HomeMy WebLinkAbout16910 59TH AVE NE_066949_2026 INSPECTION REPORT
¢1�1N GTQ Permit No.: ov E ?Y 9 Lot#:
Address: i 6 q/ O C7 7 �-
Contractor: 2>0-E 0
9� Owner:_INC',S Date: _ — Y--ole
UK APPROVAL ❑ PARTIAL APPROVAL
❑ VIOLATION ❑ CORRECTION REQUESTED
❑ Corrections listed below MUST BE MADE before work can be approved.
❑ Please contact inspector.
❑ Was not able to perform inspection.
❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required.
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Inspector: Date: S,y—o`
TYPE OF INSPECTION REQUESTED
❑ Under-floor ❑ Framing ❑ Gas Piping
❑ Footing ❑ Drywall, Nailing ❑ Consultation
❑ Foundation ❑ Shear Nailing ❑ Groundwork
❑ Mechanical ❑ Grid ❑ Struct. Slab
❑ Wood Stove ❑ Rough-in id-Finalc%,,L`i
❑ Masonry ❑ Drainage ❑ Insulation
❑ Other:
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C U N S T R U C T I U N P E R M I T
PE F;tM I T NO _ 6 C3 r+9
Owner: GALE INSULATION IG910 59TH ARLINGTON 98223
Value of Work: $9, 000. 00 Tax ID: 31052700200100 Phone: 360. 659. 7674
Describe Work: Pallet Rack Installation
Proposed Use:
Legal Description:
Job Address: 16910 59th Ave Me
Contractor's Name Type Address License*
DACO CORPORATION GEN 18715 EAST VALLEY HWY DACO**012NC
TOTALS Fee
Permit Fee $191. 50
Plan Fee $124. 48
State fee $4. 50 ,`FY �
SIGNATURE:
TOTAL FEE. . . . . . . . . . . . . . . . . $320. 48 I HEREBY C ' TI THAT I HAVE READ
AN! EKAMIN L THIS APPLICATION AND
PAYMENTS. . . . . . . . . . . . . . . . . . $75.00 KNl1 THE SAME TO BE TRUE AND COR-
RECT ALL PROVISIONS OF LAWS AND
TOTAL DUE. . . . . . . . . . . . . . . . . $245. 48 0 I ANCIZ" G VERNI !t THIS TYPE OF
W f'K WIL E C' MPL ED WITH WH-"FliER
S FEE E N OIR NOT.
DATE RECEIPT #
B ILDING OFFICrAL
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G'`Y °� N► - 3CELLANEOUS B GILDING
7 a PERMIT APPLICATION
�jN�'� Department of Community Development
City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3431 • FAX (360)403 3447
THIS APPLICATION MUST BE ACCOMPANIED BY FOUR(4 SETS OF CONSTRUCTION DRAWINGS, SIX(6)
ACCURATE, FULLY DIMENSIONED PLOT PLANS AND TWO(2) SETS OF ENERGY CODE APPLICATIONS(IF
APPLICABLE).
Type of Permit: (check one) ( ) Residential (Commercial
Project Address: I� d �� f� yC Parcel ID#: O o :2 00
Lot#: Subdivision: r
Building Area (Sq Ft) No. of floors: r Number of Buildings: r
Owner: �/ Z� l�n1 I Phone Number:
Address: 61"A City: Az c-v t GAre d State: (XI A Zip Code: ZZ�
Scope of Work: J J
Pr�LL� 12/+eK 2 lVS7r¢L� ��,r�, >533 - VGJ_kA �
A detailed site plan/vicinity map, and construction drawings may be required depending on the scope of work. Please verify this with a
Community Development Permit Technician prior to submitting application for review.
Contractor: t�)4C,-2 CoA.a&A-T1d asoIl Phone Number: V7_ C, — V50
Address: �� 1 S E4ST V#Lall 00 City: �� State: JCSL� Zip Code: / UU`� Z
Contractor's License Number: C b U l:) Expiration: d
I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-
described property will be in accordance with the laws, rules and regulations of the State of Washington.
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Applicants
gnatur DaterJ %
Print Applicants Name
FOR STAFF USE ONLY
C(
Permit# Acce ted By Amount Received Receipt# Date Received
WEB Forms—29 Page 1 of 1 5/05 dwa
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BY........P.,...OHANIAN )dK DEOWN & ENC4INEER: '4 d0.
DATE.....3.-3-06 SHEET NO...........�.............412 WE$T BROADWAY, QUITE #204
SUBJECT........... dLENDALE. dA. 91204 JOB NO....RD-10664
..........•.�.. TEL:(818)240-3810 FAX:(818)240-3813
STRUCTURAL CALCULATIONS OF STORAGE
RACKS FOR:
GALE CONTRACTOR SERVICES
16910 59th AVE. N.E.
ARLINGTON, WA. 98223
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PER IBC 2003 EDITION Q„ �1S
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33662
STORAGE RACKS CAPACITY: O�� �'675'r - (>`��
f1A l
2000 # / LEVEL
EXPIRES 12-26-07
CALCS. 1 THRU 4
DRAWINGS: RD-10664 0&-
Y
RECIME p
COA PERMIT
IIT CFNlER
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BY........G. OHANIAN '-)CK DESIGN & ENGINEER 7--"� CO.
DATE.. 3-3-06 SHEET NO.. ......... ............
....................... 412 WENT BROADWAY, SUITE #204
GLENDALE, dA. 91204 JOB NO....RD-10664
SUBJECT .....................�.. TEL:(818)240-3810 FAX:(818)240-3813
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A55 BEAM 1 3/4"
I 108"x1.3 K "K
2000 #/ LEVEL x=2 M- - 8 = 18
+25% IMPACT LOAD Sx=.9 = 18"K
1300 #/ BEAM
x - - - x Fy=50 KSI. S R 30 =.6<.9
0 __ 5xWxO = .50" < 108 =.6„
384xlx xE 180
SEISMIC DESIGN
V= Sdsxl x W IBC 2003 SEC. 2208 Ss=1.2 USGS MAP
Rx 1.4 WORKING
I=1 STRESS Sms=1.2 EQ. 16-38
R=6 DOWN AISLE (MOM. CONN.) Sds=1.2x2/3=.8 EQ. 16-40
R=4 CROSS AISLE (BRACED)
Sds=.8
W=D.L.+L.L./2 DOWN AISLE >4 COL.
W=D.L.+L.L. CROSS AISLE ONGIT SEISMIC
05 K 1 3 "K
LOAD PER COLUMN
MN
00
P= 2x2 K=2 K o
2 COL.
05 K 3"K 5 "K
W- 1D.L+ 2 L.L= 1.1 K -
0
00
\ .8x1.1 =.1 K
LONGIT. 60.4
.4
V = 8x2.1 =.3 K 1 K 5 "K
TRANS. 4x 1.4
BY... .... ..,OHANIAN '"-�CK DESIGN & ENGINEER: 'P CO.
DATE......3-3-06 412 WEOT BROADWAY, QUITE #204 SHEET NO...........3............
SUBJECT.....................i... CfLENDALE, CA. 91204 JOB NO....RD-10664
TEL:(818)240-3810 FAX:(818)240-3813
COLUMN ANALYSIS
3" KI = 108 =90 _ 112XE -
- M FY=50 KSI rx 1.2 Fe KI 2—48
A=.78 ( rx )
KI _ 52
x — —x Sx=.80 ry 1.1 =47 Fn=Fy(1— 'y )=37 KSI
t=.os"
rx=1.2
ry=1.1 Max=Sx•Fb=24"K Pn=Fn xA = 29 K
P Pn = 15 K
COMBINED STRESS RATIO a 1.92
P, Max 15+4
2.1 K
BASE PLATE 5�
ANCH. TENSION =5—(1.1 x3") = 5 K
6"
ANCHOR SHEAR = 3=.15 K IQ QI 7.75"x5"x3/8"
2 BASE PLATE
(2)-1/2"0 WEDGE TYPE ANCHORS N
ICBO #1372. (NO SPECIAL INSPECTION REQ'D)
DESIGNED FOR 1/2 STRESS
s"
RACK COLUMNS DESIGNED SUCH THAT IF THE FRONT COL.
IS DAMAGED THE REAR COL. HAS EXTRA CAPACITY TO SUPPORT
THE FULL LOAD OF THAT BAY, (SEC. 2222-5)
MOMENT AT BEAM CONNECTION
3 .K 2 PIN CONNECTOR
7/16"0 RIVET
A = .1 Fy = 79 KSI
� a
4"K 4..K Va = .1 x79x.4 = 3 K
a 0 MaCONN- 3.0 Kx2x4"x1.33 — 32 K
5'-K
BY..... G. OHANIAN ')OK DESIGN & ENGINEER. 'G CO.
DATE......3.-3-06 412 WEOT BROADWAY, NUITE #204 SHEET NO...........
SUBJECT....................... GILENDALE, CA. 91204 JOB NO. RD-10664
TEL:(818)240-3810 FAX:(818)240-3813
TRANSVERSE S ISMIC
(OVERTURNING) TOP LEVEL LOADING
MOT= .3 Kx2x216"x.5x1.15 =75 "K MOT=.15 Kx2x216"= 65"K
MR = 2.1Kx60"= 126"K MR=1.1 Kx60"-- 66'K
NO UPLIFT
LOAD TO DIAGONA yR
P = .3 Kx2x 76 = .8 K /
60 �'/ ❑
BOTH SIDES TYP.
1/8 1.5" ♦�
Fy=50 KSI , ❑
1 1/2"
A=.31 F°= 6.3 KSI ❑ '�
rX=.48 T x I
Q=.74 P°— 1.9 K 1=.07" A ❑
L= 76" � ��❑
1
1/8 1.5
CHECK WELDS
1/8" WELD 1.5" LONG EACH SIDE (3" TOTAL) SEC. 8 B
3x.125x.707x70x.3 = 5.7 K
CHECK SLAB
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2100# lo _ = 2.1 ° 2.1 x 144=446°
1 5" CONCRETE SLAB
1 2000 PSI. CONC. -21 "
1000 PSF. SOIL
A M= 1 12 x1000x 2 x12 = 666 #
6.5" 4" S= 12x5 2 = 50
6
10.5"
21" 50 = 13 < 1.6 -\'2000 =72
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City of Arlington
(6)6
lqw Development Services
Permit Center
REQUEST FOR REVIEW
NAME: G CLL L BP #: 06- (,O Q 49
DATE: H ) 41 o (U RETURN THIS FORM BY: LT IN lo (D
PROJECT SUMMARY: PCA ll e-T RC.t.CIL 7[j0. I!'
RESPONDING DEPARTMENTS
tTOM C., FIRE DAVE A. BUILDING
KAREN L., UTILITIES 7 KERRY W., BUILDING
DERYL T., MARYSVILLE UTIL SCOTT B., BUILDING
BILL B., NATURAL RESOURCE YVONNE P., PLANNING
GREGG E., ENGINEERING CWA., CONSULTANT
SHERRI PHELPS, BUS LIC JIM T., CONSULTANT
SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your
comments in memo form. If you have no comments, please return the form with the"No Comments"box
checked.
PLEASE MARK ONE BOX, SIGN, DATE,AND RETURN THIS FORM TO PC
❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO
❑ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT
d- COMMENTS 14-e-
REVIEWED BY DATE
COA PERMIT�FNrER
• RECEIVF0
City of Arlington
Development Services rs
Permit Center
REQUEST FOR REVIEW
NAME: C�a 1:�, BP #: 06- Q
DATE: D o RETURN THIS FORM BY: 14 11 L} lo (p
PROJECT SUMMARY:+ Rr,L V= Ty)5, -
RESPONDING DEPARTMENTS
-.TOM C., FIRE DAVE A. BUILDING
KAREN L., UTILITIES �KERRY W., BUILDING
DERYL T., MARYSVILLE UTIL
SCOTT B., BUILDING
BILL B., NATURAL RESOURCE
YVONNE P., PLANNING
GREGG E., ENGINEERING
CWA., CONSULTANT
SHERRI PHELPS, BUS LIC JIM T., CONSULTANT
SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your
comments in memo form. If you have no comments, please return the form with the "No Comments"box
checked.
PLEASE MARK ONE BOX, SIGN, DATE,AND RETURN THIS FORM TO PC
❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO
IJ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT
; L N 0/ v tl CT-p-L-yz_ 0Lr�
❑ COMMENTS
REVIEWED BY
DATE 4- �' 0 le
•
City of Arlington
• Development Services
Permit Center
REQUEST FOR REVIEW
NAME: G alL BP #: 06- (p q 4 0(
DATE: "i ! 4 I D (D RETURN THIS FORM BY: 14 [ I L4 /O (D
PROJECT SUMMARY: Pall e-T RC�.C� �Yls 'A� l bVL
RESPONDING DEPARTMENTS
tTOM C., FIRE DAVE A. BUILDING
KAREN L., UTILITIES 1 KERRY W., BUILDING
DERYL T., MARYSVILLE UTIL SCOTT B., BUILDING
BILL B., NATURAL RESOURCE YVONNE P., PLANNING
GREGG E., ENGINEERING CWA., CONSULTANT
SHERRI PHELPS, BUS LIC JIM T., CONSULTANT
SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your
comments in memo form. If you have no comments, please return the form with the"No Comments"box
checked.
PLEASE MARK ONE BOX, SIGN, DATE,AND RETURN THIS FORM TO PC
❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO
❑ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT
U COMMENTS
REVIEWED BY DATE