HomeMy WebLinkAboutPermit D15-0255 - ENTERPRISE INSTALLATION - GARAGE DOORENTERPRISE
INSTALI.AT'ION INC
4457 S 134 PL
D15-0255
.R
City of Tukwila
• Department of Community Development
• 6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Inspection Request Line: 206-438-9350
Web site: http://www.TukwilaWA.gov
DEVELOPMENT PERMIT
Parcel No: 2613200084 Permit Number: D15-0255
Address: 4457 S 134TH PL BLDG C Issue Date: 11/10/2015
Permit Expires On: 5/8/2016
Project Name: ENTERPRISE INSTALLATION INC
Owner:
Name:
REALTY ASSOCIATES FUND X LP
Address:
1301 DOVE ST#860, NEWPORT
BEACH, WA, 92660
Contact Person:
Name:
STEPHEN SNEE
Address:
4459 S 134 PL, TUKWILA, WA, 98168
Contractor:
Name:
CRESSY DOOR CO INC
Address:
PO BOX 55549, SHORELINE, WA,
98155
License No:
CRESSDC370NT
Lender:
Name:
SELF FUNDED - STEPHEN SNEE
Phone: (206) 730-6648
Phone: (206) 632-0533
Expiration Date: 11/25/2016
Address: , , ,
DESCRIPTION OF WORK:
CHANGE EXISTING GARAGE DOOR FROM 9' X 9' TO 14' X 10'. CUT OUT 5 FT OF CONCRETE PANELING ABOVE
EXISTING OPENING, CUT OUT 1 FT TO THE SIDE OF THE OPENING. REINFORCE WITH STEEL CHANNEL
Project Valuation: $8,250.00 Fees Collected: $457.90
Type of Fire Protection: Sprinklers: YES
Fire Alarm:
Type of Construction: Occupancy per IBC:
Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: 125
Sewer District: TUKWILA SEWER SERVICE,VALLEY VIEW
SEWER SERVICE
Current Codes adopted by the City of Tukwila:
International Building Code Edition:
2012
National Electrical Code:
2014
International Residential Code Edition:
2012
WA Cities Electrical Code:
2014
International Mechanical Code Edition:
2012
WAC 296-4613:
2014
Uniform Plumbing Code Edition:
2012
WA State Energy Code:
2012
International Fuel Gas Code:
2012
Public Works Activities:
Chan neIization/Striping:
Curb Cut/Access/Sidewalk:
Fire Loop Hydrant:
Flood Control Zone:
Hauling/Oversize Load:
Land Altering: Volumes: Cut: 0 Fill: 0
Landscape Irrigation:
Sanitary Side Sewer: Number: 0
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Water Meter: No
Permit Center Authorized Signature:I 1�l�lw Date: I ��
I hearby 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 per does not presume to give authority to violate or cancel the provisions of any other
state or local laws reg ating,5c9 struc or the performance of work. I am authorized to sign and obtain this
development permi n ag e to th nditions tached to this permit.
Signature: Dat
el/—
Print Name:i`i"-
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 PERMIT CONDITIONS'
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: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap
the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks,
wells, and other excavations. Final inspection approval will be determined by the building inspector based
on satisfactory completion of this requirement.
All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center.
9: 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.
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
1700 BUILDING FINAL"
4046 SI-EPDXY/EXP CONC
CITY OF TM, .L A
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
hitp://www.TukwilaWA.jzov
Building Permit No.
—0; �_7S
Project No. Date Application Accepted: '7nn -'10-1 S_
-1S_
Date Application Expires: 0
use
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 A/A/' .,/ S 1,3
King Co Assessor's Tax No.:
Site Address: y �4. %2ts�fCo� Suite Number: Floor:
Tenant Name:�`�f�✓ ��✓ New Tenant: ❑ .....Yes No
PROPERTY OWNER
Name:
Address: Ar S
City: (�`r�C� State: W/4 Zip: %Gl�a�1
CONTACT PERSON — person receiving all project
communication
Name S�
16
Address. �` l�9 X / Sy
City: .1Wz.e,1L1q- Stater Zip:lof
Phone:2,>6 .3c, �6Zg Fax:_1114, W 0
Email: 0^177f, pMJC INJTX t.0 A4
GENERAL CONTRACTOR INFORMATION
Company Name: Ess
t?t)2
Address: -z
�T
City: �firj_
State: w,4 Zip: 0�03
Phone: Z5-� A _ ,1
F x: Z513 ! O
Contr Reg No.: X 7-3 F 01
C P, r Exp Date:
96
Tukwila Business License No.:
ARCHITECT OF RECORD
Company Name:
Architect Name:
Address:
City: State: Zip:
Phone: Fax:
Email:
ENGINEER OF RECORD
Company Name:
Engineer Name:
Address: /80 �i��G�✓ :S'� �//r
City: <�% T2� State A ' Zip: 5;1
Phone: Zc>6 /Fax:
Email:
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27.095)
Name:
Address: It XSY ii
City: A v4e, State: A), Zip: 8oz/
i nm
H:Wpplications\Forms-Applications On Line\2012 ApplicationsTermit Application Revised - 2-7-12.docx
Revised: February 2012
Page 1 of 4
BUILDING PERMIT INFORMATI( . 206-431-3670
Valuation of Project (contractor's bid price): $ 8Z66- s Existing Building Valuation: $
Describe the scope of work (please provide detailed information):
� r ovf 5r 6� C�/✓L� %-�-i.,.� /��'y✓� �act.�7��G G��i/i�c/�,
!/ /1J ! &,�O /V fr (.y i/�% .. �F IV �L CC- A)1 / �
Will there be new rack storage? ❑ .... Yes [9/No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
1" Floor
2 nd Floor
3rd Floor
Floors thru
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
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 ❑ .......No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
...... Sprinklers ❑ .......Automatic Fire Alarm El ....... 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 8-112" 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:IApplications\Forms-Applications On Line\2012 ApplicationsTermit Application Revised - 2-7-12.docx
Revised: February 2012 Page 2 of 4
WORKS PERMIT INFC .ATION — 206-433-0179
Scope of Work (please provide detailed information): LAzAn.6E" iX '� 67'w�'�5- V"o
/Ge�l'v�C 4J17W ,f'.rps'(_
Call before you Dig: 811
Please refer to Public Works Bulletin #1 for fees and estimate sheet.
W r District
9.. Tukwila ❑ ... Water District # 125 ❑ ... Highline ❑. Renton
❑ .. Water Availability Provided
Sewer District
. Tukwila ❑ ...Valley View El ... Renton ❑... Seattle
❑ .. Sewer Use Certificate ❑ ...Sewer Availability Provided
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.
Submitted with Application (mark boxes which apr
❑ .. Civil Plans (Maximum Paper Size — 22" x 34")
❑ .. Technical Information Report (Storm Drainage) El ... Geotechnical Report El.. Traffic Impact Analysis
❑ .. Bond ❑... Insurance ❑... Easement(s) El ... Maintenance Agreement(s) El.. 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 - Profit for less than 72 hours
❑ .. Right-of-way Use - No Disturbance ❑... Right-of-way Use — Potential 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
❑ .. Traffic Control
❑ .. Backflow Prevention - Fire Protection
Irrigation
Domestic Water
El ... Work in Flood Zone
El ... Storm Drainage
El ... Abandon Septic Tank
El ... Curb Cut
El ... Pavement Cut
El ... Looped Fire Line
❑ .. Permanent Water Meter Size (1)
WO # (2)
❑ .. Temporary Water Meter Size (1)
WO # (2)
❑ .. Water Only Meter Size...........
WO #
❑ .. Sewer Main Extension............ Public ❑
Private ❑
❑ .. Water Main Extension............ Public ❑
Private ❑
FINANCE INFORMATION
Fire Line Size at Property Line _
❑ .. Water ❑ .. Sewer
Monthly Service Billing to:
Name:
Mailing Address:
Water Meter Refund/Billinc:
Mailing
❑... Grease Interceptor
❑... Channelization
❑ ... Trench Excavation
El ... Utility Undergrounding
WO # (3) " WO #
WO # (3) WO #
El.. Deduct Water Meter Size "
Number of Public Fire Hydrant(s)
❑ .. Sewage Treatment
Day Telephone:
City
Day Telephone:
State Zip
City
State Zip
H:\Applications\Forms-Applications On Line\2012 ApplicationsTermit Application Revised - 2-7-12.docx
Revised: February 2012 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 OF PERJYRY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING
Signature:
Date:
Print Name: `� � � /� Jam✓ �1 � Day Telephone: �b 7-3O
Mailing Address: -�7 Yv IS, 13�1 "14 �C✓( g
City State Zip
H:Wpplications\Forms-Applications On Line\2012 ApplicationsTermit Application Revised - 2-7-12.docx
Revised: February 2012 Page 4 of 4
DESCRIPTIONS
PermitTRAK
ACCOUNT
QUANTITY
PAID
$457.90
D15-0255 Address: 4457 S 134TH PL BLDG C Apn: 2613200084
$457.90
DEVELOPMENT
$444.56
PERMIT FEE
R000.322.100.00.00
0.00
$266.70
PLAN CHECK FEE
R000.345.830.00.00
0.00
$173.36
WASHINGTON STATE SURCHARGE
B640.237.114
0.00
$4.50
TECHNOLOGY FEE
$13.34
TECHNOLOGY FEE
TOTAL'. •.
R000.322.900.04.00
0.00
$13.34
$457.90
Date Paid: Wednesday, September 30, 2015
Paid By: STEPHEN SNEE SR
Pay Method: CREDIT CARD 05824G
Printed: Wednesday, September 30, 2015 1:16 1 of 1 CR?w SY57EM5
PM
INSPECTION RECORD
Retain a copy with permit ✓/�
I CTION NO. PERM NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367
Permit Inspection Request Line (206) 438-9350 4
Pro"ect: -�
"
T of Insp tion:I r
Z
laz!!5
Date Called:
pe ial Instructions:
Date Wanted: / a.m
.m.
Requester:
Phone No:
ppraved per applicable codes. Corrections required prior to approval.
u paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION RE
Retain a copy with
IN CTION NO.
permit
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 SOuthcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit inspection Request Line (206) 438-9350
Proj - jam'
Is n` .>
Type of I spe do
Address: `y� �
Date Called:
Special Instructions:
Date Wanted: L1,6 P.M.
Requester:
Phone No:
proved per applicable codes. L]Corrections required prior to approval.
u paid at 6300 Southcenter Blvd.. Suite 100. Cali to schedule reinspection.
- 180 Nickerson St.
INC. Suite 302
Seattle, WA
98109
(206)285-4512(V)
(206) 285-0618(F)
AIL
STRUCTURAL CALCULATIONS
Expand Door Opening in Existing Tilt Up Building
Enterprise Installation
Fostoria Park Building C
4457 S 134' Place
Tukwila, WA
REVIEWED FOR
CODE COMPLIANCE
APPROVED
NOV 0 6 2015
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
SEP 3 0 201.5
PERMIT CENTER
V
Structural Engineers
�7
180 Nickerson St.
�C TE N G I N E E R I N G Suite 302
i N C. Seattle, WA
Project; Piz � 5, //VS7 �/f r`7o�✓ gate: �// �' 1/ 201 S' 98109
(zo o 285•4512
rnx:
Client: Page Number: (206) 285.0618
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Structural Engineers
Project: �1"I%&t01 - �S
Client:
•ey emAtl oven #4"j/ ogtmon i or- eq w-9-CO,1ve,
180 Nickerson St.
Suite 302
J
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Seattle, WA
98109
Date: ( 6
(206) 285-4512
PAX:
Page Number:
(206) 285.0618
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Structural Engineers
Title,Block Line 1 Project Title:
You can change this area Engineer: Project ID:
using the "Settings" menu item Project Descr:
and then using the "Printing &
Title Block" selection.
Title Block Line 6 Pdnted: 15 SEP 2015. 8:31AM
Steel Beam File = R:It52xx Enterprise InstallationslENGRIExpress.eo6
ENERCALC, INC.1983.2015, Build:6.15.7.8, Ver:6.15.7.8
r,rr
Description : beam at top of opening
CODE REFERENCES
Calculations per AISC 360-10, IBC 2012, ASCE 7-10
Load Combination Set: ASCE 7-10
Material Properties
Analysis Method: Allowable Strength Design
Beam Bracing : Completely Unbraced
Bending Axis: Major Axis Bending
Load Combination ASCE 7-10
D 0.804 S 0.3
I
Span = 10.0 ft
M13.75
Fy : Steel Yield : 50.0 ksi
E: Modulus: 29,000.0 ksi
Applied Loads
Service loads entered. Load Factors will be applied for calculations.
Beam self weight calculated and added to loading
Uniform Load : D = 0.8040, S = 0.30 k/ft,
Tributary Width =1.0 ft
DESIGN SUMMARY
'
•
Maximum Bending Stress Ratio =
_
0.931 : 1 Maximum Shear Stress Ratio =
0.128 : 1
iSection used for this span
C8x13.75
Section used for this span
C8x13.75
Ma : Applied
13.972 k-ft
Va : Applied
5.589 k
Mn / Omega: Allowable
15.011 k-ft
Vn/Omega : Allowable
43.545 k
Load Combination
+D+S+H
Load Combination
+D+S+H
Location of maximum on span
5.000ft
Location of maximum on span
0.000 ft
Span # where maximum occurs
Span # 1
Span # where maximum occurs
Span # 1
Maximum Deflection
Max Downward Transient Deflection
0.065 in Ratio =
1,846
Max Upward Transient Deflection
0.000 in Ratio =
0 <360
Max Downward Total Deflection
0.in Ratio =
49
Max Upward Total Deflection
0.000000 in Ratio =
0 0 <240
' - --
--
- `
Maximum Forces & Stresses for Load Combinations
-
Load Combination Max Stress
Ratios
Summary of Moment Values
Summary of Shear Values
Segment Length Span # M
V
Mmax + Mmax -
Ma - Max Mnx Mnx/Omega Cb Rm
Va Max
Vnx Vnx/Omega
+D+H
Dsgn. L = 10.00 ft 1 0.681
0.094
10.22
10.22 25.07 15.01 1.14 1.00
4.09
72.72
43.54
+D+L+H
Dsgn. L = 10.00 ft 1 0.681
0.094
10.22
10.22 25.07 15.01 1.14 1.00
4.09
72.72
43.54
+D+Lr+H
Dsgn. L = 10.00 ft 1 0.681
0.094
10.22
10.22 25.07 15.01 1.14 1.00
4.09
72.72
43.54
+D+S+H
Dsgn. L = 10.00 ft 1 0.931
0.128
13.97
13.97 25.07 15.01 1.14 1.00
5.59
72.72
43.54
+D+0.750Lr+0.750L+H
Dsgn. L = 10.00 ft 1 0.681
0.094
10.22
10.22 25.07 15.01 1.14 1.00
4.09
72.72
43.54
+D+0.750L+0.750S+H
Dsgn. L = 10.00 ft 1 0.868
0.120
13.03
13.03 25.07 15.01 1.14 1.00
5.21
72.72
43.54
+D+0.60W+H
Dsgn. L = 10.00 ft 1 0.681
0.094
10.22
10.22 25.07 15.01 1.14 1.00
4.09
72.72
43.54
+D+0.70E+H
Dsgn. L = 10.00 ft 1 0.681
0.094
10.22
10.22 25.07 15.01 1.14 1.00
4.09
72.72
43.54
+D+0.750Lr+0.750L+0.450W+H
Dsgn. L = 10.00 ft 1 0.681
0.094
10.22
10.22 25.07 15.01 1.14 1.00
4.09
72.72
43.54
+D+0.750L+0.750S+0.450W+H
Dsgn. L = 10.00 ft 1 0.868
0.120
13.03
13.03 25.07 15.01 1.14 1.00
5.21
72.72
43.54
+D+0.750L+0.750S+0.5250E+H
Dsgn. L = 10.00 ft 1 0.868
0.120
13.03
13.03 25.07 15.01 1.14 1.00
5.21
72.72
43.54
+0.60D+0.60W+0.60H
Dsgn. L = 10.00 ft 1 0.409
0.056
6.13
6.13 25.07 15.01 1.14 1.00
2.45
72.72
43.54
Title Block Line 1
Project Title:
You can change this area
Engineer:
Project ID:
using the "Settings" menu item
Project Descr:
and then using the "Printing &
Title Block" selection.
Title Block Line 6
Printed:15 SEP 2015, 8:31AM
Steel Beam
File=R:1152xxEnterprise lnstallationslENGRIExpress.ec6
ENERCALC, INC.1983.2015, Build:6.15.7.8, Ver.6.15.7.8
••
IMIN�.rr
Description : beam at top of opening
Load Combination
Max Stress Ratios
Summary of Moment Values Summary of Shear Values
Segment Length Span #
M
V
Mmax + Mmax - Ma - Max Mnx
Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega
+0.60D+0.70E+0.60H
Dsgn. L = 10.00 ft 1
0.409
0.056
6.13 6.13 25.07
15.01 1.14 1.00 2.45 72.72 43.54
Overall Maximum Deflections
Load Combination
Span
Max. "" Defl
_
Location in Span Load Combination
Max. "+" Defl Location in Span
+D+S+H
1
0.2421
5.050
0.0000 0.000
Vertical Reactions
Support notation : Far left is #1
Values in KIPS
Load Combination
Support 1
Support 2
Overall MAXimum
5.589
5.589
Overall MINimum
1.500
1.500
+D+H
4.089
4.089
+D+L+H
4.089
4.089
+D+Lr+H
4.089
4.089
+D+S+H
5.589
5.589
+D+0.750Lr+0.750L+H
4.089
4.089
+D+0.750L+0.750S+H
5.214
5.214
+D+0.60W+H
4.089
4.089
+D+0.70E+H
4.089
4.089
+D+0.750Lr+0.750L+0.450W+H
4.089
4.089
+D+0.750L+0.750S+0.450W+H
5.214
5.214
+D+0.750L+0.750S+0.5250E+H
5.214
5.214
+0.60D+0.60W+0.60H
2.453
2.453
+0.60D+0.70E+0.60H
2,453
2.453
D Only
4.089
4.089
Lr Only
L Only
S Only
1.500
1.500
W Only
E Only
H Only
Title Block Line 1 Project Title:
You can change this area Engineer: Project ID:
using the "Settings" menu item Project Descr:
and then using the "Printing &
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Title Block Line 6 Printed:15 SEP 2015, 2:29PM
Steel Column File = R:1152xx Enterprise InstallationsTNGRIExpress.ec6
ENERCALC, INC.1983-2015, Build:6.15.7.8, Ver.6.15.7.8
Description : strongback
Code References
Calculations per AISC 360-10, IBC 2012, CBC 2013, ASCE 7-10
Load Combinations Used : ASCE 7-10
General Information
Steel Section Name
Analysis Method :
Steel Stress Grade
Fy : Steel Yield
E : Elastic Bending Modulus
Load Combination :
HSS5x2-1/2x1/4 Overall Column Height 22.0 ft
Allowable Strength Top & Bottom Fixity Top & Bottom Pinned
Brace condition for deflection (buckling) along columns
42.0 ksi X-X (width) axis:
29,000.0 ksi Fully braced against buckling along X-X Axis
ASCE 7-10 Y-Y (depth) axis:
Fully braced against buckling along Y-Y Axis
Applied Loads Service loads entered. Load Factors will be applied for calculations.
Column self weight included : 249.262 Ibs' Dead Load Factor
BENDING LOADS ...
Lat. Uniform Load creating Mx-x, W = 0.110 k/ft
Lat. Uniform Load from 0.0-->14.0 ft creating Mx-x, E = 0.0250 k/ft
Lat. Uniform Load from 12.0-->22.0 ft creating Mx-x, E = 0.1250 k/ft
DESIGN SUMMARY
Bending & Shear Check Results
PASS Max. Axial+Bending Stress Ratio =
0.3960 : 1
Maximum SERVICE Load
Reactions . .
Load Combination
+D+0.60W+H
Top along X-X
0.0 k
Location of max.above base
10.926 ft
Bottom along X-X
0.0 k
At maximum location values are ...
Top along Y-Y
1.210 k
Pa: Axial
0.2493 k
Bottom along Y-Y
1.210 k
Pn / Omega: Allowable
78.970 k
Ma-x : Applied
3.993 k-ft
Maximum SERVICE Load
Deflections ...
Mn-x / Omega : Allowable
10.123 k-ft
Along Y-Y 2.150 in at
11.074 ft above base
for load combination:
W Only
Ma-y :Applied
0.0 k-ft
Mn-y / Omega: Allowable
6.183 k-ft
Along X-X
0.0 in at
0.0ft above base
for load combination
PASS Maximum Shear Stress Ratio =
0.02493 : 1
Load Combination
+D+0.70E+H
Location of max.above base
22.0 ft
At maximum location values are ...
Va : Applied
0.7541 k
Vn / Omega: Allowable
30.244 k
Load Combination Results
Maximum Axial + Bending Stress Ratios
Maximum Shear Ratios
Load Combination
Stress Ratio
Status Location
Stress Ratio
Status
Location
+D+H
0.003
PASS 0.00 ft
0.000
PASS
0.00 ft
+D+L+H
0.003
PASS 0.00 ft
0.000
PASS
0.00 ft
+D+Lr+H
0.003
PASS 0.00 ft
0.000
PASS
0.00 ft
+D+S+H
0.003
PASS 0.00 ft
0.000
PASS
0.00 ft
+D+0.750Lr+0.750L+H
0.003
PASS 0.00 ft
0.000
PASS
0.00 ft
+D+0.750L+0.750S+H
0.003
PASS 0.00 ft
0.000
PASS
0.00 ft
+D+0.60W+H
0.396
PASS 10.93 ft
0.024
PASS
0.00 ft
+D+0.70E+H
0.322
PASS 13.44 ft
0.025
PASS
22.00 ft
+D+0.750Lr+0.750L+0.450W+H
0.297
PASS 10.93 ft
0.018
PASS
0.00 ft
+D+0.750L+0.750S+0.450W+H
0,297
PASS 10.93 ft
0.018
PASS
0.00 ft
+D+0.750L+0.750S+0.5250E+H
0.242
PASS 13.44 ft
0.019
PASS
22.00 ft
+0.60D+0.60W+0.60H
0.395
PASS 10.93 ft
0.024
PASS
0.00 ft
+0.60D+0.70E+0.60H
0.322
PASS 13.44 ft
0.025
PASS
22.00 ft
Title,Block Line 1
Project Title:
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Engineer:
Project ID:
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Title Block Line 6
Printed: 15 SEP 2015, 2:29PM
Stee I Column
File = R:1152xx Enterprise Installatlons\ENGRIExpress.ec6
ENERCALC,
INC.1902015, Build:6.15.7.8, Ver:6.15.7.8
r.rr
Description : strongback
Maximum Reactions
Note:
Only non -zero reactions are listed.
X-X Axis Reaction
Y-Y Axis Reaction
Axial Reaction
Load Combination
@ Base
@ Top
@ Base
@ Top
@ Base
+D+H
k
k
0.249 k
+D+L+H
k
k
0.249 k
+D+Lr+H
k
k
0.249 k
+D+S+H
k
k
0.249 k
+D+0.750Lr+0.750L+H
k
k
0.249 k
+D+0.750L+0.750S+H
k
k
0.249 k
+D+0.60W+H
k
-0.726
0.726 k
0.249 k
+D+0.70E+H
k
-0.366
0.754 k
0.249 k
+D+0.750Lr+0.750L+0.450W+H
k
-0.545
0.544 k
0.249 k
+D+0.750L+0.750S+0.450W+H
k
-0,545
0.544 k
0.249 k
+D+0.750L+0.750S+0.5250E+H
k
-0.274
0.566 k
0.249 k
+0.60D+0.60W+0.60H
k
-0.726
0.726 k
0.150 k
+0.60D+0.70E+0.60H
k
-0.366
0.754 k
0.150 k
D Only
k
k
0.249 k
Lr Only
k
k
k
L Only
k
k
k
S Only
k
k
k
W Only
k
-1.210
1.210 k
k
E Only
k
-0.523
1.077 k
k
H Only
k
k
k
Maximum Deflections for Load Combinations
Load Combination
Max. X-X Deflection
Distance
Max. Y-Y Deflection
Distance
+D+H
0.0000
in
0.000
ft
0.000
in
0.000
ft
+D+L+H
0.0000
in
0.000
ft
0.000
in
0.000
ft
+D+Lr+H
0.0000
in
0.000
ft
0.000
in
0.000
ft
+D+S+H
0.0000
in
0.000
ft
0.000
in
0.000
ft
+D+0.750Lr+0.750L+H
0.0000
in
0.000
ft
0.000
in
0.000
ft
+D+0.750L+0.750S+H
0.0000
in
0.000
ft
0.000
in
0.000
ft
+D+0.60W+H
0.0000
in
0.000
ft
1.290
in
11.074
ft
+D+0.70E+H
0.0000
in
0.000
ft
0.977
in
11.664
ft
+D+0.750Lr+0.750L+0.450W+H
0.0000
in
0.000
ft
0.967
in
11.074
ft
+D+0.750L+0.750S+0.450W+H
0.0000
in
0.000
ft
0.967
in
11.074
ft
+D+0.750L+0.750S+0.5250E+H
0.0000
in
0.000
ft
0.733
in
11.664
It
+0.60D+0.60W+0.60H
0.0000
in
0.000
ft
1.290
in
11.074
ft
+0.60D+0.70E+0.60H
0.0000
in
0.000
ft
0.977
in
11.664
It
D Only
0.0000
in
0.000
ft
0.000
in
0.000
ft
Lr Only
0.0000
in
0.000
ft
0.000
in
0.000
ft
L Only
0.0000
in
0.000
ft
0.000
in
0.000
ft
S Only
0.0000
in
0.000
ft
0.000
in
0.000
ft
W Only
0.0000
in
0.000
It
2.150
in
11.074
ft
E Only
0.0000
in
0.000
ft
1.396
in
11.664
ft
H Only
0.0000
in
0.000
ft
0.000
in
0.000
ft
Steel Section Properties :
HSS5x2-112x114
Title, Block Line 1
You can change this area
using the "Settings" menu item
and then using the "Printing &
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Title Block Line 6
Steel Column
Description : strongback
Steel Section Properties :
HSS5x2-112x114
Depth =
5.000 in
I xx
S xx
Width =
2.500 in
R xx
Wall Thick =
0.250 in
Zx
Area =
3.140 in12
Iyy
Weight =
11.330 plf
S yy
R yy
Zy
Ycg =
0.000 in
o
o --
x
Y
2.50in
Project Title:
Engineer: Project ID:
Project Descr:
Printed:15 SEP 2015, 229PM
File = R:1152xx Enterprise InstallationsIENGR1Express.e06
ENERCALC, INC.1983-2015, Build:6.15.7.8, Ver:6.15.7.8
= 9.40 in^4 J = 7.930inA4
= 3.76 inA3 Cw = 4.99 inA6
1.730 in
= 4.830 inA3
= 3.130 in"4 C = 4.990 inA3
= 2.500 in^3
0.999 in
= 2.950 inA3
M-x Loads
i
i
i
i
N' b.t]klf
Ni
II —�
.I —y
L�
N
_' I
�I
I
i
Iae n'nmliu '�_.�
Loads are total entered value. Arrows do not reflect absolute direction.
PERMIT COOK® COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D15-0255
DATE: 09/30/15
PROJECT NAME: ENTERPRISE INSTALLATION INC
SITE ADDRESS: 4457 S 134 PL
X Original Plan Submittal
Response to Correction Letter #
DEPARTMENTS:
A-T
Building Division
Public Wo IA
PRELIMINARY REVIEW:
Not Applicable ❑
(no approval/review required)
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS:
Approved ❑
Corrections Required ❑
(corrections entered in Reviews)
Notation:
REVIEWER'S INITIALS:
Revision # before Permit Issued
Revision # after Permit Issued
MA �k III
Fire Prevention
Structural ❑
VL- A11A 10-1-1s
Planning Division a
Permit Coordinator
DATE: 10/01/15
Structural Review Required ❑
f97:v4Iis
DUE DATE: 10/29/15
Approved with Conditions ❑
Denied ❑
(ie: Zoning Issues)
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
12/18/2013
CRESSY DOOR CO INC
Page 1 of 2
OnWashington State Department of
Labor & Industries
CRESSY DOOR CO INC
Owner or tradesperson
Principals
WITTERS, RICHARD W
FERRER, R GEORGE
Doing business as
CRESSY DOOR CO INC
WA UBI No.
578 049 740
License
Home lnicio en Espanol Contact Search L&I L
A Index Help My Secure L,&I
Safety Claims & Insurance Workplace Rights Trades & Licensing
PO BOX 55549
SHORELINE, WA 98155
206-632-0533
KING County
Business type
Corporation
Verify the contractor's active registration / license / certification (depending on trade) and any past violations.
Construction Contractor Active.
.................................................. _............
Meets current requirements.
License specialties
GENERAL
License no.
CRESSDC370NT
Effective — expiration
08/30/1963-11/2512016
Bond
..............._
OLD REPUBLIC SURETY CO
$12,000.00
Bond account no.
YLI244969
Received by L&I
Effective date
11/21/2007
01/01/2003
Expiration date
Until Canceled
Insurance
......... _ .................
American Fire & Casualty Co
$1,000,000.00
Policy no.
BKA56806656
Received by L&I
Effective date
09/11/2015
09/12/2016
Expiration date
09/1212016
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
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.
htti)s:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=578049740&LIC=CRESSDC37ONT&SAW= 11/10/2015
__.�.�✓ I VI\
CODE COMPLIANCE
pj hanicat
E6�:ricai
9 Plumbing
P Gus Piping
at of T0,,wila
PIVISION
NEW C8x13.7
NEW SIMPSON TITEN—HD AT 24"OC
EMBEDMENT 4'
0
N NEW OPENING
SCALE: 3/4' = 1'-0"
TYPICAL CHANNEL SCALE:1"=60'
1� AT TOP OF OPENING 2�
REVISIONS the scope
4 F rric, approvt 1 of
10 11j"ding Qivision1
rco
p':!n submittal
adifionei F �:n 1,01;ew fcss. l
INC.
Structural Engineers
180 Nickerson Street Suite 302 Seattle, NA 98109
206.285.4512 (V) 206.285.0618 (F)
NSTALLATIONS
ZK BUILDING 'C"
i PL
98168
AREA OF WORK.
TER
BUILDING PLAN
GOOSIC ea&E feet
SCALE: NONE Permit No.
nk - lld_��
F�lIan review approval is subject to errors an+��TE"iePtAN
9pproval of construad..
'documents does not authorize
the violation of anyd r ordinance. Receipt
of approved Field itions is acknowledged:
City of 'is�
BUILDING I IkNt� �.
PROJECT NAME Enterprise Installation —Fostoria Park Bldg. "C"
4459 S 134th PI Tukwila, WA 98168
DATE 09/24/15
Id
PROJECT NO.
SCALE
PAGE:
NOV 0 6 2015
iT
City of Tukwila
m2000
'600 RECEIVED?
CITY OF TUKWIL/
SEP 3 0 2015
CENTER
15241
AS NOTED
S1.0
STRUCTURAL NOTES
01000. GENERAL REQUIREMENTS
THE STRUCTURAL NOTES SUPPLEMENT THE PLANS AND SPECIFICATIONS. ANY
DISCREPANCY FOUND BETWEEN THE DRAWINGS, NOTES, SPECIFICATIONS, SITE CONDITIONS,
AND ARCHITECTURAL PLANS SHALL BE REPORTED TO THE ARCHITECT WHO SHALL
CORRECT THE DISCREPANCY IN WRITING. ANY WORK COMPLETED AFTER DISCOVERY OF
THE DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK. REFER TO
ARCHITECTURAL PLANS FOR OPENINGS, ARCHITECTURAL TREATMENTS, AND DIMENSIONS
NOT SHOWN. CONSULT MECHANICAL PLANS FOR DUCTS AND PIPES ETC. NOT SHOWN.
THE CONTRACTOR SHALL PROVIDE BRACING AND SUPPORT REQUIRED FOR TEMPORARY
CONSTRUCTION LOADS AND FOR STRUCTURAL COMPONENTS AS REQUIRED DURING
ERECTION. BACKFILL BEHIND WALLS SHALL NOT BE PLACED UNTIL THE WALLS ARE
PROPERLY SUPPORTED.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL WORK. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE EXCAVATION,
SHORING, AND OTHER WORK WITH ALL UTILITIES AND ADJACENT PROPERTIES. CALL THE
UTILITY LOCATE SERVICE PRIOR TO ANY WORK AT 1-800-424-5555.
011M. CODE REQUIREMENTS
ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 2012 INTERNATIONAL BUILDING
CODE AS ADOPTED BY THE CITY OF TUKWILA, WASHINGTON.
01200: DESIGN LOADS
ROOF LIVE LOADS
ROOF (SNOW)
25 PSF
SNOW LOAD DESIGN DATA:
Pg = 25 PSF, Pf= 16 PSF, Ce = 0.9, Is = 1.0, Ct = 1.0,
WIND DESIGN DATA:
BASIC WIND SPEED:
WIND IMPORTANCE FACTOR:
WIND EXPOSURE:
TOPOGRAPHIC FACTOR
INTERNAL PRESSURE COEFFICIENT.
COMPONENT/CLADDING WIND PRESSURE:
EARTHQUAKE DESIGN DATA:
SEISMIC IMPORTANCE FACTOR:
RICK CATEGORY:
SPECTRAL RESPONSE ACCELERATIONS:
SITE CLASS:
SPECTRAL RESPONSE COEFFICIENTS
SEISMIC DESIGN CATEGORY:
BASIC FORCE RESISTING SYSTEM:
WOOD LEVELS
ANALYSIS PROCEDURE:
i t
110 MPH (LRFD) (3-SECOND GUST)
1W = 1.0
EXPOSURE B
KT = 1.00
GCPI = +/- 0.18
05120: STRUCTURAL STEEL
DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE
WITH THE LATEST EDITION OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION "AISC
SPECIFICATION FOR DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR
BUILDINGS". MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLOWING:
STRUCTURAL W SHAPES
S, M, AND C SHAPES
STEEL ANGLES
PLATE MATERIAL
STRUCTURAL PIPE
STRUCTURAL TUBE
HEADED STUDS
WELDING ELECTRODES
HIGH STRENGTH BOLTS
ANCHOR BOLTS
WOOD CONNECTION BOLTS
ASTM A-992
Fy = 50 KSI
ASTM
A-36
Fy = 36 KSI
ASTM
A-36
Fy = 36 KSI
ASTM
A-36
Fy = 36 KSI
ASTM
A-53 GRADE B
Fy = 35 KSI
ASTM
A-500 GRADE B
Fy = 46 KSI
ASTM
A-108
E70-XX
ASTM
A-325N BEARING
TYPE (SNUG TIGHT)
ASTM
A-307 OR ASTM
A-36
ASTM
A-307
ALL WELDING SHALL CONFORM TO THE AWS D1-1 "STRUCTURAL WELDING CODE". ALL
WELDING SHALL BE PERFORMED BY A WASHINGTON ASSOCIATION OF BUILDING OFFICIALS
(WABO) AND AMERICAN WELDING SOCIETY (AWS) CERTIFIED WELDERS. ALL COMPLETE
PENETRATION (CP) WELDS SHALL BE ULTRASONICALLY TESTED. ALL FILLET WELDS SHALL
BE VISUALLY INSPECTED.
STRUCTURAL STEEL AND CONNECTIONS EXPOSED TO WEATHER SHALL BE HOT DIPPED
GALVANIZED AFTER FABRICATION IN COMPLIANCE WITH ASTM A-123. ALL FIELD WELDS
EXPOSED TO WEATHER SHALL BE COATED WITH BRUSH APPLIED ZINC -RICH PAINT
COMPLYING WITH ASTM A-780.
03162. ADHESIVE ANCHORS IN CONCRETE
ALL ADHESIVE ANCHORS SHALL BE ICC APPROVED AND INSTALLED PER ICC
EVALUATION REPORT REQUIREMENTS. BOLT SPACING AND EMBEDMENTS SHALL BE AS
DESIGNATED ON THE DRAWINGS TYPICAL, UNLESS NOTED OTHERWISE. ALL ADHESIVE
ANCHORS SHALL BE INSTALLED WITH CONTINUOUS INSPECTION PER THE INSPECTION
SCHEDULE ON SHEET S1.01, U.N.O..
P(C) = 40 PSF (LRFD) ADHESIVE -ANCHORS IN CONCRETE -SHALL BE THE FOLLOWING TYPES OR A
PREAPPROVED EQUAL;
POWERS PURE 110+ (ICC ESR-3298)
le = 1.0 POWERS PE 1000+ (ICC ESR 2583)
II POWERS AC 100+ GOLD (ICC ESR-2582)
Ss = 1.49 S1 = 0.56 BOLT SIZE MINIMUM EFFECTIVE EMBEDMENT U.N.O.
SITE CLASS D 1/2' DIA. OR #4 REBAR 4"
SDS = 0.995 SD1 = 0.56 5/8" DIA. OR #5 REBAR 5"
SEISMIC DESIGN CATEGORY D 3/4' DIA. OR #6 REBAR 6"
BEARING WALL SYSTEM
EQUIVALENT LATERAL FORCE
INC.
Structural Engineers
180 Nickerson Street Suite 302 Seattle, WA 98109
206.285.4512 (V) 206.285.0618 (F)
i"
SCALE: 3/4" = 1'-0'
' 1SS STRONG -BACK
ATE PLATE 1/45 1/2 x
-8•
I/(2) 5/8' DIAMETER
IMPSON TITEN-HD
MINIMUM 4' EMBED)
_) CONCRETE FLOOR
RECEIVED
CITY OF TUKWILA
BASE PLATE SEP 30 2045
1 1/2' 5° VC71 1
6'
PANEL
� . o 0
- � - --
SCALE: 3/4' = 1'-0'
BACK PLATE 1/44 x 0'-8"
W/(2) 5/8' DIAMETER
SIMPSON 11TEN-HD 0 24'OC
(MINIMUM EMBEDMENT 4")
HSS 5x2x1/4 STRONG -BACK
REVIEWED FOR
CODE COMPLIANCE
EACH
SIDE
NOV 0 6 2015
City of Tukwila
BUILDING DIVISION
U STRONG -BACK CONNECTION
V., PROJECT NAME Enterprise Installation —Fostoria Park Bldg. "C" PROJECT NO. 15241
4459 S 134th PI Tukwila, WA 98168 SCALE AS NOTED
DATE 09/24/15 PAGE: S2.0