3/4". 3 /4". We 13/4". .10 1700..,.36355T16 6.74 5.90 3 /le" We" 11 /32"...1 13 /32" 10 2,040 3797T44 18.47
1/2"....1 17 /32"..2 3 /16"..10 3,500....35355T19 13.21 11.56 13/42" 23/4i• _Yid" 1 e" 10 2,866..3797T45 28.58
1" 2" 1" 4 "....10 ..... -10,000 35355111...104.14 91,13
$6.88
8.14
10.72
15.88
28.44
Warniss" Neverexceed raft Icrattrimitz,
Galvanized Si
iktieekt A
, 7 Gab.
+.181-• Ste(
Sere
Galvanized Steel-Shac
Stainless Steei-An ext
stainless steel Is more
...P.4N4kqz..0.!;§0
Stock
Dia.
A
1/4 " 1 5 /2 e 5 A a" ..
5 /1 7 /32" 3 /8"
3/4" 21 /32" vie..
7/ 3/4' 1/2"
1/2"
5 /e" 1 1 /1 e" 3/4"
3/4" 1 7 /a"
7 /e" 1/i6" 1"
a" 1"
3/4
1" 111/i& 1 1/4"
1¼" 1 3 /1 e" 1 1/4"
1 1/4" 21/22"
13/4" . 21/4" 11/2"
11/2" 2
1 21/4" 2"
2"
Stock
Dia.
S A
, 7 /1 s" 3 /10"
3 /1e" V2 . ...... 3 /e"
3 /" 5 /e"
1 /2" 3 /1e" 5 /e"
5 /o" 11/1e" 3/4",
3/ 1 ..... .
7 /o" 11/2" ...... 1"
1" 1 3/4" ..... . 1 1/4%
Stock
Dia.
S A BC
3 /1e" 7 /, e". . .. 11/2" ..
'/4" ye 1/4.. we.
5 /te" 5 /a" 5 /1e" .. 2
'X 3/4" 3 /e" 3"
Type 305 Stai
These easy-to-use sc
locking device for addec
gage the head of the pit
the screw pin. Choose
self-locking screw pins.
Captive self-locking :
the tip of the pin which p
eliminates lost pins.
Stock
Dia. Pkg.
S Qty. A
Type 305 Cu Stainless.
5 /32" 10. .
/i&' 10 '/32"
'/4" 10 15 /32" .
Vie" 10 3/4" . 10 ......
25/
13/4i 10 1 5 /1 e
Type 305 Cu Stainless
3 A2" 10 via".
3 /18" ...... 10 13 /32"
'/4" 10 '
5 /1e" 1 0 5 /e"
McMASTER-CAR
MASTER-CARR
F®fbro,is '14o 3"
.
,••,•; ou a om es I .
..r �, ca .:' : J iii ° ,
e.th with wire rope'clips and•compression sleeves in loop -end applications to protect cable from damage and wear, Thirnbles
.help increase the life of distributing the weight of. the. load...
Styles
:;t Thin PatternAlrcraft - For use with 'small diameter. rope in very : 1 Zinc- Plated :Steel -An' 'economical choice which; provides.
:;; Ifght: duty:, applications:; Meet.. Military. Specification•'AN=100..•+ ..',some•corroslon resistance:" - t'
Standard Pattem -Also for light duty _appiications. Galvanized Galvanized' Steel - Hat - dipped : g p thicket•;;
. .steel thimbles Meet Fed..Spec.,FF- T- 276b il, ; ':,r...`:`.;:::: :...zinc.coating for..better corrosion. resistance• than :zInc - plating; :;• : ::?., - ...
;5 Neavy :pattern For' medlum` .to heady.dut :applications. Gal 'Type 304 Stainless Steel -Go a
od resistance to.correelon nd
ized steel thimbles meet
va th
n I 1 m t,Fed. Spec, FF- '-'276b T pe Ill. many chemicals..:, � ; :
,.•,,:;,;.;.:;.,,.,
:•Open.Patte- Use to.easily,attach light!duty:end fittings:;;::: 1;`• .;•. ;%ii:'•...•Type.316 les Steel - .Offers superior :long- terin'corraslonr.`
''? `• le - Ha m ve no.sharp •edgee'to snag or tear.materiai. '' °•' • resistance in'seltwater and other highly corrosive environMents.
•
Standard Pattern Galvanized Steel Standard Pattern Stainless Steel
For Rope Eye Opening Each
1 -9 10 -Up
1/2" 0.69" 1.3 1" 3494T11 $0.48 $0.42
3 /1e" 0.69" 1.31" 3494T12 .48 .42
1 /4" 0.69" 1.31" 3494713 .48 .42
5 /1e" 0.81" 1.50" 3494114 .58 .51
3 /e" 0.94" 1.63" 3494715....... .58 .51
1 /2" 1.13" 1.88" 3494T16 .68 .60
5 /a" 1.38" 2.25" 3494T17 1.78 1.58
3 /4" 1.63" 2.50" 3494T18 2.08 1.84
7 /a" 1.88" 3.50" 3494719....... 3.30 2.93
1" 2.50" 4.25" 3494T21 3.78 3.36
1W-11/4" 2.75" 4.50" 3494722 14.05 12.49
1 3.13 "' 5.31" 3494T23 17.27 15.35
Heavy Pattern Galvanized Steel
For
Rope
Size
Each
1 -9 10 -Up
1 /4" 0.88" 1.63" 3495T14 50.47 50.42
Via" 1.06" 1.88" 3495715 .80 -3 /a" 1.13" 2.13" 34951'16 1.16 1.04
7 /i a" 1.25" 2.38" 3495T17 2.02 1.80
1 /2" 1.50" 2.75" 3495T18 2.08 1.85
9 /1 a" 1.50" 2.75" 3495119 2.08 1.85
5 /3" 1.75" 3.25" 3495T21 2.35 2.09
3 14" 2.00" 3.75" 3495722 5.96 5.31
7 /s" 2.25' 4.25" 3495723 6.06 5.40
1" 2.50" 4.50" 3495T24 11.51 10.25
Open Pattern Galvanized Steel
For
Rope t• -- Eye Opening ---
Size A • B C
Each
1 -9 10 -Up
' /4" 0.69' 1.41" 0.38" 30335T1 50.46 $0.40
5 /1 "' 1.53" 0.50" 3033572 .50 .44
3 /5" 0.94" 1.72" 0.62" 303351'3 .50 .44
1 /2 "•.........1.12" 1.47" 0.75" 30335T4 , 9 .60
?re" 1.38 "......2.34" 1.00" 303351'5 1.52 1.33
Nylon Rope End
Hard nylon end fitting has UV sta-
billzers for outdoor use. A stainless
steel screw (Included) threads Into
the end of the rope, forcing it against the specially molded ny-
lon fitting for a strong connection. Use with polyester and nylon
rope. Color Is black.
For
Rope Die,
3 /18"
Per Pkg.
1 -9 10 -Up
3382T11 $7.74 55.86
3382712 8.06 7.14
1/2. .....•••• • • 3382T13 8.39 7.43
s/ e" .......... ............................. ...............
.. ..3382T14 8.71 , 7.71
..
For
Rope Eye Opening
Size A B
' /64 ", 1/22 " , 3/44 0.19" 0.25"
3 /0" ", 1/4e ", a /a ", a /132 "..0.35" 0.67"
3 /3z ", 7 /e4 ", + /a" 0.35" 0.70"
/32" 0.40" 0.80"
3 /t e)'' 0.50" 1.00"
1/22 ", 1 /4" 0.70" 1.41"
5 /32', Via" 0.90" 1.80"
3 /d" 1.00"
• Military Specifica
Zinc- Plated
Carbon Steel
Per Pkg.
1 -9 10 -Up
Pkg.
Qty.
10
10 8914T12...$1,71 51.54
10 8914713 ... 1.73 1.56
10 8914714... 2.02 1.92
10 8914715 ... 2.22 2.00
10 8914716 ,.. 2.78 2.50
10 8914717... 5.18 4.66
2.00" 10 8914T18... 7.76 6.98
tion AN -100 does not apply to this size.
For Stainless Steel Stainless Steel
Rope Eye Opening Each Each
Size A B 1 -9 10 -Up 1 -9 10 -Up
3 /32" 0.38 "......0.59" 3868741...50.62 50.55 3868721...50.76 $0.68
1 /e" ..0.38 "......0.63" 3868T42 ... .65 .58 3868722... 1.00 .89
5 /32" .....0.50" 0.72" 3868743 ... .85 .76
3 116" 0.53" 0.81" 3868744... .94 .84
' /a' 0.59" 1.03 ".....3868745 ... 1.32 1.18
5 /1e" 0.88" 1.47" 3865T47.., 1.82 1.63
3 /a" 0.97" 1.50" 38681'48... 4.65 4.16
1 /2" 1.16" 2.08" 3868749... 5.91 5.29
3 /e' 1.56" 2.56" 3868751 • 9.60 8.59
♦(B) dimension is 2.63 ".
Heavy Pattern Stainless Steel
Type 304
For Stainless Steel
Rope Eye Opening Each
Size A 6 1 -9 10 -Up
v4
0.88" 1.63 "....3495144,,.51.78 51.58
5 /15" 1,06" 1.88 "....3495T45... 2.80 2.49
3 /a' 1.13" 2.13 "....3495T45... 4.93 4.38
1 /2" 1.50" 2.75 "....3495T47... 8,65 7.69
5 /a" 1.75" 3,25" .... 3495751 ...12.53 11.13
3 /4" 2.00" 3.75 "....3495749...31,73 28.20
Aye Opening
0.34" 0.63"
3 I16" 0.66" 1.06"
1 /4" 0.81" 1.31"
5 /1e" 1.00" 1.56 ",.
Type 304
Stainless Steel
Per Pkg.
1 -9 10 -Up
3436712• 51.63 51.44
8914T22... 2.24 2,02
8914T23... 2.80 2.52
8914T24... 3.20 2.88
8914T25... 3.11 2.80
8914T25... 6.33 5.70
8914T28... 9.78 8.80
8914727 ...21.33 19.20
3868723... 1.35
3868724... 1.97
3868725.. 2.44
3868727.. 3.32
3868728._ 5.53
3868729.. 6.29
3868731 ... 9.90
Type 316
Stainless Steel
Each
1 -9 10 -Up
3495752.,.53.43 53.05
34951'54... 1gA91�;`
3495754 ... 8,115.1 l �.
3495755...1 7
3495756 ...14.23 Fri 2.65'
3495757...25.50 22.67
Endless Type 316 Stainless Steel
For
Rope Each
Size 1 -9 .,1114P
3634171 ' 6!'1` $24ed
3634T73 2:59 - 2.36
3634T74 4.45 4.02
3634T75 8.69 7.85
Fibrous Rope Thimbles
Eliminate snagging and tangling lanyards, hard Tines, and
mooring lines. Ideal for marine applications.
Made of nylon for use with synthetic rope.
For Each
Rope Eye Opening Pkg. Bkn. Full
Size A 6 Qty. Pkg. Pkg.
1 /4" 0.50" 1.56 "......25 34925T72 50.81 50.68
1/2" 0.94" 2.69" 25 34925T74 1.19 1.00
1/2" 1.00" " 88" 25 34925175 1.43 1.19
3/4" 1.06" 3.13" 20 34925776..... 1.62 1.35
/" 1.16" ........3.63 "......10 34925777..... 1.81 1.51
1" 1.75 "... 4.94" 10 34925778 6.18 5.17
MCMASTER•CARR
1.21
1.76
2.18
2.97
4.95
5,63
9.00
rt 0
Standard Positive'
These fittings are simple to in
limit of the fittings meets or exc
specified. Each fitting includes a
sembly. Note: All assemblies sr
Replacemen
specify wire rope size (diameter
ber core, 6x 19 IWRC, 7 x 7, or
Atsa Ava:tabre:
135..
1 1111 111-
,.
1
Pull the sleeve over the
and of the wire rope.
You'll know y
M
Please specify fix
TarOrder:
For
Rope Thread
Size Size A C
Via" 10-32....1 31/32"
3/32 " ' /4 " -28 ...1 /6 "....... 3 ".
1 /4 "- 28...1 /e" 3
3/1a" 3 /a "-24..,2 4 a'
1/4" '/z "- 2 0 ... 4 ..... 7' /i e'
13/18 " 5/e"-18...49//e" 71/2'.
".
3 3/a_16 ..,4 1 /1" .... 8
1 /2" 7 /e" -14 ... 6' a/. e" ....11 " ...
Z" @Vi3_Bfit� 'FIYt(ii95:ti mLr:.;t:.
Please specify 6:
TOOrorer:
For
Rope
. Size B
3 /a " .... 2 .... 43 /134 "..?i
1 /z "... 2715 .••• 13/1 a " .. i/
TtrOrder:
C D E
'h a"
3 /32"
1 / 1 /2" .... 2 e" .... 13 /i a " ..'..
5 /33" 5 /e "....2 "...
3 h a" 5 /e ".... 2 "... 53 /e4"... 5 ,
1 /4" 3 / 4 " .... 3 1 9 / 6 4" ...A
5 /15" ' /e ".... 4 "......1 j /134 ".. 3.
3 /e" 1 "........ 4 "...1 "..
gie End. F.itttnd - g7 S101
Please specify 6
For
Rope
Size C
p a" VI e" 1 /2 ..... .. 11
" 113 " ale � 113
1 16" . ....... .2 17 /32 ".... 5 /0" . 15 134
i / 32 "........3" 3/4 "....... /e4
J 3/16" 3" 3/4'.......9/64
1 /4" .........33/ 1 5 /1 e' ....27/e4
Vie" 49/ 32 ' ' 1' /15 " ... 2 7 / 44
. r. ye" .........47/6" 13A8'1 .....27/64
D E
1 /613'
iti_A 3132 ....2 /3z .... 1e4'
■
Fast-Attach Pos
Fast - attach fittings are evi
to install than the standart
above: of Type 316
it:A .'stdel for superior corrosic
tance. Choose from eye
ends. Fast -attach fittings cat
with all constructions and c,
IWRC stainless steel wire r
also be used with stainless f.
rod. Note: The work Toad Iim
depending on the wire rcp
assembly.
ttinSs;W ';u
!~Ye:EndF�,
For
Rope
Size
5 /32"
3 /1 a"
1 /4"
5/ e "
3 /8"
C D
243/ 4'...... 3 ? /e4 "" •
31/ a 5 /5 " ....
311/1 " 97/54"
4 5 1/24 ,
55/32' 1 .
Mc A R•CARR
Z
= Z
W
CC JU
U 00
N
J
H
W
0
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E- 1
Z
Z I-
W uj
2
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U
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W W
LL O
W
U =
0
Z
•
-----
IS'oft`e
tised for
41on These'definitioris i
�.r,_....i ^: ' ;':
rope wit a wire.strand
3 has'higher.,:,;
ore:'arid less :fie ibifityr; :(
; rope; without•: a ';'i
sinall'er; the ';;
tt it' prop bits: a;cpre: '
ind:; * ds.are...shape
Ill
Ile
,natu place:
Is; are. laid:togetherr(or ;..:
les Internal stress,,.p ro= '
re(and: 'e asler,handiing '.;'
•eMend' Strarias.''recelve
:'!They have:a tendency•.-:
es closedconfiriistied fn
Un less �'otherwlse
311
3•,closed or finished fri:a
ctlon:'•:c :: it iI'
npl9;; 'Mien
strand: core' `are•'more ; • '`'
ber and: hollow:core.
•
'1'tir,:'A {. {•.�;An• :l� +; :, '.ii •
:The stre a p -
' opearid;llididafee,the' •
ti wl I break: therope,
ould: never;be consid -:. <.
rg,'Idad ;To dete�ritin ?` r:
tking 2strength "rnusti be.
'actor:? (p rsaf factor) ?;;.
Ig;,',on' the.; type; of ma-
.i.:.;•r .:.:' • y� =cif,' .,.
'our core :;styles (fi ei ; •
oys of stainless: steel,
lens- coated::
i di , h'asa: rfghit'la ?:
Vide: life
• �''Sti:��.'T iii U±t'kS•::): #,S���C -�1.. ..', .'.
(also known as Extra Im ,
m`isteel;wfre, ropes:`are
steel wi? ropes cit . 1e
x 37 Wire Rope
Per Foot
1 -49 50 -99 100 -Uo
.4.. $0.93 $0.82 $0.74
1.07 • .94 .86
1.20 1.06 .96
1.40 1.24 1.12
1.49 1.32 1.20
1.97 1.73 1.57
1,09 .96 .87
1.20 1.06 .96
1.34 1.18 1.07
1.55 1.37 1.24
1.69 1.49 1.35
2.10 1.85 1.68
1.32 1.21 1.09
1.48 1.37 1.27
1.63 1,49 1.37
1.87 1.71 1.58
1.98 1.81 1.66
2.41 2.20 2.03
M MASTER -CARR
Long-Wear Steel Wire Rope
Premium Steel with IWRC -A high- density rope that has
compacted strands which provide excellent crush resistance
and long service life, especially when used in applications
which have multiple layers on the drum. This special construc-
tion enhances flexibility, eases installation, and Increases du-
rability. Excellent when Increased strength and long service life
are a necessity, including use in boom hoists and winch lines.
We offer standard lengths of 10, 50, 100, 200, and 300 ft., as
well as any length you may need.
Extra -Flex Steel Wire Rope
83.119 Regular Steel with Fiber Core-The preferred
construction when wire rope must have maximum flexibility.
Ideal for comparatively small sheaves and drums, Commonly
used on hoists, shop and bridge cranes that have grooved
drums, and for multiple -part reeving, Extra -flex rope should
not be used where it will be subjected to heavy crushing or
overwinding upon itself. We offer standard lengths of 10, 50,
100, 200, and 300 ft., as well as any length you may need. Con-
Multi-Purpose Flexible Steel Wire Rope
7x25 Premium Steel with IWRC -This wire rope com-
bines the flexibility of 8x 19 rope, the fatigue resistance of
62(37 rope and the ruggedness of 6x 19 rope.
It is ideal for light to heavy hoisting and will withstand heavy
crushing on small drums and sheaves. It's often used for
hoists, gantry cranes, and winches. We offer standard
lengths of 10, 50, 100, 200, and 300 ft., as well as any length
you may need.
Rotation- Resistant Steel Wire Rope
Use these ropes for applications where rotation must be
minimized. Rope cores have a counterclockwise twist and
outer strands have a clockwise twist. The two layers develop
counterbalancing torques, which minimizes rotation. We of-
fer standard lengths of 10, 50, 100, 200, and 300 ft., as well
as any length you may need. Conforms to Federal Specifica-
tion RR -W -410.
8x 19 Premium Steel with IWRC -Use for light to heavy
hoisting, small drums and sheaves, single -part line hoists,
and yard, utility, bridge, and boom cranes.
19 x 7 Regular Steel with Strand Core -Great for use in
subways, sewers, and mines- anywhere a free load is sus-
pended on a single line. It is also used as sucker rod and tub-
ing line, and for hoists.
•
• Galvanized Steel
i, wire rope is available. in: galvanized regular
;,:steel with strand core; galvanized regular steel :with fiber .
=•;core, galvanized regular steel with IWRC, and galvanized.'
'riron.with fiber 'core-Galvanizing is a corrosion - resistant
Multi - Purpose Galvanized Steel Wire
Also known as aircraft cable, this galvanized wire rope is
often used for winches, slings, rigging, guying, instrumenta-
tion, mechanical power transmission, mooring lines, as well
as automotive applications. We offer standard lengths of 10,
50,100, 200, and 300 ft., as well as any length you may need.
Breaking
Strength, Per Foot
Dle. Specs. lbs. 1 -99 100 -299 300 -Up
7x 7 Strand Core
0.047". 3450T82 4 ...
• v / 1 e ..... ..A,E 480.... 3450T24•
3 / 1 a" A,E 920..,, 3450T26•
'/a" ....... 1,700..,. 3450728......
e /11" 2,600.,.. 3450T29•
Not preformed; not lubricated. •
MCMASTER •CARR
.30 .25 .21
.15 .14 .12
.16 .17
.25 .23
.30 .28
Not lubricated.
,14
.19
.23
e
Fac'4eiterarWii- eimaifa inatioiri- see< mgt.
Breaking
Strength,
Dia. lbs.
6x 19 Premium Steel with IWRC
3 /e" 17,600 3321711 _52.78
7 /+■" 23,800 3321T12... 3.35
6x26 Premium Steel with IWRC
1/2" 30,600 3321113 ... 3,78
forms to Federal Specification RR -W -
Breaking
Strength,
Dia. lbs. 1 -49
1 /4" 4,700
s /+e" 7,300
3 /e" 10,480
1/2" 18,460
Breaking
Strength,
Dia. lbs.
she" 10,380
3 /a 14,880
rhe" 20,200
1 /2" 26,200
3 /8" 40,600
Rope
3442T33 ...$0.98
3442T34.,. 1.29
3442135 ... 1.37
34.42137... 1.79
Breakin W '" r x'
gam'.,::._ ...
Strength,
Dia. Specs. lbs.
3x 7 Hollow Core 7x 7 Strand Care (Cont.)
0.031 110.... 3450T81 4 ,..50.19 $0.16 $0.13 she" - 3,700.... 3450T31 •
6x 19 Fiber Core 1 /4" 6,100....3450T32•
3 /e" A 10,980....3464T13 2.00 1.63 1.40 7x 19 Strand Core
s /e" A 30,000....3454T15 3.40 3.01 2.40 3 /32" A,E 1,000....3450T37•
6x 191WRC 3/
1/2" A 20,700.., 3.00 2.54 2.10 ' /eer
6x37 Fiber Core
'/4 "...,.... A 4,940.... 3323171 1.35 1.18 1.05
3 /8" ..A 10,980,,.. 3323T72 1.67 1.47 1.31
' / A 19,260....3323176 2.16 1.90 1,70 v A,E..... 4,200....3450T41•
6x37 1 /15" B 4,200....3332154
' /4" A 5,300....3323T21 1.23 1.09 •97 7 /33" A,E 5,600....3450T42•
3 /e" A 11,800....3323T22....... 1.88 1.65 1.47 7 /32' B 5,600.,.3332T55
1/2" A 20,700. .3323723 2.69 2.37 2.12 1/ A,E 7,000....3450743•
'/4 "......., B 7,000 .., 3332756
Per Foot
1 -49 50 -99 100 -Up
Per Foot
1 -49 50 -99 100 -Up
3688711..,$1.45 51.32 $1.12
3688712... 1.72 1.57 1.32
3688T13 ... 1.89 1.72 1.46
3688714... 2.16 1.96 1.66
3688T16... 2.70 2.45 2.08
Breaking
Strength, Per Foot
Dia. lbs. 1 -49 50 -99 100 -Up
8x 19 Premium Steel with IWRC
3 /e" 13,260 3455111...$1.53 $1.27 $1.09
1 /2" 23,400 3455113 ... 2.01 1.67 1.43
1/4"......... ..... 36,200 3455715 ... 2.47 2.06 1.77
19x 7 Regular Steel with Strand Core .
She" 2,840 3690T14 ... .95 .80 .73
5 /4" 5,020 = 3690115... 1,13 .95 .87
5 /1e" 7,800 3690716 ... 1.37 1.15 1,06
' /e" 11,180 3690/17... 1.49 1.24 1.14
1/2" 19,700 3690/19... 1.82 1.52 1.40
& Iran With Rope.,..: , - .• . . I
Zinc coating that gives �JJ Id d � 1 , i
: Breaking
....'strengths for galvanized'sf 4i re,l, w ,@ t tzz'i, for, the ;same
.. - diameter bf plain steel since th 4.i gk rli la part
ofthe, diameter of the wires.'
i „ bJ
Key Specifications
A Federal Spec. RR- W -$00
B Full Compliance Military Spec. MIL -W -83420
E Meets Breaking Strength .of,i111L W- 83420 -•
.45
.43
.47
.52
.63
.60
52.50
$2.31
3.08 2.80
3.46 3.13
Per Foot
50 -99 100 -Up
$0.89 $0.75
1.18 1.00
1.24 1.05
1.63 1.38
• .1: f'
Per Foot
1-99 100 -299 300 -Up
$0.42 $0.39 $0.32
.38 .33
.41 .35
8 1,000....3332T51 .35 .27
A,E 2,000....3450T38• .42 .37
B 2,000.... 3332T52 .40 .32
e /32 A,E 2, 800.. 3450739s .50 .43
e /32" B...,..... 2,800.... 3332T53 .41 .32
.41
,34
.42
.40
.57
.47
9 /32" A,E 8,000....3450744• .... .78 ,70
she" A,E 9,800....3450T45•.,.., .67 .61
e',e"....... B 9,800.... 3332T58 .84 .67
We A.E 14,400,,..3450146• .... ,77 .71
Ye" .. B 14,400..., 3332159 1.16 .92
.29
,30
.24
.32
.28
.39
.28
.37
.30
.37
.35
.50
.41
.61
.52
.58
.65
,79
Wanii tgf! (leiterexceed ad*, raim fireakil gif sirengtfc.
"f 049
NBBJ
111 South Jackson Street Seattle, Washington 98104 (206) 223 -5555 Fax (206) 621 -2300
PROJECT:
Project No.:
To:
Description:
MUSEUM OF FLIGHT EXPANSION
24944_00
SELLEN CONSTRUCTION
Contract with: MUSEUM OF FLIGHT FOUNDATION
Dated: March 15, 2002
Subject: Bid Addendum 1 issued before Guaranteed Maximum Price
:ittachments:
All attachments are dated 3/15/02
Revisions to Drawings: (Full Size Sheets)
Al21 A310 A611 A621 A641 A840
Revisions to Drawings: (11 x 17)
R1/C261, R1.21A703, R1.3/A703, R1.1/A811
(Architect) Issued By: NBBJ
'Contractor) Accepted By
RECEIVED
CITY OF TUKWILA
AUG 12 2003
PERMIT CENTER
Architect's Supplemental Instruction
Date:
Architecture Design Planning
FILE
I understand that the Plan Check approvals a-.
The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract. Prior to proceeding In .a cprdance wiih:tfi e
instructions, indicate your acceptance of these instructions for minor change to the Work as consistent with the Contract Documents and return a copy t)ie Architect. If any
change in Contract Sum or Contract Time is anticipated, Architect and Owner shall be notified within 10 day;.
Changes to documents before bid in response to four factors:
1. March 1 owner review comments.
2. March 13 coordination meeting regarding the performance specification for the Design/Build sprinkler system.
3. Coordination with the March 11 mechanical drawings.
4. Miscellaneous minor revisions.
Date: 3/18/02
cm of IMO
1 5 2003
K‘S ►pr t.0
..4
1
(Contractor)
(Owner)
INCOMPLETE
22'-
Revisions
to Drawings: (8 4 x 11)
R1/C221, R1/C241, R1 /C303, R1 /C305, R1/L100, R1 /A140, R1 /A211, R1.1 /A221, R1.2/A221, R1.3 /A221, R1.4/A221, R1.1 /A241,
R1.2/A241, R1 /A251, R1 /A300, R1.1/A320, R1.2/A320, R1/A325, R1 /A631, R1 /A702, R1.1/A703, R1.1/A800, R1.2/A800,
R1.3 /A800, R1.4 /A800, R1.1 /A801, R1.2 /A801, R1.3/A801, R1.4 /A801, R1.2/A811, R1 /A880, R1.1/S241, R1.2/S241, R1.3/S241,
R1 /S251, R1 /S413, R1 /S603.
Specifications:
Revised Table of Contents, Revised Section 02510, New Hanger Beam Detail at end of Section 05500, New Section 07722, Revised
Section 08710 pages 10 -18, New Section 11016.
SHIN PL
Va MAX
(2) S'"0 A307 BOLTS.
OVS HOLE IN END PL
MUSEUM TO DRILL
HOLES IN BEAM WEB
AS NEEDED
NOTES:
1. A PLATE WASHER IS REQUIRED *ERE HANGING LOADS ARE APPLIED: SUPPLIED BY THE GENERAL CONTRACTOR.
2. THIRTY (30) HSS BEAM ASSEIELIES. (INCLUDING ALL MATERIAL SHWA IN THIS DETAIL EXCEPT THE HANGER ROD).
SHALL BE SUPPLIED BY DE GENERAL CONTRACTOR AS FOLLOWS:
L 76281.00
DETAIL A
NU16ER SUPPLIED
10
18
2
BEVELED PL
SEE NOTE 2
PL *x3x3 (0436)
SEE NOTE 1
LENGTH. L
9 ' -611'
10' • 2 %'
9' • T %'
2000 MAX TOTAL LOAD
ANYNIERE ALONG BEAM
DETAIL B
TYPICAL HANGER BEAM
PLATE (A36)
PLx3x0' -31'
BEVELED PL AS SHOWN IN SECTION
PL1310' • 3V2'
05500 -DWG
HSS5x3 W/
1“0 HOLES
THRU T88
a 1' - 0 "OC
SHOP DRILLED
HANGER
SUPPI
LIED 8
MUSEUM
HSS5x3xV x10'•0'
BEVELED PL FROM
W T01'x3x0'-3
SEE NOTE 2
Pl.4x5 •9" (A36)
SECTION
C ATY Of It1 111
APPROVED
A li 1 5 V303
BID ADOENDUM 1
MARCH 1S, 2002
f,l
� � d
N '11
c4.)
cra
NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN
THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT.
i
I AS NOTED I
ammia sus
OF FLIGHT FOUNDATION
UM OF FLIGHT
MN WI
SHOP DRAWING
7 4 7 6 """' w
6 JME 00/20/03 I
J
1 °
g
A
< _
2
INCOMP�E7E
LTR#
ASSEMBLY / FABRIC / F1LE / FRAME / GRAPHICS / INSTALL / SALES / SHIPPING / PROJECT MANAGER
CAV OF TUlic ii
PROVED
AUG 1 5 2.113
� ' D
RECEIVED
CITY OF TUKWILP...
AUG 12 2003
PF_RM1T CENTEP
RAINIER
INDUSTRIES
18435 OLYMPIC AVE 5
TUKWILA. WA 98188
4 25)131 6 -1 000
P 1( )M 7
1S deal SM/S1 S11 MOW Of
MB�tI,a� S S ■ wagam K
rwwr o�IIwI t� All Is�melol
a COMM IIE ItMI vw�xI
atN 5
u Ut MOO s onoar
I I MO SW alas
M Sat M N
1LL S9a mm
J
DO 3 2.2.2
ONIMI8 dal. JO
By Karl Zimonyi P.E.
Ref.: 1997 UBC
ERICO Eristrut Product Catalog.
AISC 9 Edition
INCOMPLETE
March 24 2003
FILE COPY
I understand that the Plan Check approvals prn
STRUCTURAL CALCULATIONS
for
overhead channel grid to support light fixtures
in the
SEATTLE MUSEUM OF FLIGHT co ex VkVi"
Seattle WA 113 ;0,
4t,
Do
22.2.
CHANNEL TYPE
ROD HANGERS
SWAY BRACES
LONGITUDINAL BRACES
DESIGN LOAD
ISOLATED LOCATIONS
CHECK CAPACITY
TENSION CAPACITY
SEISMIC ZONE 3
LONGITUDINAL BRACES
CHAIN LINKS
THE
MUSEUM r
OF
June 1, 2004
City of Tukwila
ATTN: Bob Benedicto, Building Official'
6300 South Center Blvd.
Tukwila, WA 98188
Dear Mr. Benedicto:
This letter is in regards to The Museum of Flight's aircraft display and hanging of
aircraft. We have a substantial responsibility to safe guard and preserve the historic
artifacts in our collection. It is the policy of the Museum to retain the services of
Registered Professional Engineers in the State of Washington to design all aircraft
hanging and mounting installations. Substantial; safety margins (on the order of a factor
- - -of ten) are included in these designs. Similarly, The Museum of Flight hires only highly
qualified rigging firms to install the aircraft.
It should be noted that during the recent Nisqually Earthquake of substantial magnitude
(exceeded 6.0 Richter) that none of the hung or mounted aircraft sustained any damage.
The Museum of Flight assumes all liability for these installations. Consequently, the City
of Tukwila need not include them in current or future Certificates of Occupancy
considerations. The City does not bear any liability for these installations.
Sin ly,
9404 East Marginal Way South
Seattle, WA 98108 -4097
Tel: 206.764.5700
Fax; 206.764.5707
www. museumoffl ight.org
Richard' Beckerman
Vice President & Chief Operating Officer
The Museum of Flight
1
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E N G I N E E R I N G
08/18/2003 11:19 2062850618
August 18, 2003
P L L 0
Chris Mallander
Director of Exhibits
9404 East Marginal Way South
Seattle, WA 98108 -4907
RE: Museum of Flight — Birth of Flight Exhibits
Dear Chris:
CT ENGINEERING PAGE 02
We are writing this letter in regards to the two gliders that you are hanging from the floor and
roof structures as well as the motor mount on the exhibit floor area for the 'Birth of flight'
exhibit.
We reviewed the location and support of the Chanute - Herring Glider reproduction and the
Wright Glider. both located In the southwest corner of the new phase Al building In our site
visits on August 11 and 13th. The gliders total weights are 75 Ibs and 145 Ibs respectively.
The Chanute - Herring Glider is hung from a steel beam on the roof structure as well as the
'basket' exhibit located on the second floor level. The Wright Glider is hung from a'uni- strut'
system that is attached to the second floor structure.
There is also a motor mount that has been attached to the first floor level slab and supports
an electrical motor as part of one the displays. It has been attached to the floor with Powers
3/8' diameter expansion fasteners with a maximum embedment of 2 7/z inches into the
concrete slab.
In our review of the construction documents, the above Toads are within the allowable
loadings stated on the drawings. It is our opinion that the configurations of the exhibits do
not require any additional modifications.
Please call if you have any questions.
Sincerel ii *______
Craig
Cr g Roberts, P.E.
Structural Enstinuura
RECITED
AUG 202003
8 U11DING
DEPARTMENT
150 Nickerson St
Suite 302
Sc):. att WA
98109
(206)285 -4512
Fu; 285 -0618
MUSEUM OF FLIGHT ®
August 15, 2003
w
Ken Nelson J�„�L)1 e4-1'
Senior Plans Examiner U o
City of Tukwila c w
6300 South
CO W
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The Museum fully intends to follow all codes, and will work closely with the City ?
of Tukwila to establish an efficient communication process for permitting and U N
inspections. o
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2
The Museum of Flight expansion is well under way and we are installing our first
exhibits on the first floor of the new building. We are also beginning exhibit
installation on the second floor. Below is a summary of activity for the next few
months culminating in the grand opening of our WWI and WWII Fighters exhibits
on June 6, 2004.
The Birth of Aviation temporary exhibit
Open to Public: August 22, 2003 7pm - February 1, 2004 5pm
Location: 4800 square feet in southeast corner of first floor
EAA's Countdown to Kittyhawk temporary exhibit
Open to Public: August 22, 2003 7pm - September 1, 2003 5pm
Location: Remaining 17,000 square feet on first floor
While The Birth of Aviation is open, we will be installing our WWI and WWII
exhibits on the first and second floors. We will be first placing most of the aircraft
either hanging, or on mounts with scenic decks around them. There will be some
exhibits installed on the first floor in this time frame as well. In concert with the
aircraft installation will be other trades installing electrical, audiovisual systems,
and large graphics. We will then install graphic and case furniture. Most of the
large -scale exhibits will be installed in the January - March 2004 timeframe. We
will then install graphics and artifacts followed by the last planes to come in
located near the Toad -in doors.
We expect to need permits for several areas, but do not expect to make any
changes to the overall building structure or HVAC system. Our plan is to have the
electrician pull his own permits. To help the process the Museum, in conjunction
9404 East Marginal Way South • Seattle, Washington • 98108 -4097
Telephone (206) 764 -5700 • Facsimile (206) 764 -5707
www.museumoffllght.org
RECEIVED
Cf1Y OF TUKWILA
AUG 1 5 2003
PERMIT CENTER
with fabricators, will get permits for work that is similar in construction and
installed at similar times. We would very much like to meet with city
representatives and reach an understanding about what the best process would
be for applying for permits and following through with the inspection and approval
process.
WWI Fighters exhibit
Aircraft Installation: July 28, 2003 — March 2004
Exhibit Installation: September 2003 — April 2004
Open to Public: June 2004
Location: Entire 2` floor
WWII Fighters exhibit
Aircraft Installation: October 2003 — April 2004
Exhibit Installation: October 2003 — April 2004
Open to Public: June 2004
Location: Entire 1 floor
Thank you and look forward to working with you.
C ris Mailander
Director of Exhibits
The Museum of Flight
2
nbbj
www. nbhj. coin
August 14, 2003
Ken Nelson
Building Official
City of Tukwila Building Division
6300 Southcenter Boulevard
Tukwila, WA 98188
Subject: Revision Submittal to the City of Tukwila — D03 -222
Drawings Dated July 2003 from the Museum of Flight
Regarding the Birth of Aviation Exhibit
And Countdown to Kitty Hawk Exhibit
Dear Mr. Nelson:
We have reviewed the above referenced revision submittal for conformance with the exiting
requirements of the 1997 edition of the Uniform Building Code, and have found the layouts as
shown to be in compliance.
Sincerely,
eat4A -gyp c c{
Jeanne Iannucci AIA
Architect
Senior Associate
NBBJ
c: Chris Mailander
Addy Froelich
Julie Lawton
Bob Ormsby
111 SOUTH JACKSON STREET SEATTLE WA 98104 T) 206 223 5555 F) 206 621 2300
£00Z 9 T 9f1d
Scott Jo AIA
Architect
Principal
NBBJ
LNJU1[d013A3C9
ONO.07
to - 21
August 8, 2003
Ms. Julie Lawton
The Seneca Group
1201 Third Avenue, Suite 2350
Seattle, WA 9R 101
City of Tukwila
Department of Community Development Steve Lancaster, Director
RE: Letter of Incomplete Application #1
Development Permit Application Number D03 -222
Museum of Flight — Temp Exhibit — 9404 East Marginal Way South
Dear Julie:
This letter is to inform you that your permit application received at the City of Tukwila Permit Center on July 28,
2003, is determined to be incomplete. Before your application can begin the plan review process the following items
need to be addressed:
Building Department: Ken Nelsen, at 206 431 -3677, if you have questions concerning the following:
Sincerely,
1. The scope of work requires that plans be prepared and stamped by a licensed architect.
Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other
documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other
documentation be resubmitted with the appropriate revision block.
In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have
enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail
or by a messenger service.
If you have any questions, please contact me at the Permit Center at (20b) 433 -7165.
Stefania Spencer
Permit Technician
Enclosures
File: Permit File No. D03 -222
Steven M. Mullet, Mayor
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206- 431 -3665
DEPARTMENTS: g
Buildin Division `t"v
Public Works ❑
Documents /routing slip.doc
2-28-02
PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D03 -222 DATE: 08 -13 -03
PROJECT NAME: MUSEUM OF FLIGHT - TEMP EXHIBIT
SITE ADDRESS: 9404 E MARGINAL WY S
Original Plan Submittal X Response to Incomplete Letter # 1
Response to Correction Letter #
Revision # After permit Is Issued
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete [d Incomplete ❑
REVIEWER'S INITIALS:
Fire Prevention ❑ Planning Division
Structural ❑ Permit Coordinator
PERMIT COORD COPY
DUE DATE: 08 -14 -03
Not Applicable ❑
Comments:
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 [ Structural Review Required ❑ No further Review Required ❑
REVIEWER'S INITIALS: DATE:
DUE DATE: 09 -11 -03
APPROVALS OR CORRECTIONS:
Approved ❑ Approved with Conditions [S' Not Approved (attach comments) ❑
Notation:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
f2S .tti' uc»hF.':ni,3i:
44 t.Y.:.,+i461
ACTIVITY NUMBER: D03 -222 DATE: 07 -30 -03
PROJECT NAME: MUSEUM OF FLIGHT — TEMP EXHIBIT
SITE ADDRESS: 9404 E MARGINAL WY S
X Original Plan Submittal
Response to Correction Letter #
Response to Incomplete Letter #
Revision # After permit Is Issued
DEPARTMENTS:
Z A p1-63
to-wilding Division
7 - 3i
Public Works
-'J'
DETERMINATION OF COMPLETENESS: (Tues., Thurs.
Complete ❑
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: g7 LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg we Fire ❑ Ping ❑ PW ❑ Staff Initials: SAT
TUES /THURS ROUTING:
Please Route ❑ Structural Review Required ❑ No further Review Required
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
Approved ❑ Approved with Conditions
REVIEWER'S INITIALS:
Documents /routing slip.doc
2 -28 -02
PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
.i ,gyp 7-6
Fire revention
Structural ❑
Incomplete
H ERMIT COORD COPY
CY4 4 1/4- T -3/ -03
Planning Division
Permit Coordinator JPIr
DUE DATE: 07 -31 -03
Not Applicable ❑
DUE DATE: 08 -27 -03
❑ Not Approved (attach comments) ❑
Notation:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑
Staff Initials:
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Project Name: Museum of Flight — Temp Exhibit
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Project Address: 9404 East Marginal Wav South "o
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Contact Person Julie Lawton Phone Number 0
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REVISION SUBMITTAL
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted
through the mail, fax, etc.
Date: 12- itm e s —5
Response to Incomplete Letter # 1
Response to Correction Letter #
Revision #
Summary of Revision:
City of Tukwila
Department of Community Development - Permit Center
6300 Southcenter Blvd, Suite 100
Tukwila, WA 98188
(206)431 -3670
after Permit is Issued
Sheet Number(s): 4GL $,4E 5 isb
Received at the City of Tukwila Permit Center by:
g Entered in Sierra on 5—/z Q3
Plan Check/PermitNumber: D03 -222
Revision requested by a City Building Inspector or Plans Examiner
r c.,414s Au_ EveEss
TA-V-1 G M' p ciT l
All'A H rb •o7E$ E7A1 c. I‘46+7 EX t, 5
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"Cloud" or highlight all areas of revision including date of revision
REC ENED
CITY OF TUKWILA
AUG 1 ? ?0n3
08/08/03
"mat,. Libi:raiWidiUt4c
STATE OF WASHINGTON
COUNTY OF KING
/dw%/4 states as follows:
CITY OF T 4 YWILA
Permit Center
6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188
Telephone: (206) 431 -3670
AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION
I have made application for a building permit from the City of Tukwila, Washington.
H -4
2. I understand that state law requires that all building construction contractors be registered with the
State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the
Revised Code Washington, a copy of which is printed on the reverse side of this Affidavit. I have
read or am familiar with RCW 18.27.090.
3. I understand that prior to issuance of a building permit for work which is to be done by any
contractor, the City of Tukwila must verify either that the contractor is registered by the State of
Washington, or that one of the exemptions stated under RCW 18.27.090 applies.
4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby
attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I
consider the work authorized under this building permit to be exempt under No. , and
will therefore not be performed by a registered contractor.
I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to
engage an unregistered contractor to perform construction work.
AFFCONT 1/13/00
APP ICANT
Signed and sworn to before me this
1.5A. day of A u9u5
residing at k1 n
,20& .
. /64,,A
NOTARY PUBLIC in and for the State of Washington,
County.
Name as commissioned: Alice A. .beacy
My commission expires: 6-16-01/
18.27.090 Exemptions. This chapter shall not apply to:
1. An authorized representative of the.. Jnited States
Government, the State of Washington, or any
incorporated city, town, county, township, irrigation
district, reclamation district, or other municipal or
political corporation or subdivision of this state;
2. Officers of a court when they are acting within the
scope of their office;
3. Public utilities operating under the regulations of the
utilities and transportation commission in
construction, maintenance, or development work
incidental to their own business;
4. Any construction, repair, or operation incidental to the
discovering or producing of petroleum or gas, or the
drilling, testing, abandoning, or other operation of any
petroleum or gas well or any surface or underground
mine or mineral deposit when performed by an owner
or lessee;
5. The sale or installation of any finished products,
materials, or articles of merchandise which are not
actually fabricated into and do not become a
permanent fixed part of a structure;
6. Any construction, alteration, improvement, or repair
of personal property, except this chapter shall apply
to all mobile /manufactured housing. A
mobile /manufactured home may be installed, set up,
or repaired by the registered or legal owner, by a
contractor licensed under this chapter, or by a
mobile /manufactured home retail dealer or
manufacturer licensed under chapter 46.70 RCW;
7. Any construction, alteration, improvement, or repair
carried on within the limits and boundaries of any site
or reservation under the legal jurisdiction of the
federal government;
8. Any person who only furnished materials, supplies, or
equipment without fabricating them into, or
consuming them in the performance of, the work of
the contractor;
9. Any work or operation on one undertaking or project
by one or more contracts, the aggregate contract
price of which for labor and materials and all other
items is less than $500, such work, or operations
being considered as of a casual, minor, or
inconsequential nature. The exemption prescribed in
this subsection does not apply in any instance
wherein the work or construction is only a part of a
larger or major operation, whether undertaken by the
same or a different contractor, or in which a division
AFFCONT 1 /13/00
of the operauun is made into contracts of amounts
Tess than $500 for the purpose of evasion of this
chapter or otherwise. The exemption prescribed in
this subsection does not apply to a person who
advertises or puts out any sign or card or other
device which might indicate to the public that he is a
contractor, or that he is qualified to engage in the
business of contractor;
10. Any construction or operation incidental to the
construction and repair of irrigation and drainage
ditches of regularly constituted irrigation districts or
reclamation districts; or to farming, dairying,
agriculture, viticulture, horticulture, or stock or poultry
raising; or to clearing or other work upon land in rural
districts for fire prevention purposes; except when
any of the above work is performed by a registered
contractor;
11. An owner who contracts for a project with a
registered contractor;
12. Any person working on his own property, whether
occupied by him or not, and any person working on
his residence, whether owned by him or not but this
exemption shall not apply to any person otherwise
covered by this chapter who constructs an
improvement on his own property with the intention
and for the purpose of selling the improved property;
13. Owners of commercial properties who use their own
employees to do maintenance, repair, and alteration
work in or upon their own properties;
14. A licensed architect or civil or professional engineer
acting solely in his professional capacity, an
electrician licensed under the laws of the state of
Washington, or a plumber licensed under the laws of
the state of Washington while operating within the
boundaries of such political subdivision. The
exemption provided in this subsection is applicable
only when the licensee is operating within the scope
of his license;
15. Any person who engages in the activities herein
regulated as an employee of a registered contractor
with wages as his sole compensation;
16. Contractors on highway projects who have been
prequalified as required by chapter 13 of the Laws of
1961, RCW 47.28.070 with the department of
transportation to perform highway construction,
reconstruction, or maintenance work.
t
THE MUSEUM OF FLIGHT I EXHIBIT DESIGN
9+04 E MARGiNAL WAY s
1lJ(L& WA 98108
-
GENERAL NOTES:
EXISTING ZONING: N—H HEAVY MANUFACTURING
SEISMIC ZONE: ZONE 3
FIRE ZONE: ZONE 3
USE Of EXISTING BUILDING: MUSEUM
OCCUPANCY: GROUP A, DIVISION 2.1 (3)
TYPE OF CONSTRUCTION: TYPE II, 1 HR
OWNER:
THE MUSEUM OF FLIGHT
9404 E. MARGINAL WAY S.
SEATTLE, WA 98108
p 206 - 764 -5700
f 206 - 764 -5707
OWNER'S REPRESENTATIVE:
JULIE LAWTON
THE SENECA GROUP
206 - 808 -7877
Q- E. MARGINAL war S. ---
BIRTH OF AVIATION
I
.,.r.— . t�i�rqr i.lo.7. ^iMSIw'i'g �"
DESIGN TEAM:
The Museum of Flight will serve as its own designer and
general contractor. No load— bearing members of the
existing structure will be altered.
CHRIS NAILANDER, DIRECTOR OF EXHIBITS
206 - 768 -7118
ADDY FROEHLICH, EXHIBIT DESIGNER
206 - 768 -7164
lab
AREA OF DETAIL ON
EXHIBIT PLAN
f.) 10**,1,04
PligP'`
Omar
"' REVISIONS
KO CHANGES SHALL BE MADE TO
�. S C 7-E CF fit`: RK (WITHOUT PRIM
C - TV a 1 , LA WILDING D • ", c 1:
.' " iovv pr- ''` i? L WV* .I1_psi s 7 - 1 1t4 - '-
;,LAatnk
4itm 3 aiout. s. 1
I understand that the Plan Check approvals are
subject to errors and omissions and approval of
plans does not authc ize the violation of any
adopted code or ordinance. Receipt of con -
tractors copy of approved plans acknowledged.
garrearsimarrarair
ds r
PreilplEk4fire
Permit No.
INCOMPLETE
LTR# .
FIL COPY
RECEIVED
CITY OF T1 JIKINVLA
AUG 1 2 ?JO3
Peamircortp
3haL I of !o
SITE PLAN j
► ..mss -.. L:: 4%0
1/64' =1' -0' JULY 2003
•
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COUNTDOWN TO KITTY HAWK
EXHIBIT GALLERY
•
BIRTH OF AW1ilON
EXHIBIT GALLERY
THE MUSEUM OF FLIGHT EXHIBIT DESIGN
9404E.UARGI4ALWAYa
B/R TH OF AVIATION
•
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OPENS AUGUST 23, 2003
CLOSES FERUARY 1, 2004
COUNTDOWN TO KITTY HAWK EXHIBIT
OPENS AUGUST 23, 2003
CLOSES SEPTEMBER 1,pAr
1.003 � git
ALL EXHIBITRY IN EACH EXHIBIT IS TEMPORARY
AND WILL BE ENTIRELY REMOVED FOLLOWING
CLOSING DATES OF EACH EXHIBIT
AUG122C33
Poison GOMA
1 -)C S .-w°2 1" 2 " 2 "" .5ititt 46q
1 EXHIBITS PLAN OVERVIEW
1/16" =1 -0' JULY 2003
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LIFE SAFETY NOTES: BIRTH Of AVIATION EXHIBIT
OCCUPANCY: GROUP A, DIVISION 2.1 (3)
USE OF EXISTING BUILDING: MUSEUM
FIRE ZONE: ZONE 3
SPRINKLERED: YES
EXISTING CONSTRUCTION: TYPE II, 1 HR
EXIT SIGNS POSTED ABOVE ALL EXISTING EXIT DOORS; ALL EXISTING
AND NEW EXIT SIGNS HAVE BATTERY BACKUP
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•
THE MUSEUM OF FLIGHT I EXHIBIT DESIGN
94O4LMARGlNALWAYS
iU(R WA 98108
-
TOTAL EXHIBIT AREA: 4871 SF
THEATRICAL FIATS DO NOT CONSTITUTE AREA SEPARATION
OCCUPANT LOAD: 325
(0 15 sf /person)
2 MEANS OF EGRESS REQ'D
MIN. TOTAL EXIT WIDTH REQ'D: 5' -6'
(0.2' K 325 PERSONS)
MAIN EXIT WIDTH MIN.: 2' -9'
(� OF TOTAL EXIT WIDTH)
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BIRTH OF AVIATION
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EXHIBIT EGRESS (CLEAR AND
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SHEET NOTES:
1 POINT OF EXIT
OCCUPANT LOAD
CAPACITY
riTY TiOIMILA
AUG 1 2 2)O3
PIERIAIT CENTER
LIFE SAFETY
3/32' =1' -0' JULY 2003
NF
STAIRS TO SECOND FLOOR TO
BE BLOCKED AT SECOND
FLOOR; SECOND FLOOR IS
NOT ACCESSIBLE TO PUBLIC
UNTIL JUNE 2004; STAFF
ACCESS TO SECOND BOOR
WILL NOT EXCEED 100
PEOPLE PRIOR TO JUNE 04
OPENING
e..swa, - .. - ,.+�.� . — • sailor — _ -• - � -
COUNTDOWN TO KITTY HAWK EXHIBIT
GALLERY
—OPEN PLAN EXHIBIT
—NO SOLID COMPONENTS TALLER
THAN 8' —0
— TALLEST COMPONENT IS OPEN
TRUSS STRUCTURE 14' -0'
AREA BETWEEN EXHIBIT
FABRIC PANELS AND GRAND
STAIRS TO BE BLOCKED OFF;
NO PUBLIC ACCESS FOR
DURATION OF EXHIBITS
THE MUSEUM OF FLIGHT I EXHIBIT DESIGN
-.v -- -�- =..T - r•-- ti. ,� .:ate• -.� w -a_ -- -.�-
BIRTH OF AVIATION
£XHIBIT GALLERY
BIRTH OF AVIATION EXHIBIT
EGRESS (CLEAR AND
UNOBSTRUCTED PATH
MMNTNNED AT ALL TIMES)
9 S BIR TH OF AVIATION: COON TD 0 WN TD KITTY HAWK
PO3Zi2*at oiiio
LJFE SAFETY NOTES: COUNTDOWN TO KITTY HAWK EXHIBIT
OCCUPANCY: GROUP A, DMSION 2.1 (3)
USE OF EXISTING BUILDING: MUSEUM
FIRE ZONE: ZONE 3
SPRINKLERED: YES
EXISTING CONSTRUCTION: TYPE II, 1 HR
TOTAL EXHIBIT AREA: 15,346 SF
THEATRICAL FLATS DO NOT CONSTITUTE AREA SEPARATION
OCCUPANT LOAD: 1023
(0 15 sf /person)
4 MEANS OF EGRESS REQ'D
MIN. TOTAL EXIT WIDTH REQ'D: 17'4'
(0.2' X 325 PERSONS)
MAIN EXIT WIDTH MIN.: 8' -6-4*
(� OF TOTAL EXIT WIDTH)
EXIT SIGNS POSTED ABOVE ALL EXISTING EXIT DOORS AND
ABOVE MAIN EXIT; ALL EXITS SIGNS HAVE BATTERY BACKUP
.
15 1
SHEEP NOTES:
r
POINTOFEXfl
OCCUPANT LOAD
QAPfrCFY
1 LIFE SAFETY: CTKH
1/16' =1' -0' JULY 2003
rt
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RECEIVED
AUG 1 2 2C0.7
PERMIT CENTVER
x ,.9--.51
.11 Pa WI 4103
Kik Devi Hi
15'-6' x 23'
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RAINIER
INDUSTRIES
18435 OLYMPIC AVE S
TUKWILA, WA 98188
(425)251 -1800
FAX(425)251 -5065
1(800)869 -7162
RAINIER INDUSTRIES, LTD. IS
AND IS PROTECTED BY
FEDERAL COPYRIGHT LAWS. ANY REPRODUCTION
OR CONSTRUCTION OF A DISPLAY PRODUCT
SIMILAR TO THE EMBODIED HEREIN IS EXPRESSLY
FORBIDDEN. SHOULD SUCH CONSTRUCTION OCCUR,
RAINIER INDUSTRIES IS DUE =1000. AS
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ALL RIGHTS RESERVED.
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EXHIBIT DATES: AUG. 23, 2003 - FEB. 1, 2004
ALL EXHIBITRY IS TEMPORARY AND WILL BE REMOVED AFTER
CLOSING DATE (2/1/04)
NO GRAPHIC PANEL IS TALLER THAN ?
NO FABRIC PANEL IS TALLER THAN 15' -6"
FABRIC PANELS TO BE ANCHORED AT FLOOR WITH 4 X 3"
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1 8435 OLYMPIC AVE S
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1(800)869-71 62
THIS
INDUSTRIES, D. IS
AND IS PROTECTED BY
FEDERAL COPYRIGHT LAWS. ANY REPRODUCTION
OR CONSTRUCTION OF A DISPLAY PRODUCT
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RAINIER INDUSTRIES IS DUE =1000.00 AS
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General Contractor:
8417 S. 23591 Pt. ttE304
Kent. WA 98031
p: 206.355.9862
1: 253.852.3129
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GENERAL NOTES
IMMO
1. All materials and workmanship shall conform to UBC 1997
edition.
2. All suspended channel- shaped beams shall be type
q
ERICO Eristrut or equal.
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3. All threaded rod hangers shall be of ASTM 36 steel.
4. All seismic sway bracing cable shall be type 1/8"dia. 1x19
strand core single strand wire rope with breaking strength
= 2100 lbs min. Install them snug, swedge each looped
end (typical throughout).
5. All seismic sway bracing connections shall be of a piece
of 3 -link chain with the center link fitted over the anchor
bolts as shown on details. The chain shall be 3/8" dia. hot
galvanized grade 40 High -Test Steel binding chain.
Workload limit = 5400Ibs. Inside link size: width:0.6 ";
length:I.3 ". Fasten center link with flat washer, heavy hex
nut and jam nut. (typ).
6. Bracing patterns shall be as follows:
a./ Along channel beams loaded with 60 #/ft longitudinal
cable "V "- braces shall spaced at 24'- 0 "o.c. maximum or
one "V" brace at each end of run whichever is smaller.
b./ Along channel beams loaded with 200 #/ft longitudinal
cable "V "- braces shall be at 6' -0" o.c. maximum.
7. Spacing of transverse (perpendicular) cable "V "- braces
Shall be at 6' -0" o.c. Maximum.(typical throughout)
8. Field installed expansion type anchor bolts shall be HILTI
9. I Wik bolts or equal. Size: %2 "dia with 31/2" embedment.
All manufactured items shall be handled and installed in
accordance with manufacturer's recommendations.
10. In no case shall channel beams subjected to eccentric
loading that would cause torsion.
STRUCTIMAL r F x ONLY
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