HomeMy WebLinkAbout16520 SMOKEY POINT BLVD NE_056409_2026 �6DY" -) INSPECTION REPORT
Permit No.: y Lot #:
Q' Address:
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Contractor: G�-` �[
O Owner:
Date: 5 - c�? -05"
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.
—7119
Inspector: ��-cr�� Date: 27-d�
TYPE OF INSPECTION REQUESTED
❑ Under-floor ❑ Framing ❑ Gas Piping
-A Footing ❑ Drywall, Nailing ❑ Consultation
on-5l y H ❑ Shear Nailing ❑ Groundwork
cal ❑ Grid ❑ Struct. Slab
❑ Wood Stove ❑ Rough-in ❑ Final
❑ Masonry ❑ Drainage ❑ Insulation
❑ Other: le
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C I TY U CZ4RL_ I 11 (3-VUP4
COIVST RUi.-T I OhJ FEE RM I T
PE RM I -f NO _ = GD5—CEP 49259
OMner: COX VIC HOME CENTER PO BOX 3038 ARLINGTON 98292
Value of Work: Tax ID: 310529-001-013-00 Phone: 360-659-8580
Describe Work: INSTALL SIGN
Proposed Use:
Legal Description:
Job Address: 16520 SMOKEY POINT BLVD
Contractor's Name Type Address Licensed
MARTENS BROS ING GEN 4748 PACIFIC HWY MARTEB107384
TOTALS Fee _
Permit Fee $132. 00
State fee $4. 50 L/
SIGNATUREW1 -- T-1IFY
TOTAL FEE. . _ . . . . . . . . . $136. 50 I Pi = :BY AT I HAVE READ
AND E.'AMINED THIS APPLICATION AND
PAYMENTS. . . . . . . . . $0. 0 KN 1 �'E SAME TO BE TRUE AND COR-
�z' .r ., .L PROVISIONS OF LAWS AND
TOTAL DUE. . . . . . . . . . . . . . . . . $136. 50 OR INAdCES 'OVEN IN THIS TYPE OF
WO K W Lj CO: LI ft, WITH WHETHER
DATE /D� RECEIPT IFZEI'+ ! _ OR IT.
HU DING O ICIi .
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Y °f SIGN PERMIT
} APPLICATION
7�111V CKa Department of community Development
City of Arlington 238 N Olympic Ave. •Arlington,WA 98223 • Phone (360)403 3431 - FAX(350)403 3447
THIS APPLICATION MUST SE ACCOMPANIED BY TWO(2)SETS OF COMPLETE PLANS,INCLUDING STRUCTURAL
CALCULATIONS WHERE APPLICABLE, TWO(2)FULLY DIMENSIONED PLOT PLANS IF APPLICABLE.
ar I,.HS�+rn
Project Address: ' 5 -5�"`e k P°Lk� G,rl• N E Parcel ID#: 3 1 o 5 a R — O o t—O l3—OCR
Lot#: "" O 13 Subdivision:
Owner: V 1 G c ak l `D Ire e' Phone Number 3 s q 5 a
Address: �, 5 02 .sm.k.�4 Pm►uk _R1,4 c iy: NffkeN State: Zip Code: ,
Contractor: 1 l (h y ) e S 51.4 h A Y-+ _Phone Number: 0 31?L 15,V41
7
Cell Phone: .3L 0 311 got? Fax: 36 O 39 y 0960 E-mail: yY a y-Jcv%sin A. *JeT Corr n,&sf e Yk e
Address: q `T 9 v City: e2 7 state:J e" Zip code: 9
Contractor's License Number: 0 1 M c.-r-`E"G�D 10 9 J Dp'1 Expiration: Q.�i O O 5
WALL SIGN CALCULATIONS MONUMENT SIGN CALCULATIONS
Height of wall z Total street frontage in fee;_ _
Length of wall Height of proposed sign
Area of wall Width of proposed sign -�f
Height of proposed sign A Total sign print area r1 Q. -lop
Length of proposed sign Total sign structure area
Area of proposed sign
I hereby certify that the a ove 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 Stat of
Washington. ®Is (0 L(o 9
�2L" I n-°•1�t - ,I - g -- 05 RECEIVED
J Applicants Signature Date
T�v-r c&.r v, APR 1.1 2005'
Print Applicants Name
COA BUILDING DEPT' -(1
FormS/SIGN•1 ,��� n X
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• MARTENS
9 A DIVISION OF MARTENS BROS.,INC.
4748 Pacific Hwy. Bellingham WA 98226 0 (360)384-1544 Fax(360)384-0960 m martenssignart@aol.com
Transm *fission,
Date: 'Y� �
To,
Company: . w
Fax Number: o 3 UI Phone: __._ _
# Of Pages (including cover sheet)
Subject: _
Comments: rA
'5�1 , L'Ut Vic Cox as
FO MARTENS
A DIVISION OF MARTENS BROS.,INC.
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I A HN' ON AMIS SN31dNW Wdtig: Z SOOZ ' 6 [ , ] dV
lhe�K& LNG.rY=j IVG L7
consul#nr eivil eavneeis
Attn: Martens Sign Art
4748 Pacific Hwy
Bellingham, WA 98226
Re: Structural Analysis of the Sign Support for Vic Cox
Whatcom County,`WA
CASE i ADDRESS:Whatcom County,WA
SEISMIC ZONE:D-1 W114D SPEED:85 MPH v
SNOW LOAD:25 PSF EXPOSURE:C
Dear Larry,
Web Engineering Ltd, has analyzed the proposed structure for the adequacy to resist lateral and gravity
loads. All of the attached calculations conform to the Structural Engineering Design Provisions of 2003
International Building Code(IBC), and all loads were derived from the 2003 IBC,Minimum Design
Loads for Building and Structures(ASCE 7-02) and the National Design.Specification for Wood
Construction(2001 NDS),
Calculations are attached and all required modifications are specified on the drawing. If you have any
questions please contact the undersigned at 671-7002.
Date, April 19,2005
M. J,q
iSignature:
taN�1L,
Tony Jang, P.E.
Web Engineering Ltd.
=EXpl�(!�: Au1�,-L�
149 West Kellogg Road,BcIlingham,wA 99226 Tel.:(360)671-7002 Fax:(360)671.7081
e-mail: goverizen.net
Z 'd £6£9AN idVNDIS SN31dHW Wdgg:Z g00Z ' 6l ' adV
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Project: Vic Cox Home Center Sign Structure Drawn by: Sign Art
Type: Sign Calculated by: TY
Date: 4/19/2005 Checked by: Ti
For: Sign Art Job# 5118
Objective:
To perform a structural analysis on the above structure for adequacy to resist lateral and gravity loads.
Design Criteria:
Wind:
Basic Wind Speed of 85 mph(3-sec gust)
Exposure: Type C
Design Method: Simplified Wind Load Method per 2003 IBC 1600,6
Seismic Design Category D,
Seismic Zone Factor 0.3
Soil Profile Type Site class D (iitiff soil profile)
Soil Bearing 2000 PSF
References:
2003 International Building Code(IBC), Minimum Design Loads for
Building and Structures(ASCE 7-02),and the ASD Steel Design.
E 'd M9 ' ON AMIS SN iN 1Nd99 : Z 900Z ' 61 ' adV
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t 'd UN ' ON iONSIS SNhM Wd99 : Z 90OZ ' 61 ' Add
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Pole Foundation Per IBC Section 1805.7.2.1
Nonconstrained
Lateral Foxce P= 2300 lb
Allowable Lateral Eeaxing Si= 532 psf (From Table 1804,2)
Width of Embeded Footing b= 4,94 ft
A= 2105 ft
Height to Load h= 9.7 ft
Depth of Footing d- 5.79 ft <D OK
Factor for wind= 1.33
Lat.8earin®= 200 pef/ft
Assume 0= B ft
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9 'd £6£9'ON AMIS SNhdVN Wd99: Z 900d ' 6l ' add
City of Arlington
Tf
4W Building Department
REQUEST FOR REVIEW FORM
NAME: 0 G. Grp BP #: 05- (o 4 O 9
DATE: C/ RETURN THIS FORM BY: yI 18 /o S'
PROJECT SUMMARY: _S < <. !� D �• v�
RESPONDING DEPARTMENTS:
❑ TOM C., FIRE
❑ KAREN L., UTILITIES
❑ DERYL T., UTILITIES
❑ BILL B., NATURAL RESOURCE
YVONNE P., PLANNING
❑ GREGG E., ENGINEERING
❑ JIM T., CONSULTANT
❑ CHUCK W., CONSULTANT
SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your
comments, either on the drawings or in memo form, to the Building Department. 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 LINDA.
C . COMMENTS FOR THIS REVIEW ARE I
NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT
❑ COMMENTS
REVIEWED BY C" DATE
4IN
SIGN PERMIT
APPLICATION
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 TWO(2)SETS OF COMPLETE PLANS,INCLUDING STRUCTURAL
CALCULATIONS WHERE APPLICABLE, TWO(2)FULLY DIMENSIONED PLOT PLANS IF APPLICABLE.
p a,.(��Shu�
Project Address: 5 a S�n Q k�� l o:��� ��`a. N G Parcel ID#: 3 t o-g a 4 " OO l-D l3 OCR
Lot#: J—0-1-3 Subdivision- I- /
Owner: V I L C ak t7 _n m e- t�r_P_�het r Phone Number. 3 `0
IC
Address: /6 5 6 Sm a k.sj Pm:L.+ B14 C t K N State: Zip Code:
Contractor: I l a w+e-vs S 5 l 4 vi f 1 Y+ Phone Number:
Cell Phone: ,3L0 314 got? Fax: U0 39� Oq G 0 E-mail: wtav- 4.,,slone rqe Comodttt a R e
Address: y rT 9 g Pa c.LEI City: �-?1 State:�� Zip Code:
610.9
Contractor's License Number: 0 1 Yn f,r�!✓ �0 J D p Expiration: �� ^- O� O 5
WALL SIGN CALCULATIONS MONUMENT SIGN CALCULATIONS
Height of wall Total street frontage in feet D, .12 ;�'.
f
Length of wall Height of proposed sign '7-��
Area of wall Width of proposed sign f c
Height of proposed sign A Total sign print area
Length of proposed sign Total sign structure area r7
1 y I
Area of proposed sign
I hereby certify that the at cve 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 Stat of
Washington.
T Applicants Signature Date
T rr Nz APR 1 1 2005'
Print Applicants Name
A � 1al�JG�
Forms/SIGN-1 X
03/22/2005 01:51 13GO354TI-5 PRESTIGE PAGE 02
Vic Cox Nome Center
16520 Smokey Point Blvd. NE
Arlington
Tax Parcel#310529-001-013-00
Assessment Account#724-0081-5
Legal Description:
SEC 29 TWP 31 RGE 05 N1./3 OF S1/2 SE1/4 NF-1/4 LESS CO RD LESS S/HY ALSO
LESS WD 98-746 TO S/HY&LESS ADDL R/W PER SWD REC AF NO 9306150366
—REFER TO 31052900101306, 31052900101307, 31052900101309, 31052900101,311,
31052900101312 &31042900101313 FOR MH'S ONLY
03122/2005 01:51 13603547-75 PRESTIGE PAGE 03
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Martens SignArt Storage: xt3 c.\windoweibaselBASE97C8.XLS
Calculation of footings section 1806.8.2.1 Page 2-45 U.B.C.'97 Edition
Job Name:Vic Cox Home Center 04/16/2002
Description: Install 7' X 13' Double Pole Double Sided Sin Run Time 8:46 AM
Face et th in feet. 7.00 #1
Face iVidfh in feet. 16.00 #2 Wind load required/
h: Hei •t to center of wind load. 11.50 #3
=Wind ,load in lbs./s .ft.for hei igth 24.34 #4 15'to top p=24.34
Wind load area(#1*#2)= 112.00 Sq.ft. 20'to top p=25.94
Calculation ot\pole section modulus. 25'to top p=27.32
SM=(W'H*Cr*WL)/2100 30'to top p=218.24
=(#2 *#1 *43 *#4)/2100 = 14.93 40'to top p=30.08
Base Size see calc.under notes at btm of page
AA: Diameter, augered base, in ft.: 0.0000 #5 Steel Pipe Outside Diameter and Section Modulus
BB: Width of square bad XtoQro----
ft.: 3.00 #6 6" X.250 wall OD=6.625" (0.5521') SM=7.69
BB: Length of square bain ft.: 7.00 #7 �"'x.250 wall OD=8.625" (0.7188') SM=13.39
---AA or BB must be set 10"x.250 wall OD=10.75" (0.8958') SM=21.16
112"x.250 wall OD=12.75" (1.0625') SM=30.10
Calculation basis depth of base: 5.360 #9 Maximum allowable depth is 12'-0"
-------------> Make no entries below this line<-------------
This base calculation calculates the required depth of a footing using
10 the input above in the followin soils: ¢lay, San �i Clay, Silty Clay
and Clayey Silt (CL,ML,MH,and ) ri
NOTE: THE"Calculation basis depth of basX
And the calcgl ted
depth'd" MUST EQUAL to within .01.
Calculation of Variables and Sub, or 1a :
b=diameter or diagonal dimension of foPting: #8' 7.616
P=a lied lateral force in lbs. [#11 * #21 * [#4] , I/ 2726.080
TABLE 18-1-A page 2-49 note 3 allows the value of 10 to be' creased by that amount per foot of depth,times 2 for signs
S[1] For: Clay,etc ttquires 1/8 of depth.=2*100*(A331[#9 abQv = 356.976
S[11 Allowable soil pr sure increased by 1/3 per Sectlgn.tJBC 1612.3.3 475.849
Calculation of: A section 1806.8.2.1 UB � /
A = 2.34 ' P / ( S[1] " b) = / 1.760
Calculation of"d"for Non-Constrained footings section 1806.8. .1 t1BC
d= (A/2) * (1 +SORT(1+((4.36*h)/A)))/11
Base depth "d" forlay �_- 5.�60
Notes: Wind foalper Sec#io 1617&'1620 page 2,.7 U.B.C. 1997 for 80 MPH
* 1.0 in lb/sq.ft. for up.fo 15'to top of sign= 24.34
/ „
p=1�3 1.4 16.4 1.0 in Ib/sq.ft. for up to 20 to top of sign= 25.94
p=V19* 1 A* 16.4* 1.0 n Ib/sq.ft.for'up to 25'to top of sign = 27.32
p2l.23* 1.4* 16.4* 1. in Ib/sq.ft.for up to 30'to top of sign= 28.24'
=1.31 * 1.4* 16.4* 1.0 in Ib/s .ft.for up to 40'to to of sign= 30.08\
Yards in cblculated base: 4.17
Yards in/hole au eyed 8" larger than base 0.00
Sectioq 1616 page 2-7 has terrain whis is flat and generally open, extending
one-half mile or more from the site in any full quadrant.
As section Modulus calculations show, The total section modulus for the sign is 14.93 . The sign ha
two 8" X 1/4" wall steel pipes. Each 8"pipe has a section modulus of 13.39 X two poles =26.78
total section modulus.
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