HomeMy WebLinkAbout18640 59TH DR NE_972328_2026 CITY OF ARLINGTON
238 N. OLYMPIC AVE - ARLINGTON, WA. 98223
C(P— PHONE; (360) 403-3551
BUILDING PERMIT
Address: 1864059th Drive NE Permit#:753
Parcel#:00448200002301 Valuation: 102000 00
OWNER APPLICANT CONTRACTOR
Name:City of Arlington/Universal Aerospace Name: Kayak Point Construction Name: Kayak Point Construction,LLC
Address: 18204 59th Drive NE Address:P.O.Box 745 Address:P.O.Box 745
City,State Zip:Arlington,WA 98223 City,State Zip: Darrington,WA 98241 City,State Zip:Darrington,WA 98241
Phone: Plione:425-238-4120 Phone:425-238-4120
MECHANICAL CONTRACTOR PLUMBING CONTRACTOR _
Name: Name:
Address: Address:
City,State,Zip: City,State,Zip:
Phone: Phone:
LTC#: EXP: LTC#: EXP:
JOB DESCRIPTION
PERMIT TYPE: Commercial Addition CODE YEAR: 2012
STORIES: 2 CONST.TYPE:
DWELLING UNITS: 0 OCC GROUP:
BUILDINGS: 1 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. IBCI 10/1RC1 10.
S.irmyvt- "ICE:Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form
and ended " of Ar'fi #3 l01
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u'4 ledv 3 !�
Signature Print Name wid Released By Date
CONDITIONS
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
8/11/2015 Building Permit Fee $1,372.49
8/11/2015 Building Plan Review Fee $892.12
8/11/2015 State Building Code Surcharge Fee $4.50
Total Due: S2,269.11
Total Payment: $0.00
Balance Due: $2,269.11
CALL FOR INSPECTIONS
BUILDING(360)403-3417
When calling for an inspection please leave the following information:
Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon
COMMERCIAL REMODEL
PERMIT APPLICATION
Department of Community& Economic Development
City of Arlington• 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403 3551
THIS APPLICATION MUST BE ACCOMPANIED BY THREE(3) SETS OF CONSTRUCTION PLANS, THREE(3) SETS
OF SPECIFICATIONS, TWO(2) SETS OF STRUCTURAL CALCULATIONS, ONE(1) SETS OF NREC ENERGY CODE
APPLICATIONS AND ONE(1) OCCUPANTS'S STATEMENT OF INTENDED USE.
Type of Permit: ( ) Commercial Remodel (ylCommercial Addition ( ) Tenant Improvement
Project Address: L j Ali [ A-1l.. 4k)I =+ViL I Parcel ID#:
Project Description: C) Mice- A-b, -I,o 4 j Legal Description:
Project Valuation:
Owner: Phone Number: -2,4,1) ^yj?S cJS 7 7
Address: t �� �2 �( City: Q r State: Op, Zip Code: C?
Contact Person: ` �,l e- O Phone Number:
Cell Phone: Z Zj$ 'T I E-mail n Conv '. 1 - j,, 1, o f
Address: �, City: lAt &3 State: W Zip Code:
Contractor: bl > !j6 Phone Number:
Address _P, 0, I✓--X City:-Dater rI'n lv�1 State: Zip Code:
Contractor's License Number: C exyAK pccita k� WTy�Expira?on:I S` 31 `
Plumbing Contractor: P(�.WVNb1m. Phone Number;A6 —6,E-3 222 A/
Address: A'_/623 City: Aldr�I N State: 04 Zip Code: (q?,'4R3
Contractor's License Number: N 0 t "t Y C ` 05 R Expiration: l o ` > — 2-ol'5
Mechanical Contractor: 1�7 `-0�6'�/ l'1 8��ro1'��'► P��� Phone Number: 360 — 73 ` " 76
Address: 'qi 76 Ay[ee,J r� J T. City: lr(Iris sM State: Gt/A Zip Code: ��.�,� �
Contractor's License Number: &' 0-A A- ( :z Expiration:
Received
AUG 05 2015
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Permit Information
Date 8/5/2015
Permit Number 753
Project Name Universal Addition
Applicant Name Kayak Point Construction
Applicant Address P.O Box 745
City, State,Zip Darrington,WA 98241
Contact Dean Mellom
Phone 425-238-4120
Email kayakpointconst@gmai.com
Permit Type Commercial Addition
Site Address 18640 59th Drive NE
Valuation 0.00
Status Applied
Permit Issued
Permit Expires
Square Feet 630
Type of Construction/Occupancy Load
Number of Stories 2
Proposed Use 2nd Story Addition
Assigned To Launa Peterson
OwnerProperty Information
Parcel#:00448200002301 City of Arlington/Universal Aerospace
City of Arlington/Universal Aerospace 18204 59th Drive NE
18640 59TH DR NE Arlington,WA 98223
Contractors
Contractor Name Primary Phone Email Contractor License License#
Contact Type
BARRON HEATING&A.C. Bryant 360-676- bryantm@barronheating comCONTRACTOR(Labor& IBARROHA179D7
Mattson 1131 Industries
Kayak Point Construction,LLC Dean 25-238- (kayakpointconst@gmail.com CONTRACTOR
Mellon 120
IVORTHWEST PLUMBING 360-653- (Labor&
CONTRACTORS, INC 7224 CONTRACTOR Ilndustries I14ORTHPC055K
Review
Date Type Description Target Date Completed Date Assigned To Status
61512015 ommercial Addition 1 18 12/2015 JKevin Olander lin Review
Uploaded
Upload File
Date File
8/5/2015 2:32:55 PM Vi tv Map df
8/5/2015 2:32:55 PM o hcaUon df
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COMMERCIAL REMODEL
PERMIT APPLICATION
D Department of Community& Economic Development
City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone(360)403 3
Project Name/Tenant co er'Sgl
Site Address I<,?&qy --.'I t A-vc Bldg/Unit/Suite /? (�J_
IBC Construction Type i') e-4vl 8 IBC Occupancy Type
Description of Use O - e`r
Building Square Footage 05n '4 Number of Storie J '+UYI/l aA.Db ' M
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 anv of he 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-wi a in accordaAnc�e,/with the laws, rules and regulation of the State of Washington.
Applicants Signature
Me./long
Print Applicants Name Date ReeeiVGd
FOR STAFF USE ONLY
AUG 0 6 2015
Permit# Accept B Amount Received Receipt# Date Received
Page 7 of 7
M:
1�r 7
- � �
MICHAEL L. SCHEMMER, P.E.
November 6, 2015
HCI Steel Buildings LLC
Ted Wheeler
17833 59th Avenue NE, Suite C
Arlington, WA 98223
Re: Office/Deck Addition
Universal Aerospace
18640 591h Drive
Arlington, WA
Dear Ted:
I have inspected the construction of the above referenced project. The addition is adequate to
resist imposed loads as-built.
Please call with any questions or concerns.
Sincerely,
Michael L. Schemmer, P.E.
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Michael L. Schemmer, P.E.
2032 N Avenue, #A
Anacortes,WA 98221
(360) 941-1607
mispe.structures@yahoo.coin
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STRUCTURAL CALCULATIONS
FOR
UNIVERSAL AEROSPACE OFFICE
COPY
OFFICE/DECK ADDITION
18640 5911 Drive
Arlington, WA
WuMJ
2012 IBC
Received
AUG 0 5 2015
July 27, 2015 �n 3
2015-1128
Prepared By: Cy � �
Michael L. Schemmer, P.E.
2032 N Avenue, Unit A ' Tb
Anacortes, WA 98221
(360) 941-1607
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Michael L. Schemmer,P.E.
2032 N Avenue,Unit A
Anacoxtes NWA 98221
(360) 9;41-1607 �b L�i�� I a�3 ,Jazz) -�•`
mispe.structures@yahoo.com
Michael L.Schemmer,P.E. Project Title: Universal Aerospace
2032 N Avenue,Unit A Engineer: Michael L.Schemmer,P.E. Project ID: 2015-1128
Anacortes,WA 98221 Project Descr: Office Addition
(360)941-1607
mispe.structures@yahoo.com
ASCE Seismic:Base Shear File=c:%Usws�OwnerkDOCUME-11ENERCA-1�2MD-1.EC6
ENERCALC,INC.1983.2016,Bulld:6.15.7.8.Vec6.15.7,8
1.1 1
Risk Category Calculations per ASCE 7-10
Risk Category of Building or Other Structure; "II":All Buildings and other structures except those listed as Category I,III,and IV ASCE 7-10,Page 2,Table 1.5-1
Seismic Importance Factor = 1 ASCE 7-10,Page 5, Table 1.5-2
Gadded<Ss&-S1values ASCEJ-10`Standard ASCE 7-10 11.4.1
Max.Ground Motions,5%Damping; Latitude =
48204 deg North
SS = 1,0276 g,0.2 sec response Longitude = 122.053 deg West
S 1 = 0,3997 g,1,0 sec response Location: Arlington,WA 98223
Site Class,Sit_e:Coeff,and Design Category
Site Classification "D":Shear Wave Velocity 600 to 1,200 ftlsec = D ASCE 7-10 Table 20,34
Site Coefficients Fa&Fv Fa = 1.09 ASCE 7-10 Table 11.4-1&11.4-2
(using straight-line interpolation from table values) Fv = 1.60
Maximum Considered Earthquake Acceleration S MS=Fa*Ss = 1.119 ASCE 7-10 Eq.11.4-1
S M1=Fv*S1 = 0.640 ASCE 7-10 Eq. 11.4-2
Design Spectral Acceleration S 1) S *213 = 0.746 ASCE 7.10 Eq. 11.4-3
D1 S ` 0.427 ASCE 7-10 Eq,11.4-4
M12/3
Seismic Design Category = D ASCE 7-10 Table 11.6-1&-2
Resisting,System _ ASCE 7-10 Table 12.2-1
Basic Seismic Force Resisting System... Bearing Wall Systems
Light-framed walls sheathed wlwood structural panels rated for shear resistance or steel sheets.
Response Modification Coefficient "R" = 6.50 Building height Limits:
System Overstrength Factor "Wo" = 3.00 Category"A&B"Limit: No Limit
Deflection Amplification Factor "Cd" = 4.00 Category"C"Limit: No Limit
Category"D"Limit: Limit=65
NOTE!See ASCE 7-10 for all applicable footnotes. Category"E"Limit: Limit=65
Category"F"Limit: Limit=65
Lateral Force Procedure ASCE 7-10 Section 12,8,2
Equivalent Lateral Force Procedure
The"Equivalent Lateral Force Procedure"is being used according to the provisions of ASCE 7-10 12 8
Determine Building Period Use ASCE 12.8-7
Structure Type for Building Period Calculation: All Other Structural Systems
"Ct"value = 0.020 "hn":Height from base to highest level = 8.0 ft
"x"value = 0.75
Ta"Approximate fundemental period using Eq.12.8-7 : Ta=Ct*(hn A x) = 0,095 sec
"TL":Long-perlod transition period per ASCE 7-10 Maps 22-12->22-16 8.000 sec
Building Period"Ta"Calculated from Approximate Method selected = 0.095 sec
"Cs"Response Coefficient ASCE 7-10 Section 12.8.1.1
S D8:Short Period Design Spectral Response = 0.746 From Eq.12.8-2, Preliminary Cs = 0.115
"R":Response Modification Factor = 6.50 From Eq.12.8-3&12.8-4,Cs need not exceed a 0.690
I":Seismic Importance Factor = 1 From Eq.12.8-5&12.8-6, Cs not be less than = 0.033
Cs:Seismic Response Coefficient = = 0.1148
Seismic Base Shear ASCE 7-10 Section 12.8.1
Cs = 0.1148 from 12.8.1.1 W(see Sum Wi below) = 7.56 k
Seismic Base Shear V= Cs*W = 0.87 k
Michael L.Schemmer,P.E. Project Title; Universal Aerospace
2032 N Avenue,Unit A Engineer: Michael L.Schemmer,P.E. Protect ID: 2015-1128
Anacortes,WA 98221 Project Descr: Office Addition
(360)941-1607
mlspe.structures@yahoo.com
ASCE Seismic Base Shear Fite=s;luserslOwneAD000ME-11ENERCA-1120896D-1.EC6
ENERCALC.INC.1983.2015,Bulid:6.15.7.8,Ver.6.15.7.8
0.0
Vertical�Distribution of Seismic Forces ASCE 7-10 Section 12.8.3
k':hx exponent based on Ta= 1.00
Table of building Weights by Floor Level...
Level# Wi;Weight Hi;Height (Wi*Hi)Ak Cvx Fx=Cvx*V Sum Story Shear Sum Story Moment
1 7.56 8.00 60.48 1.0000 0.87 0.87 0.00
Sum Wi= 7.56 k Sum Wi*Hi = 60.48 k-ft Total Base Shear= 0.87 k
Base Moment= 6.9 k-ft
Diaphragm Forces:Seismic Design Category"B"to" 1! ASCE 7-10 12.10.1.1
Level# Wi Ft Sum Fi Sum Wi Fpx
1 7.56 0.87 0.87 7.56 1.13
Wpx.......................... Weight at level of diaphragm and other structure elements attached to it,
Fi............................ Design Lateral Force applied at the level.
Sum R....................... Sum of"Lat.Force"of current level plus all levels above
MIN Req'd Force @ Level.,.... .. 0.20*S DS I*Wpx
MAX Req'd Force @ Level,.,..... 0.40*S DS I*Wpx
Fpx:Design Force @ Level....... Wpx*SUM(x->n)Ft I SUM(x->n)wi, x=Current level,n=Top Level
Michael L.Schemmer,P.E. Project Title: Universal Aerospace
2032 N Avenue,Unit A Engineer: Michael L.Schemmer,P.E. Prolect ID: 2015-1128
Anacortes,WA 98221 Project Descr: Office Addition
(360)941-1607
mispe.structures@yahoo.com
IBC 2012 160.SIX Alternate All-Hei hts Wind Flle=c:lUserslOwner%DOCUME-11ENERCA-1120896D-1.EC6
9 ENERCALC,INC.1983.2015,Build:6.15.7.8,.Ver,6.15.7.8
0.0 1
.Analytical Values Calculations per IBC 2012 1609.6
User verified these IBC 2012 All-Heights Wind Method Limitations Analytical Values...
1609.6.1 (1): Total Height<=75 ftwith(Height!Least Width)-4 Exposure Category,ASCE 7-10 Sect 26,73 Exposure C
-or- Fundamental frequency>= 1 hertz Mean Roof Height 8.0 ft
1609.6.1 (2): Not sensitive to dynamic effects Topographic Factor per ASCE 7-10 Sec 26.8.2
1609.6.1 (3): Site not affected by channeling/buffeting from upwind items K1 = 0.250 K2 = 1.0 K3 = 1.0
1609.6.1 (4): Simple diaphragm building per ASCE 7-05 Sec 26.2 Force Kzt to 1.0 per ASCE 7-10 26.8.2 Yes
1609.6.1 (5): Aware of ASCE 7 provisions for open buildings,multispan gable Topographic Factor Kzt = (1+K1"K2"K3)^2 = 1.000
roofs,stepped roofs,sawtooth roots,domed roofs,roofs with V:Basic Wind Speed 110.0 mph
slopes>45 deg,solid free standing walls&signs. per ASCE 7-10 26.5.1
1609.6.4.1 : Aware of need to check torsion per ASCE 7 Fig.27.4-8
MWFRS Table per IBC 20.12 1609.6.2, Section 1_
Design Pressure P = 0.00256 V112 K C K et zi
WINDWARD WALLS&PARAPETS ----------------•--------WALLS----------------------------- --------------PARAPETSps€-----------
Kz based on ibc 20121609.6.4.2 Item 1 Enclosed Partially Enclosed
Height Kz +Internal -Internal +Internal -Internal Enclosed Partially Enclosed
0-15' 0.850 11.33 19.24 2.90 27.67 33.73 33.73
20' 0.900 12.00 20.37 3.07 29.30 35.71 35.71
25' 0.940 12.53 21.27 3.21 30.60 37.30 37.30
30' 0,980 13.06 22.18 3.34 31.90 38.89 38.89
40' 1,040 13.86 23.54 3.55 33.85 41.27 41.27
50' 1.090 14.53 24.67 3.72 35.48 43.25 43.25
60' 1.130 15.06 25.57 3.85 36.78 44.84 44.84
70' 1.170 15.60 26.48 3.99 38.08 46.43 46.43
80' 1.210 16.13 27.38 4.13 39.39 48.01 48.01
90, 1.-240 16.53 28.06 4.23 40.36 49.20 49.20
100, 1.260 16.80 28.51 4.30 41.01 50.00 50.00
Enclosed Partially Enclosed
LEEWARD&SIDEWALLS +Internal -Internal +Internal -Internal
Kz based on IBC 20121609,6.4.2 Item 2 0.850
Leeward Wall -13.44 -5.53 -21.87 2.90
Side Wall -17.39 -9.22 -25.56 1.05
Parapet Wall:Leeward Both Directions -22.40 Both Directions -22.40
Michael L.Schemmer,P.E. Project Title: Universal Aerospace
2032 N Avenue,Unit A Enoineer: Michael L.Schemmer,P.E. Project ID: 2015-1128
Anacortes,WA 98221 Praject Descr. Office Addition
(360)941-1607
mispe,structures@yahoo.com
IBC 2012 1609.E Alternate All-Hei hts Wind File=cAU>orswW� UME-l\ENERCA-11oasso-l.Ec6
g ENERCALC,INC.1983.2015,Build:6.15.7.8,Ver 6.15.7.8
KW-06010145
Licensee,Michael L.Schemmer,;P,E.':,
MINERS per:IBC 2012 T.able;1609.6.2 Section 1
Kz per IBC 20121609.6.4.2 Item 2 = 0.850 Design Pressure P = 0.00256 V"2 K C K
et zt
WIND PERPENDICULAR TO RIDGE _ psf
Enclosed Partially Enclosed
+Internal -Internal +Internal -Internal
Leeward Roof or Flat Roof -17.39 -9.22 -9.75 -1.05
Windward Roof Slopes
Slope<2:12 (10 deg) Condition 1 -28.72 -20.82 -37.15 -12.38
Condition 2 -7.38 0.53 -15.81 8.96
Slope<4:12 (18 deg) Condition 1 -19.24 -11.07 -27.40 -2.90
Condition 2 -1.32 6.59 -9.75 15.02
Slope<5:12 (23 deg) Condition 1 -15.28 -7.38 -23.72 1.05
Condition 2 0.79 8.96 -7.64 17.13
Slope<6:12 (27 deg) Condition 1 -12.38 -4.22 -20.55 3.95
Condition 2 1.58 9.75 -6.59 17.92
Slope<7:12 (30 deg) Condition 1 -9.75 -1.58 -17.92 -6.85
Condition 2 1.84 9.75 -6.59 18.18
Slope<9:12 (37 deg) Condition 1 -7.11 1.05 -15.28 9.22
Condition 2 3.69 11.59 -4.74 20.03
Slope<12:12 (45 deg) 3.69 11.59 -4.74 20.03
WIND PARALLEL TO RIDGE
All slopes including Flat Roofs -28.72 -20.82 -37.15 -12.38
Roo f& Overhang.Components&Cladding;persIBC 2012.Table 1609:6.2; Section 2&3
Design Pressure P = 0.00256 V^2 K C K
et zt
Description Continuity Item Type Eff•Area
Kz Enclosed Partially
No Discontinuity Gable, Slope<6:12 10.00 0.850 +: 0.00 0.00
0.00 0.00
-Wall&Parapet Components&Cladding per IBC 2012 Table 1609.6.2, Section 4&5
Design Pressure P = 0.00256 V^2 K n K
et zt
Description Continuity Item Type Z,Ht.Above Ground Eff.Area Kz Enclosed Partially
Level,ft ft 2 Enclosed
No Discontinuity Wall Elements,h<=60 ft 25 10.00 0.94 + ; 29.14 38.46
-31.76 -40.80
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Anacortes,WA 982.91
(360) 941-1607-
mispe.structures@yahoo.com
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CITY CF ARL I NO-rUM
CUNE;7 RUCY I alb PERMIT'
Fz0E=RM I Y NU- z c17-2_-3a&
Owner: HAMILTON INVESTMENTS
Value of Work: $5,500.00 'Tax 1D: 220531--02--001 Phone:
Describe Work: INSTALL HVAL & AC SYSTEM
Proposed Use: OFFICE AND MANUFACTURING
Legal Description:
Job Address: 18640 59TH AVE
Contractor' s Name Type Address License#
WHAC CORPORATION M P.O. BOX 1401 WHACC#*133PF=
-
ii P E R M I T F E E S
Equipaent and Fixtures Nu,ber Fee Total Charge
FURNACE/UNIT HEATER 4 $13.25 $53.00
AIR HANDLING UNIT 3 $13.25 $39. 75
AIR CONDITIONING UNIT 3 $24.25 $72.75
S U B T O T A L...... $165.50
TOTALS Fee
Equipment $165.50
Mech Permit $22. 00
SIGNATURE:
TOTAL FEE... . . . . . . . ... ... . $167.50 I HEREBY I F i:l ;FY THAT I HAVE i_1
AND EXAMINED THIS APPLICATION AND
PAYMENTS. .. ... .. . ..... . .. . $0.0 KNOW 'THE SAME TO BE 'TRUE AND COR-
RECT ALL PROVISIONS OF LAWS AND
TOTAL DUE.... . . .. . . . .. . .. . $187.50 ORDI GOVERNING 'THIS TYPE OF
WORK � I L BE COMPLIED WITH WHETHER
S1=,EC F) _., HEt,,-IN
DATE RECEIPT # U 01
BUILDING OFFICIAL
. ..
�'�.....�.._.. _C:�._ �.
?0Er716558 BAKER ENGINEERS 027 P01 NOV 21 '36 13:13
�• `• • -c A .-.n •fir w
GAKER E VGINEERS, h 1, P.S. EDVAN F'BAKeil, P.E.
STRUCTURA DESIGN
P.O.BOX 160, PRESIDENT
LYNNWOOD, A 98046-1697
November 21, 1996 -Post-It°Fax Note 7671 pate 111-Z/ 41p�Pee i
Stoddard International, L.P, TO .3LZvGx From rc.GQ e�
18660 - 58th Avenue NE co/Dept4,-fbvVAPD 00•
Arlington, WA 98223 Prwo w Phwe•
Fax A �� FaX K
Attention,: Bruce Hamilton
Subject Universal Aerospace
Job No 96.199
Dear Bruce,
This letter is in response to the alternative column and plate sizes. The proposed 3" 0 steel pipe
column marginally works as a replacement for the 3 1/2" PJ steel pipe column..
The following plates need to be 5/8" thick in order to be adequate: C-313, C-2B, C-2C.
If there are amy questions regarding this project please call this office.
Sincerely,
BAKER ENGINEERS, INC., P.S.
Edwin F. Baker, P.E.
President
1 c/j£
Michelle Leviant
Staff Engineer
EFB:mes
8628 212TH S.W. LYNNWOOD,WASHINGTON 98036 (206)771-6W6
FACSIMILE (206)771.3568
The RICE Group
Consulting Engineers
144 Railroad Ave., Suite 212
Edmonds, Washington 98020
206/774-3829
Fax 206/672-2084
Group --- -- -
�Jember AGEC
May 15, 1996
Gene Noblit
Subject: Universal Aerospace Building Energy Code Review
Dear Mr. Noblit
Building envelope is in comliance with NREC accepted with following comments:
1. Roof in metal building shall be insulated with foam block per attached detail and R-19.
2. Door type 2 shall be insulated. Metal door is not hollow metal type.
3. Roof in office area shall be insulated to R-30.
4. Walls in office area shall be framed as 6"stud, 24"o.c. with R-21 batt.
Chris
CITY OF ARLINGTON
BUILDING DEPARTMENT
APPROV
DATE
NO CHANGES AUTi ORI ED
UNLESS APPROVED BY THE
BUILDING INSPECTOR
JUN IS96
, ; 1 k-)tz ARLINGTON
¢ 1994 Washington State Nonresidential Energy Code Compliance Form
..• .%,jwV Slag r*p Wdennar Energy Coda Comodanoa Forma
s.00m Eamon-.Arts lase
rt
ti ChaRIC2i - General Requirements 141&3 km*Wwt'd Operation:BuiWIng Heeling Energy: ir A
econornmrs shell be cspeble d prwidnq partial ocolrq even when
t 12 Controls addim i it mechunical cooling is required to meet the remeindw of the l
i;121 Temrsantture Controls:Each system shell be provided with at cooling�. Controls shall not pm*xis the aconOrriM operation when
u.> one rthec+enfcal "is red trraltrtneousy.
temperature axvd device.Each zone shad be controlled by
them hoetaic cons is responding to temperature within the zone. E-=eptiom Economimrs on indandual,direct mrpans=4 000&nq
:a miimurn,each floor at a building shall be cortsidered as a seperete system with capacities not greater than 75.000 Btu/h may
-V include controls anal limit siyxAanecus operation of the
412-2 Deadband Controls:When used to comrol both comfort heating be fommer arhn coofi oilcal��for the purpose d preventing
•d cborng,cone them m"tatic controls shall be capable of a desdbencl d at be formation on cooling cats.
'..list 5 degrsos F within which the supply of heating and cooling ensW to 1414 Ducting Systems
_v="is slwA off or reduced to At mini ntm 1414.1 S"Ung.Duct work which is dawgrad to operate at pressures
ExceptioM: above 12 inch water column stalk pressure s"be sealed in accordance
Soecal occumncy,special usage,or code requirements;whore with Sb rtdard RS-1 S. Extent of sealing required is as follows:
,-I**xz v,d controls are not approprde• 1. Static preasurs: V2 inch to 2 inches:seal tranw erne joints.
a Bindings complying with Section 1141.4,if in the proposed
budding energy analysis,heatng and cooling 2 Static pressure: 2 inches to 3 inches:seal all bwwo rse jards
tt annostat setpoira are set to the same ternpatet>um end lorgitudnal seems.
between 70 degrees F and 75 degrees F induaive, 3. Static pure: above 3 inches;seal all Varhsverse joints,
and assumed to be constant throughout the year. iorgitudinel seams and duct wall penetrations.
3 Themiostats tr cooling modes.require manual changeover between heatirh0
and 1414.2 Yuuleffarc Ducts and plan utTo Meat are constructed se pan d the
41 Z7 Hum idirf Corttrds:M e system is with a rneens for building«�»shhall mfsst�rehqurernents d Chapter 13. Other ducts
/ equipped and plenums that lea thermally insulated per Table 14-5.
r drug moisture,a hurrudism shell be provided.
EaePtiattC
1,412.4 Setback and Shut-Off:HVAC systems shell be equipped wifft
:.-'M'Qtic corcrro�c� accom ro1e rf plist"a ra<,uczon d energy use 1. Within the HVAC equlpmsrt.
xln contn4 wtxbcx or ecuipm,att shutdown durv,g periods d non-use 2 E:daust air ducts not subject to cor>daraabon.
:^.amsa use of tt'e spaces served by the system.The aroomatic oorttrds withn a that senesthat
J--wil rave a miri mum sevenday clock and be capable d being set for 3 �ductwork stpece spat:only.
diffa-ert day yjpw per week. 1415 Pfping Sysb ms
.ceoofwa 1415.1 bmistim Pipeg shell be ttherrnelly insulated In accwrdartce with,
Sy-"ens-%rung eras w ich require owytin ous operation sift Table 14-&
sans tan•peraame setpoint E=spdom Piping vtsta6ed within unitary HVAC egjprwL
Eq;,r cwTt with fug iced demands of 2 kW(6,826 Bturh)or leas j
may be corttruded by readily access+ble merud elf- Wow ppa outside tits corx:Honed space anal be insulated In l
hour corrodt. go., ten 1 with Waatirgtm Sties Plumtbinq Code(WAC 51-M
'17 4.1 Dwrtpem Outside air intakes.md,aust outlets and relief ot"tt
:N"con iiticned spaces shell be equipped with dampen;wticth close 1420 SUPL.E SYSTEMS(PACKAGM tffrA"EWPYEN n
r r maba*when the system is off or upon power ftalurs. Stair shah are!
.vwwr shalt tur:o s redel openings shall be equipped with nomuly open
1421 System Type To qualify as a a4rple systsmh systems shall be ore d
rhar rR . These dernpers shell remain dosed in nomad operation until the following
xtiva by the fire alarm system or other approved smhoiae detection a. Air coded,mtatant volume pttrlmgad equipment,which prwAds
,yswrn heeling.cooing or bath,and require only shmemal
F�ceaydorna connection to dud work and energy services.
t. Systems serwV areas which require continuous opemlion. b. Air aoolad.constant wlume spot systems,which provide handing.
2 Combustion air irttala& coding or both,with cooling czpacq of 54,000 Stwit
1 s12-S Heat Pump Corrtrats:Unitary air coded had pumps shell' or les&
mrmprooessor ecrtrds that minrnma supplemental had usage during a HOWN only s)stama v*ich have s capac ty of leas thus-'000
5_ut-rip,act-up.and defrost conditions. These controls shell Andcipste dm or which have a mi umurn outside air supply of
cod for how and use cwuression heating as the first stage of heal leas than 70 percent of the total air circulation.
' :rots shod irtd�when supplemental heating is bw q used through N tither rysmas shell comply with Sections 1430 trough 1438.
means(e.g.,'-E.D irtdc,ors).
1412-5 Combustion Heating Equipment ComtrohL Combustion heeling 1't� 'to addition to theceequip
qui 1,1911 emtents a Section 1412
r ticrthent OndUM
wrth a c=ci y over 2'25.000 Bturh shell have modulating or wry, separate trnarg and cooling d t ipment serve tits saran temPV aid
:dyed combustion xrrtrol. axle.thtertrtoetan>hsa be irtMAorSaed to prewertt arrxltnuteotra heating and
cooling.
Excaptrom: 1427 Emrto.nimm Economvrsre rrteeth the requdrener. d Section
I. Boilers. 1413 shell be ihstalhd on packaged rod top fan-cuofing twits having a
2. laadiatt heaters. sup*eppacgly of greater tan 1,900 dm or a total cooling 04=ty greeter
412-7 Balancing Each air supply outset or air or water teminel device tan 54,000 SUAL
,!rJl haw a miens for balancing.including but not limited to.dampers, The nod eaPeoty of all units willima OnoQ rters shall not exceed
:,�mpsraturs and pr inure test connections end balancing vakee. 240,000 Bhuh per building.
!41.3 Alr Econortarara
1424 Spsrats Alr detrfbution Sysflsmhe:Zcxtes with special process
13.1 operation: Air economizers shall be of auoomdralty modulating wrpertttre reQuremertts arxl/a tumidity rtfquirerrtenri stud be served by
.utnde aid rettan air dampers to provide 100 percent d the design supply aaperate air dsv*xroon systems from those serwng ax,ee requirir>g only
•ar-z--atrtside air to reduce or eiiminwe the, for mechanical coding• cordon conditions.
1.113-2 Comor•ol: Air economcrers shill be candled by a control system
-.7pebw of det& 9 outside air can mew pan or all of the building's
,,.ruling loads.
1994 Washington State Nonreslaential F-neryy t.outl
Tnnnw.
1'11"'V"n4Vw Sf.ta Nonn•a•nu ar En ,y C."C. ..arc.Fom a saiLlld lBarlon-Jun.1995
Ism
Project Address
The ioltowing Information Is necessary to check a mechanical permit application for Compliance with the mechanical requirements In the
Washington State Nonresidential Energy Code.
P.ppii=i1ity Code Locatlon Budding(Department
(circle) Section I Compo�entInformation Required on Plans Notes
M(-; N 1-1 24
gpmt performance
1 inimum a ency quipment schedule wrlh type.Capaat g.aIoC.Mg. ag. st neat pumps on scriecule
HVAC controist em pefaiLro ZOne9 ndICaLO IOCatldns On plans
yea no n.•. 14122 DeaCband control ndtcate aegree deadt>an minimum
yea m a.r. 14123 unllalty Control Indicate hum%zstat
ye• ao a.a. 141Z4 AiltomatlC SeMaCl( Indicate tnermcstat with night sethac x and a .aay types
yea no a.•. 1412.4.1 mpers ndreate Camper tocaaon and automatic controls
ye. no a.a. 1412.5 eat pump control indicate microprocessor on thermostat schedute
yea no a.•. 1412.E I moustlon tg. Indicate modulating or stayed contort
y.. no a.a. 1412.1 I atan=g nolcats aaianang natures on Bans
yea no a.a. 14ZZ Thermoat3t interiocIc Indicate thermostat mtenoo(art plans
j ye. ao n.•. 1423 Mnom129B 4ulpment scnedufe
1413 Air economizers
yea no a... 1413.1 ration ndlaate 1 .Capao+Iry on scheaule
�y.. zw n.•. 141 1Control nolcate ccntrois ante to evaluate OLIM40e au
yr. ao •.•.I 41 ntograted ooeranon nd to capa011Ry.or parUa coging
1414 a Ducting systM3
.. no n... 1414.1 uct seating Ind saalrng necessary
yrr m n.a. 14142 Duct insulation -Ca[B - tie o stile on Oft dud
Y
ea415.1 wing insulation Indicate YatUe O mSUlaiiGrl Oft piping
1424 Separate air sys Indicate separate sysioms on plans
n.Sum.Form pietod and attac-r qulpment scneauie wrtttInput/output.efflciency,dm,hp•economim
EA N A t ons 11 roco water ntg.
14a1 water neamr n cats -1 insuwtion under tanx
yed no a.a. 1442 Shut-off corYITt7ts Indicate automatic shut-O
ff
1460 seated pools
Ye• m n.a. 1462 Pod water heelBfe Indicate not etec me resistance
Yoe ao M.•. 1453 00l neater COr� 3 nalcate swttcn and degree control
yen no a.•. 1454 Covers Rd1C3te vapor retardant cower
yea no a... 1454 POCLS degrees--jIndcatA -1 pooh cover
11 no' is c rc ed for any question, provide explanation:
T� � ° v:
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1994 Washington State Nonresidential Energy Code t,;ompliaricu ruitn
J� oil
t.tf " •
s.aona EaMon•June f ace
z"wearmnsn cove Ca.Norn"adw"ar"MW c Ca. sa►ores
Date
Project Address
t
The fdlowing additional Information is necessary to ahedt a mechanical permit appt don for a complex mechanical For Budding Department Use
system for compliance with the mechanical requirements In the Washinguxh State Nonrosldendal Energy Code. Use
Me cheddlst as a reference for notes added to the mechanical drawings(see the MCCH-CHK c heddlst for
additional system requirements). This Information must be on the plans since this Is the offldal record of the permit
Having this Information In separate speclocations alone is NOT an acceptable alternative.
Applicability cue Location Budding Department
(drde) Section Component FInformmation Required on Plans Notes
ADOMONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY
y.. no n.a.� i 1.1 Held aasem.Sys rowoe calculations
1432 Controls
yed no a.a. 1432.1 Setbecit&smut oft Incicats separate systems or snow 8 on devices on plans
j 14322 P.reset COMM
,yea ao a.a. 1432.2.1 Tr systems Incicate automatic reset
y,,0 no a.A. 14322.2 ydronic systems rl4O=to automatic reset
�?*a so M.A. 1433 Economizers n ica dte economizer on equipment schedwe or provide
calotdations to justify exemption
yea m n.a. rare systems on pans
1434 Separate air sys. seQa
�., no n.a. 143 Spar to tr age unless
that simultaneous neanng an 000ting is prone tea.
unless use of exception I$justified
yea n4 a... 143t3 Heat re N" ndicato neat recavery on plans:
complete and attach heat recovery calculations
yea no a.a. 1437 1 tier«motor office of Equip.Sctie(juie Ynth hp.rpm,efficiency
f.s ao n.a. 1438 ariaDle Sys vanaNe ow on es
and pump schedul 771
if 4no' s cirefed Tor any question, provide exp anat on:
Decision Flowchart Use this flowchart to determine how the requirements of the Complex Systems Option apply to the
project Refer to the Indicated Code sections for more complete infomhatlon on the requirements.
Start
Here
Seeleu 1411L1
SMMrpnWd Perf.
Stull t►Ha Tabin
14.1 thtoetb 14.3
Secdou 1431.1
Fla& Ya Cak=Ls ow of
Anuabled Taut Oats Eaa:p
No j
Secdow 143=1
SW"U t43LZ Ya wry ar IiW No Air Yes YaSupply Air Preset
Hot WamSupply end Sy— servo+{ caaaou
Tcn;�n:o Aaaet 600000 ewb7 cteuwTbm Moms
Caaaob Regdaed 7ornt
No
i
I
U (continued on
back)
T� �a
/ } w
p
1994 Washington State Nonresidential Energy Code Compliance Form
i;w w�.wgwn Sou.vo.r..wftmal 6Mryy cos.caff,vrana Ra�nr
s.oaw Eawon•Ma+.teas
system Description If Heatlngrroolf 9 ❑cwduntvoi? ❑ Air cooled? ❑Padmged Sys? ❑b4,00o ewh.
P,"Soc lon 1421 for full description of or CooAng Only. ❑spot system? ❑ Economizer Included? or 19M dm? /
Simple System qualMlcadons. It HeatIng Only: ❑--V=drn? ❑ <70%ouWde air? l
j' eclsion Flowchart Use this flowdwt to aaanrdne if projjat qualMes for Simple sydwn Option. If not.enter the Complex
System or Systems Analysis Options must be used.
start
I
System Type eatln Coolingnsta
y or Cooling Only olume') no
yes
Heating Only
Y
r Cooled?
)0 Ctftmn? no
yes` yes
nci Reference
Sec. 1421
ackage
<70%OA yes tem? no
yes
no
'000 Btu SP4f
1900 ctrn em? no
no yen
Yes
Incfudes
Econo? Reference ,000 Btu
no yes See.1423 1900 cfm no
yes
Simple System
Allowed
Reference
Sec.1420
Use Complex Reference
System Sec.1430
OIT1 lex Systems Refer to MECH-COMP Mecnanlcal Complex Systems for assb arcs in deesrmmN wftkh Complex
F Y systems rogL*wrer+ts are spplkable W this project.
1994 Washington State Nonresidential Energy Code Compliance Form
I
1"4 W&W*,gWn st+W Na?QQkW !EnWW Cody Canp"w Po ms
Project Info
Project Address Oate
I
For 8ullding Dept Use
i
! Applicant Name:
Applicant Address:
Applicant Phone:
iProject Description
9nefty describe mechanical
system type and features.
❑Compliance Option Simple System ❑ Complex System ❑Systems Analysis
1 (See Decision Flowchart(over)forqualifcatlons)
j Equipment Schedules The following Information Is required to be Incorporated wM the mechanical egtxprnent sch
rm edules on the
plans. For projects without PUM IN In the required Intormatfon below.
oolin E ui ment Schedule
Equip OSA CFM SEER
II
ID Brand Name' Model No.' CapeW Total CFM Econo or EEA IPL1!° Location
I
�Teatin E ui went Schedule�____ l OSA cfm
E pip Brand Name' Model No.' Capa&? Total CFiN Ecorto Input Btuh Output Btuh Efidentq`
I I
i
I Fan Equipment Schedule
EgU1a
to ` Band Name' Model No.' CFM SP' HP/BHP Flow Control' Location of Service
I
1
I
'tf avallabie. =As tested accoming to Table 14-1,14-2 or 14-3. s tf required. `COP,HSPF,Combustion EMdency,or AFUE.as appilcabte.
'Flow control types:VAV,constant volume,or variable speed
( 1 � \ j r�
V
1994 Wasnrngkun Jko,O 1V"ff1s uiunuar Grkergy wuo.. •••r•�••.•�• -••••
• • . " e•
,-WA wGMW%9W0 Sus Nm.0.90a l w raba.,C409 CMb Pgtr.. . .- .,f -S.00nd f Allen•.JUN 1••S
Project Addre I g
s+ rjQ �` •",��: s Dtta.
Space Heat Type' Ca Electrb Mdstanca :'�Ap other For Building Deparunem Use
Glazing Area as%grou ex,e rwall area
Concrete[Masonxy Option C3 Yes Vi
Notes:If glazing area exceeds mapmum allowed In Table.then calculate adjusted areas on back(over). 0 Corcmte/Masonry Option is
used,Target U-factors.SHGC and Glazing%wil be different than shown below. Refer to Table 13.1 for correct values.
Building Component Proposed UA Target UA
list components by 10&page q U-factor x Area(A) UA(U x A) U-factor x Area(A) =UA(U x A)
U= Plan 10:(,49 Sw4 jq .q k;2.8 O ZSZ C1 -A tl I = 3`1 1 .
U= Plan 10:® IOX4 2 -?5 X 60 -_ EO Glazing% Electnc Resist. Other Heating
U. Plan ID: ® Zx$ 2 .-7.s >< 32 24 0-15% 0.40 0.90
U. Plan 10: 3X� j q h 2 I = I8.q >15-209'. 0.40 0.75
> c7 U= Plan 10: ___ a20-3M not allowed 0.80
U. Plan ID: a30-40% not allowed 0.50
U. Plan 10: (see Table 13-1 for ConcJMasonry va(ues)
U. Plan ID:
U= Plan ID: Glazing% Electric Resist. Other Heating
m `a U. Plan ID: 0.15% 0.80 1.45
k7'a U= Plan ID: >15-20% 0.80 1.40
v-
a j= U. Plan ID: >20.90% not allowed 1.30
o ° U. Plan 10: >30-40% not allowed 1.25
2
a it U= Plan 10: for Cor&Masomy values)
I� U= Plan ID:
o U= Plan I D: .b 1e :IZE7 .5.
m Q U. Plan ID: I :6 x 308 161,9 Electric Resist. Other Heating
g LS Lim Plan ID: Z :6 X 3 9 2 235.Z 0.60 0.60
m i'. Plan 10: _
b R. Plan ID: Electric Resist. Other Heating
R. Plan ID: 0.031 0.036
m F1= Plan 10: OS$ )K--I 513G0= �.`/c.Q 05 IS 3 60 I
oR R= Plan ID: • 034 x .2)000= I b2 Electric Resist Other Heating
k� R. Plan 10: - 0.034 0.050
Rv Plan ID: - I x 8'3 Z i'= 108Z1 44 x 10 384 1454.S
R= Plan 10: •oq X 'zo6 S = (8 S
3 R. Plan 10: L Electric Resist. Other Heating
4 R= Plan ID: Orditury 0.062 0.14
R= Plan ID: Metal Stud 0.11 0.14
R. Plan 10: Cortc(int) 0.19 0.19
Rm Plan 10: Conc(oth) 0.25 0.25
Note: Sum of Target Areas here should ual Target Opaque Wall Area(see back)
o R. Plan ID:
8 R. Plant ID: Electric Resist. Other Heating
o 'm R. Plan 10: Ordinary 0.062 0.14
R. Plan 10: Metal stud 0.11 0.14•
18 -Note: if insulated to levels required for opaque walks.No above with opaque wells
`m ki R. Plan 10:
kn R. Plan ID: Elecuie Resist Other Heating
3 i R. Plan 10: 0.029 0.056
u. R. Plan ID:
R. Plan 10: , '� 4-70. 1 • S X 6 q = 747. 8
q R. Plan 10: Electric Resist Other Heating
N �, (R. Plan ID: F�.SS F�.S4
R. Plan ID: (See Table 13.1 for radiant floor values)
'For CMU walls.inoicate core insulation matenal.
For compliance: Totals '50632 3� 7, Tool. 306 32 � 35,67,61
1)Proposed Total Area shall equal Target Total Area.and 2)Proposed Total UA shall not exceed Target Total UA.
1994 Washington State Nonresidential Energy Code C:omphance corm
1994 WawwV n Slue N-Ravideneel E~qy Cass C4+.1 ranee - Seaord Edison.June 19e5
Project Info Project Address 1 SO r -�R Date
j 1.�jyEF'(O�►. gf3223 For 6ullding Department Use
i
Applicant Name: U 41 V ERS/�L X.L O SP#'.0
Applicant Address: S
Applicant Phone:
Project Description New Budding ❑ Addition ❑ Afteradon ❑ Change of use
!Compliance Option ❑ Prescriptive Component Performance ElENVSTD Ca
system
(See Decision Flowchart(over)for qualifications) Analysis
Space Heat Type ❑ Oecbtc ResisUnce AM other (see over for definitions)
Total Glazing Area
Glazing Area Calculation (rough opening) Gross Exterior
Note:Below grade waft may be included In dw (vertical&overhd) divided by Wall Area times 100 equals %Glazing
Gross Exienor Wag Area if dwy are Insulated to �t
the level requred for opaque walls. 41 3 T I 1628 X 100
❑Check here if ualnq Vila option and if poled meats all requlrsments for 11"Con W164asaxy Option. See
Concrete/Masonry Option 06delon Fl wd%sjt(orer)for quaAficadlona.Enter requirerner"Ior each qua"asswnay in tine bLble.below.
Envelope Requlrernards(enter values as applicable) opaque Concrate Mfasonry Wall Requlrernents
I Fully hestedAmolod space Insulatlan on Interior-maximum U!factor Is 0.19
Mfr*nm lrumAidw R-vaweq Insulation on exterior or Integral-maximum u-factor Is 025
Roofs Over AMC R—3O If project que8fles for ConcreterVasonry Option,list walls
with HC 2 9.0 BtuflP-*F below(other walls nuAt meat
Ali other Roofs R��. Opaque Wag requirements). Use descriptions and values
Opaque Waft R- I I from Table 20.5b In the Code.
Below Grade Wafts Wall Description U-faefx:'r
Floors over Unconditioned space r (Including hadadon R-value&position)
slabs-on-Grade --j
Radiant Hoofs
Maxima"Udactors
Opaque Doors rjp
Vertical Glazing q
Overriead Gla>�ng .�-
Maad 7rum sHW(or SC)
}Vertical 0mmaed Glazing
SemNw&ted spsos'
Minimum lnsu/a0on R-vshrss
Roofs Over Semi-Heated spaces'
Refer to Section 1310 for qualltications and requiromeirft
Notes:
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C0NE;YRLJCT 10N PERM I T
!PERMIT M0_
Owner: HAMILTON INVESTMENTS
' Value of Work: $646,673.00 Tax ID: 220531-2-001 Phone:
I
Describe Work: CCWTRUCT NEW STEEL BUILDING
Proposed Use: OFFICE AND MANUFACTURING
Legal Description:
,lob Address: 18640 59TH DR
Contractmr' s Name Type Address Licenselt
S.W. GIDHL CONSTRUCTION G 17527 160TH SE SWGOHC115eJT
TOTALS Fee
Site Civil Fee S1,600.00
Permit Fee $2,826.80
Plan Fear $1,836.00
Park Mitigation $2, 410.25 �-? LREAD
�
State fee $4.50
S 1 bMATURE:-'�
TOTAL Fk�...... .......
.... $119 6 76. 75 1 HEREBY CERT TF i THAT I H
AND EXAMINED THIS APPLICATION AND
PANTS.................. $1,242.411 KNOW THE SAME TO BE TRUE -AND COR-
RECT ALL PROVISIONS OF LAWS AND
TOTAL DUE..... . ........... $7,434.27 ORDIC CES GOVERNING THIS TY`~,E OF
WORK WI L BE f Imp
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5625-47th Ave. NE/PO Box 1401 / g 6 L-1 0 S er� 1� v e—
Marysville,WA 98270
(360)653-4242 • FAX(360)653-7276
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