HomeMy WebLinkAbout19321 59th Ave NE_1958_2026 GITY OF ARLW-4GTON
238 N. OLYMPIC AVE - ARLINGTON, WA. 98223
PHONE; (360) 403-3551
BUILDING PERMIT
Address:19321 59th Avenue NE Permit#:1958
Parcel#:31051500401200 Valuation:25000.00
OWNER APPLICANT CONTRACTOR
Name:COA/Duane Wilcoxon Name:Duane Wilcoxon Name:Duane Wilcoxon
Address: 18204 59th Drive NE Address:19321 59th Avenue NE Address: 19321 59th Ave NE
City,State Zip:Arlington,WA 98223 City,State Zip:Arlington,WA 98223 City,State Zip:Arlington,WA 98223
Phone: Phone:425-418-3680 Phone:425-418-3680
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: 1 CONST.TYPE:
DWELLING UNITS: 0 OCC GROUP:
BUILDINGS: 2 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 OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110.
SALES TAX NOTICE:Sales tax rela mg to construction and construction materials in the City of Arlington must be reported on your sales tax return form
and coded City of Arlingt n 3101.
Signature Print Name Date Released By f Da e
CONDITIONS
See d-lined plans for additional requirements. Adhere to approved plans.
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
9/18/2018 Building Permit Fee $563.68
9/18/2018 Building Plan Review Fee $366.39
9/18/2018 Processing/Technology Fee $25.00
9/18/2018 State Building Code Surcharge Fee $4.50
Total Due: $959.57
Total Payment: $0.00
Balance Due: $959.57
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
i� � - -
Permit Information
Date 5/7/2018
Permit Number 1958
Project Name NW Custom Aircraft Hangars
Applicant Name Duane Wilcoxon
Applicant Address 19321 59th Avenue NE
City,State,Zip Arlington,WA 98223
Contact Duane Wilcoxon
Phone 425-418-3680
Email cri59@msn.com
Permit Type Commercial Addition
Site Address 19321 59th Avenue NE
Valuation 25000.00
Status Applied
Permit Issued
Permit Expires
Square Feet 0
Type of Construction/Occupancy Load
Number of Stories 1
Proposed Use Equipment Storage 60x25 addition
Assigned To Launa Peterson
Property
Parcel Address Subdivision Lot Owner
31051500401200 19321 59th Ave NE COA/Duane Wilcoxon
Review
Date Type Description Tar et Date Completed !qkirport
Assigned To Status
5/7/2018 -ommercial Building5/28/2018 Buildin In Review
5/7/2018 )Commercial Building5/28/2018 In Review
Fees
Fee Description Notes Amount
Building Permit Fee 322.10.00.00 $563.68
Building Plan Review Fee 345.83.00.00 $366.39
Processing/Technology Fee 341.43.00.02 $25.00
State Building Code Surcharge Fee 386.00.01.00 $4.50
Total $959.57
Uploaded Files Upload File
Date File Uploaded By
5/7/2018 3:33:36 PM 11958 App.pdf Peterson,Launa x
Y
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: ( ) Commercial Remodel ( ) Commercial Addition ( ) Tenant Improvement
vJ A �1�s2z3
Project Address: -\Lj C\ Parcel lD#:
Project Description: 1PVAaCV Legal Description:
Project Valuation: Zs x`
Owner:akc. n Q_ L0 \ ,Xo n Phone Number: ZS J S .3,yrm
Address: 16 2JTI 6n1l mUPS kie city:N��1�i.� r�
- y tt�= State: VLi�`ZJip Code:��SC�`iL?�1�"
Contact Person.rmy1 L U )\kCC))cC)n Phone Number: L42-5- LT I p ,j(pW
Cell Phone: E-mail:
Address: I_q-- ,L1 c7� (AV 6 City: V\_C. �,�n State: k&) Zip Code:VJg2Z7-)
Contractor: Phone Number: "7lT,J qi$$ 91WYb
Address: "I 3 Z) O�w i � City: MI 1A6A b Ws- State. � ,� Zip Code: 9 T7/Z_�p
Contractor's License Number:NV\/(-[ Expiration: 2-1 2-4.P12-o 2-0
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
a o
COMMERCIAL REMODEL
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 .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
Cat Y U�
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 In l-Lk--.,
Site Address 41 Q I -Prl(-00(_� Q1Vd. fKk'v'g%Bldg./Unit/Su f qd q_T Er..
IBC Construction Type MRCk\ IBC Occupancy Type
Description of Use PWCCVN► 4, �W(AGIV-
Building Square Footage Z?j, Number of Stories
Square Footage per Floor 2-3/Z-7.0 2Ti- -
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 accordance with a laws, , 18's and regulation of the State of Washington.
Appll rns ature
Print Applicants Name Date
FOR STAFF USE ONLY Deceived
MAY 3
Permit# Accepted By Amount Received_ Receipt# Date Received
REV 2015 Page 7 of 7
Y Off,
COMMERCIAL REMODEL
t'YGCoZ 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
❑ 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
-� COMMERCIAL REMODEL
PERMIT APPLICATION
oNG
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
o,
COMMERCIAL REMODEL
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. ❑ 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 %4-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
--TILL 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 U 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.
0 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 ❑ 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. ❑ 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. ❑ 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
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Labor
WorkplaceRights ..-
Washington State Department of
Labor & industries
N W CUSTOM AIRCRAFT HNGRS LLC
Owner or tradesperson 19321 59TH AVE NE
Principals ARLINGTON,WA 98223
425-418-3680
WILCOXON,DUANE EARL,MANAGER SNOHOMISH County
Doing business as
N W CUSTOM AIRCRAFT HNGRS LLC
WA UBI No. Business type
603 324189 Limited Liability Company
License
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.
NWCUSWC826C6
Effective—expiration
02/26/2018—02/2612020
Bond
WESTERN NATIONAL MUTUAL INS $12,000.00
Bond account no.
41857
Received by L&I Effective date
02/26/2018 02/23/2018
Expiration date
Until Canceled
Insurance
Colony Ins Co $1,000,000.00
Policy no.
101 GL009274500
Received by L&I Effective date
02/26/2018 02/23/2018
Expiration date
02/23/2019
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.
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.
599,703-00
Doing business as
NW CUSTOM AIRCRAFT HANGERS
Estimated workers reported
Quarter 2 of Year 2018"0"Workers
L&I account contact
T1/TYRONE COLEMAN(360)902-4807-Email:COTI235@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
No inspections during the previous 6 year period.
Lam',\
Structural Design Associates
3006 Rucker Ave
Everett, WA 98201
Phone: (425) 339-0293
Fax: (425) 252-0916
STRUCTURAL CALCULATIONS
FOUNDATION DESIGN
SDA Job # 8496
S co V/,y
r
438 CITY OF ARLINGTON
SIpNAL � BUILDINGS DEPARTMENT
APPROVED
AUG p 2018 DA av o.
No CHANGES AUTHORIZED
UNLESS APPROVED BY THE
BUILDING INSPECTOR
FOUNDATOIN DESIGN
19321 59th Ave NE OFFICE C
ARLINGTON, WA 98223
August 8, 2018
Received
AUG 0 9 2018
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Project Title:
Engineer: Project ID: 8496
Project Descr: Foundation Design
G@@rat Footle rilGeneral =Ctiusessdapp�o�ai<os;t3;��u.;
g ENERC&C,INC t.r812M,Budd W 18 1 31 Vc, IO to 1.0
Description' Foundation supporting max Column reaction
Codo.Roferences - -
CalUllatIOnS per ACI 318-14, IBC 2015, CBC 2016,ASCE 7-10
Load Combinations Used : IBC 2015
General Information
Nllato.ial Rroper ies Soil Design Values
f'c:Concrete 28 day strength = 3.0 ksi Allowable Soil Bearing 1.50 ksf
fy:Rebar Yield = 60.0 ksi Increase Bearing By Footing Weight = No
Ec:Concrete Elastic Modulus = 3,122.0 ksi Soil Passive Resistance(for Sliding) - 250.0 pcf
Concrete Density = 145.0 pcf Soil/Concrete Friction Coeff. 0.25
cp Values Flexure = 0.90
Shear = 0.750 Increases based on footing Depth
A nai'ysis seit:ingr s Footing base depth below soil surface = fl
Min Steel%Bending Reinf. Allow press.increase per foot of depth ksf
Min Allow%Temp Reinf, - 0.00180 when footing base is below = ft
Min.Overturning Safety Factor = 1.0 1
Min.Sliding Safety Factor = 1.0 :1 Increases based on footing plan dimension
Add Ftg Wt for Soil Pressure Yes Allowable pressure increase per foot of depth
Use ftg wt for stability,moments&shears Yes ksf
Add Pedestal Wt for Soil Pressure No when max.length or width is greater than
ft
Use Pedestal wt for stability,mom&shear No
Dimensions
Width parallel to X-X Axis 6.0 ft
Length parallel to Z-Z Axis = 6.0 ft
Footing Thickness 24.0 in
t
l i 1
Pedestal dimensions.,. ��'— '
px:parallel to X X Axis = in ;-
Height parallel to Z-Z Axis _ in
f
Rebar Centerline to Edge of Concrete.. I '
at Bottom of fooling = 3.0 in
Reinforcinu „E
Bars parallel to X-X Axis _
Number of Bars 8.0
Reinforcing Bar Size # 6
Bars parallel to Z-Z Axis
Number of Bars 8.0
Reinforcing Bar Size # 6 IA,
Bandwidth Distribution Check (ACI 15.4.4.2)
Direction Requiring Closer Separation n/a
#Bars required within zone n/a
#Bars required on each side of zone n/a
Applied Loads _
D Lr L _S _W E _ _H
P:Column Load Z 2.0 9.0 9.0 13.0 6.0 k
OB:Overburden = ksf
M-xx k-ft
M-zz - k-ft
V-x - 1.0 5.0 5.0 8.0 4.0 k
V-z = k
Project Title:
Engineer; Project ID: 8496
Project Descr: Foundation Design
'_,�,nlc�ral Footing FNERCALC,1NC_1_983-29W Dwir!ik'IC'0
Description Foundalion supporting max Column reaction
,E5)Gf4 SUMMARY
Min.Ratio Item Applied Capacity Governing Load Combination
0.770 Soil Bearing 1.155 ksf 1.50 ksf +D+0.750L+0,7505-F0A50M)�H about
n/a Overturning-X-X 0.0 k-ft 0.0 k-ft No Overturning
4240 Overturning-Z-Z 10.80 k-ft 45.792 k-ft +().60D+0.60W+G,G0ll
1 131 Sliding-X-X 5.40 k 6.106 k +0,60D+0 60ffi-0.60H
n/a Sliding-Z-Z 0.0 k 0,0 k No Sliding
n/a Uplift 0.0 k 0,0 k No Uplift
A 0,09481 Z Flexure(+X) 5,112 k-ft/ft 53.922 k-ft/ft +1.200+1 601_(+0.50,Ni-1.601 I
0.01322 Z Flexure(-X) 0.7127 k-ft/ft 53.922 k-ft/ft i 1.2CD-i 1 601-r A WKW-t 1.60H
0,05401 X Flexure(+Z) 2.913 k-ft/ft 53.922 k-fUft +1.20D+1 601_(+0.50*0,601
0,05401 X Flexure(-Z) 2,913 k-ft/ft 53.922 k-ft/ft +1.20D+1.60l_r-�-0.50VV+1 RH
0W465 1-way Shear(+X) 6,133 psi 82,158 psi +1.20D+1.60Lr+0.50VV+1.M i
0.004132 1-way Shear(-X) 0.3394 psi 82.158 psi +1,20D+1.60l_r+0.501N+1,G0l1
0.03939 1-way Shear(+Z) 3,236 psi 82.158 psi +1.20D+1,60l_r+().50W+1 30H
0-03939 1-way Shear(-Z) 3,236 psi 82.158 psi +1,20D+1.60Lr+0,50VV+1,130H
0.07315 2-way Punching 12.020 psi 164.317 psi 4-1.20D+1.60l_r+0.50*1,601-1
Rotation Axis& Xecc Zecc Actual Solll Bearing Stress @ Location Actual I Allow
Load Cornbinatlon... Gross Allowable Bottom.-Z -Lop,'z Left,-X Right,+X Ratio
X-X.+D+H 1.50 n/a 0.0 0.3456 0.3456 n/a n1a
X-X.+1[)+l_+H 1.50 n/a 0.0 0.3456 0.3456 n/a n/a 0
X-X.+D+Lr+l1 1.50 n/a 0.0 0.5956 0.5956 n/a n/a .39"
X-K+D+S+l1 1.50 n/a 0.0 0,5956 0.5956 n/a n1a
X-X.+D+0 750Lr+0.750L.+lA 1.50 n/a 0.0 0,5331 0.5331 n/a n1a
X-X. i-D+0.750l_+0,750S+H 1.50 n/a H 0.5331 0.5331 n/a n/a
XX+D+0.60W+l1 1.50 n/a 0,0 0.5622 0,5622 n/a n/a
X-'X, J)+0.701[41-1 1.50 n/a 0,0 0.4622 0.4622 n/a n/n
X-X.+1)i0,750Lr40.750L+0.450W+H 1.50 n/a 0.0 0.6956 0.6956 n/a n/a
X-X.+0+0.750L-�0.750S+0.450W+H 1.50 n/a 0.0 0.6956 0.6956 n/a n/a
X-X.+D+0.750L+0.7505 45250E+H 1.50 n/a 0.0 0.6206 0.6206 n/a n/a
X-X,+0.60D460*41601-1 1.50 n/a 0.0 0,4240 0.4240 n/a n/a
X-X 40,60D-i-0.70E+0.60H 1,50 n/a 0.0 0.3240 0.3240 n/a n/a
7 Z,+[)-FH 1.50 1,929 n/a n/a n/a 0.2906 0.4006
Z-Z.-rD+L+11 1.50 1,929 n/a n/a n/a 0.2906 0.4006
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7-7.+D+075()1_r+0.750L+H 1.50 5.941 n/a n/a n/a 0.2718 0.7943
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7-7, FD+0.60*H 1.50 6.877 n1a n/a n/a 0.2432 0.8812
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ZZ.-1-D+0,750l_r+0.750L+0A50W+H 1.50 8.003 n/a n/a n/a 0.2363 1,155
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,,-Z, 1,50 6.996 n1a n/a n/a 0.1370 051,10
Building:addition eQuote
Date/Time:5/1/2018 4:25 PM MST Control#:P201805012225
Cust Quote Nbr: Project Name: Page:2
*** PRELIMINARY REACTIONS ONLY - DO NOT USE FOR FINAL CONSTRUCTIONM ***
This page covers the following frame lines:
2
GLOBAL X POSITIVE TO RIGHT KIP
MAIN FRAME COLUMNS FSW 1ST TYP LAST BSW FSW WIND BSW WIND ENDWALL TYP INT
INT. INT. INT. COLUMNS COLUMNS CORNER COLUMNS
Dead 1 0 0 0 -1 I 0' 0
X' 0 0
Collateral Dead 9 0 0 0 -5 —t 0 0
Roof Live 0 0
Roof Snow" 5 0 0 0 -5 3 3
and to Left -3 ----f1_____ --& --0.-
zW
8' 3 3
.Ind to Right -8 0 0 0 3 $ 0 0
ind to Front -5 0 0 0 4 0 0
ind to Back -4 0 0 0 5 I
Ind
to Right -1 0 0 0 -1
Seismic to Left 1 0 0 0 1 I
GLOBAL Y : POSITIVE UPWAk3D ((KIPS)). /
/
MAIN FRAME COLUMNS Ff,"W 1ST TYP LAST BSW / � FSW WIND BSW WIND ENDWALL TYP INT
INT. TNT. INT. \\\ 1 COLUMNS COLUMNS CORNER COLUMNS
Dead 2 0 0 0 2 2 ) (2
Collateral Dead 1 0 0 0 1 4 �/ 0 0
9 0
Roof Live 9 TI 0 0
Roof Snow* 9 0 0 0 9 �1 0 0
Wind to Left -8) 0 0 0 -13 0 0
Wind to Riqht -13 i-2 0 0 0 -8 0 0
Wind to Front -9 ' 0 0 0 -1?" lj 0 0
Wind to Back -12 0 0 0 -9 0 0
Seismic to Riqht -I 0 0 0
Seismic to Left 1 0 0 0 -1 I
GLOBAL Z : POSITIVE COUNTERCLOCKWISE (FT-KIPS)
MAIN FRAME COLUMNS FSW 1ST TYP LAST BSW FSW WIND BSW WIND ENDWALL TYP INT
INT. INT. INT. COLUMNS COLUMNS CORNER COLUMNS
Dead 0 0 0 0 0 0 0
Collateral Dead 0 0 0 0 0 0 0
Roof Live 0 0 0 0 0 0 0
Roof Snow* 0 0 0 0 0 0 0
Wind to Left 0 0 0 0 0 0 0
Wind to Right 0 0 0 0 0 0 0
Wind to Front 0 0 0 0 0 0 0
Wind to Back 0 0 0 0 0 0 0
Seismic to Riqht 0 0 0 0 0
Seismic to Left 0 0 0 0 0
BASE PLATE AND ANCHOR BOLT INFORMATION
MAIN FRAME COLUMNS FSW 1ST TYP LAST BSW FSW WIND BSW WIND ENDWALL COLUMNS
INT. INT. INT. COLUMNS COLUMNS CORNER TYPICAL
Base Plate Width 8.00 0.00 0.00 0.00 8.00 8.00 10.00
Base Plate Lenqth 14.00 0.00 0.00 0.00 14.00 19.00 15.00
Anchor Bolt Quantity 4 0 0 0 4 4 4
Anchor Bolt Diameter 0.75 0.00 0.00 0.00 0.75 0.75 0.75
BRACING REACTIONS
BRACING CONDITION: NUM OF BRACED BAYS: 0
(NOTE: BRACING GLOBAL X LOADS ARE PERPENDICULAR TO FRAME GLOBAL X LOADS)
(NOTE:: FOR WALLS "WITH AN X BRACING CONDITION,BRACING GLOBAL Y LOADS ARE ADDITIVE TO FRAME GLOBAL Y
GLOBAL X : POSITIVE TO RIGHT ENDWALL INPLANE BRACING
LEFT COL. RIGHT COL.** LEFT COL. RIGHT COL.
Wind to Front 7 7 0 0
Wind to Back 0 0 0 0
Seismic to Front 2 2 0 0
Seismic to Back 0 0 0 0
GLOBAL Y : POSITIVE TO UPWARD ENDWALL INPLANE BRACING
LEFT COL. RIGHT COL. LEFT COL. RIGHT COL.
Wind to Front +/- 5 +/- 5 0 0
Wind to Back +/- 5 +/- 5 0 0
Seismic to Front +/- 1 +/- 1 0 0
Seismic to Back +/- 1 1 0 0
* (The Snow Reaction provided is the maximum of: Roof Snow, Unbalanced Snow, and User Override Snow.)
** The user must combine the lean to bracing reactions with supportinq buildinq bracing reactions.
Endwall bracing is not included in these reactions.
�7�7
Building:addition a Quote
Date/Time:5/1/2018 4:25 PM MST Control#:P201805012225
Cust Quote Nbr: Project Name: Page:1
*** PRELIMINARY REACTIONS ONLY - DO NOT USE FOR FINAL CONSTRUCTIONM ***
This page covers th'� following frame lines:
1
GLOBAL X : POSITIVE TO RIGHT (KIPS)
MAIN FRAME COLUMNS FSW 1ST TYP LAST BSW FSW WIND BSW WIND ENDWALL TYP INT
INT, INT. INT. COLUMNS COLUMNS CORNER COLUMNS
Dead 1 0 0 0 -1 ( 0 0
Collateral Dead 1 0 0 0 -1 0 0
Roof Live 1 0 0 0 -1 I 0 0
Roof Snow* 1 0 0 0 -1 0 0
Wind to Left . ..__._,. -- - 2 0---- -- 0 - -- -0- - 4 3 3
Wind to Right--_._____.. .___ .-4 -0-- - -0--- — U -2 3 3
Wind to Front -1 0 0 0 1 0 0
Wind to Back -1 0 0 0 0 0
Seismic to Right -1 0 0 0 -1
Seismic to Left 1 0 0 0 ]
GLOBAL Y : POSITIVE UPWARD (KIPS)
MAIN FRAME COLUMNS FSW 1ST - TYP LAST BSW ( FSW WIND BSW WIND ENDWALL TYP INT
INT. INT. INT. ` COLUMNS COLUMNS CORNER COLUMNS
Dead 1 0 2 0 1 2 2
Collateral Dead 1 0 1 0 1 0 0
Roof Live - 5 ---0 — 9 0 5 C1 0 0
Roof Snow* U 9 0 - -`�•� 0 0
Wind to Left_ - - 3 0 -1 0 t3
Wind to Right -8 0 - '1 0 -3 ( 11 00 00
Wind to Front -5 0 -1,0 0 -+
Wind to Back -] - 0 - -1,Q 0 —-5, 1 0 0
Seismic to Riqht -1' 0 0 0 7
Seismic to Left - 1 -----0-- 0
GLOBAL Z : POSITIVE COUNTERCLOCKWISE (FT-KIPS)
MAIN FRAME COLUMNS FSW 1ST TYP LAST BSW FSW WIND BSW WIND ENDWALL TYP INT
INT. INT. INT. COLUMNS COLUMNS CORNER COLUMNS
Dead 0 0 0 0 0 0 0
Collateral Dead 0 0 0 0 0 0 0
Roof Live 0 0 0 0 0 0 0
Roof Snow* 0 0 0 0 0 0 0
Wind to Left 0 0 0 0 0 0 0
Wind to Right 0 0 0 0 0 0 0
Wind to Front 0 0 0 0 0 0 0
Wind to Back 0 0 0 0 0 0 0
Seismic to Right 0 0 0 0 0
Seismic to Left 0 0 0 0 0
BASE PLATE AND ANCHOR BOLT INFORMATION
MAIN FRAME COLUMNS FSW 1ST TYP LAST BSW FSW WIND BSW WIND ENDWALL COLUMNS
INT. INT. INT. COLUMNS COLUMNS CORNER TYPICAL
Base Plate Width 8.00 0.00 10.00 0.00 8.00 8.00 10.00
Base Plate Length 14.,00 0.00 15.00 0.00 14.00 14.00 15.00
Anchor Bolt Quantity 4 0 4 0 4 4 4
Anchor Bolt Diameter 0.75 0.00 0.75 0.00 0.75 0.75 0.75
BRACING REACTIONS
BRACING CONDITION: NUM OF BRACED BAYS: 0
(NOTE: BRACING GLOBAL X LOADS ARE PERPENDICULAR TO FRAME GLOBAL X LOADS)
(NOTE: FOR WALLS WITH AN X BRACING CONDITION,BRACI G GLOBAL Y LOADS ARE'ADDITIVE TO FRAME GLOBAL Y
GLOBAL X : POSITIVE TO RIGHT ENDWALL INPLANE BRACING
LEFT COL. RIGHT COL.** LEFT COL. RIGHT COL.
Wind to Front-. 0 0 0
Wind to Back 0 0
Seismic to Front 0 "t5 0 0
Seismic to Back -2 Q 0 0
GLOBAL Y : POSITIVE TO UPWARD ENDWALL INPLANE BRACING
LEFT COL. RTG COL. LEFT COL. RIGHT COL.
Wind to Front +/- 5 +/- 0 0
Wind to Back +/- 5 +/- 0 0
Seismic to Front +/- 1 0 0
Seismic to Back +/- 1 +/ 1 0 0
* (The Snow Reaction provided is the maximum'of-: Roof Snow, Unbalanced Snow, and User Override Snow.)
** The user must combine the lean to bracing reactions with supporting building bracing reactions.
Endwall bracing is not included in these reactions.
• or.
PROJECT NUMBER: 050218tw
7PROJECT NAME: Duane Wilcoxon
rr4u = c3fq PROJECT LOCATION: Arlington, WA M B M A
COUNTY• Snohomish M E M B E R OXXXIIII103M
AC472
B U I L D I N ': SYSTEMS CUSTOMER: HCI Steel Buildings LLC Arlington, WA PROJECT LOADS �
DESIGN CODE: IBC 2015 BUILDING END USE: 1A ,.
NOTES AND SPECIFICATIONS ROOF LNE LOAD: 20 PSF MBMA OCC. CLASS: M
BUILDING ERECTION NOTES NOT REDUCIBLE PER CODE II — Standard Buildings u
1)THE GEER/L CONTRACTOR AND/OR ERMTOR Is ABLE TD SVMY AND GROUND SNOW LOAD: 25 PSF SNOW EXP. FACTOR, Ce: 1
PROPERLY ERECT THE METAL BUILDING SYSTEM N CONFORMANCE WITH THESE DRAWINGS, O
OSHAREQUIREAEOS,AND MBMA S IMARDS PERTAINING TO PROPER ERMWX THIS SNOW IMPORTANCE FACTOR, Is: 1
EICLUDFS,BUT IS NOT LNARED 70.THE CORRECT USE OF TEMPORARY GUtS AND a
BRACMG WHERE NEEDED FOR SOUMtlNG,PLIIMBNG,AND SEIDURING THE STRUCTURAL WIND: 115 WIND IMPORTANCE FACTOR, Iw: 1 SZE338
AND SECOIIDkW FRAMING,SECONDARY WALL FRAMING MEMBERS(GERDS OR BAR JOISTS) r
ARE MOT DESIGNID TO F1NNCT1oM AS A W Mt PLATFORM OR PROJIDE SAFETY TIE OFT EXPOSURE: C WITHIN HURRICANE COASTLINE❑YES ■NO �
ATTACHMENT M ACCORDANCE WITH OSHA REQUIREMENTS.SECONDARY ROOF FRAWNG
MREIMBERS OR BAR JCISIS)ARE NUM'DESIGNiED TO PROJDE SAFETY'TIE OFF UL 90 ❑YES NO
AnFc r I ArxamANCE wrrtH osNA R£ouRE>ENTs.
2)ALL HIGH STRENGTH BOLTS ARE TYPE ASTM A325 AND ARE TO BE INSTALLED TO THE
'SANG-TKNT'CONDITION AS DEFINED BY THE nFirATKfu Urn smirnnzu
.InNiS ra Tn. OR Mon TS tow EDITION.SECTION a1.UNLESS NOW SEISMIC INFORMATION Ss:1.042, S1:0.354
OTHERWISE ALSO.NOTE THAT BOLTS M STANDARD HOLES DO NOT REQUIRE WASHERS
PER THE =SPECRYATION FOR SrR1ITURAl JOINTS MNS 323 OR BOLTS.
SECTION Seismic
Design Sde Sd1: Site Class;
Seismic Imp. Factor Is: 1 Seismic Design Category:
3)ALL A=MACHINE BOLTS ARE TO BE"LIGHT TO A'SMUG TOO
CONDITION TO ENSURE THAT THE MATERIALS N TM JOINT ARE BROUGHT Analysis Procedure: Equivalent Lateral Force Method
RFPD GOOD CONTACT WITH EACH OTHER.
Basic SFAS:
4)WASHERS ARE REOUI RED AT ALL sLORED cmecITONS AS FOLLOWS:
.HOME TO SLOT OONINECi10N.ONE WASHER REQUITED ON SLATTED SIDE. NOTES:
.SLAT TO SLOT CONNECTION,TWO WASHERS REWRED,ONE ON EACH SIDE 1)COLLATMAL DEAD LOADS UNLESS OTHEHMSE NOTED,ARE ASSUMED TO BE
OF THE OOMExFION.HOWEVER AT UPPED ZEE AE36M WHETHER PURUNS UNIFORMLY DISMSUIFD.WHEN SUSPERNDED SPRINKLER SYSTDMB,LIGHTING,wAC
OR GIRM NO WASHERS ARE REQUIRED M THE D-BOLT LAPPED REGION. EQUIPMENT,CELNNM ETC.,ARE SUSPENDED FROM ROOF MEMBERS.CONSULT THE M.BS.
WMETAL BUILIMN SUPPLIER G SHALL BE NDMED PF"TO ANY IF THESE CONCENTRATED LOADS EXCEED MpV 200 POUNDS.OR IF iWAL MEMBERS ARE
MOdFMAl1aNS MOOIFTCADONS SHALL BE APPRCVED BY THE META. LOADED SIGNIFICANTLY MORE THAN OTHERS,
BUILDING SUPPLER SUM WORK IS UDERTAIQJL
2)THE DESIGN OF STRUCTURAL MEMBERS SUPPORTING GMVrfY LOADS 6 OONITROILED
6)AIR.WE1DN0 MLIST EE PERFORMED BY AIRS QUAIUFED WELDERS FOR BY THE MORE CRITICAL EFFECT OF ROOF LIVE WAD OR ROOF SNOW LOAD.AS
THE WEIDNO PROCFSSfS AM POSITIONS INDICATED.ALL WORK MUST BE DETERMINED BY THE APPLICABLE CODE
OOMPLEHFD AD RSPBCIED M ACCORDANCE MAIM THE APPLICABLE AWS
SPECIFICATIONS.WELD EECFRo .USED FOR TIRE SNARED(OR STICK)WED BUILDING
PROCESS MUST BE 70 K51 STEEL ANO LL7W HYDROGEN COR1IDNf. Odom U
�] COMMON AseaElSAnoMI$
e TYP UIJO-TYPICAL UNLESS NOTED OTHERWISE t))Stu-SIMILAR 1 2 J
o S LSHORr LEG ONG VERTICAL R)NE-NOT IN CONTRACT PRI.COL I J
SL-STEEL LINE
INS k PS-NEAR SIDE AND FAR SIDE N/A-NOT APPLICABLE SEC.COL I
e O.A.L.-OVERALL LENGTH if itiS-METAL BULLDING SUPPUF R SNOW CL 1.2
8)CONSTRUCTION LOADS SWY.L Nor BE PLACED ON ANY STRUCTURAL STEEL FRAMEIAOM SNOW Cs: Z
UNLESS SUCH FRAIA MM IS SAEI BOLTED,WERDFD,OR 07 ERNISE ADEQUATELY ROOF SNOW 21 _
SECURED
WIND pNCLt)SURE: Unclosed I Z Q
9) 'UiNSF' AND ARTS SWU NOT BE USED AS AN ANCADP46C POINT FOR A FALL O J
AIEIESf SYSIEA UNLESS WRITTEN APPROVAL IS OBTANED FROM THE METAL BUUXNG X SUPPLIER
10 PINUJHs MAY ONLY BE LAUD AS A WALI NG/WOMONG SURFACE WHEN INSTALLING SEISMIC Cs: O M
m
��d
PROTECTION�1ASH ALL PQbAVIDIT MI ONG WAS BEEN NSTAI.M AND FALL RASE SHEAR KIPS: U Q Q
PRIMARY Received
OF THE CUM-UK OF THE 11)OONISIRUCITON IAADs MAY BE PLACED ONLY M17}NN A ZONE 7}NT 6 AWIHRN4 5 FEET J � J
PLACED DIME MYY OVER THE RIM FRAME'' IE1�1 CFR BUNDLES S1011LD BE rr A w
SUPPORT ).LJ
12)AL UFTNG DE1Y_tS MUST LEFT OSIU.OR MSHA STANDARDS AD N ND CASE IS R S C P �} 2018 til z ¢ W z
z
a LMJ O O
ACCEPTABLE USE SiuU UR/L IELBET 5 SUPPLIED NFr THE Mt33 AS A SPREADER BAR ORz
Of 0
GENERAL DESIGN NOTES AND MATERIAL SPECIFICATIONS z
1)ALL STRUCTURAL STEEL SECTIONS AND WELDED PLATE MEMBERS ARE DFSICNED M W � J 0 U J
ACCORDANCE WITH THE AFSC'SPECIFICATIONS FOR STRUCTURAL SHED BUILDINGS- SLQ a D- w IX
ALLOWABLE SRESS DISIW.NINTH EDITION,OR THE RISC'SPECIFKATIONS FOR 0 a
STRUCTURAL STEELBUE.DINGS'.THIRTEENTH EDITION,AS REgIIVIED BY THE SPECIFIED a v
a
BUILDING CODE
2)AL MOM OF STRUCTURAL STEEL IS EASED ON AWS D1.1 STRUCTURAL WELDING a
ODE',LATEST EDITION
3)ALL COLD FORMED MEMBERS ARE DESIGNED IN ACCORDANCE WITH AIM'SPEdFICAMONS Z M 'N (,
FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL E IBFRS.LATEST EDITION. OFFICE COPY 0 r` Z
4)ALL WELDING OF COLD FOM.IED STEEL IS RASED ON AWS D1.3!STRUCTURAL WELDING
CODE-SHEET STEEL.LATEST E XI ON. ? N
0)IF JOISTS ARE INXOWDTD WITH TMS PROJECT,THEY ARE$UNNAMED AS A PART OF THE Q a--�
SYbTF)[S- 00
FNQNFEFID Mry
ETAL BULDMG AND ARE FABRECAIED IN FOCORLWNCE MTRI THE N
FIEQURERE IS OF StanON 1926.750 OF THE OSHA SAFETY STIMA D MR STEEL
MOTION,DATED JAUNTY 15,2001. a
6)MATERLAL SPc'CIFTC�TIONS: f r O
PLAT AND
MADE Nkk RU 1A"•TNIDK_A52Y.GLADE FEES CITY OF APB cJ�I�lr<�rP��'tl cOi LLJ z o
OTHERS M72 MADE 50 M AM 13UILDING DEPARTMENTUj
BUILT-UP STRUCTURALEB W MATERIAL_Al011 SS(OR HSLAS CU)OR 55 e„ I 2 0
HOT-ROLLED STRUC URAL AN OR AM GRADE 50 OR AAN2 GRADE 50 I P PROVED � V a
STRUCTURAL TUBE A500 GRADE C(40 KSI) w
�� 6 BY wo >
SIRLIa111RA1 PIPE MOO GRADE B(42 Mo O
COLD-FORMED SIRIICMRAL A7011 OR A1039 SS(OR HSAS CL1)OR 65 E,At1
RPB ROOF PANES A702 GRADE 00 - U
STANDING SEAM ROOF PANELS A792 GRADE 50,CLASS 1
R-fAIEL MID A�PANEL SIDING A653 MADE 00,GLASS I OR HO CHANGES AUTHORIZED N �
A792 MAMBO,CLASS 1
Roo SPACING AM MADE� 'rESS APPROVED BY THE �
CABLE BRACM M75 COATMG CLASS A MADE ENS,7-WIRE BUILDING INSPECTOR <
WAS AWS D1.1 LATEST EDITION
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