HomeMy WebLinkAbout19406 68TH DRIVE NE_BLD2249_2026 GITY OF ARLINGTON
238 N. OLYMPIC AVE - ARLINGTON, WA. 98223
- PHONE; (360) 403-3551
BUILDING PERMIT
Address:19406 68th Dr NE Permit#:2249
Parcel#:31051400300200 Valuation:45000.00
OWNER APPLICANT CONTRACTOR
Name:WESTERN FOREST PRODUCTS US
LLC Name:Kara Eberle Name:JR ABBOTT CONSTRUCTION
Address:800-1055 W GEORGIA STREET Address:200 West Mercer St.Ste 503 Address:3408 1ST AVENUE S
City,State Zip:VANCOUVER,BC V6E3P3 City,State Zip:Seattle,WA 98119 City,State Zip:SEATTLE,WA 98124
Phone: Phone:206-395-7603 Phone:206-467-8500
MECHANICAL CONTRACTOR PLUMBING CONTRACTOR
Name: Name:
Address: Address:
City,State,Zip: City,State,Zip:
Phone: Phone:
LIC#: EXP: LIC#: EXP:
JOB DESCRIPTION
PERMIT TYPE: Commercial Addition CODE YEAR: 2015
STORIES: CONST.TYPE: II B
DWELLING UNITS: OCC GROUP:
BUILDINGS: OCC LOAD:
PERMIT APPROVAL
I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,
NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S
COMPENSATION INSURANCE AND RCW 18.27.
THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID.
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR
A CERTIFICATE OF O UPANCY HAS BEEN GRANTED. 1BC110/IRC110.
7andcoded
T T Sales tax relating onstruction and construction materials in the City of Arlington must be reported on your sales tax return form
ity o i tott#3101. 7
. i.
tUl Print Name Date Released By
CONDITIONS
Adhere to approved plans. Please call for final inspection.
THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION
ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION.
PERMIT FEES
Date Description Fee Amount
12/6/2018 Building Permit Fee $856.68
12/6/2018 Building Plan Review Fee $
12/6/2018 Processing/Technology Fee 556.84
68
$25
56.00
12/6/2018 State Surcharge-Commercial $25.00
Total Due: $1,463.52
Total Payment: $0.00
Balance Due: $1,463.52
CALL FOR INSPECTIONS
BUILDING(360)403-3417
When calling for an inspection please leave the following information:
Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon
Permit Information
Date 10/31/2018
Permit Number 2249
Project Name WFP Arlington Mill Renovation-Fire Separation
Applicant Name Kara Eberle
Applicant Address 200 West Mercer St.Ste 503
City,State,Zip Seattle,WA 98119
Contact Kara Eberle
Phone 206-395-7603
Email karae@ctagroup.com
Permit Type Commercial Addition
Site Address 19406 68th Dr NE
Valuation 45000.00
Status Applied
Permit Issued
Permit Expires
Square Feet 169058
Type of Construction/Occupancy Load Commercial Addition
Number of Stories 1
Proposed Use Fire Separation
Assigned To Raelynn Jones
Property
Parcel Address Legal Owner Owner Phone Zoning
31051400300200 11940668TH DRIVE NE I IWESTERN FOREST PRODUCTS US LLC 1242 Sawmills&Planing Mills
Contractors
Contractor Name Primary Contact Phone Email Contractor Type License License#
1R ABBOTT CONSTRUCTION O.R.ABBOTT ?06-467-8500 CONTRACTOR it-abor&Industries .11RABBC1022JZ
Review
Date Type Description I Target Date Completed Date Assi ned To Status
10/31/2018 lCommercial Addition 11/7/2018 Ouilding Iln Review
Fees
Fee Description Notes Amount
Building Permit Fee 322.10.00.00 $856.68
Building Plan Review Fee 345.83.00.00 $556.84
Process in fTech nology Fee 341.43.00.02 $25.00
State Surcharge-Commercial 386.00.01.00 $25.00
Total $1,463.52
Uploaded Files I Upload File
Date I File Uploaded By
S
10/31/2018 3:20:58 PM 12249 Structural C pdf Jo Raelynn x
10/31/2018 3:20:58 PM _2249 Application.pdf Jones,Raelynn x
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Department of Community& Economic Development
City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551
Project Name/Tenant WFP Arlington Mill Renovation - Fire Separation
Site Address 19406 68th Drive NE Bldg./Unit/Suite
Primarily F-1 (Construction to separate F-1
IBC Construction Type I I B IBC Occupancy Type and A-2 Occupancies)
Description of Use Lumber storage
Main Bldg:153,203 SF
Building Square Footage Building E:15,855 SF Number of Stories 1
Square Footage per Floor
Will there be any installation, modification or removal of the following? (Check all that apply)
❑ Automatic fire extinguishing systems
❑ Compressed gas systems
❑ Fire alarm and detection systems
❑ Fire pumps
❑ Flammable and combustible liquids (tanks, piping etc...)
❑ Hazardous materials
❑ High piled/rack storage
❑ Industrial ovens/furnace
❑ Private fire hydrants
❑ Spraying or dipping operations
❑ Standpipe systems
❑ Temporary membrane structure,tents(>200sq ft)or canopies(>400 sq ft)
Provide details on any of the above checked items:
Installation,changes, modifications or removal of any of the above may require additional submittals, information,or permits
during the plan review or construction process.
I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described
property will be in-ccordance wit he laws, rules and regulation of the State of Washington
Ap ants Signature
ara Eberle, Cushing Terrell Architects Engineers October 30, 2018
Print Applicants Name Date
FOR STAFF USE ONLY rt�` eceived
9��ILAO\_ �% "_ OCT 3 0
Permit# Acc y Amount Received Receipt# Date Received
REV 2015 Page 7 of 7
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COMMERCIAL REMODEL
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Department of Community& Economic Development
City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone(360)403-3551
THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2) SETS OF CONSTRUCTION PLANS, TWO(2) SETS OF
SPECIFICATIONS, TWO(2) SETS OF STRUCTURAL CALCULATIONS, ONE(1) SETS OF NREC ENERGY CODE
APPLICATIONS AND ONE(1) OCCUPANTS'S STATEMENT OF INTENDED USE.
Type of Permit: (4 Commercial Remodel ( ) Commercial Addition ( )Tenant Improvement
Project Address: 19406 68th Drive NE Parcel lD#: 31051400300200
Project DescriptionWFP Arlington Mill Renovation - Fire SeparatioVlegal Description: SEC 14 TWP 31 RGE
Project Valuation: $45,000
Owner: Western Forest Products US LLC Phone Number: N/A
Address: 800-1055 W Georgia St. city: Vancouver State: BC Zip Code: V6E3P3 Canada
Contact Person: Kara Eberle Phone Number: 206.395.7603
Cell Phone: 206.395.7603 E-mail: karae@ctagroup.com
Address: 200 West Mercer St. Suite 503 city: Seattle State: WA zip code: 98119
Contractor: Abbott Construction Phone Number: N/A
Address: 3408 1 St Ave S. city: Seattle State: WA zip code: 98134
Contractor's License Number: Expiration:
Plumbing Contractor: Phone Number:
Address: City: State: Zip Code
Contractor's License Number:. Expiration:
Mechanical Contractor: Phone Number:
Address: City: State: Zip Code:
Contractor's License Number: Expiration:
REV 2015 Page 6 of 7
Gt�Y
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Department of Community& Economic Development
City of Arlington• 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551
The building permit does not include any mechanical, electrical, plumbing or fire sprinkler/alarm work. These permits are
issued separately. Mechanical, electrical, plumbing, or fire sprinkler/alarm permits require a separate permit application
and may also require separate plan review.
Please note that any tenant improvement work in a space that involves food handling or preparation requires Snohomish
County Health District approval before the permit can be issued. You must provide the Permit Center a copy of the
approval letter or the approved plans. Contact the Snohomish County Health District at(425)339-5250 with any questions
or for more information.
An intake appointment is required for all large Tenant Improvement Building Permit Applications. To determine if your
project requires an intake appointment, to schedule an appointment or to ensure that you have the most current
information, please contact the City of Arlington Permit Center at(360)403-3551 or by email to ced, arlingtonwa.gov
Application by courier or mail will not be accepted.
Incomplete applications will not be accepted.
I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be
considered a complete submittal.
REV 2015 Page 5 of 7
COMMERCIAL REMODEL
y�llNclo PERMIT APPLICATION
Department of Community& Economic Development
City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 - Phone(360)403-3551
The following minimum information is required for your Commercial/Multi-Family Building Permit
Application.
Mark each box to designate that the information has been provided. Please submit this checklist as part
of your submittal documents. Incomplete applications will not be accepted.
® One (1)City of Arlington Commercial/Multi-Family Permit Application
(One (1)permit application per building or structure is required)
❑ One (1)City of Arlington Commercial/Multi-Family Submittal Requirements Form
® Two (2)Architectural Drawings
❑X Two (2) Structural Drawings
® Two (2)Structural Calculations
❑ One (1) Project Specification Manuals (if applicable)
❑ One (1) NREC Code Compliance Forms
❑ One (1)Special Inspection Requirements Forms
❑ One (1) Occupant's Statement of Intended Use Form
Drawings shall be BOUND SEPARATELY BY TYPE, architectural, structural and landscape, and then
ROLLED TOGETHER/N COMPLETE SETS>
An intake appointment is required for all new Commercial or Multi-Family Building Permit Applications.
To schedule an appointment please contact the City of Arlington Permit Center at(360) 403 3551 or by
email to Pre App Appointment Request.
acknowledge that all items designated above are included as part of this application.
REV 2015 Page 1 of 7
Y 01,
COMMERCIAL REMODEL
NG�o� PERMIT APPLICATION
Department of Community& Economic Development
City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551
A. FEES DUE AT TIME OF PERMIT ISSUANCE
B. CODES
The City of Arlington currently enforces the following:
International Codes
1. 2015 International Building Code(IBC)
2. 2015 International Residential Code(IRC)
3. 2015 International Mechanical Code(IMC)
4. 2015 International Fuel Gas Code(IFGC)
5. 2015 International Fire Code(IFC)
6. 2015 International Plumbing Code(IPC)
7. 2015 International Property Maintenance Code(IPMC)
8. 2015 International Existing Property Code(IEBC)
9. 2015 Washington State Energy Code(WESC)
10. 2009 Accessible&Usable Buildings and Facilities(ICC/ANSI 1417.1)
Washington State Amendments
1. WAC 51-50 Washington State Building Code
2. WAC 51-51 Washington State Residential Code
3. WAC 51-52 Washington State Mechanical Code
4. WAC 51-54 Washington State Fire Code
5. WAC 51-56&51-57 Washington State Plumbing Code and Standards
6. WAC 51-11 Washington State Energy Code
7. WAC 296-46B Electrical Safety Standards,Administration,and Installation
C. CITY OF ARLINGTON DESIGN REQUIREMENTS
Design Wind Speed: 85 miles per hour(Exposure C)
Ground Snow Load: 25 pounds per square foot
Seismic Zone: D2
Rainfall: 2 inches per hour for roof drainage design.
Frost Line Depth: 12 inches
Soil Bearing Capacity: 1,500 psf unless a Geo-Technical Report is provided. (IBC Table 1804.2&IRC R401.4.1)
D. PLANS AND DRAWINGS
Submit two(2)complete sets of drawings and plans. Drawings and plans must be submitted on minimum 18"X 24", or maximum
30"X 42"paper.All sheets are to be the same size and sequentially labeled. Plans are required to be clearly legible,with scaled
dimensions, in indelible ink, blue line,or other professional media. Plans will not be accepted that are marked preliminary or not
for construction,that have red lines,cut and paste details or those that have been altered after the design professional has
signed the plans.
Please Note:A separate submittal of plans is required for each building or structure.
REV 2015 Page 2 of 7
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COMMERCIAL REMODEL
�Ncso PERMIT APPLICATION
Department of Community& Economic Development
City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551
DETAILED SUBMITTAL REQUIREMENTS
Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents
A. X❑ SITE PLAN - REQUIRED WITH ALL SUBMITTALS
(May be included as part of the Architectural Drawing cover Sheet)
1. Drawing shall be prepared at scale not to exceed 1"=20 feet.
2. Show building outline and all exterior improvements.
3. Provide property legal description and show property lines.
4. Provide dimensions from the property lines to a minimum of two building corners(or two identifiable locations for
irregular plan shapes).
5. Show building setbacks,easements and street access locations.
6. Indicate North direction.
7. Indicate finish floor elevation for the first level.
8. Provide topographical map of the existing grades and the proposed finished grades with maximum five feet elevation
contour lines.
9. Show the location of all existing underground utilities,including water, sewer,gas and electrical.
10. Flood hazard areas,floodways,and design flood elevations as applicable.
B. [X] ARCHITECTURAL DRAWINGS
1. ® Cover Sheet
a) Building Information
1. Specify model code information.
2. Construction Type.
3. Number of stories and total height in feet.
4. Building square footage(per floor and total)
5. IBC Occupancy Type (show all types by floor and total).
6. Mixed-use ratio(if applicable)
7. Occupant load calculation(show by occupancy type and total)
8. List work to be performed under this permit
b) Design Team Information
1. Design Professional in Responsible Charge
2. Architects
3. Structural Engineers
4. Owner
5. Developer
6. Any other Design Team Members
2. ® Floor Plan
a) Plan view 1/8"minimum scale. Details a minimum'/-inch scale.
b) Plans must show the entire tenant space.
c) Specify the use of each room/area.
d) Provide an occupant load calculation on the floor plan.(on every floor, in all rooms and spaces)
e) Show ALL exits on the plans; include new,existing or eliminated.
f) Show Barrier-Free information on the drawings.
g) Show the location of all permanent rooms,walls and shafts.
h) Note the uses in the adjacent tenant spaces, if applicable.
i) Provide a door and door hardware schedule.
j) Show the location of all new walls, doors,windows, etc.
REV 2015 Page 3 of 7
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COMMERCIAL REMODEL
• •
PERMIT APPLICATION
Department of Community& Economic Development
City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551
k) Provide details and assembly numbers for any fire resistive assemblies.
1) Indicate on the plans all rated walls,doors,windows and penetrations.
m) Provide a legend that distinguishes existing walls,walls to be removed and new walls.
3. ❑ N/A Reflected Ceiling Plan
a) Plan view 1/8"minimum scale. Details a minimum'/-inch scale.
b) Provide ceiling construction details.
c) Provide suspended ceiling details complying with IBC 803.9.1.1. Show seismic bracing details.
d) Show the location of all emergency lighting and exit signage.
e) Detail the seismic bracing of the fixtures.
f) Include a lighting fixture schedule.
4. ® Framing Plan
a) Specify the size,spacing, span and wood species or metal gage for all stud walls.
b) Indicate all wall, beam and floor connections.
c) Detail the seismic bracing for all walls.
d) Include a stair section showing rise, run, landings, headroom,handrail and guardrail dimensions.
5. ❑N/A Storage Racks (if applicable)
a) Structural calculations are required for seismic bracing of storage racks eight feet or greater in height.
b) Eight feet or less,show a positive connection to floor or walls.
NOTE: High pile storage shall meet the requirements of current International Building and Fire Codes.
C. ❑ N/A SPECIAL INSPECTION
1. Where special inspection is required by IBC 1704,the registered design professional in responsible charge shall prepare
a special inspection program that will be submitted to the City of Arlington and approved prior to issuance of the building
permit to comply with IBC 106.1.
D. ❑ N/A WASHINGTON STATE ENERGY CODE
1. One(1)completed Washington State Non-Residential Energy Code Envelope Summary forms.
E. OCCUPANT'S STATEMENT OF INTENDED USE
1. The Occupant's Statement of Intended Use form shall be completely filled out and may require the submittal of a
Hazardous Materials inventory Statement(HMIS). Contact the Arlington
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rae.l L J
WorkplaceHome fSimflol Contact
Labor & Industries Safety&Health (0 Claims&Insurance 0
O Trades&Licensing c
Washington State Department of
Labor & Industries
J R ABBOTT CONSTRUCTION INC
Owner or tradesperson 34081 ST AVE S SUITE 101
Principals SEATTLE,WA 98134-1805
206-467-8500
NELSON,RONALD A,PRESIDENT KING County
KLEIN,DOUGLAS J,PRESIDENT
■ SPRAGUE,ANDREW W,PRESIDENT
■ STEDMAN,TROY L,PRESIDENT
■ PRICE,MICHAEL W,PRESIDENT
■ SHALLEY,BRANNON E,PRESIDENT
SEAMNA,MARK C,SECRETARY
FRASER,RICHARD H
(End:02/09/2017)
■ FRASER,GWEN F
(End:02/09/2017)
■ ABBOTT,JOHN R,PRESIDENT
(End:02/09/2017)
■ STRAND,TIMOTHY R,PRESIDENT
(End:02/09/2017)
■ MCGOWAN,JOHN P,VICE PRESIDENT
(End:02/09/2017)
■ NEWMAN,WENDY P,VICE PRESIDENT
(End:02/09/2017)
ABBOTT,DAWN E,SECRETARY
(End:02109/2017)
ROBERTSON,ROBERT M,TREASURER
(End:02/09/2017)
Doing business as
J R ABBOTT CONSTRUCTION INC
WA UBI No. Business type
600 479 123 Corporation
Governing persons
JOHN
MCGOWAN
MIKE PRICE;
MARK SEAMAN;
BRANNON SHALLEY;
ANDY SPRAGUE;
TROY STEDMAN;
DOUGLAS JOSEPH KLEIN;
RON NELSON;
JOHN ABBOTT,
WENDY NEWMAN;
License
Verify the contractor's active registration/license/certification(depending on trade)and any past violations.
Help us improve
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Construction Contractor Active.
Meets current requirements.
License specialties
GENERAL
License no.
JRABBC1022JZ
Effective—expiration
04/09/1998—03/01/2020
Bond
LIBERTY MUTUAL INS CO $12,000.00
Bond account no.
023009859
Received by L&I Effective date
04/24/2006 04/01/2006
Expiration date
Until Canceled
Insurance
Liberty Mutual Fire Insurance $1,000,000.00
Policy no.
TB2Z91459332028
Received by L&I Effective date
05/30/2018 06/01/2018
Expiration date
06/01/2019
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&1 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.
L&I Account ID Account is current.
458,011-00
Doing business as
J R ABBOTT CONSTRUCTION INC
Estimated workers reported
Pending current quarter filing
L&I account contact
T5/MELISSA VEST(360)902-5613-Email:VESM235@lni.wa.gov
Public Works Strikes and Debarments
Verify the contractor is eligible to perform work on public works projects.
Contractor Strikes
No strikes have been issued against this contractor.
Contractors not allowed to bid
No debarments have been issued against this contractor.
Workplace safety and health
Check for any past safety and health violations found on jobsites this business was responsible for.
Inspection results date
04/28/2017 No violations
Inspection no. Help us improVe
317944774
Location
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Des Moines,WA 98198
Inspection results date
07/14/2016 No violations
Inspection no.
317940586
Location
22704 SE 4th Street
Sammamish,WA 98074
Inspection results date
10/30/2014 No violations
Inspection no.
317608909
Location
380 Winslow Way E
Bainbridge Island,WA 98110
Inspection results date
09/17/2014 No violations
Inspection no.
317447456
Location
2420 N.Proctor St.
Tacoma,WA 98406
Inspection results date
0 9/0 812 0 1 4 No violations
Inspection no.
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Location
14550 Interurban Ave S
Tukwila,WA 98168
Inspection results date
04/02/2014 No violations
Inspection no.
316974104
Location
23320 Hwy 99
Edmonds,WA 98026
lcccss
Help us
W�YlbElir111t00
Improve
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STRUCTURAL
1 ENGINEERS
Engineers Northwest Inc.,P.S.
WESTERN FOREST
PRODUCTS MILL
19406 68T" Drive Northeast
Arlington, WA 98233
STRUCTURAL CALCULATIONS
FOR
FIRE BARRIER
OFFICE COPY
OF ARLINGTON
O ��rhAL F� BUILDING DEPARTMENT
APPROVED
DATE
NO CHANGES AUTHORIZED
UNLESS APPROVED BY THE
BUILDING INSPECTOR
2015 International Building Code
October 29, 2018 Received
ENW# 18039000-6
OCT 3 0 ?018
9725 Third Avenue NE,Suite 207
Seattle,WA 98115
. 206,525.7560.fax 206.522.6698
www.engmeersnw.com
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User—Specified Input
Report Title Arlington, WA
^lon Octobur 29, 2018 1 7: 9:54 U'R
Auilding Code Reference Document 2012/2015 International Building Code
(which utiii..-2s USGS hazard Data available in 20C,3)
Site Coordinates 48.171991N, 122.137451W
Site Soil Classification Site Class D - "Stiff Soil"
Risk Category I/II/III
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SI = 0.414 g SMi = 0.656 g Spl = 0.438 g
For information on how the SS and 51'values above have been calculated from probabilistic (risk-targeted) and
deterministic ground motions in the dirdction of maximum horizontal response, please return to the application and
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' NICER ResponseSpertrum Deskgn ResponseSpecirnm
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https://prod0l-earthquake-cr.usgs.gov/designmaps/us/summary.php?template=minimal&latitude=48.17198911179904&longitude=-l22.1 3 74514471 96... 1!1
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A This is a beta release of the new ATC Hazards by Location welasite. Please contact us with feedback.
LNTC Hazards by Location
earch Information
Address: 19406 68th Dr NE,Arlington,WA 98223,USA
Coordinates: 48.1726531,-122.13859930000001
Timestarnp: 2018-10-09T00:20.36.166Z
Hazard Type: Wind
Map Results
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Text R0SIIitS
ASCE 7-16
MRI 10-Year 68 mph
MRI 25-Year 74 mph
MRI 50-Year 79 mph
MRI 100 Year _ 84 mph
Risk Category I -_ 93 mph
Risk Category II 98 mph
Risk Category III _ 105 mph
Risk Category IV 109 mph
ASCE 7-10
MRI 10-Year 72 mph
MRI25-Year 79 mph
MRI 50-Year 85 mph
MRI/00-Year 91 mph
Risk Category 1 100 mph
Risk Category II 110 mph
https://hazards.atcouncil.arg/#/wind?address=19406%2068th%20Dr%20NE%2C%2OArlington%2C°/a20WA%2098223%2C`/`20USA&Iat=48.1726531... 112
ENWENGINEERs NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS
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SE4ll'LE,WA.98115
Property of Engineers Northwest. Inc.,P.S.- Use by others unlawful
ASCE 7-10
Wind Loads per ASCE 7-10-Chapter 30-Components&Cladding-h 5 60'-0"
Input Cells=
Project Number:
Project Name: Mill Arlington
Location: �—
Design By:
Program Limitations: 'I. Building must be a low-rise building or
2. Building mean roof height does not exceed 60 feet.
3. Building is enclosed or partially enclosed.
BUILDING AND SITE INFORMATION
INPUT
Building width,B= 98 It
Building length,L= 150 ft
Building eave height,he- 22 .� ft
Building ridge height,h,= 25 _ it
Height of parapet,hp= 24.5 It
Roof slope,s= 00 In.!t =4,76 degrees
Is roof a gable or hip= Gable
Risk Category= II
Wind velocity,V= 110 milhr = 85 mi/hr(ASD)
Exposure= B
Topographic factor,K21= q�-
Wind directionality factor,Kd= 085
Bldg internal pressure condition= Part Enclosed
Wall Effective Wind Area,EWA= +165
Roof Effective Wind Area,EWA= 200 ft-,
OUTPUT
Mean roof height,h= 22 ft
a= 8.8 ft
Internal Pressure Coeffs,GCPi= 0.55
-0.55
Pressure exposure coeff,KI,= 064
Velocity pressure,qh= 16.85 psf
COMPONENTS AND CLADDING(C&C)
p=gh[(GCP)-(GCp;)j(lb/ftr)
Wind Pressures for Watts with h 5 60'
*Note, Design wind pressures shall not be less than a net pressure of 16psf(tilt)
acting in either direction normal to the surface.
Wind Pressures Ac it Toward Surface
Bldg Surface 4&5= 21.2 psf(LRFD)=12.7 psf(ASD)
Wind Pressures Pressures Acting From SurfaCc3From SurfaCc3
Bldg Surface 4= -22.7 psf(LRFD)=-13.6 psf(ASD)
Bldg Surface 5= -24 psf(LRFD)=-14.4 psf(ASD)
I
5 k
s 5
Copy of ASCE7-10 Wind Loads Low Rise xlsx
C&C
ENGINEERS-NORTHWEST,INC.P.S SHEET OF l
9725 THIRD AVE N E.(SUITE 207)
SEATTLE.WA.98115
Wind Pressures_for Roofs(gable roofs.&hin roofs)with h 5 60'
'Note: Design wind pressures shall not be less than a net pressure of 16psf(uft)
acting in either direction normal to the surface.
Wind Pressures Acting Toward Surface
Roof Surface 1,2&3= 12.6 psf(LRFD)=7.6 psf(ASD)
Wind Pressures Actina Away From Surface
Roof Surface 1 = -24A psf(LRFD)=-14.6 psf(ASD)
Roof Surface 2= -27.8 psf(LRFD)=-16.7 psf(ASD)
Roof Surface 3= -27.8 psf(LRFD)=-16.7 psf(ASD)
Wind Pressures Actina Away From Surface(Overhang
Roof Surface 1 = -23.3 psf(LRFD)=-14 psf(ASD)
Roof Surface 2= -23.3 psf(LRFD)=-14 psf(ASD)
Roof Surface 3= -13.5 psf(LRFD)=-8.1 psf(ASD)
i r
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.5. IN ptuapct apttll to of I,ikhur than 3 ft(0-9m)is provided around tht perimeter of•the roo'Nviih 6 r 7".
the negative values of GIC,,in Zone 3 shall be equal to those lb)%aue 2 autl posilivc Valne:or(;('p in
Zones 3 and 3 shall Iw set t:qual to those for]n+liLtsnes 4 ruttE S resprctivety in Fir;nic.3liA-I.
Wind Pressures for Parataets faabfe roofs.8 hf0 roofs)w/th h 5 60'
"Note: Design wind pressures shall not be less than a net pressure of 16psf(ult)
acting in either direction normal to the surface
pp=q,[(GC.)-(GC,,)](lb/ft')
Velocity pressure,qN= 17.38 psf
Parapet Load Case A
Wind load @ corner,p.= 31 A psf(LRFD)=18.8 psf(ASD)
Wind load not @ comer,pp= 31.4 psf(LRFD)=18.8 psf(ASD) lie
�ryJ''��1
Parapet Load Case B �� Jai/
Wind load @ corner,p4= 27.5 psf(LRFD)=16.5 psf(ASD)
Wind load not @ corner,pp= 26.1 psf(LRFD)=15.7 psf(ASD)
Windward pniapet Iceward pampet
Load Case A Lund Case n
Tap aY'parapet
-i,30e• — -_;rq F.'B,l .l -,7,
.bi rvtYFX .']1•A .�
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A!�u'� fAe3ulivc 4Va11 .l,u u
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Copy of ASCE7-10 Wind Loads Low Risexlsx
C&C
ENWENGINEERs NORTHWEST', INC., P.S. - STRUCTURAL ENGINEERS
9725 THIRD AVE NE,SUITE 207,SFAI"I LE,WA 98115 (206)525--7560 Fax(206)522-6698
PRojEc-r# PROJEc~r DATF
SUBJECT SHEF,T OF
BY
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dos To ( c� &A"
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Z57 zp
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Project Name: New WorkSpace Page 1 of 1
Model: Beam/Stud—1 Date: 10/15/2018
Code: 2012 NASPEC[AISI S100-2012] Simpson Strong-Tie®CFS Designer'"2.5.3.0
raxobection: (2)600S162-54(50 ksi)Back-To-Back C Stud
= 5054.2 Ft-Lb Va= 5645.8 lb I= 5.72 in^4
Loads have not been modified for strength checks
Loads have not been modified for deflection calculations
2.50 20.00
N• Bridging Connectors-Design Method=AISI S100
Simpson Strong-Tie
Span/CantiLever Bridging Connector Stress Ratio
Span N/A
Top CantiLever N/A -
Shear and Web Crippling Checks
Bending and Shear(Unstiffened): 3.6% Stressed @R2
25.00 15.00 Bending and Shear(Stiffened): NA
Web Stiffeners Required?: No
Simpson Strong-Tie Connectors
Connector Anchor
Support Rx(lb) Ry(lb) Simpson Strong-Tie Connector Interaction Interaction
R1 185 0 FC643.5 Min(4#12-14)&(4)#12 SST X to A36 Steel 18.97% 11.64%
R2 240 0 SCB45.5(2)&(2)#12 SST X to A36 Steel 31.58% 30.19%
Reference Catalog for connector and anchor requirement notes as well as screw placements requirement
Flexural and Deflection Check
Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection
Span Ft-Lb Maxo Ft-Lb (in) Ft-Lb Ma(Brc) (in) Ratio
Span 1140.8 0.226 1140.8 Full 5054.2 0.226 0.756 U397
Top CantiLever 62.5 0.012 39.9 None 4625.7 0.009 0.236 L/255
Distortional Buckling Check
Span K-phi Lm Brac Ma-d Mmax/
lb-inlin in Ft-Lb Ma-d
Span 0.00 300.0 4316.7 0.264
Top CantiLever 0.00 30.0 4316.7 0.014
SIMPSON STRONG-TIE COMPANY INC. www.strongtie.com
Project Name: New WorkSpace Page 1 of 1
Model: Beam/Stud—1 Date:1 011 5/2 0 1 8
Code: 2012 NASPEC fAISI S100-20121 Simpson Strong-TieRO CFS DesignerT°2.5.3.0
Section: 600S162-54(50 ksi)Single C Stud
Maxo= 2527.1 Ft-Lb Va= 2822.9 lb I= 2.86 in"4
Loads have not been modified for strength checks
N® Loads have not been modified for deflection calculations
Bridging Connectors-Design Method=AISI S100
Simpson Strong-Tie
Span/CantiLever Bridging Connector Stress Ratio
Span N/A
Shear and Web Crippling Checks
Bending and Shear(Unstiffened): 5.3% Stressed @R1
20.00 i.i 15.00 Bending and Shear(Stiffened): NA
Web Stiffeners Required?: No
Simpson Strong-Tie Connectors
Connector Anchor
Support Rx(lb) Ry(lb) Simpson Strong-Tie Connector Interaction Interaction
R1 150 0 FCB43.5 Min(4#12-14)&(4)#12 SST X to A36 Steel 15.38% 9.43%
R2 150 0 SCB45.5(2)&(2)#12 SST X to A36 Steel 19.74% 18.87%
Reference catalog for connector and anchor requirement notes as well as screw placements requirement
Flexural and Deflection Check
Mmax Mmaxl Mpos Bracing Ma(Brc) Mposl Deflection
Span Ft-Lb Maxo Ft-Lb (in) Ft-Lb Ma(Brc) (in) Ratio
Span 750.0 0.297 750.0 Full 2527.1 0.297 0.640 L/375
Distortional Buckling Check
Span K-phi Lm Brac Ma-d Mmaxt
lb-inlin in Ft-Lb Ma-d
Span 0.00 240.0 2158.3 0.347
SIMPSON STRONG-TIE COMPANY INC, www.strongtia.com
I
ENWENGINEERs NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS
9725 TI[1RD Avr•.NE,Sui iE 207,SEATTLr,WA 99115 (206)525---7560 FAX(206)522-6698
PROJECT# PROJECT- - _ DATE
SUBJECT SIILET OF
-- �_ By
(Ax- .
Title Block Line 1 Project Title: Q
You can change this area E;gineer:
using the"Settings"menu item Project ID:
and then using the"Printing& Project Descr:
Title Block"selection.
Title Block Line 6 Printed:29 0CT 2018, 2 4;PM
Steel Beam -- -- -- - File-C1U"mVichz0D-Mop111%6
Software cMrx}htENERCALC,INC 1983 7018.Budd 10 18 9 30
0:6-0:
Description: --None-
CODE REFERENCES___ _
Calculations per AISC 360-10, IBC 2015, CBC 2016,ASCE 7-10
Load Combination Set:ASCE 7-16
Material Properties
Analysis Method: Allowable Strength Design Fy:Steel Yield: 36.0 ksi
Beam Bracing: Completely Unbraced E:Modulus: 29,000.0 ksi
Bending Axis: Major Axis Bending
.h
Span=30.0 ft
-Applied Loads Service loads entered Load Factors will be applied for calculations
Beam self weight NOT internally calculated and added
Uniform Load: D=0.0050, Lr=0.0250 k/ft, Tributary Width=10 ft
DESIGN SUMMARY _ - •
Maximum Bending Stress Ratio = 0.730. 1 Maximum Shear Stress-Ratio= 0.014 : 1
Section used for this span C8x13.75 Section used for this span C8x13.75
Ma:Applied 3.375 k-ft Va:Applied 0.450 k
Mn/Omega:Allowable 4.623 k-ft Vn/Omega:Allowable 31.352 k
Load Combination +D4Lr+H Load Combination +D+Lr+H
Location of maximum on span 15 000ft Location of maximum on span 0.000 ft
Span#where maximum occurs Span#1 Span#where maximum occurs Span#1
' Maximum Deflection
iMax Downward Transient Deflection 0.437 in Ratio= 823>=360
Max Upward Transient Deflection 0.000 in Ratio= 0 <360
Max Downward Total Deflection 0.525 in Ratio= 686>=180
Max Upward Total Deflection 0.000 In Ratio= 0<1$0
Maximum Forces &Stresses for Load Combinations
Load Combination Max Stress Ratios Summary of Moment Values _ _ Sufmwiy of Shear Values
Segment Length Span# M V Mmax+ Mmax- Ma Max Mnx Mnx/Omega Cb Rm Va Max Vnx VnxlOmega
+D+H - - ---- - -
Dsgn.L= 30.00 ft 1 0.122 0.002 0.56 0.56 7.72 4.62 1.14 1.00 0.08 52.36 31,35
+D+L+H
Dsgn.L= 30.00 ft 1 0.122 0.002 0.56 0.56 7.72 4.62 1.14 1.00 0.08 52.36 31.35
+D+Lr4H
Dsgn.L= 30.00 ft 1 0.730 0.014 3.38 3.38 7.72 4.62 1.14 1.00 0.45 52.36 31.35
+D+S+H
Dsgn.L= 30.00 It 1 0.122 0.002 0.56 0.56 7.72 4.62 1.14 1.00 0.08 52.36 31.35
+D+0.750Lr+0.750L+H
Dsgn.L= 30.00 ft 1 0.578 0.011 2.67 2.67 7.72 4.62 114 100 0.36 52.36 31.35
+D+0.750L+0.750S+H
Dsgn.L= 30.00 ft 1 0.122 0.002 0.56 0.56 7.72 4.62 1.14 1.00 0.08 52.36 31.35
+D+0.60W+H
Dsgn.L= 30.0011 1 0.122 0.002 0.56 0.56 7.72 4.62 1.14 1.00 0.08 52.36 31.35
+D+0.750Lr,0.450W+H
Dsgn.L= 30.00 ft 1 0.578 0.011 2.67 2.67 7.72 4.62 1.14 1.00 0.36 52.36 31.35
- +0.750S+0.450W+H
Dsgn.L= 30.00 ft 1 0.122 0.002 0.56 0.56 7.72 4.62 1.14 1.00 0.08 52.36 31.35
+0.60D+0.60W+0,60H
Dsgn.L= 30.00 ft 1 0.073 0.001 0.34 0.34 7.72 4.62 1.14 1.00 0.05 52.36 31.35
+D+0.70E+0.6011
Dsgn.L= 30.00 ft 1 0.122 0 002 0.56 0,56 7.72 4.62 1.14 1.00 0.08 52.36 31.35
+D+0.750L+0.750 S+0.5250 E+H
Dsgn.L= 30.00 ft 1 0.122 0.002 0.56 0.56 7.72 462 114 100 0.08 52.36 31,35
Title Block Line 1 Project Title:
You can change this area Engineer: p
using the"Settings"menu item Project ID:
and then using the"Printing&
Project Descr:
Title Block'selection.
Title Block Line 6 Printed:29 OCT 2018, 2:47PM
File=C VJws1nt WesWp111 eW
Steel Beam -- Sauarpo"n htENERCAU:,INC 1902010.Build 10 18 930
r:rr:
Description; -None-
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+H - -- - --
Dsgn.L= 30.00 ft 1 0.073 0.001 0.34 0.34 7.72 4.62 1.14 1.00 0.05 52.36 31.35
Overall Maximum Deflections
Load Combination Span Max.""Deft Location in Span Load Combination Max.'+"DeFl Location in Span
+D+Lr+H 1 0.5246 15 086 D 0000 0.000
Vertical Reactions Support notation:Far left is#1 Values in KIPS
Load Combination Support 1 Support 2
Overall MAXimum 0.450 0.450 w
Overall MINimum 0.045 0.045
+D+H 0.075 0.075
+D+L+H 0.075 0.075
+D+Lr+H 0.450 0.450
+D+S+H 0.075 0.075
-DA.750Lr+0.750L+H 0.356 0.356
+D+0.750L+0.750S+H 0.075 0.075
+D+0.60W+H 0.075 0.075
+D+0.750Lr+0.450W+H 0.356 0.356
+D+0.750S+0.450W+H 0.075 0.075
A.60D+D.60W+0.60H 0.045 0.045
+0+0.70E+0.60H 0.075 0.075
+D+0.750L+0.750S+0.5250E+H 0.075 0.075
+0.60D+070E4H 0.045 0.045
D Only 0.075 0.075
Lr Only 0.375 0.375
L Only
S Only
W Only
E Only
H Only
NOTICE '
x TO PERMITEE AND/OR OWNER
Cl PARTIAL APPROVAL Cl CORRECTIONS REQUIRED
❑ DO NOT OCCUPY )fAPPROVED
PERMIT#: LO_T#: DATE: 1 2-- .(Lt), 16
JOB ADDRESS: L I' '_
TYPE OF INSPECTION: %L
❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY
WITH CURRENT BUILDING AND/OR PLANNING CODES.
❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND
PERMIT -STOP WORK:MAKE EXISTING WORK COMPLY WITH
APPROVED PLAN AND PERMIT OR REMOVE IT.
❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR.
❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE
APPROVED.
❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC)
MUST BE PAID PRIOR TO NEXT INSPECTION.
❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION
THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR
PENALTIES IMPOSED BY LAW MAYAPPLY.
FOR INSPECTION CALL: 360-403-3417
INSPECTOR DATE
/BUILDING DEPT.
Cl PLANNING DEPT. CITY OF ARLINGTON
N 0 T I C E
TO PERMITEE AND/OR OWNER
❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED
❑ DO NOT OCCUPY XAPPROVED
PERMIT#: Z. LOT#: DATE: .�
i JOB ADDRESS: L '
TYPE OF INSPECTION:
I
❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY
WITH CURRENT BUILDING AND/OR PLANNING CODES.
❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND
PERMIT -STOP WORK: MAKE EXISTING WORK COMPLY WITH
APPROVED PLAN AND PERMIT OR REMOVE IT.
❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR.
❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE
APPROVED.
❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE(PER IBC)
MUST BE PAID PRIOR TO NEXT INSPECTION.
❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION
z�-
THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR
PENALTIES IMPOSED BYLAW MAYAPPLY.
FOR INSPECTION CALL: 360-403-3417
INSPECTOR DATE
/BUILDING DEPT.
a PLANNING DEPT. CITY OF ARLINGTON
COMMERCIAL REMODEL
IN o� PERMIT APPLICATION
Department of Community$ Economic Development
City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551
Project Name/Tenant WFP Arlington Mill Renovation - Fire Separation
Site Address 19406 68th Drive NE Bldg./Unit/Suite
Primarily F-1 (Construction to separate F-1
IBC Construction Type II B IBC Occupancy Type and A-2 Occupancies)
Description of Use Lumber storage
Main Bldg:153,203 SF
Building Square Footage Building E:15,855 SF Number of Stories 1
Square Footage per Floor
Will there be any installation, modification or removal of the following? (Check all that apply)
❑ Automatic fire extinguishing systems
❑ Compressed gas systems
❑ Fire alarm and detection systems
❑ Fire pumps
❑ Flammable and combustible liquids(tanks, piping etc...)
❑ Hazardous materials
❑ High piled/rack storage
❑ Industrial ovens/furnace
❑ Private fire hydrants
❑ Spraying or dipping operations
❑ Standpipe systems
❑ Temporary membrane structure,tents(>200sq ft)or canopies (>400 sq ft)
Provide details on any of the above checked items:
Installation,changes, modifications or removal of any of the above may require additional submittals, information,or permits
during the plan review or construction process.
I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described
property will be in ccordance wil he laws, rules and regulation of the State of Washington.
Ap ants Signature
ara Eberle, Cushing Terrell Architects Engineers October 30, 2018
Print Applicants Name Date
)� FOR STAFF USE ONLY
Permit# Acc y Amount Received Receipt# Date Received
REV 2015 Page 7 of 7
i
� i
t
��.
, �
Y D+t'
COMMERCIAL REMODEL
PERMIT APPLICATION
Department of Community& Economic Development
City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551
THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2) SETS OF CONSTRUCTION PLANS, TWO(2) SETS OF
SPECIFICATIONS, TWO(2) SETS OF STRUCTURAL CALCULATIONS, ONE(1) SETS OF NREC ENERGY CODE
APPLICATIONS AND ONE(1) OCCUPANTS'S STATEMENT OF INTENDED USE.
Type of Permit: (X) Commercial Remodel ( ) Commercial Addition ( )Tenant Improvement
Project Address: 19406 68th Drive NE Parcel lD#: 31051400300200
Project DescriptionWFP Arlington Mill Renovation - Fire Separatio0legal Description: SEC 14 TWP 31 RGE
Project Valuation: $45,000
Owner: Western Forest Products US LLC Phone Number: N/A
Address: 800-1055 W Georgia St. city. Vancouver State: BC Zip Code: V6E3P3 Canada
Contact Person: Kara Eberle Phone Number: 206.395.7603
Cell Phone: 206.395.7603 E-mail: karae@ctagroup.com
Address: 200 West Mercer St. Suite 503 city: Seattle State: WA Zip Code: 98119
Contractor: Abbott Construction Phone Number: N/A
Address: 3408 1 St Ave S. city:. Seattle State: WA Zip Code: 98134
Contractor's License Number: Expiration:
Plumbing Contractor: Phone Number:
Address: City: State: Zip Code:
Contractor's License Number: Expiration:
Mechanical Contractor: Phone Number:
Address: City:_ State: Zip Code:
Contractor's License Number: Expiration:
REV 2015 Page 6 of 7
L1�y
COMMERCIAL REMODEL
�•pLjNG p� PERMIT APPLICATION
Department of Community& Economic Development
City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551
The building permit does not include any mechanical, electrical, plumbing or fire sprinkler/alarm work. These permits are
issued separately. Mechanical, electrical, plumbing, or fire sprinkler/alarm permits require a separate permit application
and may also require separate plan review.
Please note that any tenant improvement work in a space that involves food handling or preparation requires Snohomish
County Health District approval before the permit can be issued. You must provide the Permit Center a copy of the
approval letter or the approved plans. Contact the Snohomish County Health District at(425) 339-5250 with any questions
or for more information.
An intake appointment is required for all large Tenant Improvement Building Permit Applications. To determine if your
project requires an intake appointment, to schedule an appointment or to ensure that you have the most current
information, please contact the City of Arlington Permit Center at(360)403-3551 or by email to ced(a�,arlingtonwa.clov
Application by courier or mail will not be accepted.
Incomplete applications will not be accepted.
I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be
considered a complete submittal.
REV 2015 Page 5 of 7
Y U�
COMMERCIAL REMODEL
PERMIT APPLICATION
Department of Community& Economic Development
City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551
The following minimum information is required for your Commercial/Multi-Family Building Permit
Application.
Mark each box to designate that the information has been provided. Please submit this checklist as part
of your submittal documents. Incomplete applications will not be accepted.
® One(1)City of Arlington Commercial/Multi-Family Permit Application
(One (1)permit application per building or structure is required)
❑ One (1)City of Arlington Commercial/Multi-Family Submittal Requirements Form
® Two (2)Architectural Drawings
❑X Two(2)Structural Drawings
® Two (2)Structural Calculations
❑ One(1) Project Specification Manuals (if applicable)
❑ One (1) NREC Code Compliance Forms
❑ One (1) Special Inspection Requirements Forms
❑ One (1)Occupant's Statement of Intended Use Form
Drawings shall be BOUND SEPARATELY BY TYPE, architectural, structural and landscape, and then
ROLLED TOGETHER IN COMPLETE SETS>
An intake appointment is required for all new Commercial or Multi-Family Building Permit Applications.
To schedule an appointment please contact the City of Arlington Permit Center at(360) 403 3551 or by
email to Pre App Appointment Request.
I acknowledge that all items designated above are included as part of this application.
REV 2015 Page 1 of 7
Gt�Y 01'
COMMERCIAL REMODEL
•
ING�p� PERMIT APPLICATION
Department of Community& Economic Development
City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551
A. FEES DUE AT TIME OF PERMIT ISSUANCE
B. CODES
The City of Arlington currently enforces the following.
International Codes
1. 2015 International Building Code(IBC)
2. 2015 International Residential Code(IRC)
3. 2015 International Mechanical Code(IMC)
4. 2015 International Fuel Gas Code(IFGC)
5. 2015 International Fire Code(IFC)
6. 2015 International Plumbing Code (IPC)
7. 2015 International Property Maintenance Code(IPMC)
8. 2015 International Existing Property Code(IEBC)
9. 2015 Washington State Energy Code(WESC)
10. 2009 Accessible&Usable Buildings and Facilities(ICC/ANSI 1417.1)
Washington State Amendments
1. WAC 51-50 Washington State Building Code
2. WAC 51-51 Washington State Residential Code
3. WAC 51-52 Washington State Mechanical Code
4. WAC 51-54 Washington State Fire Code
5. WAC 51-56&51-57 Washington State Plumbing Code and Standards
6. WAC 51-11 Washington State Energy Code
7. WAC 296-46B Electrical Safety Standards,Administration,and Installation
C. CITY OF ARLINGTON DESIGN REQUIREMENTS
Design Wind Speed: 85 miles per hour(Exposure C)
Ground Snow Load: 25 pounds per square foot
Seismic Zone: D2
Rainfall: 2 inches per hour for roof drainage design.
Frost Line Depth: 12 inches
Soil Bearing Capacity: 1,500 psf unless a Geo-Technical Report is provided. (IBC Table 1804.2&IRC R401.4.1)
D. PLANS AND DRAWINGS
Submit two(2)complete sets of drawings and plans. Drawings and plans must be submitted on minimum 18"X 24",or maximum
30"X 42"paper.All sheets are to be the same size and sequentially labeled. Plans are required to be clearly legible,with scaled
dimensions, in indelible ink, blue line,or other professional media. Plans will not be accepted that are marked preliminary or not
for construction,that have red lines, cut and paste details or those that have been altered after the design professional has
signed the plans.
Please Note:A separate submittal of plans is required for each building or structure.
REV 2015 Page 2 of 7
Y U�
COMMERCIAL REMODEL
�'AlING,�O� PERMIT APPLICATION
Department of Community& Economic Development
City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone(360)403-3551
DETAILED SUBMITTAL REQUIREMENTS
Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents
A. X❑ SITE PLAN — REQUIRED WITH ALL SUBMITTALS
(May be included as part of the Architectural Drawing cover Sheet)
1. Drawing shall be prepared at scale not to exceed 1"=20 feet.
2. Show building outline and all exterior improvements.
3. Provide property legal description and show property lines.
4. Provide dimensions from the property lines to a minimum of two building corners(or two identifiable locations for
irregular plan shapes).
5. Show building setbacks,easements and street access locations.
6. Indicate North direction.
7. Indicate finish floor elevation for the first level.
8. Provide topographical map of the existing grades and the proposed finished grades with maximum five feet elevation
contour lines.
9. Show the location of all existing underground utilities, including water,sewer,gas and electrical.
10. Flood hazard areas,floodways, and design flood elevations as applicable.
B. ® ARCHITECTURAL DRAWINGS
1. ® Cover Sheet
a) Building Information
1. Specify model code information.
2. Construction Type.
3. Number of stories and total height in feet.
4. Building square footage(per floor and total)
5. IBC Occupancy Type (show all types by floor and total).
6. Mixed-use ratio(if applicable)
7. Occupant load calculation(show by occupancy type and total)
8. List work to be performed under this permit
b) Design Team Information
1. Design Professional in Responsible Charge
2. Architects
3. Structural Engineers
4. Owner
5. Developer
6. Any other Design Team Members
2. ® Floor Plan
a) Plan view 1/8" minimum scale. Details a minimum'/-inch scale.
b) Plans must show the entire tenant space.
c) Specify the use of each room/area.
d) Provide an occupant load calculation on the floor plan.(on every floor, in all rooms and spaces)
e) Show ALL exits on the plans; include new, existing or eliminated.
f) Show Barrier-Free information on the drawings.
g) Show the location of all permanent rooms,walls and shafts.
h) Note the uses in the adjacent tenant spaces, if applicable.
i) Provide a door and door hardware schedule.
j) Show the location of all new walls, doors,windows, etc.
REV 2015 Page 3 of 7
G1�Y Off,
COMMERCIAL REMODEL
• •
PERMIT APPLICATION
Department of Community& Economic Development
City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551
k) Provide details and assembly numbers for any fire resistive assemblies.
1) Indicate on the plans all rated walls, doors,windows and penetrations.
m) Provide a legend that distinguishes existing walls,walls to be removed and new walls.
3. ❑ N/A Reflected Ceiling Plan
a) Plan view 1/8"minimum scale. Details a minimum'/-inch scale.
b) Provide ceiling construction details.
c) Provide suspended ceiling details complying with IBC 803.9.1.1.Show seismic bracing details.
d) Show the location of all emergency lighting and exit signage.
e) Detail the seismic bracing of the fixtures.
f) Include a lighting fixture schedule.
4. ® Framing Plan
a) Specify the size,spacing, span and wood species or metal gage for all stud walls.
b) Indicate all wall, beam and floor connections.
c) Detail the seismic bracing for all walls.
d) Include a stair section showing rise, run, landings, headroom, handrail and guardrail dimensions.
5. ❑N/A Storage Racks(if applicable)
a) Structural calculations are required for seismic bracing of storage racks eight feet or greater in height.
b) Eight feet or less,show a positive connection to floor or walls.
NOTE: High pile storage shall meet the requirements of current International Building and Fire Codes.
C. ❑ N/A SPECIAL INSPECTION
1. Where special inspection is required by IBC 1704,the registered design professional in responsible charge shall prepare
a special inspection program that will be submitted to the City of Arlington and approved prior to issuance of the building
permit to comply with IBC 106.1.
D. ❑ N/A WASHINGTON STATE ENERGY CODE
1. One(1)completed Washington State Non-Residential Energy Code Envelope Summary forms.
E. OCCUPANT'S STATEMENT OF INTENDED USE
1. The Occupant's Statement of Intended Use form shall be completely filled out and may require the submittal of a
Hazardous Materials inventory Statement(HMIS). Contact the Arlington
REV 2015 Page 4 of 7
CITY OF ARLINGTON
238 N. OLYMPIC AVE - ARLINGTON, WA. 98223
— PHONE; (360) 403-3551
BUILDING PERMIT
Address:19406 68th Dr NE Permit#:2249
Parcel#:31051400300200 Valuation:45000.00
OWNER APPLICANT CONTRACTOR
Name:WESTERN FOREST PRODUCTS US
LLC Name:Kara Eberle Name:JR ABBOTT CONSTRUCTION
Address:800-1055 W GEORGIA STREET Address:200 West Mercer St.Ste 503 Address:3408 1 ST AVENUE S
City,State Zip:VANCOUVER,BC V6E3P3 City,State Zip:Seattle,WA 98119 City,State Zip:SEATTLE,WA 98124
Phone: Phone:206-395-7603 Phone:206-467-8500
MECHANICAL CONTRACTOR PLUMBING CONTRACTOR
Name: Name:
Address: Address:
City,State,Zip: City,State,Zip:
Phone: Phone:
LIC#: EXP: LIC#: EXP:
JOB DESCRIPTION
PERMIT TYPE: Commercial Addition CODE YEAR: 2015
STORIES: CONST.TYPE: II B
DWELLING UNITS: OCC GROUP:
BUILDINGS: OCC LOAD:
PERMIT APPROVAL
I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;
NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S
COMPENSATION INSURANCE AND RCW 18.27.
THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID.
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR
A CERT4ityotonl#3101.
UPANCY HAS BEEN GRANTED. IBC IOARC110.
ALESles tax relating onstntction and construction materials in the City of Arlington must be reported on your sales tax return form
and cod
t Print Name Date Released By D•tc
CONDITIONS
Adhere to approved plans. Please call for final inspection.
THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION
ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION.
PERMIT FEES
Date Description Fee Amount
12/6/2018 Building Permit Fee $856.68
12/6/2018 Building Plan Review Fee ..84
84$556
12/6/2018 Processing/Technology Fee 556
12/6/2018 State Surcharge-Commercial $2500
$25.00
Total Due: $1,463.52
Total Payment: $0.00
Balance Due: $1,463.52
CALL FOR INSPECTIONS
BUILDING(360)403-3417
When calling for an inspection please leave the following information:
Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon
RAL
�NWENGINEERS
STRUCT
Engineers Northwest inc.,P.S.
WESTERN FOREST
PRODUCTS MILL
19406 68T" Drive Northeast
Arlington, WA 98233
STRUCTURAL CALCULATIONS
FOR
FIRE BARRIER
SSrG`
2015 International Building Code
October 29, 2018 Received
ENW# 18039000-6
OCT 3 0 zags
P
9725 Third Avenue NE,Suite 207
Seattle,WA 98115
206.525.7560.fax 206.522.6698
www.engineersnw.com
10/29/2018 Design Maps Summary Report 1
M(M Desig:: Maps Summary Report
User-Specified input
Report Title Arlington, WA
Mon October-29, 20 18 1 7:59;54 l I rfi
Building Code Reference Document 2012/2015 International Building Code
(!vhieh utilizas UGGS hazard data available iu 2003)
Site Coordinates 48,171991N, 122.137451W
Site Soil Classification Site Class D - "Stiff Soil"
Risk Category I/II/III
Stanwood, �� . � ,r•
FBEY HUL r
F QK T, _ AW-1AL
��5TILLAAAUISN �
SLISAW r�'
BAY Arlington .
r !"fN
�Itrr -�•r�:;�-1
l ' Varm Beach II 1 lql✓ H
T JUL r
WSINVAPON i granite FAs
SGS-Provided Output
Ss = 1.064 g SM5 = 1.143 g SDI = 0.762 g
SI = 0.414 g SMI = 0.656 9 Sol = 0.438 g
For information on how the SS and 51 values above have been calculated from probabilistic (risk-targeted) and
deterministic ground motions in the direction of maximum horizontal response, please return to the application and
select the"2009 NEHRP"building code reference document.
NIC'FSa Response Spectrum Design Response Sptxl rum
sas
PA
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{.ay 4Pi
fr4:i 1,sa
a
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t'rli• --F-� !-f
-,O pi: 01I,i �Ifol 01AMI 1)" I. 14:; tie' IA. e:.�. i.-Nf +.[, �.. I•=1 l.J, 1A I_U, G11 „_,L.
'Inugh this infortvlation is a product of the U.S. Geological Survey, we provide no warranty, expi ssed or impl!ed; as to the
,hracy of the data contained the'ein. This too! is not a sub7t tote for technical;ub)ect-rnnWir knowledje.
https://prod0l-earthquake.cr.usgs.gov/designmaps/us/summary.php?template=minimal&latitude=48.17198911179904&longitude=-122.137451447196... 1/1
10/8/2018 ATC Hazards by Location
LD, This is a beta release of the new ATC Hazards by Location wrebsite. Please contact us with feedback.
OTC Hazards by Location
.-arch Information
Address: 19406 681h Dr NE,Arlington,WA 98223,USA
Coordinates: 48.1726531.-122.13859930000001
Timestamp: 2018-10-09T00:20:36.166Z
Hazard Type: Wind
Map Results
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'IaVIliai f Il'EI. �,,,�,j�c tJ+IliOntil Futrii
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spnti.)nn
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✓, ir.: l�r.- 4 t - LL7&"LA"
Text Results
ASCE=7_16
MRI 10-Year _. ... 68 mph
MRI 25-Year 74 mph
MRI 50-Year _... . _..... 79 mph
MRI 100-Year 84 mph
Risk Category I 93 mph
Risk Category II . .-. ._.. - 98 mph
Risk Category III 105 mph
Risk Category IV 109 mph
ASCE 7-10
MRI 10-Year 72 mph
MRI 25-Year 79 mph
MRI 50-Year 85 mph
MRI,100-Year 91 mph
Risk Category 1 100 mph
Risk Category II 110 rn
https://hazards.atcouncil.arg/#/wind?address=19406%2068th%2ODr%20NE%2C°/a2OArlington%2C%20WA%2098223%2C"/`20USA&Iat=48.1726531... 1/2
ENWENGINEERsNORTHWEST, INC., P.S. STRUCTURAL ENGINEERS
9725'1'[-]IRD AVE T\C,Surrr 207,Sr_nTrLr,W.A 98115 (206)525--7560 FAX(206)522--6698
PROj cT# atx9` NOJEC'r A'KT11$Ar-nV AAlt-L,S DATE
SUBJEC-C - - f-c,&IAC. 60-nf,4 * " R� 1`vARZLI�R SHEEr Or
_ By
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ENGINEERS-NORTHWEST.INC.P.S. SHEET OF
9725 THIRD AVE N E (SI IITE 207.)
SEA71'LE,WA.98115
`''•Property of Engineers Northwest.Inc.,P.S.- Use by others unlawful
ASCE 7-10
Wind Loads per ASCE 7-10-Chapter 30-Components&Cladding-h<_60'-0"
Input Cells=
Project Number:
Project Name: Mill Arlington T—
Location: --�
Design By:
Program Limitations: 1. Building must be a low-rise building or
2. Building mean roof height does not exceed 60 feet.
3. Building is enclosed or partially enclosed.
BUILDING AND SITE INFORMATION
INPUT
Building width,B= 98 It
Building length,L= 150 It
Building eave height,he= _ 22 ft
Building ridge height,hr= 25 ft
Height of parapet,hp= 24.5 It
Roof slope,s= 1,0�U in.lft =4.76 degrees
Is roof a gable or hip= Gable
Risk Category= II
Wind velocity,V= 110 mi/hr = 85 mi/hr(ASD)
Exposure=
Topographic factor,K,I= q
Wind directionality factor,Kd= 185
Bldg internal pressure condition= Part
_Enclosed
Wall Effective Wind Area,EWA= 165 h'
Roof Effective Wind Area,EWA= 7 II`
OUTPUT
Mean roof height,h= 22 ft
a= 8.8 It
Internal Pressure Coeffs,GCpi= 0.55
-0.55
Pressure exposure coeff,KI,= 0.64
Velocity pressure,q = 16.85 psf
COMPONENTS AND CLADDING(C&C)
p=gn((GCp)-(GCPi)l(lb/ft2)
Wind Pressures for Walls with h<_60'
"Note Design wind pressures shall not be less than a net pressure of 16psf(ult)
acting in either direction normal to the surface.
Wind Pressures Acting Toward Surface
Bldg Surface 4&5= 21.2 psf(LRFD)=12.7 psf(ASD)
Wind Pressures Acting Away From Surface
Bldg Surface 4= -22.7 psf(LRFD)=-13 6 psf(ASD)
Bldg Surface 5= -24 psf(LRFD)=-14.4 psf(ASD)
I
s i+
.may o
5 5
Copy of ASCE7-10 Wind Leads Low Ri se.xIsx
C&C
EN GIN EERS-NORTHWE ST,INC.P.S SHEET OF
9725 THIRD AVE N E.(SUITE 207) 111
SEATTLE.WA 98115
Wind Pressures for Roofs(gable roofs.&bin roofs)with h <_60'
`Note: Design wind pressures shall not be less than a net pressure of 16psf(ult)
acting in either direction normal to the surface.
Wind Pressures Acting Toward Surface
Roof Surface 1,2&3= 12.6 psf(LRFD)=7.6 psf(ASD)
Wind Pressures Actina Away From Surface
Roof Surface 1 = -24A psf(LRFD)=-14.6 psf(ASD)
Roof Surface 2= -27.8 psf(LRFD)=-16.7 psf(ASD)
Roof Surface 3= -27.8 psf(LRFD)=-16.7 psf(ASD)
Wind Pressures Actlnq Away From Surface(overhang)
Roof Surface 1 = -23.3 psf(LRFD)=-14 psf(ASD)
Roof Surface 2= -23.3 psf(LRFD)=-14 psf(ASD)
Roof Surface 3=�I -13.5 psf(LRFD)=-8.1 psf(ASD)
02
I I
02
1 1 \
1 I
I I H
--
a
1 I
t i
1
1 1
.5. Ifa pmapet equal to or highur Iwo 3 h ff>.Pm)is provided around Ihi perimeter of the ioal�wdh(i t:7".
the negative values of CiC",ill Zone 3 shall Lc equal to th05u 1101 70uc 2 autl positive values o(fiC in
?ones 2 and 3 shall Iw set equal to)hose f01'n;vll"Zones 41uid 5 respeclively in Figure.30.4-1.
Wind Pressures for Parapets feeble roofs.&hip roofs ,with h<60'
'Note: Design wind pressures shall not be less than a net pressure of 16psf(ult)
acting io either direction normal to the surface-
pp=gv[(GCo)-(GCpa)](IblftZ)
Velocity pressure,qp= 17.38 psf
Parapet Load Casa A
Wind load @ corner,pp= 31.4 psf(LRFD)=18.8 psf(ASD)
Wind load not @ corner,pp= 31.4 psf(LRFD)=18.8 psf(ASD)
Parapet Load Case t3 [� ✓ ��rb l'-
Wind load @ corner,pi,= 27.5 psf(LRFD)= 16.5 psf(ASD)
Wind load not @ corner,pp= 26.1 psf(LRFD)=15.7 psf(ASD)
Windward jv,aper Leeward patupel
Load Case A Loud Case Il
Top nf'parapot
4,30 c• �rq Fey i:l.i 5331'i•�v
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+u3llntl'.vQ
an4aal'c Prn-:u u __ IhYALN'
:�w7Sl --ter
—� ht,
Copy of ASCE7-10 Wind Loads Low Rise.xlsx
C&C
ENWENGINEERs NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS
9725 THIRD AVE NE,SUITE 207,SFAI-I Lb,WA 98115 (206)525-7560 FAX(206)522-6698
PROJECT# PROJEC i' DATE
SUfiJ1.C,T SHEET OF
BY
r SfcZSIMt=t
Fe tA-) fUM l
r CA b kro a
20 C I Z
i
C
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Ck K�12 �61) 162 5�- A� 7v d31 � C ST•�, at Tl�cu p,
d
Project Name: New Workspace Page 1 of 1
Model: Beare/Stud—1 Date:10/15/2018
Code: 2012 NASPEC[AISI S100-2012) Simpson Strong-Tie®CFS DesignerT"2.5.3.0
f Section: (2)600S162-54(50 ksi)Back-To-Back C Stud
Maxo= 5054.2 Ft-Lb Va= 5645.8 lb 1=5.72 in^4
Loads have not been modified for strength checks
Loads have not been modified for deflection calculations
2.50 20.00
N Bridging Connectors-Design Method=AISI S100
Simpson Strong-Tie
Span/Cantilever Bridging Connector Stress Ratio
Span N/A
Top Cantilever NIA
rN
Shear and Web Crippling Checks
Bending and Shear(Unstiffened): 3.6% Stressed @R2
25.00 15.00 Bending and Shear(Stiffened): NA
Web Stiffeners Required?: No
r
I ,
Simpson Strong-Tie Connectors
Connector Anchor
Support Rx(Ib) Ry(lb) Simpson Strong-Tie Connector Interaction Interaction
R1 185 0 FCB43.5 Min(4#12-14)&(4)#12 SST X to A36 Steel 18.97% 11.64%
R2 240 0 SCB45.5(2)& (2)#12 SST X to A36 Steel 31.58% 30.19%
'Rt:,t i cnce caiaiuy iur connecior anu anuhur requirement notes as weii as screw piacemenis requirement
Flexural and Deflection Check
Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection
Span Ft-Lb Maxo Ft-Lb (in) Ft-Lb Ma(Brc) (in) Ratio
Span 1140.8 0.226 1140.8 Full 5054.2 0.226 0.756 U397
Top Cantilever 62.5 0.012 39.9 None 4625.7 0.009 0.236 L/255
Distortional Buckling Check
Span K-phi Lm Brac Ma-d Mmaxi
lb-in/in in Ft-Lb Ma-d
Span 0.00 300.0 4316.7 0.264
Top Cantilever 0.00 30.0 4316.7 0.014
SIMPSON STRONG-TIE COMPANY INC. www.strongfe.com
Project Name: New WorkSpace Page 1 of 1
Model: Beam/Stud—1 Date:10/15/2018
Code: 2012 NASPEC[AISI S100-2012] Simpson Strong-Tie®)CFS Designer7°2.5.3.0
Section: 60OS162-54(50 ksi)Single C Stud
Maxo— 2527.1 Ft-Lb Va= 2822.9 lb I= 2.86 in^4
Loads have not been modified for strength checks
N Loads have not been modified for deflection calculations
Bridging Connectors-Design Method=AISI S100
Simpson Strong-Tie
Span/Cantilever Bridging Connector Stress Ratio
Span N/A -
Shear and Web Crippling Checks
Bending and Shear(Unstiffened): 5.3% Stressed @R1
20.00 1S.00 Bending and Shear(Stiffened): NA
Web Stiffeners Required?: No
Simpson Strong-Tie Connectors
Connector Anchor
Support Rx(lb) Ry(lb) Simpson Strong-Tie Connector Interaction Interaction
R1 150 0 FC1343.5 Min(4412-14)& (4)#12 SST X to A36 Steel 15.38% 9.43%
R2 150 0 SCB45.5(2)&(2)#12 SST X to A36 Steel 19.74% 18.87%
Reference catalog for connector and anchor requirement notes as well as screw placements requirement
Flexural and Deflection Check
Mmax Mmax/ Mpos Bracing Ma(Brc) Mposl Deflection
Span Ft-Lb Maxo Ft-Lb (in) Ft-Lb Ma(Brc) (in) Ratio
Span 750.0 0.297 750.0 Full 2527.1 0.297 0.640 L/375
Distortional Bucklinq Check
Span K-phi Lm Brac Ma-d Mmax/
lb-in/in in Ft-Lb Ma-d
Span 0.00 240.0 2158.3 0.347
SIMPSON STRONG-TIE COMPANY INC. www.strongtie.com
I
ENWENGINEERs NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS
9725 Tl=IRD Ave NE,Sui rE 207,SLATTLr,WA 98115 (206)525--•7560 FAX(206)522-6698
PROJECT# PROJECT � DATE-
SUBJECT _.. SHEET-OF-
By
A*W Rue7� � Lgyu GF{�
Tille Block Line 1 Project Title: <J
You can change this area Engineer: 4
using the"Settings"menu item Project ID:
and then using the"Printing& Project Descr:
Title Block"selection.
Title Block Line 6 Printed 29 ocT 2016. 2A7I'M
Steel Beam - - Fde-CW9 sVchz%Desktop11I v6 61
Software copynght ENERCALC,INC 1983 2018,0uM f018 9 30
Description: --None-
CODE REFERENCES
Calculations per AISC 360-10, IBC 2015, CBC 2016,ASCE 7-10
Load Combination Set:ASCE 7-16
Material Properties _
Analysis Method: Allowable Strength Design Fy:Steel Yield: 36.0 ksi
Beam Bracing: Completely Unbraced E:Modulus: 29,000.0 ksi
Bending Axis: Major Axis Bending
Span=30.0 ft
Applied Loads Service loads entered Load Factors will be applied for calculations
Beam self weight NOT internally calculated and added
Uniform Load: D=0.0050, Lr=0.0250 k/ft, Tributary Width-1.0 ft
DESIGN SUMMARY _ _ _ ___ •== , •
Maximum Bending Stress Ratio = 0.730: 1 Nlax_imum Shear Stress-Ratio= 0.014 : 1 1
Section used for this span C8x13.75 Section used for this span C8x13.75
Ma:Applied 3.375 k-ft Va:Applied 0.450 k
Mn/Omega:Allowable 4.623 k-ft Vn/Omega:Allowable 31.352 k
Load Combination +D+Lr+H Load Combination +D+Lr+H
Location of maximum on span 15.000ft 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 0.437 in Ratio= 823>=360
Max Upward Transient Deflection 0.000 in Ratio= 0<360
Max Downward Total Deflection 0,525 in Ratio= 686>=180
Max Upward Total Deflection 0.000 In Ratio= 0<180
Maximum Forces $ Stresses for Load Combinations
Load Combination tvlax Stress Ratios_ Summary of Moment Values _ _ Summary of Shear Values
Segment Length Span# M V Mmax+ Mmax- Ma Max Mnx Mnx/Ornega Cb Rm Va Max Vnx VnxlOmega
Dsgn.L= 30.00 If 1 0.122 0.002 0.56 0.56 7.72 4.62 1.14 1.00 0.08 52.36 31.35
+D+L+H
Dsgn.L= 30.00 it 1 0.122 0.002 0.56 0.56 7.72 4.62 1.14 1.00 0.08 52.36 31.35
+D+Lr+H
Dsg n.L= 30.00 ft 1 0,730 0.014 3.38 3.38 7.72 4.62 1.14 1.00 0.45 52.36 31.35
+D+S+H
Dsgn.L= 30.00 It 1 0.122 0.002 0.56 0.56 7.72 4.62 1.14 1.00 0.08 52.36 31.35
+D+0.750Lr+0.750L+H
Dsgn.L= 30.00 ft 1 0,578 0.011 2.67 2.67 7,72 4.62 114 1.00 0,36 52.36 31.35
+D+0.750L+0.750S+H
Dsgn.L= 30.00 It 1 0.122 0.002 0.56 0.56 7.72 4.62 1.14 1.00 0.08 52.36 31.35
+D+0.60W+H
Dsgn.L= 30.00 ft 1 0.122 0 002 0.56 0.56 7.72 4.62 1.14 1.00 0.08 52.36 31.35
+0+0.750Lr+0.450W+H
Dsgn.L= 30.00 ft 1 0.578 0,011 2.67 2.67 7.72 4.62 1.14 1.00 0.36 52.36 31.35
•D+0.750S+0A50W+H
Dsgn.L= 30.00 ft 1 0.122 0.002 0.56 0.56 7.72 4.62 1.14 1.00 0.08 52.36 31.35
+0.60D+0.60W+0,601-1
Dsg n.L= 30.00 ft 1 0.073 0.001 0.34 0.34 7.72 4.62 1.14 1.00 0.05 52.36 31.35
+D+0.70E-460H
Dsgn.L= 30.00 ft 1 0.122 0 002 0.56 0.56 7.72 4.62 1.14 1.00 0.08 52.36 31.35
+0+0.750L40.750 S+0.5250 E+H
Dsgn.L= 30.00 ft 1 0122 0.002 0.56 0.56 7.72 4.62 114 100 0.08 52.36 31.35
Title Block Line 1 Project Title:
You can change this area Engineer:
using the"Settings"menu item Project ID:
and then using the"Printing& Project Descr:
Title Block"selection.
Title Block Line 6 _Panted:29 OCT 2016, 247PM
Steel Beam He=CWs=VvchzOwktoplll ec6
Software ajDyrOtENERCA C INC 19B3.201B-Build I 18930
Description; -None-
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
Dsgn.L= 30.00 ft 1 0.073 0.001 0.34 0.34 7.72 4.62 1.14 1.00 0.05 52.36 31.35
Overall Maximum Deflections
Load Combination Span Max.""Den Location in Span Load Combination Max.'+"Dell Location in Span
+p+Lr+H 1 0-5246 15 086 D.00OD 0.000
Vertical Reactions _ _ Support notation:Far left is#1 Values in KIPS
Load Combination _ Support 1 Support 2
OverallMAXimum 0.450 0.450 -'
Overall MINimum O.D45 0.045
+D+H 0.075 0.075
+D+L+H 0.075 0.075
+D+Lr+H 0.450 0.450
+D+S+H 0.075 0.075
+D+0.75OLr+0.750L+H 0.356 0,356
+D+0.750L+0.750S+H 0.075 0.075
+D+0.60W+H 0.075 0.075
+D+0.750Lr+0.450W+H 0.356 0.356
+D+0.750S+0.450W+H 0.075 0.075
+0.60D+0.60W4601-1 0.045 0.045
+D+0.70E+0.60H 0.075 0.075
+D+0.750L+0.750S+0.5250E+H 0-075 0.075
+0.60D+0 70E-FH 0.045 0.045
D Only 0.075 0.075
Lr Only 0.375 0.375
L Only
S Only
W Only
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Permit#: 2249
Permit Date: 10/31/18
Permit Type: COMMERCIAL ADDITION
Project Name: WFP Arlington Mill Renovation- Fire Separation
Applicant Name: Kara Eberle
Applicant Address: 200 West Mercer St. Ste 503
Applicant, City, State, Zip: Seattle,WA 98119
Contact: Kara Eberle
Phone: 206-395-7603
Email: karae@ctagroup.com
Scope of Work: Fire Separation
Valuation: 45000.00
Square Feet: 169058
Number of Stories: 1
Construction Type:
Occupancy Group:
ID Code:
Permit Issued: 12/11/2018
Permit Expires:
Form Permit Type:
Status: LASERFICHE
Assigned To: Raelynn Jones
Property
Parcel# Address Legal Description Owner Name Owner Phone Zoning
WESTERN FOREST
31051400300200 19406 68TH DRIVE NE PRODUCTS US Planing
Sawmills&
ning Mills
LLC Pla
Contractors
Contractor Primary Contact Phone Address Contractor Type License License#
JR ABBOTT J.R.ABBOTT 206-467-8500 3408 1ST CONSTRUCTION Labor&JRABBCI022JZ
CONSTRUCTION AVENUE S CONTRACTOR Industries
Inspections
Date Inspection Type Description Scheduled Date Completed Date Inspector Status
01/02/2019 C20.BUILDING Firewall approved 12/18/2018 12/18/2018 BUILDING Approved
FINAL
Plan Reviews
Date Review Type Description Assigned To Review Status
10/31/2018 COMMERCIAL BUILDING
ADDITION
Fees
Fee Description Notes Amount
Building Permit Table 4-1 $856.68
Building Plan Review Table 4-2 $556.84
Processing/Technology $25.00
State Surcharge-Commercial Commercial Only $25.00
Total $1,463.52
Attached Letters
Date Letter Description
12/06/2018 Building Permit
Payments
Date Paid By Description Payment Type Accepted By Amount
12/11/2018 David Garcia 72998621 cc Raelynn Jones $1,463.52
Outstanding Balance $0.00
Uploaded Files
Date File Name
01/02/2019 4366795-2249 12-18-2018Inspection Card.pdf
12/11/2018 4316924-2249 Signed permit.pdf
10/31/2018 4140745-2249 Application.pdf
10/31/2018 4140746-2249 Structural Calcs.pdf
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