HomeMy WebLinkAboutPermit D14-0359 - BOEING #9-120 - ROOF HANDRAILBOEING #9-120
ROOF HANDRAIL
9725 E MARGINAL WAY S
D14-0359
City of Tukwila
Department of Community Development
joJ 6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
6 Phone:206-431-3670
Inspection Request Line: 206-438-9350
Web site: http://www.TukwilaWA.eov
Parcel No:
Address:
DEVELOPMENT PERMIT
0003400018
9725 E MARGINAL WAY S BLDG 9-120
Project Name: BOEING #9-120 ROOF HANDRAIL
Permit Number: D14-0359
Issue Date: 12/9/2014
Permit Expires On: 6/7/2015
Owner:
Name:
Address:
Contact Person:
Name:
Address:
Contractor:
Name:
Address:
License No:
Lender:
Name: THE BOEING COMPANY
Address: PO BOX 3707 M/C46-88 , SEATTLE,
WA, 98124
BOEING COMPANYTHE
PO BOX 3707 M/C 20-00 PROPERTY
TAX DEPT, SEATTLE, WA, 98124
JOHN S MURDOCH
PO BOX 3707 M/C 89-14 , SEATTLE,
WA, 98124
BOEING COMPANY, THE
100 N RIVERSIDE, M/C 5003-4027 ,
CHICAGO, IL, 60606-1596
BOEINC*294ML
Phone: (253) 657-0868
Phone: (312) 544-2535
Expiration Date: 1/18/2015
DESCRIPTION OF WORK:
INSTALL GUARDRAIL/HANDRAIL TO MATCH CURRENT SYSTEM
Project Valuation: $18,700.00
Type of Fire Protection: Sprinklers: YES
Fire Alarm: YES
Type of Construction: IIB
Electrical Service Provided by: TUKWILA FIRE SERVICE
Fees Collected: $791.10
Occupancy per IBC: B
Water District: TUKWILA
Sewer District: TUKWILA SEWER SERVICE,VALLEY VIEW
SEWER SERVICE
Current Codes adopted by the City of Tukwila:
International Building Code Edition:
International Residential Code Edition:
International Mechanical Code Edition:
Uniform Plumbing Code Edition:
International Fuel Gas Code:
2012
2012
2012
2012
2012
National Electrical Code:
WA Cities Electrical Code:
WAC 296-46B:
WA State Energy Code:
2014
2014
2014
2012
Public Works Activities:
Channelization/Striping:
Curb Cut/Access/Sidewalk:
Fire Loop Hydrant:
Flood Control Zone:
Hauling/Oversize Load:
Land Altering:
Landscape Irrigation:
Sanitary Side Sewer:
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Water Meter:
Volumes: Cut: 0 Fill: 0
Number: 0
No
Permit Center Authorized Signature:
Date:
1 hearby certify that 1 have read and •xamin•d this permit and know the same to be true and correct. All
provisions of law and ordinances gov ning his 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 re• ulating construction or the performance of work. 1 am authorized to sign and obtain this
developmen rermitI nd agree to the conditions attached to this permit.
Signature:
Print Nam
Date: Z;
This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if
the work is suspended or abandoned for a period of 180 days from the last inspection.
PERMIT CONDITIONS:
1: ***BUILDING PERMITCONDITIONS***
2: Work shall be installed in accordance with the approved construction documents, and any changes made
during construction that are not in accordance with the approved construction documents shall be
resubmitted for approval.
3: All permits, inspection record card and approved construction documents shall be kept at the site of work
and shall be open to inspection by the Building Inspector until final inspection approval is granted.
4: When special inspection is required, either the owner or the registered design professional in responsible
charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to
the first building inspection. The special inspector shall furnish inspection reports to the Building Official in
a timely manner.
5: A final report documenting required special inspections and correction of any discrepancies noted in the
inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the
approved special inspection agency and shall be submitted to the Building Official prior to and as a
condition of final inspection approval.
6: All construction shall be done in conformance with the Washington State Building Code and the
Washington State Energy Code.
7: VALIDITY OF PERMIT: The issuance or granting of a permit 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 ordinances of the City
of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other
ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction
documents and other data shall not prevent the Building Official from requiring the correction of errors in
the construction documents and other data.
8: Readily accessible access to roof mounted equipment is required.
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
1700 BUILDING FINAL**
4046 SI-EPDXY/EXP CONC
Y
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.TukwilaWA.gov
Building Permit No.��''
Project No.
Date Application Accepted:
Date Application Expires:
(For office use only)
CONSTRUCTION PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
' Applications will not be accepted through the mail or by fax.
**Please Print**
SITE LOCATION 9-izo
King Co Assessor's Tax No.: OW ViO —00 (r
Site Address: 9725 East Marginal Way So.
Tenant Name: The Boeing Company
Suite Number: 9-120 Floor: 3
PROPERTY OWNER
Name: The Boeing Company - John S. Murdoch
Address: P.O. Box 3707 M/C 46-88
City: Seattle State: WA Zip: 98124
CONTACT PERSON — person receiving all project
communication
Name: John S. Murdoch - The Boeing Company
Address: P.O. Box 3707 M/C 46-88
City: Seattle State: WA Zip: 98124
Phone: (253) 740-0214 Fax:
Email: john.s.murdoch@boeing.com
GENERAL CONTRACTOR INFORMATION
Company Name: The Boeing Company
Address: P.O. Box 3707 M/C 46-88
City: Seattle State: WA Zip: 98124
Phone: (253) 740-0214 Fax: (253) 657-0858
Contr Reg No.: BOEINC*294ML E.xp Date: 01 /18/2015
Tukwila Business License No.:
H:\AppIications\Forn-Applicationz On Litc12011 Applications\Pcrmil Application Revised - 8-9-11.doca
Revised: August 2011
bh
New Tenant: ❑ Yes. `'..No
ARCHITECT OF RECORD
Company Name: Z.G.F.
Architect Name: Todd Stine
Address: 925 4th Ave. Suite 2400
City: Seattle State: WA
Zip: 98104
Phone: (206) 521-3430 Fax:
Email:
ENGINEER OF RECORD
Company Name: Cofflnan Engineers
Engineer Name: Emery S. Ojala
Address: 1601 5th Ave Suite 900
City: Seattle State: WA
Zip: 98101
Phone: (206) 623-0717 Fax.
Email:
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27.095)
Name: The Boeing Company
Address: P.O. Box 3707 M/C 46-88
City: Seattle State: WA Zip: 98124
Page 1 of 4
BUILDING PERMIT INFORMATION_- 206 431 3670
Valuation of Project (contractor's bid price): $ 18,700
Describe the scope of work (please provide detailed information):
Install Guardrail/Handrail to match current system.
Will there be new rack storage? ❑ Yes
ls` Floor
Existing Building Valuation: $ 50,000,000
®.. No If yes, a separate permit and plan submittal will be required.
Provide A11 Building Areas in Square Footage Below
180,170
Interior Remodel:
Addition to '-
• Existing:' °r
Structure.
'Type of
Coiisfruction per
IBC
II-B
Type of
"Occuparcy,per
IBC,
B
73,700
.3"'.Floor
73,700
Floors ...thm ` r
Basement
Accessory Structure*
Attached Garage.':
Detached Garage
Attached Carport
Detached Carport,
CoveredDeck:.
Uncovered Deck:.
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 of 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 m No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ Sprinklers ❑ Automatic Fire Alarm ❑ None 0 Other (specify) On Roof
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes I No
If "yes', attach list of materials and storage locations on a separate 8-1/2 " x 11 "paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx
Revised: August 2011
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Page 2 of4
PUBLIC WORKS PERMIT INFORMATION — 206-433-0179
Scope of Work (please provide detailed information):
D.N.A.
Ca11 before you Dig: 811
Please refer to Public Works Bulletin #1 for fees and estimate sheet.
Water District -
❑ ...Tukwila ❑... Water District #125
❑ ...Water Availability Provided
Sewer District
❑ ...Tukwila
❑ ...Sewer Use Certificate
❑ .. Highline
❑.. Valley View ❑ .. Renton
❑ ... Sewer Availability Provided
❑ .. Renton
❑ .. Seattle
Septic Svstem:
❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved 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) ❑ .. Geotechnicai Report ❑ ... Traffic Impact Analysis
❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ... Hold Harmless — (SAO)
❑ ... Hold Harmless — (ROW)
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 cubic yards
❑ ...Total Fill cubic yards
❑ ...Sanitary Side Sewer
❑ ...Cap or Remove Utilities
❑ ...Frontage Improvements
D. .Traffic Control
❑ ...Backtlow Prevention - Fire Protection
Irrigation
Domestic Water
❑ .. Right-of-way Use - Profit for less than 72 hours
❑ .. Right-of-way Use — Potential Disturbance
❑ .. Work in Flood Zone
❑ .. Storm Drainage
❑ .. Abandon Septic Tank
❑ .. Curb Cut
❑ .. Pavement Cut
❑ .. Looped Fire Line
❑ .. Grease Interceptor
❑ .. Channelization
❑ .. Trench Excavation
❑ .. Utility Undergrounding
❑ ...Permanent Water Meter Size... WO #
❑ ...Temporary Water Meter Size.. WO #
❑ ...Water Only Meter Size WO # ❑ ...Deduct Water Meter Size
❑ ...Sewer Main Extension Public ❑ Private ❑
❑ ..Water Main Extension Public ❑ Private ❑
FINANCE INFORMATION
Fire Line Size at Property Line Number of Public Fire Hydrant(s)
❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment
Monthly Service Billing to:
Name: Day Telephone:
Mailing Address:
Water Meter Refund/Billing:
Name:
Mailing Address:
City
State Zip
Day Telephone:
City
State Zip
H:\Applications\Foraa-Applications on Lii \2011 Applications\Persnit Application Revised - 8-9-11.docx
Revised: August 201 I
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Page 3 of 4
PERMIT APPLICATION NOTES —
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 grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY • PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING'��1 cOTHO Z AGENT:
—
Signature! t
Print Name:
riV6 ewP�1Y
John S. Murdoch - The Boeing Company
Mailing Address:
P.O. Box 3707 M/C 46-88
Date: 11/17/2018
Day Telephone: (253) 740-0214
Seattle WA 98124
City State Zip
H:\Applications\Fortes-Applications On Line\2011 Applications\Permit Application Revised - g-9-11.docx
Revised: August 2011
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Page 4 of 4
Cash Register Receipt
City of Tukwila
DESCRIPTIONS ACCOUNT QUANTITY PAID
PermitTRAK $3,223.96
D14-0359 Address: 9725 E MARGINAL WAY S BLDG 9-120 Apn: 0003400018 $791.10
DEVELOPMENT $767.96
PERMIT FEE
R000.322.100.00.00
0.00
$462.70
PLAN CHECK FEE
R000.345.830.00.00
0.00
$300.76
WASHINGTON STATE SURCHARGE
B640.237.114
0.00
$4.50
TECHNOLOGY FEE $23.14
TECHNOLOGY FEE
R000.322.900.04.00
I 0.00
I $23.14
D14-0360 Address: 8701 E MARGINAL WAY S BLDG 14-01 Apn: 0007400033 $2,432.86
DEVELOPMENT $2,361.44
PERMIT FEE
R000.322.100.00.00
0.00
$1,428.45
PLAN CHECK FEE
R000.345.830.00.00
0.00
$928.49
WASHINGTON STATE SURCHARGE
B640.237.114
0.00
$4.50
TECHNOLOGY FEE $71.42
TECHNOLOGY FEE
TOTAL FEES PAID BY RECEIPT: R3584
R000.322.900.04.00 0.00 $71.42
$3,223.96
Date Paid: Monday, November 17, 2014
Paid By: JOHN S MURDOCH
Pay Method: CREDIT CARD 098246
Printed: Monday, November 17, 2014 4:23 PM 1 of 1
L9SYSTEMS
-r
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 5outhcenter 8ivd,, #100, Tukwila. WA 98188 (206) 431-3670
permit Inspection Request Line (206) 438-9350
Project Type of npecton: /
o e.-A4 ' - i ' ,i • , p.. A
Address: J
c5
p;4-o35
Special Instructians:
Date Caljed:
/<J /L/\d,
Date Wanted: _-
1- -/ p.m.
Requester:
Phone No:
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
f}eJ)':I ?t/4()
7
\\
c
Ins p&tor:
1 - •- Is
L REINSPECTION FEE REQIJ1RED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Catt to schedule reinspection.
FILE COPY
Permit No..._._.
BOEING
9-120 Siding Replacement
Seattle, Washington
Guard Rail at West Wall Parapet
STRUCTURAL CALCULATIONS
October 2014
CEI Project #13710
REVIEWED FOR
CODE COMPLIANCE
APPROVED
NOV 2 6 2014
City of Tukwila
BUILDING DIVISION
SEATTLE ANCHORAGE BAYAREA GUAM HONOLULU LOSANGELES SPOKANE
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Company
Spedlier
Address:
Phone 1 Fax:
E-Mail:
Page:
Pmjecit; Boeing 9-120
Sub -Project I Pos. No.: West Weli Guard ReA
Date: 10/24/2014
1
Specifler's comment,:
1 Input data
Anchor type and diameter:
Effective embedment depth:
Meteriai:
Evaluation SeMce Report:
issued i Vend:
Proof
Standoff Installation:
ProfUe:
Base materiel:
Reinforcement:
Kwik Bolt TZ - CS 518 (3118)
h.r = 3.125 in., h,..,,, = 3.583 In.
Carbon Steei
ESR-191T
5/1R01315/112015
design method ACI 3181 AC193
- (Recommended plate thickness: not calculated)
no profile
cracked concmta, 2500, f' = 2500 psi; h = 5.000 in.
tension: condition B, shear. condition B; no suppiementai splitting reinforcement present
edge reinforcement: none or < No. 4 bar
Seismic loede (cat. C, D, E, or F) no
Geometry (ln j 8 Loading pb, in.lb]
z
tnpot dera and maid b mat b. dmdted for apnee.,.M.an, ei. a tkp as cns and br ptaa IM
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Specifler
Address:
Phone 1 Fax:
E-Mall:
I
Page:
Project
Sub -Project 1 Pos. No.:
Date:
Profls Anchor 2.4.9
2
Boeing 9-120
West wall Guard Rall
10/24/2014
2 Load case!Resulting anchor forces
Loed case: Design loads
Anchor reaeltons [fb]
Tendon tome: (+Tension, -Compresslon)
Anchor Tension force Shear force
1 25b0 1000
max. ooncrote compressive straln:
max. concrete compresslve stress:
muting tension force In (x/y) (O.000I0.000):
resulting oompresslon force In (x/y) (0.000/0.000): 0 (lb]
3 Tenslon load
Steel Strength*
Pullout Strength•
Concrete Breakout Strength*'
• anchor having the highest loading
3.1 Steel Strength
NM = ESR value
4 N.t,.t t N,-
load N,- ]Ib]
2500
N/A
2500
*•enhor group (anchors In tension)
refer to ICC-ES ESR-1917
ACI318-08 Eq.(D-1)
Vartabes
n A», II M•21
1 0.16 106000
calculeftons
N« (Ibl
17170
Rssuttu
Nr. (bl
17170
�0
4 N.I+bI Nu.Iibl
1�877 2500
Shear force x Shear force y
1000 0
-(mil
-ill
0 (Ib)
Capacltr (Ib)
1'181
NIA
3052
UBI izst1on Oµ - NJ+N„
N/A
82
Status
OK
N/A
OK
Input data and rawN mwt bra d+ed ed for apeam&t w5 toe d,* cmddcns and tar pW-bittyt
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Phone 1 Fax:
E-Mail:
I
Page:
Project
Sub -Project I Pos. No.:
Date:
Profis Anchor 2.4.9
3
Boeing 9-120
west wall Guard Ralf
10i24(2014
3.2 Concrete Breakout Strength
N`e = (r�eO) Ww.N WaN Wa N Ne
0 N,a 2 N,.
A eee ACI 318-08, PartD.5.2.1, Fig. RD.5.2.1(b)
AN = 9 hw
1
WeaN = l 1 ) 51.0
3 hr
Wed.N 0.7+0.3 (1 5h«)s 1.0
W =MAX(E,tc.c�)s1.0
Ne 'Ice Jt 'I h;rs
Variables
h,r (M-1
3.125
6.500
CalculaUone
ANC M•�1
87.89
ResuNe
Nth jib)
4696
ec N (in.]
0.000
ko
17
Aran M•�1
57.89
4.630
eel, jin.)
0.000
W.c1M
000
3052
ACI 318-08 Eq. (D-4)
ACI 318-08 Eq. (D-1)
ACI 318.08 Eq. (D-0)
ACI 318.08 Eq. (D-e)
ACI 318-08 Eq. (D-11)
ACI 318.08 Eq. (D-13)
ACI 318-08 Eq. (D-7)
�.io1
8 .o000
4 (psij
2500
1.000
N1e pb)
2500
tod0
1.000
Ne (Ib1
4696
Input de9e ens bulb must be died d for II the ex tk+p ► pbwblkpA
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1
Page: 4
Project Boeing 9-120
Sub -Project 1 Pos. No.: West Wa11 Guard Rall
Date: 10124/2014
4 Shear load
Load Vr„ pb) Capacity;;V„ pb) Utllisagon v a VJ4V„ Status
Steel Strength1000 5259 20 OK
Steel fature (with lever armp WA WA NIA WA
Pryout Strength" 1000 6574 18 OK
Concrete edge tedlure In direction y+" 1000 4879 21 OK
• anchor having the highest loading "anchor group (relevani anchors)
4.1 Steel Strength
V„ = ESR value refer to iCC-ES ESR-1917
• V, 2 V,,, ACI 318-08 Eq. (D-2)
Variables
^ A,.v P^•�1 iw (Ps11
1 0.16 106000
Catculatlons
Va Pb1
8091
Ruulfs
V„ [ib] ¢.s„r + V„ [ib] V(Ibj
8091 0.650 5259 1000
4.2 Pryout Strength
VW v.d.N Vc.N Nb,
gvcxvw
Asee ACI 318-08, PartD.5.2.1, Fig. RD.5.2.1(b)
AN,o = 9 h;r
1
W.�+s = 1 2 51.0
3 hw
W,a$=0.7+0.3(,s1.0
W� N = MAX(, 1.0
csc
ACI 318-08 Eq. (0-30)
ACI 318-08 Eq. (0•2)
ACI 318-08 Eq. (D-0)
ACI 318-08 Eq. (0-9)
ACI 318-08 Eq. (0-11)
ACI 318-08 Eq. (D-13)
ACI 318-08 Eq. (0-7)
Variables
h1 N+•1 ec1.N P^•1 ee2 N M•1 c. , P^•1
Z 3.125 0.000 0.000 8.000
1.000 8.500 17 1 2500
Calculetbns NN
A, [M.nNb 2j As,,a ^•21 Is yIid.N yyrroc1.000 4898]
87.89 87.89 1.000 1.000 1.000
Results
V[ib] • V,v [ib] Vs [ib]
9391 0.700 8574 1000
hipul d,b and »sulb neat b. drocked for a I.rnen1 wNh tlr..* iq ccnd lhi .. wrd br pIuuslbI,1
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Spedfler
Address:
Phone 1 Fax:
E-Mail:
j
Page: 5
Project Boeing 9-120
Sub -Project 1 Pos. No.: West Well Guard Raf
Date: 10/24/2014
4.3 Con rsts ejdge fallure In dlrecllon y+
Vm — \ / Wsd.v Wav Wv WP.* V Vb
+Vd,2V,�
Ava see ACI 318-08, Part 0.6.2.1, Fig. RD.6.2.1(b)
A4.5 c,
1
Wav= 1+2q F51.0
3c.,
W.d.v a 0.7 + 0.3(T_) S 1.0
WM1v+, 21.0
Vb a (7 (a) Vim) �. VTa c:
a
ACI 318-08 Eq. (D-21)
ACI 31808 Eq. (D-2)
ACI 318.08 Eq. (D-23)
ACI 318-08 Eq. (D-28)
ACI 318.08 Eq. (D-28)
ACI 318.08 Eq. (D-29)
ACI 318-08 Eq. (0-24)
Variables
c., nn•1 cn (n.1 ea„ P►+•1 Wav he Dn•1
6.000 6.000 0.000 1.000 5.000
I M.1 de Pn.1 fa [ps9 v
3.125 1.000 0.625 2500 2.000
Csiculatlons
Ava [in•1 Aveo Dn.1 W.av Vb hb)
75.00 162.00 1.000 1000 .342 5811
Results
V, nbl 4r. 4 Vm Ob1 V,, 11b1
6970 0.700 4879 1000
5 Combined tension and shear loads
lltllizatlon j)Kv [%1 Status
0.819 0.205 5/3 79 OK
6 Warnings
• Load re-dlsfrlbutlons on the anchors due to elastic detormatlons of the anchor plats are not considered. The anchor piste Is assumed to be
sufnctenty stiff, in order not to be deformed when subjected to the loadingl
• Condltlon A applies when supplementary relnforoement Is used. The m factor is increased for non -steel Design Strengths except Pullout
Strength and Pryout strength. CondWon B applies when eupplementary relnforcement Is not used and for Pullout Strength and Pryout
Strength. Refer to your local standard.
• Refer to the manufacturer's product llterature for cleaning and Installatlon Instnxxlons.
• Cheddng the trensfer of loads into the base rnatedal and the shear reslstance are requlred In acoordance with ACI 318 or the relevant
standard)
Fastening meets the design criteria!
Input d w clod r.rfb mwt b. dr/dte0 (Or apresnm1 WIN me exMkg u m ams e d for p3aM4i
PROF1S Andior ( c ) 2003-2005 H5t AO, F14454 $di i HOt Is e rs s..d Tredsnrt or H5 A0. Sd,esi
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Project
Sub -Project 1 Poa. No.:
Date:
Profis Anchor 2.4.9
6
Boeing 9-120
west wall Guard Rall
10/24/2014
7 Installation data
Anchor plate. steel: -
Proflte:
Hola diameter In the fbdure: -
Plate thickness (Input): -
Recommended plate tickness: -
Cieantng: Manual cleaning of tha drilled hole according to Instruction
Coordlnatss Mchor In.
Anchor x y c. c., c c.y
1 0.000 0.000 6.000 - 60.000 6.000
Anchor type and diameter. Kwlk Bolt TZ - CS 5/8 (31/8)
Inetaliation torque: 720.001 In.lb
Hole diameter In the base matertal: 0.625 In.
Hole depth In the base matertal: 3.750 In.
Minimum thickness of the base matedal: 5.000 In.
for use Is required.
8 Remarks; Your Cooperatlon Duties
• Arty and all Infomratlon and data contained In tha Software concem solely the use of Hilti products and are based on the pdndpies, formulas
and security regulations In accordance with Hltti's technical directions and operating, mounting and assemby Insbuctbns, ate., that must be
strlctly complied with by tha user. All figures contained therein are average figures, and therefore use-spedtic teats are to be conducted
prior to using the relevant Hlltl product The results of the catculatlons carded out by means of the Software are based essentlaly on the
data you put In. Tharefore, you bear the sole responslblltty for the ebsence of arrors, tha completeness and the relevance of tha data to be
put in by you. Moreover, you bear sole responsiblllty for heving the results of the calculation tedwd and deared by an expert, parrkulary
wlth regard to compliance with appiicabta nouns and permits, prlor to using tham for your specific facility. The Software serves only as an
aid to tnterpret nouns and pennNs without any guarentee as to tha absence of arrors, the correcbteas and the relevance of the results or
sultablliy for a spec lflc eppllcation.
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bput de a snd nwuka nest be dsd�ad rar.are.nrnk win *be amm�ar and rar P
PROFIS Mdwr( c) ZDO3.2005 HOtl A0 FL e4e4 adren I b b a •epWnd Tndsn t or Hie Aq 9dmn
PERMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D14-0359 DATE: 11/17/2014
PROJECT NAME: BOEING #9-120 ROOF HANDRAIL
SITE ADDRESS: 9725 EAST MARGINAL WY S
X Original Plan Submittal
Response to Correction Letter #
Revision # before Permit Issued
Revision # after Permit Issued
DEPARTMENTS:
�5
Building Division
Public Works
Fire Prevention ® Planning Division
Structural
LI
Permit Coordinator
PRELIMINARY REVIEW:
Not Applicable ❑
(no approval/review required)
DATE: 11/18/14
Structural Review Required
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS: DUE DATE: 12/16/14
Approved
Corrections Required
n
(corrections entered in Reviews)
Approved with Conditions
Denied
(ie: Zoning Issues)
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Stafflnitials:
ivisrzoi3
BOEING COMPANY, THE
Page 1 of 10
Washington State Departirpent of
Labor & Industries
BOEING COMPANY, THE
Owner or tradesperson
MCNERNEY, W (JAMES)
Principals
MCNERNEY, W (JAMES), PRESIDENT
LOHR, MICHAEL, SECRETARY
WOLTER, CHRISTOPHER, TREASURER
READ, PAUL, SECRETARY
(End: 02/07/2013)
SHRONTZ, F A, SECRETARY
(End: 02/07/2013)
GIVAN, B E, SECRETARY
(End: 02/07/2013)
KING, C G, SECRETARY
(End: 02/07/2013)
BEIGHLE, D P, TREASURER
(End: 02/07/2013)
COLLINS, T J, TREASURER
(End: 02/07/2013)
BUDINICH, T M, TREASURER
(End: 02/07/2013)
WOODARD, R B, TREASURER
(End: 02/07/2013)
CRUZE, D D, TREASURER
(End: 02/07/2013)
CONDIT, P M, TREASURER
(End: 02/07/2013)
Doing business as
BOEING COMPANY, THE
WA UBI No.
178 005 030
100 N RIVERSIDE
CHICAGO, IL60606-1596
312-544-2535
Business type
Corporation
License
Verify the contractor's active registration / license / certification (depending on trade) and any past violations.
Construction Contractor
Active.
Meets current requirements.
License specialties
https://secure.lni.wa.gov/verify/Detail.aspx?UBI=178005030&LIC=BOEINC*294ML&SAW= 12/09/2014
BOEING COMPANY, THE
GENERAL
License no.
BOEINC*294ML
Effective — expiration
07/13/1971— 01/18/2015
Bond
FEDERAL INS CO
Bond account no.
81312466
$12,000.00
Received by L&I Effective date
01114/2002 01/01/2002
Expiration date
Until Canceled
Insurance
Ace American Insurance Company $10,000,000.00
Policy no.
HD0G27337181
Received by L&I Effective date
10/02/2014 10/01 /2014
Expiration date
10/01 /2015
Insurance history
Savings
No savings accounts during the previous 6 year period.
Lawsuits against the bond or savings
No lawsuits against the bond or savings accounts during the previous 6 year period.
L&I Tax debts
Page 2 of 10
No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts
may be recorded by other agencies.
License Violations
No license violations during the previous 6 year period.
Workers' comp
Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums.
This company has multiple workers' comp accounts.
Active accounts
L&I Account ID
700,216-00
Doing business as
BOEING COMPANY THE
Estimated workers reported
N/A
L&I account representative
(360)902-4817
Self Insured.
This business is certified to cover its own
workers' comp costs. No premiums due.
https://secure.lni.wa.gov/verify/Detail.aspx?UBI=178005030&LIC=BOEINC*294ML&SAW= 12/09/2014