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HomeMy WebLinkAbout16404 Smokey Point Blvd_BLD118_2026 (3) BUILDING INSPECTION REPORT — SIGN Permit No. 13-0118 Address: 16404 Smokey Point Blvd. #301 Contractor: Meyer Sign Owner: Prewitt Date: 7/30/2013 N APPROVAL ❑ PARTIAL APPROVAL ❑ CORRECTION ❑ OTHER INSPECTION: Footing inspection for a new pole sign SIGN FOOTINGS: SIGN SETBACKS: 171 SIGN MOUNTING: L&I: Choose an item. Date: 7/30/2013 SIGN PERMIT APPLICATION Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223• Phone (360)403 3551 • FAX(360)403 3418 THIS APPLICATION MUST BE ACCOMPANIED BY THREE(3)SETS OF COMPLETE PLANS,INCLUDING STRUCTURAL CALCULATIONS WHERE APPLICABLE, THREE(3)FULLY DIMENSIONED PLOT PLANS SHOWING ALL SIGNS ON SITE. (EXISTING$PROPOSED) v C Project Address: '��O 1 JVAO 13I� 3U( Parcel ID#: 1ys2��1 O $—oo Lot#: Subdivisi n: Valuation: Owner: FFOr c:k � �`�'� Phone Number: 2s-- 12c GGS 3 Address: 64 ( City:Qc �State: A a 8 233 Zip Code: Contractor: Phone Number: Cell Phone: Fax:390-12,1t"SZ I E-mail:U d l `� `((M-V ���`t•COS Address. &s 44 by 99\���� City0."6''TuAS"4�KState: `` 4 Zip Code: Contractors License Number: M-zy—u—sX a3s r2 Expiration: RA e WALL SIGN CALCULATIONS McNUMENT SIGN CALCULATIONS Wall height Wall length_,. � Total street frontage in feet Area of wall Height of proposed sign t3� Sign length ign height _ Width of proposed sign — d Total sign area Total sign print area �g First floor s Total sign structure area 76 First flo .sq. ft.X .025= Is there other wall signage on the building? No❑Yes❑ If yes, provide location and sq.ft. of each sign. I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulations of the State of Washingtor�- k pplicants Signature Date Print Applicants Name RECEIVED FOR STAFF USE ONLY UUN 14 2013 l l8 4�1.- Permit# Accepted By Amount Received Receipt# �' e 6 D$t E &-n WEB Forms—126 Page 1 of 1 7/10CJY 1 T STURDY ENGINEERING C O R P O R A T I O N Civil • Structural Date: June 12, 2013 Job No. 0238-262-GS SIGNAGE POLE & FOUNDATION ANALYSIS For Meyer Sign & Advertising Company Affordable Dental Care Smokey Point/Arlington, Washington Building Code 2009 IBC Seismic Design Category: D Ss S, Fa Wind: 85 MPH-Exp'C' Roof Snow/Roof Dead: N/A Floor Live/ Floor Dead: N/A Required Soil Bearing: 2,000-psf Note: Sturdy Engineering Corporation does not assume any liability for elements that are not specifically addressed in this analysis. This report is valid only for the specific project shown above and herein. Any sheets, which are not bound to the original complete set are not valid and shall not be used (excluding authorized, stamped addendum). Contents: Page �y L STUB Meyer Sign Specifications A WAS Q� Construction Plans S1 - S2 Pole Analysis 1 Foundation Analyses 2 - 4 22603 RECEIVE® ,ER JUN 17 2013 Copyright SEC 2013 SIGNAL COA PERMIT CENTER 7168 San Juan Hill Ln. •Anacortes, Washington 98221 • Phone: (360) 299-2511 • Fax: (360) 299-2698 E-mail: sturdy@sturdyengineering.com & | > . , = f $ 22-6 — \ | . ) { ƒ ► . � { � ( : � • \ \ � i ■ ) k 1 { ■ � � • \ ) ■'� | | ( ■ � » � ■ & ` \ } � \ - ! k� \ \ / � � 9&-201=0@ - - { ' § Gg .. \§(% §/ - _ - '» 2 ► Q CD 0,Q, / ( � \§ 2 � k\rCD \ ? | § \[/ \ ^ \ » . � $ } D ( ®§ - _ - Q ! \ '! . } 5 - ; ; _ E3 \ § \ ° 0 o - / \ \ � © »\ . � ( |I . � f3' fpf /u 5• kSSSrrsxY' b Q`ti 1p1 b /6 /a fp2 1 � 32 !p3 Q�1 I Fy pole:46,000-psi F'c concrete:2,500-psi Qu soil'2,000-psf All other materials supplied by others. ►fSs f2xf21cf,• .py 1p2 �- TL 9� 3'� � 3' GRADE TOPS earrawf PPv�srf, 1 p3 �F AS 4. ff�2 �v 228tl3 �, r tSTBA SSrONAL Q'�O G�I7./13 De °" YOE�TURDr ONSTRUCTION PLANddress: ENGINEERING Affordable Dental CareRTFAX ( 60) 29969 28SmokevPointlAdinaton.WA Lone, A_..".., WA 98221 3u I b O n � J z �=' rn c 0 yd SrA v9 a O 9L 0 sC ffFR µuyn*Oa G Oawo.—.—.., o„«P�o�: SLAB FOUNDATION Y !�G�N�ERING °o ProJec[ TT i.: N s Affordable Dental Care o R P o N p Aeare:s: w ^ Wf�TURD PAone: (J80) 299 33it FAX: (J80) 299-2698 A Smokey Point Miftton.WA Tea sen ti,on NAf Lone. 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W 98Z2T -1- Affordable Dental Care, Smokey Point / Arlington, WA Pole Design Sign Height,ft 8 Sign Width,ft 13 Sign Area, sf 104.00 sign weight, Ibf 312 Pole Width,ft 1 Pole Length,ft 22.5 Pole Area, sf 22.50 Overall Height,ft 30.5 Area, sf Force @ 25-psf, Ibf Moment arm,ft Moment, Ibf-ft Moment, K-in Sign 104.00 2600 26.50 68900 826.8 Pole 22.50 563 11.25 6328 75.9 3163 23.79 75228 902.7 Upper Pole Design Force on Sign Moment Arm,ft Moment, Ibf-ft Moment, K-in 2600 4.00 10400 124.8 HSS Steel Fy, ksi Fb = Fy/1.67 46.00 27.54 Moment/Fb Size HSS5x5xl/4 S, inA3 rgrd 4.53 S 6.41 weight, Ibf wt/ft 15.58 148 Main Pole Design Moment, Ibf-ft Moment, K-in 75228 902.7 HSS Steel Fy, ksi Fb =Fy/1.67 46.00 27.54 Moment/Fb Size HSS12xl2x1/4 HSS12x12x3/16 S, inA3 rgrd 32.77 S 41.4 31.5 weight, Ibf wt/ft 39.4 29.82 887 011-1 tJ&. -2- Affordable Dental Care, Smokey Point / Arlington, WA Auger Foundation Design IBC 1807.3.2.1 Non-constrained d=0.5A{1+[1+(4.36h/A)]^.5) A=2.34P/S,*b P, Ibf h,ft b,ft Soil type S qu, psf 3163 23.79 3 SM 150 2,000 Trial d S, A talc d End Area,fe 6 798 3.1 10.63 7.1 8.32 1106 2.2 8.80 8.56 1138 2.2 8.66 8.61 1145 2.2 8.63 8.62 1146 2.2 8.62 IBC 1807.3.2.2 Constrained d =sgrt(4.25P*h/S3b) Trial d S3 calc d 3 1,197 9.44 6.22 2,481 6.55 6.39 2,548 6.47 6.43 2,564 6.45 6.44 2,568 6.44 "tea r a P Maximum Allowable Vertical Load,Ibs Qu =qu*End Area 14,137 Ibs Auger Foundation: Non-constr'd 3-ft dia.x 8.75'deep Constrained 3-ft dia.x 6.5'deep -3- Class Vert psf Lat, psf Friction Cones ion Bedrock 12000 1200 0.7 Sed foliated rock 4000 400 0.35 GW, GP 3000 200 0.35 SW, SM, SC, GM, GC 2000 150 0.35 CL, ML, MH, CH 1500 100 130 -4- Affordable Dental Care, Smokey Point / Arlington, WA Slab Foundation Soil Type SNI Moment at top of slab 75,228 Ibf-ft Allowable Soil Bearing 2,000 psf Pole&Sign Weight 1,347 Ibf Foundation Dimensions Length,ft Width,ft Depth,ft Concrete weight 12 3.5 3 18,270lbf Stability Overturning front edge Item VJL, I b f MA, ft RM, Ibf-ft OTM,Ibf-ft Pole 1,347 6 8,079 Concrete 18,270 6 109,620 75,228 19,617 217 117,699 75,228 SF= 1.56 OK e =L/2-MA e= 3.83 ft middle 1/3= 2.00 ft out middle 1/3 Soil Bearing within middle 1/3 q =(Wt/L+ 6Wte/L2)/W out middle 1/3 q =(Wt/(0.75L-1.5e))/W q = 1,726 psf OK Permit#: 118 Permit Date: 06/17/13 Permit Type: SIGN INSTALLATION Project Name: Affordable Dental Applicant Name: Applicant Address: Applicant, City, State, Zip: Contact: Phone: 253-370-6653 Email: Scope of Work: Pole Sign Addition Valuation: 10000.00 Square Feet: 0 Number of Stories: 0 Construction Type: Occupancy Group: ID Code: Permit Issued: 06/24/2013 Permit Expires: Form Permit Type: Civic Plus Number: Status: COMPLETE Assigned To: Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 16404 SMOKEY POINT PREWITT LARRY 360-333-6125 651 Medical&Other 31052900101500 BLVD G Health Services Contractors Contractor Primary Contact Phone Address Contractor Type License License# Meyer Sign Company Jodi Boyden 360-424-1325 2608 Hwy 99 CONSTRUCTION COA 604 095 054 South CONTRACTOR Meyer Sign Company Jodi Boyden 360-424-1325 2608 Hwy 99 CONSTRUCTION Labor&Industries MEYERSC83238 South CONTRACTOR Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 01/22/2014 S00.SIGN FINAL Pole sign installed per 01/22/2014 01/22/2014 z.Christopher Young Approved approved plan. Inspection performed by John Olsen-Sign base Unable to 09/06/2013 S00.SIGN FINAL covered,no disconnect on 09/06/2013 09/06/2013 Inspect-No the pole(may be fed from Access next pole) Plan Reviews Date Review Type Description Assigned To Review Status 06/17/2013 Commercial Other No issues with the proposed installation z.Christopher Young 06/17/2013 Commercial Other Sign is connected to exisitng freestanding sign. 06/17/2013 Commercial Other Pole Sign Review Marc Hayes 06/17/2013 Commercial Other Pole Sign Review Fees Fee Description Notes Amount Signs Valuation Permit Fee Only $236.68 Total $236.68 Attached Letters Date Letter Description 06/24/2013 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount Sign Permit- 06/24/2013 Meyer Sign&Advertising Affordable Dental- Check#19826 $236.68 y g g 16404 Smokey Point Blvd#301 Outstanding Balance $0.00 Uploaded Files Date File Name 07/31/2013 16404 Smoke y Point.docx 06/17/2013 Application and Engineering,pdf 06/17/2013 Sign Details.pdf Date: 09/01/2026 Permit#: 118 Permit Date: 06/17/2013 Review Date: 06/17/2013 Permit Type: SIGN INSTALLATION Review Type: Commercial Other Target Date: 06/24/2013 Scheduled Time: Completed Date: 06/24/2013 Description: Pole Sign Review Review Status: Assigned To: Time In: Time Out: Hours: Notes 06/20/2013 Called Bill at Meyer Sign&Advertising and told him that the sign is not permitted as proposed. 06/24/2013 Sign is now approved because it will be treated as an addition to the existing signage since the new sign area will be attached to the old sign. Property Information Parcel#: 31052900101500 PREWITT LARRY G PREWITT LARRY G 14721 EVERGREEN WAY 16404 SMOKEY POINT BLVD STANWOOD,WA 98292 Zoning: 651 Medical & Other Health ServicesLot: Block: 360-333-6125 Through bolt sides of cabinets with 3/8"x 3"bolts wl galy.nut&washer F1 (concealed from view) 2'-0 11 P;N -I I--i MD,_ NE RECOVERY Field weld SERVICES INC. � pole to internal cabinet Game N CV O i t t 16"x16"x114" steel plate • I '. .. Ari field weld [ Transition pipe into T sign cabinet CN1q Y r 1/4"s eel plate 6"dia.sch 40 '+ rattle ring steel pipe plug weld on site lw•I{e•{tl{ .� Cfl v 12"dia.sch 40 steel pipe Proposed Sign design-Photo NTS AAA 12"dia.sch 40 ,:": . :-- •` t else!pipe OL r i [+ w {( A7 Scale 3/16"=1'-0" Grace Pr oposed sign Site Plan-NTS t N Concrete footing M to be T-6"x 12'-0"x T-0"deep Reinforce concrete footing with#4 rebar grid 9"squares o.c. �� One new dlf illuminated Ole sign 12�-0" Reinforce concrete footing placed below sign pole , 31611 P 9 with#4 rebar grid 9"squares o.c. Faces to be white lexan with applied translucent vinyl graphics placed below sign pole with reverse weed copy. Cabinet enclosure to be aluminum extrusion painted dark bronze. Pole to be 12"dia.sch 40 steel painted dark bronze. Illumination to be high output fluorescent lamps as required. Verify placement and location of display. Display to butt up against existing multi tenant pylon sign display. NOTE:If this document has been e-mailed or faxed it may be out of scale. NOTE:This Color Drawing is a simulation of the proposed colors and should be verified with actual materials. Job Name: Scale: Noted Designer: D.A.D. -7 ❑APPROVED AS IS ❑APPROVED WI CHANGES AS MARKED Site Address: q wt� t 5tval Date: 06.03.2013 Revised: 06.13.2013 _ D Sales Rep.: M.A. File Name:AffordableDentallA Design#: 6509 FAIIrRights eyer Sign&Advertising Co.,Inc. CLIENTAPPROVAL O`� 2608 Hwy 99 S.Mount Vernon,WA 98273 Phone:(360)424-1325 FAX:(360)424-5212 WEB:www.meyersign.com Reserved© 2012 I DATEAPPROVED OUR Unauthorized use,reproduction,and or display shall render the infringer liable for up to$150,000 in Statutory Damages,plus attorneys fees and costs,for each infringement,under the U.S.Copyright Act[17U.S.C.412&504] fie®A PERMI troENTER