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HomeMy WebLinkAbout16520 SMOKEY POINT BLVD NE_BLD3374_2026 NOTICE TO PERMITEE AND/OR OWNER Ib ❑ PARTIAL APPROVAL CYCORRECTIONS REQUIRED ❑ DO NOT OCCUPY IRfAPPROVED PERMIT#: 1,? �j� T AM PM DATE: JOB ADDRESS: l LOT#: PRO ECT: f- o o TYPE OF INSPECTION: OTHER: P .���Yl(� } ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION i r 'm41 . - a U - a THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 i INSPECTOR DATE. O PLANNING Cl CIVIL -1 BUII,I)ING c CITY OF ARLINGTON J � NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑ APPROVED PERMIT#: W� I AM/& DATE: ''L'I 219W JOB ADDRESS: I(061T C,3V�0� ?-V . �V LOT#: PROJECT: Si V\ J TYPE OF INSPECTION: }I V�O� 1 hS�P U�l't)✓1 OTHER: Cl NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THEACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 � - •rr•. Cl PLANNING Cl CIVIL 0 BUILDING CITY OF ARLINGTON S CITY OF ARLINGTON 18204 59th Avenue NE,Arlington, WA 98223 INSPECTIONS: 360-403-3417- Permit Center: 360-403-3551 BUILDING PERMIT 16520 Smokey Point Blvd Permit#:3374 Permit Expiration Date: 02/07/2021 Parcel#:31052900[0[300 Valuation: 15000.00 OWNER APPLICANT CONTRACTOR. COX VICTOR E 1R Yesco Yesco PURSEL KAREN I PO BOX 3038 416 E 4 tst Street 416 E 41st ARLINGTON,WA 98223 Boise, ID 83714 Boise, ID 83714 208-908-8847 208-908-8847 I.IC:YESCOP873iMT EXP:07/31112021 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION; PERNITT TYPE: Sign CODE YEAR: 2015 STORIES: CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval ol, any violation of this Code or any other ordinance or order of the City, of any state or Federal lave,or ot'any order,proclamation,guidance advice or decision of the Governor of this State. To the extent the issuance or;ranting of this permit is interpreted to allow construction activity during any period of time when Such construction is prohibited or restricted by any state or federal lave,or order,proclamation,guidance advice or decision of the Governor of this State, this penTlit shall not authorize such work and shall not be valid.The building official is authorized to provetut occupancy or use of structure Where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order, proclamation, guidance advice or decision or the Governor. The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect, inaccurate or incomplete information,or in violation of any City ordinance, regulation or order, state or federal law,or any order, proclamation,guidance or decision of tlic Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY; NO PERSON WILL BF ENTPLOYFD IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKNIEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HISAIER DEPUTY AND ALL FEES ARF. PAID. IT TS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN \/LADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BF.FN GRANTED. TBC'I 10/IRC'I 10. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your saleS tax return fonn and coded City oFArlington 43 101. Si'li aLurc, Print Name Dal Released By Date CONDITIONS Bnsed on 208 linear feet of frontage oil 1-5, the sign is allowed up to 156 sd 11, and is lower than 45' feet allowed Cor signs fronting 1-i. Adhere to approved plans_ Attachment fasteners must be verified at lime of installation. Call For Final inspection. CITY OF ARLINGTON ` 18204 59th Avenue NE,Arlington, WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT 16520 Smokey Point Blvd Permit#:3374 Permit Expiration Date: 02/07/2021 Parcel#: 31052900101300 Valuation: 15000.00 OWNER APPLICANT CONTRACTOR COX VICTOR E JR Yesco Yesco PURSEL KAREN I PO BOX 3038 416 E 41st Street 416 E 41st ARLINGTON, WA 98223 Boise,ID 83714 Boise,ID 83714 208-908-8847 208-908-8847 LIC:YESCOL*873MT EXP:07/31/2021 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Sign CODE YEAR: 2015 STORIES: CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City, of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State. To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City, or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor. The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information, or in violation of any City ordinance,regulation or order, state or federal law,or any order,proclamation, guidance or decision of the Governor. 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/IRCI 10. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. Signature Print Name Date Released By Date CONDITIONS Based on 208 linear feet of frontage on I-5, the sign is allowed up to 156 sq ft, and is lower than 45' feet allowed for signs fronting 1-5. Adhere to approved plans. Attachment fasteners must be verified at time of installation. Call for final inspection. THIS PERMIT AUTHORIZES ON' ' I'HL WORK NOTED.THIS PERMIT COW WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY COI_ L'RUCTION ON THE PUBLIC DOMAIN(CLicBS,SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 08/18/2020 Processing/Technology Fee $25.00 08/18/2020 Signs $375.94 Total Due: $400.94 Total Payment: $0.00 Balance Due: $400.94 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon SIGN PERMI) , 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 COMPLETE PLANS, INCL UD/NG STRUCTURAL CALCULATIONS WHERE APPLICABLE, TWO(2)FULLY DIMENSIONED PLOT PLANS SHOWING ALL SIGNS ON SITE. (EXISTING&PROPOSED) Project Address: 16520 Smokey Point Blvd Parcel ID#: 31052900101300 Lot#: Subdivision Valuation: 15,000 Owner: Justin Halterman Phone Number: 360-386-8213 Address: 16520 Smokey Point Blvd City:Arlinton State: WA Zip Code: 98223 Contractor: Yesco Phone Number: 208-908-8847 Cell Phone: 208-908-8847 E-mail: dkimmel@yesco.com Address: 416 E. 41st City:Boise State: ID Zip Code: 83714 Contractor's License Number: yescol*873MT Expiration: 7/31/21 WALL SIGN CALCULATIONS MONUMENT SIGN CALCULATIONS Wall Height: Wall Length: Street Setback: 5' Area of Wall: Height of Proposed Sign: 6110" Sign Length: Sign Height: Width of Proposed Sign: 16' Total Sign Area: Total Sign Print Area: 108.3 SF Total Sign Structure Area: First Floor Square Feet First Floor Square Feet X .025= Is there other wall signage on the building? No Yes_ If yes, provide location and size 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 Washir.^t^^.,...... o�ar�id��scdrref 07/30/2020 Applicants Signature Date David Kimmel Print Applicants Name 2 FOR STAFF USE ONLY Receive,,: 331 JU _ L, 3 0 2020 Permit# Accepted BYV Amount Received Receipt# Date Received Title Page 1 Structural Engineering Calculations for: O PY-30877 Haltrmans RV Park 16520 Smokey Point Blvd. Arlington,WA 25'-0" +/-oah Pole Sign CITY OF ARLINGTON BUILDING DEPARTMENT Index APPROVED DATE !g3 /3 Zo BY -0 Title ....................................... 1 Basis for Design ....................................... 2 NO CHANGES AUTHORIZED UNLESS APPROVED BY THE Wind Loads ....................................... 3 BUILDING INSPECTOR Sign Column Design ....................................... 4 Footing Design ....................................... 5 Drawing ....................................... S-1 -�OF F. •.. COPY an•s Ar— Carl Meyers ourt,r.«e m:aea PP�oMwDD 1z Prepared by: Barney Williams 9O 5 265 Reviewed by: Carl Meyers �FSS��'sn ��G�� �DNAL� 08/04/2020 YESCO. 1605 South Gramercy Road Salt Lake City, UT 84104 Phone: 801.487.8481 www.yesco.com AUG 112020 Basis Page 2 BASIS FOR DESIGN Project: Haltrmans RV Park Descript: 25'-O"+/-oah Pole Sign BUILDING CODE: 2015 EDITION OF THE INTERNATIONAL BUILDING CODE. LIVE/SNOW LOADS:NA GRAVITY/DEAD LOADS: STEEL FRAME SIGN CABINETS= 15 PSF LATERAL LOAD PARAMETERS: RISK CATEGORY= II WIND: WIND-SPEED,V i,= 110 MPH,3-SECOND GUST WIND EXPOSURE= C SEISMIC: <WIND,WIND GOVERNS STEEL: PLATES(PL)AND SHAP4S: ASTM A36, Fy=36 ksi PIPE STEEL: ASTM A500-GRADE B or API 5L-GRADE X42, Fy=42 KSI TUBE STEEL(HSS�): A_M A500,GRADE B,Fy=46 ksi WELDING:.LOW HYDROGEN, E70 SERIES RODS FABRICATION AND ERECTION TO COMPLY WITH LATEST AISCSPECIFICATIONS. FOUNDATIONS: SOIL PARAMETERS: ALLOWABLE PASSIVE LATERAL PRESSURE=100 PSF/FT. FOUNDATION POURED AGAINST NATURAL GRADE OR COMPACTED ENGINEERED FILL. CONCRETE: MINIMUM 28 DAY STRENGTH,f'c=2500 PSI Column Page 3 WIND LOAD CALCULATIONS USED FOR SIGN COLUMN DESIGN Project: Haltrmans RV Park Descript: 25'-0" +/-oah Pole Sign Ref: ASCE 7, Chapter 29 Wind Speed,V„it: 110 MPH Exposure: C Velocity Pressure Calculation Table: qh = 0.00256KhKZtKdV2 (psf)............. ASCE 7-10(Eq 29.3-1) Area# qh= 0.00256 Kh K, Kd VL 1) 24.89 0.00256 0.945 1.0 0.85 12100 2) 23.26 0.00256 0.883 1.0 0.85 12100 Design Wind Load Calculation Table(Case A&B): Quit = W = qhG Cf (psf) >16 psf........ ASCE 7-10(Eq 29.5-2)&Sec 29.8,C29.3.2 Area# W(psf) qh G Cf I s/h B/s 1) 37.9 24.89 0.85 1.79 0.275 2.326 2) 35.8 23.26 0.85 1.81 1.000 0.055 Design Wind Load Calculation Table(Case Q Q.1t = W = qhG Cf (psf) >16 psf......... ASCE 7-10(Eq 29.5-2)&Sec 29.8,C29.3.2 Sign Cabinet Depth, Lr WO to Ws to 2s— W2s to 3s= W3s to 10s= Area# (ft) Cf,0 to S Cf,s to 2s Cf,2s to 3s Cf,3s to 10s (psf) (psf) (psf) (psf) 1) 2.25 2.11 1.40 1.03 44.72 29.61 21.75 Column Page 4 SIGN COLUMN DESIGN Project: Haltrmans RV Park Descript: 25'-0"+/-oah Pole Sign Ref: ASCE 7, Chapter 29;AISC Steel Construction Manual,ASD Design Wind Speed, V ult: 110 MPH I Exposure: C Consider Case B: Yes Case C: Yes Areas Subject to Wind Forces Case B Ecc. Factor: 0.10 Height(s) Width(B) Area Centroid Top(h) 0.6 W(Wind) Sign Cabinet Description (ft) (ft) (sqft) (ft) (ft) (psf) Weight(psf) 1) Sign Cabinet 6.88 16.00 110.08 21.56 25.00 22.72 15 2) Column 18.12 1.00 18.12 9.06 18.12 21.47 Calculation of Design Forces at Critical Heights Calc.of Eccentric Dead&Wind Load Moments/Torsion Governing Load Combination (ASD): D+0.6W Sign Area Pp(kips) e'(ft) MD(kip ft) .6TW(kip ft) y(ft) M 6W+Mp(k-ft) M 6W+Mp(k-in) V 6W(kips) 1) 1.651 0.001 0.0 4.004 @ grade 57.45 689.4 2.890 2) 0.039 25.00 Sign Column Design Table Pipes(P), Fy=42 ksi Square (HSS), Fy=46 ksi Column #of Column Column Length Spacing Start End Sleeve Capacity Stage Columns Type Size C to C Elev Elev Depth Check (P, HSS) (ft) (ft) (ft) (ft) (in) 1st 1 P 10.8x.365 32.25 -7.25 25.000 N/A OK M r M„IO V, V nIO T r T /f2 PR P n/0 Combined Forces with P-4 AISC 360. (kip ft) (kip ft) (kips) (kips) (kip ft) (kip ft) (kips) (kips) H1-IorH3-6 1st 58.023 77.131 2.890 83.76 4.0 72.67 2.664 62.9 0.77 Pier-Caisson Page 5 LATERAL BEARING PIER AND CAISSON FOOTING Project: Haltrmans RV Park Descript: 25'-0"+/-oah Pole Sign #Footings= 1 Moment/Footing, M= 58,023 lb-ft Pass lat soil res, q= 100 psf Shear/Footing, P=V= 2,890 lb Composite Centroid, h= 20.08 ft Unconstrained Rectangular Pier Length, L= 5.0 ft, parallel to sign face Width, W= 5.0 ft, perpendicular to sign face Depth,first iteration, D= 7.50 ft Depth, D=O.SA{1+[1+(4.36h/A)]112}= 7.50 ft, (Equation 18-1) Actual Depth, D, ft S1=(2)(q)(D/3)= 500 psf, (Section 1806.3.4) b=(Wz+Lz)1/z= 7.07 ft A=2.34P/(S1b)= 1.91 -. �. '�., •�: i z >- o � a- W=Wo L) O � � iR V z � w o co w LU ~{ Of �' Hwa u.l a ¢� m aoU W 0 ac U)w L� [l.. Zaz ■• (.z, z (L M =Uo o � Q UwJ o L m Z= m Lo r=� r IIIINII n �;rri t � a a �- uj 4c •- -If ate ., ,� ; .10 �.r...,d. T-I52 t 0 0 zX Wa 2N — ox W m3 W N �- rtantl�c yQ lilt I111 till AA lilt NA I11,"m,_ � v v t 111 I,!t tt oil IIG Iil IIII tl[ IM 111 All IIII IIII tU so=_ I '- � I . � O we CJ W o¢ hehE f�af f k 3 - i I b� i � i y a 1 ^ Mco " - r e opm op it } ` ymp +� jiftj 1 Iwo -to A. .o 44 do L2 A d N • Permit#: 3374 Permit Date: 08/11/20 Project Name: Halterman RV Site Address: 16520 Smokey Point Blvd Company/Applicant Name: Yesco 17 Company/Applicant Address: 416 E 41 st Street City, State, Zip: Boise, ID 83714 Contact: David Kimmel Phone: 208-908-8847 Email: dkimmel@yesco.com Permit Type: Sign Valuation: 15000.00 Square Feet: 108 Number of Stories: 0 Type of Construction: Occupancy Type: Scope of Work: New pole sign MIC/Opportunity Zone: MIC Permit Issued: Permit Expires: 02/07/2021 DNU: Status: IN PROCESS Property Parcel# Address Legal Description Owner Name Owner Phone Zoning Contractors Contractor Primary Contact Phone Address Contractor Type License License# Yesco David Kimmel 208-908-8847 416 E 41st CONTRACTOR Labor and YESCOL*873MT Industries Plan Reviews Date Review Type Description Assigned To Review Status 08/11/2020 Sign Building In Review 08/11/2020 Sign Josh Grandlienard In Review 08/11/2020 Sign Nova Heaton In Review Uploaded Files Date File Name 08/11/2020 7154465-3374 Application.pdf 08/11/2020 7154464-3374_Pooting Plans.pdf 08/11/2020 7154463-3374 Submittal Docs.pdf L&I regional offices are closed to public visits until further notice. Offices can still help you by phone from 8 a.m.to 5 p.m. weekdays (except state holidays). Use the phone number for your closest regional office (LttQs:#Ini.wa.gov/agenc contact/#office-Imation ), or you can call the Office of Information and Assistance at 360-902-5800. wasnmgw sole oepanmeni or Labor&Industries(httR,g/Qni.wa.gov). YESCO LLC Owner or tradesperson 2401 Foothill Drive Principals 2401 Foothill Drive YOUNG,PAUL CLIFTON,PARTNER/MEMBER SALT LAKE CITY,UT 84109 801-464-4600 JONES,STEPHEN E,MANAGER WILLIAMS,JOHN SYDNEY,PARTNER/MEMBER (End:06/29/2015) Doing business as YESCO LLC WA UBI No. Business type 602 804 850 Limited Liability Company Governing persons YOUNG ELECTR SIGN COMPANY LON SEARLE; YOUNG ELECTR SIGN COMPANY; JEFFREY YOUNG; MICHAEL T YOUNG; PAUL C YOUNG; License Verify the contractor's active registration/license/certification(depending on trade)and any past violations. C_o_nstruc_tio_n C_ontra_ctor Active Meets current requirements. License specialties GENERAL License no. YESCOL"873MT Effective—expiration 07/31/2013—07/31/2021 Bond Liberty Mutual Ins Co $12,000.00 Bond account no. 906002296 Received by L&I Effective date 07/31/2013 07/30/2013 Expiration date Until Canceled Insurance Liberty Insurance Corp $1,000,000.00 Policy no TB7691459473040 Received by L&I Effective date 07/08/2020 07/01/2020 Expiration date 07/01/2021 Insurance history Svings .......a.......... ... No savings accounts during the previous 6 year period. Lawsuits against the bond or savings N o 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. Certifications & Endorsements OMWBE Certifications No active certifications exist For this business. Apprentice Training Agent No active Washington regisfered apprentices exist for this business.Washington allows the use of apprentices registered with Oregon or Montana.Contact the Oregon Bureau of Labor&Industries or Montana Department of Labor &Industry to verify if this business has apprentices. 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. 592,295-02 Doing business as YESCO LLC Estimated workers reported Quarter 2 of Year 2020"11 to 20 Workers" L&I account contact T4/STEPHEN TASSONI(360)902-4819-Email:TASS235@lni.wa.gov Public Works Requirements Verify the contractor is eligible to perform work on public works projects. Required Training—Effective July.1,2019 Exempt from this requirement. 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& Health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 0 411 9/2 0 1 9 No violations Inspection no_ 317953843 Location 2611 S Quillen PI.Ste 110 Kennewick,WA 99338 Inspection results date 02/05/2019 Violations Inspection no. 317952620 Location 10619 E.Sprague Ave Spokane Valley,WA 99206 Inspection results date 12/28/2018 No violations Inspection no. • 317952328 Location 1100 Dallas Military Rd. Walla Walla,WA 99362 Inspection results dale 04/19/2018 Violations Inspection no. 317948950 Location 3438 Stilaguamish Dr Arlington,WA 98223 Inspection results date 07/0712017 No violations Inspection no. 317945635 Location 901 Aaron Dr Richland,WA 99352 Inspection results date 0 3101/2 0 1 6 No violations Inspection no. 317939510 Location 6321 W.Buckley Rd Kennewick,WA 99338 Inspection results date 10/09/2015 Violations Inspection no. 317937723 Location 10506 W Aero Rd Spokane,WA 99224 Inspection results date 0 8124/2 01 5 No violations Inspection no. 317937486 Location 210 E North Foothills Dr Spokane,WA 99207 Inspection results date 02/03/2015 Violations Inspection no. 317934902 Location 404 S Frontage Rd George,WA 98824 Inspection results date 01126/2015 No violations Inspection no. 317622553 Location 7520 W.Clearwater Ave. Kennewick,WA 99336 Raelynn Jones From: Raelynn Jones Sent: Thursday, July 30, 2020 2:54 PM To: dkimmel@yesco.com Cc: Kristin Foster Subject: 16520 Smokey Point Blvd - Sign Permit Attachments: Sig n_Permit_Application_DZxrfheseOCYmn.pdf,OPY-30877 SIGN REMODEL R3.cdr.pdf Good Afternoon, We received the attached sign permit submittal, however we will require the following information to be submitted in order to move forward with processing and review: • Footing details for the base • Attachment and fastener details for the sign • Site plan to include setback dimensions from lot line You may submit the above required documentation to ced@arlingtonwa.gov for processing. Please feel free to reach out should you have any questions.Thank you Sincerely, Raelynn Jones Permit Technician City of Arlington Community& Economic Development 18204 59th Ave NE Arlington, WA 98223 Office: 360-403-3436 www.arlin tonwa.gov 1 :t I IIIII L�J 1 �-+ N D N (D• C C Q. O o S2cn> -0 Z �■ � �m r ;uN My Oar n a rn -1 ,i C H cn n030 m Z a C� pa::N m 0 � mv 0 i.ell- t.r r r� • J I I =tlu x noWw== _wi�m�ItlllWlgp�lA�.Q � �'•� O �4�I x4Igi IIII NO go EII NO _ Itll pil F It �e' IN_I_=IIII�I Ul m �tltlT SERI f IP m e xa i ui 3 �r z X 1 • I bl O - — 7 =m of TEE a mis If r: _ m ,, � P �4�,L - O � C i y 1� b `� O S t�' � _ y � ' �• - ��'//• s� ��\ -i!` ~� ' ' ' I.i I� ' 1 �« / � �.� I I� � � 1 �� 1 •�� f �V �� ,� ;� _ 3 � m'� "g'm -- C I a� IAO I q O tti to !! s{ s♦ 4 � __ Ono i f 3 o •� Title Page 1 Structural Engineering Calculations for: OPY-30877 Haltrmans RV Park 16520 Smokey Point Blvd. Arlington, WA 25'-0" +/-oah Pole Sign CITY OF ARLINGTON BUILDING DEPARTMENT Index APPROVED Title ....................................... 1 DATE�3I' v BY Basis for Design ....................................... 2 NO CHANGES AUTHORIZED Wind Loads ....................................... 3 UNLESS APPROVED BY THE Sign Column Design 4 BUILDING INSPECTOR Footing Design ....................................... 5 Drawing ....................................... S-1 JC�4m.00Py Carl Meyers S9 � wrw or m+oKa urn roaD7 Q`PvoM OisF D v7 Prepared by: Barney Williams 512s5 Reviewed by: Carl Meyers c�sSFc,srr������ /ONALE 08/04/2020 YESCO. 1605 South Gramercy Road Salt Lake City, UT 84104 Phone: 801.487.8481 Received www.yesco.com AUG-1 12020 -�v s;!>-14-, Basis Page 2 BASIS FOR DESIGN Project: Haltrmans RV Park Descript: 25'-O"+/-oah Pole Sign BUILDING CODE: 2015 EDITION OF THE INTERNATIONAL BUILDING CODE. LIVE/SNOW LOADS: NA GRAVITY/DEAD LOADS: STEEL FRAME SIGN CABINETS= 15 PSF LATERAL LOAD PARAMETERS: RISK CATEGORY= II WIND: WIND SPEED,V it= 110 MPH,3-SECOND GUST WIND LXPUSURI== C SEISMIC: <WIND,WIND GOVERNS STEEL: PLATES(PL)AND SHAPES: ASTM A36, Fy=36 ksi PIPE STEEL: ASTM A500-GRADE B or API 5L-GRADE X42, Fy=42 KSI TUBE STEEL(HSS): ASTM A500,GRADE B, Fy=46 ksi WELDING: LOW HYDROGEN, E70 SERIES RODS FABRICATION AND ERECTION TO COMPLY WITH LATEST AISC SPECIFICATIONS. FOUNDATIONS: SOIL PARAMETERS: ALLOWABLE PASSIVE LATERAL PRESSURE=100 PSF/FT, FOUNDATION POURED AGAINST NATURAL GRADE OR COMPACTED ENGINEERED FILL. CONCRETE: MINIMUM 28 DAY STRENGTH,f'c=2500 PSI Column Page 3 WIND LOAD CALCULATIONS USED FOR SIGN COLUMN DESIGN Project: Haltrmans RV Park Descript: 25'-0"+/-oah Pole Sign Ref: ASCE 7, Chapter 29 Wind Speed,V„it: 110 MPH Exposure: C Velocity Pressure Calculation Table: qh = 0.00256KhKZtKdV2 (psf).............ASCE 7-10(Eq 29.3-1) Area# qh= 0.00256 Kh K, Kd VL 1) 24.89 0.00256 0.945 1.0 0.85 12100 2) 23.26 0.00256 0.883 1.0 0.85 12100 Design Wind Load Calculation Table(Case A&B): Quct = W = qhG Cf (psf) >16 psf........ ASCE 7-10(Eq 29.5-2)&Sec 29.8,C29.3.2 Area# W(psf) qh G Cf I s/h B/s 1) 37.9 24.89 0.85 1.79 0.275 2.326 2) 35.8 23.26 0.85 1.81 1.000 0.055 Design Wind Load Calculation Table(Case C): Q1t1t = W = qhG Cr (psf) >16 psf......... ASCE 7-10(Eq 29.5-2)&Sec 29.8,C29.3.2 Sign Cabinet Depth, L, WO to - Ws to 2s— W2s to 3s— W3s to 10s Area# (ft) Cf,0 to s Cf,s to 2s Cf.2s to 3s Cf.3s to 10s (psf) (psf) (psf) (psf) 1) 2.25 2.11 1.40 1.03 44.72 29.61 21.75 Column Page 4 SIGN COLUMN DESIGN Project: Haltrmans RV Park Descript: 25'-0"+/-oah Pole Sign Ref: ASCE 7, Chapter 29;AISC Steel Construction Manual,ASD Design Wind Speed,V,,,,: 110 MPH Exposure: C Consider Case B: Yes Case C: Yes Areas Subject to Wind Forces Case B Ecc. Factor: 0.10 Height(s) Width(B) Area Centroid Top(h) 0.6 W(Wind) Sign Cabinet Description (ft) (ft) (sqft) (ft) (ft) (psf) Weight(psf) 1) Sign Cabinet 6.88 16.00 110.08 21.56 25.00 22.72 15 2) Column 18.12 1.00 18.12 9.06 18.12 21.47 Calculation of Design Forces at Critical Heights Calc.of Eccentric Dead&Wind Load Moments/Torsion Governing Load Combination (ASD): D+0.6W Sign Area Pp(kips) e'(ft) MD(kip ft) .6Tw(kip ft) y(ft) M 6W+Mp(k-ft) M 6W+Mp(k-in) V 6W(kips) 1) 1.651 0.001 0.0 4.004 @ grade 57.45 689.4 2.890 2) 0.039 25.00 Sign Column Design Table Pipes(P), Fy=42 ksi Square (HSS), Fy=46 ksi Column #of Column Column Length Spacing Start End Sleeve Capacity Stage Columns Type Size C to C Elev Elev Depth Check (P, HSS) (ft) (ft) (ft) (ft) (in) 1st 1 P 10.8x.365 32.25 -7.25 25.000 N/A OK M r M n A2 V r V r,/0 T r T„/f2 PR P"/0 Combined Forces With P-d AISC 360. (kip ft) (kip ft) (kips) (kips) (kip ft) (kip ft) (kips) (kips) Hl-1orH3-6 1st 58.023 77.131 2.890 83.76 4.0 72.67 2.664 62.9 0.77 Pier-Caisson Page 5 LATERAL BEARING PIER AND CAISSON FOOTING Project: Haltrmans RV Park Descript: 25'-0"+/-oah Pole Sign #Footings= 1 Moment/Footing, M= 58,023 lb-ft Pass lat soil res, q= 100 psf Shear/Footing, P=V= 2,890 lb Composite Centroid, h= 20.08 ft Unconstrained Rectangular Pier Length, L= 5.0 ft, parallel to sign face Width,W= 5.0 ft, perpendicular to sign face Depth,first iteration, D= 7.50 ft Depth, D=0.5A{1+[1+(4.36h/A)]1/2}= 7.50 ft, (Equation 18-1) Actual Depth, Dactuai= 7.50 ft S1=(2)(q)(D/3)= 500 psf, (Section 1806.3.4) b=(W2+Lz)112= 7.07 ft A=2.34P/(Slb)= 1.91 is 1 13 1 12 I " 1 ID 1 9 I 9 I 7 1 6 1 5 1 a 1 3 1 2 1 GENERAL STRUCTURAL NOTES 01 Y E S C 0.. 2-3y" 16-0Y' A DESIGN CRITERIA • 1. BUILDING CODE: IBC 2015 TYP.,T&B 2• DEAD LOAD: SIGN CABINETS—15 PSF,FRONT ELEVATION AREA ENGINEERING 3 WIND LOAD: V ult=110 MPH(CAT II),EXPOSURE C 4. SNOW LOAD:N/A 1605 South Gramercy Rd. STRUCTURAL STEEL Salt Lake City, UT 84104 5. DESIGN AND FABRICATION ACCORDING TO AISC-ASD, 14TH EDITION (801)487-8481 6. PIPE:(HSS ROUND)ASTM A500 GRADE B,OR API 5L GRADE X42,FY=42 KSI 6'-10y2" 7 STEEL TUBE(HSS):ASTM A500 GRADE B,FY=46 KSI www.yesco.com WELDING ` 8. DESIGN AND FABRICATION ACCORDING TO AWS D1.1,CURRENT EDITION ©2020 YESCO LLC,All rights reserved 9. E70XX ELECTRODES FOR SMAW PROCESS 10, 3/fi'MIN FILLET WELD UNLESS OTHERWISE NOTED Revisions — rr FOUNDATION He Moe 11. CONCRETE COMPRESSIVE STRENGTH,Vc=2500 PSI AT 28 DAYS MIN _ 8-3-20 12. CONCRETE POURED AGAINST UNDISTURBED NATIVE SOILS ' H EXISTING CABINET 13. SOIL ALLOWABLE LATERAL BEARING CAPACITY=100 PSF/FT NEW FRAMING MEMBERS FROM CURRENT SIGN, AT PIPE SOCKET TO BE — MODIFY FRAMING AS ELECTRICAL NOTES — %6"WALL,MIN. REQUIRED TO ACCEPT 14. PROVIDE ACCESSIBLE WEATHERPROOF DISCONNECT SWITCH FOR ALL i 10"STD.PIPE ILLUMINATED SIGN ELEMENTS 15- ALL CABINETS TO BE BUILT TO UL 48 STANDARDS 16. ALL ELECTRICAL COMPONENTS AND WIRING TO CONFORM TO NEC 600 G STANDARDS 25'-0"± OTHER NOTES 17, SEE ART DRAWINGS FOR SIGN FINISHES,COLORS,AND LIGHTING SPECS. ONTACT WITH ALUMINUM TO BE PRIMED AND PAINTED ppu�j ypn.a er c•,i CITY OF ARLINGTON Carl MeyerOWE ON" s �. HSS ROUND BUILDING DEPARTMENT »` F 10.750"x 0.365" aaos+roavv (PIPE,10 STD.) APPROVED PP�oM`vCnsy� DATE BY �© �—,`���� I NO CHANGES AUTHORIZED c1� UNLESS APPROVED BY THE OOT OPENING REQ'D WELD SIZE e BUILDING INSPECTOR o- �e' 31,61' Y1e'-X, %a' 90;*Ir 51 65 ��tr - SS/O N AL Et, Y1fi'WALL, SOCKET 08/04/U20 D JFFICE COPY FRAMING,AS READ. BARNEY WILLIAMS Drawn by. GRADE GRADE 3/16 1.5• Checked by. 3/16 1.5., VERT. .• ' •• ° • III-I 1 I;I�I-I�I=I�I-I I - I�I-III-I�I-1 I' PIPE GUIDES, HALTERMANS I-1 1117 1-I I IM I I-I I I ' : • , • I=I I=III=I I- 3 RV PARK III=1 ° • _ III- I I;III-III-1 - _ WHERE USED _ _ _ _ STEEL PIPE g (—I I 1 LEI I I1—III I—III—I I - ELECTRICAL — COLUMN g 16520 SMOKEY POINT BLVD. C I I . • III- T,6« I I I I III-1 °• •a III 1 1 I I TO SUIT — a ARLINGTON,WA _ /�OR ° I- I I-III I-II p Engineer. CARL MYERS UNDISTURBED_ _ _ \ EXISTING -I s Account Exec MARINA HANSEN • I I I I �I I I 1=1 NATIVE SOIL CABINET Designer. MATT ALSAGER 1 •• • ° I -III I ° I- I I --------- ------ FRAMING 3 r , m Date: 8-3-20 2500 PSI 9 e CONCRETE ° FOOTING i 2 (SEE TABLE) 4 PLUS I Project No. MAXeOPEN I OPY-30877 5'-D" L 3"MIN _ 5'U" I ROOT OPENING I I L---------------------J A 2 END VIEW 1 FRONT ELEVATION CA POLE POC�ET �ec;eived SCALE. 1/4 — 1 0 SCALE. 1/4 — 1 0 NOTO SCALE i AUG 11207. i- 14 1 13 1 12 I 71 I 1• I 9 1 6 1 7 1 6 3 1 2 l GENERAL STRUCTURAL NOTES A Y E S C 0 DESIGN CRITERIA 1. BUILDING CODE: IBC 2015 TYP.,T&B 2 DEAD LOAD. SIGN CABINETS-15 PSF,FRONT ELEVATION AREA ENGINEERING 3. WIND LOAD: V ult=110 MPH(CAT II),EXPOSURE C 4 SNOW LOAD:N/A 1605 South Gramercy Rd. STRUCTURAL STEEL Salt Lake City, UT 84104 5 DESIGN AND FABRICATION ACCORDING TO AISC-ASD, 14TH EDITION (801)487-8481 6. PIPE: (HSS ROUND)ASTM A500 GRADE B,OR API 5L GRADE X42,FY=42 KSI 6'-10%2" 7 STEEL TUBE(HSS):ASTM A500 GRADE B,FY=46 KSI www.yesco.com WELDING 8. DESIGN AND FABRICATION ACCORDING TO AWS D1 1,CURRENT EDITION ©2020 YESCO LLC,All rights reserved 9 E70XX ELECTRODES FOR SMAW PROCESS 10. 3/fi'MIN FILLET WELD UNLESS OTHERWISE NOTED RevISI011s FOUNDATION - q• ow. 11. CONCRETE COMPRESSIVE STRENGTH,f'c=2500 PSI AT 28 DAYS MIN. e 3 20 H 12. CONCRETE POURED AGAINST UNDISTURBED NATIVE SOILS ' EXISTING CABINET 13, SOIL ALLOWABLE LATERAL BEARING CAPACITY=100 PSF/FT AL NEW FRAMING MEMBERS FROM CURRENT SIGN, AT PIPE SOCKET TO BE MODIFY FRAMING AS ELECTRICAL NOTES " 3/6"WALL,MIN. REQUIRED TO ACCEPT 14. PROVIDE ACCESSIBLE WEATHERPROOF DISCONNECT SWITCH FOR ALL 10"STD.PIPE ILLUMINATED SIGN ELEMENTS 15. ALL CABINETS TO BE BUILT TO UL 48 STANDARDS 16. ALL ELECTRICAL COMPONENTS AND WIRING TO CONFORM TO NEC 600 c STANDARDS 25'-0"± CITY OF ARL190xLT�T-!t!I<LV NGS FOR SIGN FINISHES,COLORS,AND LIGHTING SPECS. �` AL I CONTACT WITH ALUMINUM TO BE PRIMED AND PAINTED oN`"C-& BUILDING DEPARTMENT E� ,..��., Carl Meyersa;f Iv HSS ROUND APPROVED Ctncr.Na.M1 F 18'-1Y2"± 10.750"x 0.365" on.11- a (PIPE,10 STD.) DATE !3 BY �(MC NDy,AI Q.P.Q\.\YAS/ vT'r/— NO CHANGES AUTHORIZED UNLESS APPROVED BY THE BUILDING INSPECTOR Cn E OOT OPENING REQ'D WELD SIZE 0-%„' /fi' JOB COPY 'fi -' ,a' 9°� �' 65 �� /e"-fie. is �SS/0NA1-ENG�t' I I Y16"WALL,SOCKET 08/04/2020 FRAMING,AS READ BARNEY WILLIAMS Drawn by ., ................. O 3/16 1.5" Checked by M. GRADE GRADE VERT. _I I H °.• •+ 4 • III—I 3/16 1.5' —III I I—I 1- iIII—I —� I I I • i I—III—III—III- PIPE GUIDES, HALTERMANS �II I I- ' E I I—I I IiI LL_—l_L—111 �� WHERE USED RV PARK a , STEEL PIPE -III • I I—I I I—I I I • I—III—I I ELECTRICAL - COLUMN 16520 SMOKEY POINT BLVD. _ _ r ARLINGTON,WA r.�,r III—III—_I ' ,a III I I— TO SUIT — , !t6 OR �' _ _ _ t III .•-a. I— -III—III I—I I I Engineer. CARLMYERS t \ EXISTING • n III—I Account Exec MARINA HANSEN — I NATIVE SOIL CABINET Designer.,. MATT ALSAGER III-• I I;II \ FRAMING • ° - _I _ I 2500 PSI r---------- ----------� g Date: 8-3-20 ' a CONCRETE 1 I fi B ' I ' ° FOOTING 1 4 PLC'S 1 � z (SEE TAf3l_E) I Project No. I 3/s'MAX J 0 L 3"MIN. 5'-0.1 ROOT OPENING I O PY-30877 1 I L---------------------J A 2 END VIEW FRONT ELEVATION POLE POCKET Receivedl SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" �.\ % NOT TO SCALE AUG 1120 S- 1 SIGN 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 COMPLETE PLANS, INCLUDING STRUCTURAL CALCULATIONS WHERE APPLICABLE, TWO(2)FULLY DIMENSIONED PLOT PLANS SHOWING ALL SIGNS ON SITE. (EXISTING&PROPOSED) Project Address: 16520 Smokey Point Blvd Parcel ID#: 31052900101300 Lot#: Subdivision: Valuation: 15,000 Owner: Justin Halterman Phone Number: 360-386-8213 Address: 16520 Smokey Point Blvd City:Arlinton State: WA Zip Code: 98223 Contractor: Yesco Phone Number: 208-908-8847 Cell Phone: 208-908-8847 E-mail: dkimmel@yesco.com Address: 416 E. 41st City: Boise State: ID Zip Code: 83714 Contractor's License Number: yescol*873MT Expiration: 7/31/21 WALL SIGN CALCULATIONS MONUMENT SIGN CALCULATIONS Wall Height: Wall Length: Street Setback: 5' Area of Wall: Height of Proposed Sign: 611011 Sign Length: Sign Height: Width of Proposed Sign: 16' Total Sign Area: Total Sign Print Area: 108.3 SF Total Sign Structure Area: First Floor Square Feet First Floor Square Feet X .025= Is there other wall signage on the building? No,L Yes_ If yes, provide location and size 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 ashirn!n ... 07/30/2020 Applicants Signature Date David Kimmel Print Applicants Name FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received y IlYIN I cr) (D �7v I� � H I� N (D Q. ?0 C r O o 2 con z W 0 �■ � vm r � (1) � o O u Acl, D r � 'c rn-j � y � -<22 C)K n p M►� v m O � mv - y O I uo�na—m _Enn�du�°� mwimInunuu_inn �'. 0 ' — m uu—un—i LnM �m m �o x p tit 3 �r z X 1 52 im dl O { o � f L � S 1 p - r F• fi f 3.. r ti I 4i�l; •SPJ ny�y �� 'm- 'r „q. WA- op O v� 40 ' l .�6 .0A116 L u 000 ,r o - b I all. Y�.. 0Ir N d ,, Title Page 1 Structural Engineering Calculations for: OPY-30877 Haltrmans RV Park 16520 Smokey Point Blvd. Arlington,WA 25'-0"+/-oah Pole Sign CITY OF ARLINGTON BUILDING DEPARTMENT Index APPROVED Title ....................................... 1 DATE-3�1�.BY Basis for Design ....................................... 2 NO CHANGES AUTHORIZED Wind Loads ....................................... 3 UNLESS APPROVED BY THE Sign Column Design ....................................... 4 BUILDING INSPECTOR Footing Design ....................................... 5 Drawing ....................................... S-1 -C 0 P Y Can I ym Mp'00!(Q Q�P�oM�H� N Prepared by: Barney Williams 90 s 265 Reviewed by: Carl Meyers NAt 08/04/2020 YESCO., 1605 South Gramercy Road Salt Lake City, UT 84104 Phone: 801.487.8481 Received www.yesco.com AUG 112020 Column Page 3 WIND LOAD CALCULATIONS USED FOR SIGN COLUMN DESIGN Project: Haltrmans RV Park Descript: 25-0" +/-oah Pole Sign Ref: ASCE 7, Chapter 29 Wind Speed,V,,it: 110 MPH Exposure: C Velocity Pressure Calculation Table: qh = 0.00256KhKZtKdV2 (psf)............. ASCE 7-10(Eq 29.3-1) Area# qh= 0.00256 Kh KZt Kd V` 1) 24.89 0.00256 0.945 1.0 0.85 12100 2) 23.26 0.00256 0.883 1.0 0.85 12100 Design Wind Load Calculation Table(Case A&B): Quit = W = qhG Cf (psf) >16 psf........ ASCE 7-10(Eq 29.5-2)&Sec 29.8,C29.3.2 Area# W(psf) qh G Cf s/h B/s 1) 37.9 24.89 0.85 1.79 0.275 2.326 2) 35.8 23.26 0.85 1.81 1.000 0.055 Design Wind Load Calculation Table(Case C): Qutt = W = qhG Cf (psf) >16 psf......... ASCE 7-10(Eq 29.5-2)&Sec 29.8,C29.3.2 Sign Cabinet Depth, L = Ws _ _ _ � WOtos to 2s— W2s to 3s— W3stolOs— Area# (ft) Cf,0 to s Cf,s to 2s Cf,2s to 3s Cf,3s to 10s (psf) (psf) (psf) (psf) 1) 2.25 2.11 1.40 1.03 44.72 29.61 21.75 Pier-Caisson Page 5 LATERAL BEARING PIER AND CAISSON FOOTING Project: Haltrmans RV Park Descript: 25'-0" +/-oah Pole Sign #Footings = 1 Moment/Footing, M= 58,023 lb-ft Pass lat soil res, q= 100 psf Shear/Footing, P=V= 2,890 lb Composite Centroid, h= 20.08 ft Unconstrained Rectangular Pier Length, L= 5.0 ft, parallel to sign face Width, W= 5.0 ft, perpendicular to sign face Depth,first iteration, D= 7.50 ft Depth, D=0.5A{1+[1+(4.36h/A)]1/2)= 7.50 ft, (Equation 18-1) Actual Depth, Damai= 7.50 ft S1=(2)(q)(D/3)= 500 psf, (Section 1806.3.4) b=(W2+Lz)1/2= 7.07 ft A=2.34P/(Slb)= 1.91 14 1 13 1 12 1 11 1 10 1 9 b 1 6 1 5 1 4 1 3 1 2 1 1 2,-3 1 16'-Oy.,, r A GENERAL STRUCTURAL NOTES �� Y E S C 0. DESIGN CRITERIA 1. BUILDING CODE: IBC 2015 a 2. DEAD LOAD: SIGN CABINETS—15 PSF,FRONT ELEVATION AREA ENGINEERING _ TYP.,T&B 3. WIND LOAD: V ult=110 MPH(CAT II),EXPOSURE C 4. SNOW LOAD:N/A 1605 South Gramercy Rd STRUCTURAL STEEL Salt Lake City, UT 84104 ! 5, DESIGN AND FABRICATION ACCORDING TO AISC-ASD, 14TH EDITION (801)487-8481 6. PIPE:(HSS ROUND)ASTM A500 GRADE B,OR API 5L GRADE X42,FY=42 KSI 6'-10Y2" 7. STEEL TUBE(HSS):ASTM A500 GRADE B,FY=46 KSI l I www.yesco.com WELDING 8. DESIGN AND FABRICATION ACCORDING TO AWS D1.1,CURRENT EDITION ©2020 YESCO LLC,All rights reserved 9. E70XX ELECTRODES FOR SMAW PROCESS 10. 3/s'MIN FILLET WELD UNLESS OTHERWISE NOTED ReviSIOIIS d FOUNDATION N. Nre 11. CONCRETE COMPRESSIVE STRENGTH,Vc=2500 PSI AT 28 DAYS MIN. H 12, CONCRETE POURED AGAINST UNDISTURBED NATIVE SOILS EXISTING CABINET 13. SOIL ALLOWABLE LATERAL BEARING CAPACITY=100 PSF/FT NEW FRAMING MEMBERS FROM CURRENT SIGN, AT PIPE SOCKET TO BE MODIFY FRAMING AS ELECTRICAL NOTES ° %6"WALL,MIN. REQUIRED TO ACCEPT 14. PROVIDE ACCESSIBLE WEATHERPROOF DISCONNECT SWITCH FOR ALL 10"STD.PIPE ILLUMINATED SIGN ELEMENTS 15. ALL CABINETS TO BE BUILT TO UL 48 STANDARDS 16. ALL ELECTRICAL COMPONENTS AND WIRING TO CONFORM TO NEC 600 G STANDARDS 25'-0"± 11� WINGS FOR SIGN FINISHES,COLORS,AND LIGHTING SPECS. CITY OF ARLI I CONTACT WITH ALUMINUM TO BE PRIMED AND PAINTEDwwca, B.0.usBUILDING DEPARTMENT E.Y..Grm — Carl Meyers o}° HSSROUND 4ro F 18'-1%"± APPR0 /ED 21ecaa10.750 x 0.365 anon i i.aem (PIPE,10 STD.) DATE !3 BY MND `V NO CHANGES AUTHORIZED UNLESS APPROVED BY THE BUILDING INSPECTOR cn E ROOT OPENING REQ'D WELD SIZE JOB COPY '°,- B" : 51 65 %'-/1a" /B' TOSS/O ST1- \� I WALL,SOCKET 08/04/2020 FRAMING,AS READ. Drawn by BARNEY WILLIAMS .............................. D I 3/16 1.5" Checked by C.M. GRADE GRADE 3/16 1.5" =I 1 F1 I ° `-1 11=1 I '=1 I I=1 i-I I-IIII=1 I- • I=� 1=III=1 f- PIPE GUIDES, HALTERMANS III—I • ' 111- I M1 11=f!—I — - ❑ WHERE PIPE_ � RV PARK _ • i 16520 SMOKEY POINT BLVD. —III a I—I I I I-1I I—III ELECTRICAL — COLUMN 7 C • •. l I I—III-I ° III III TO SUIT — �ORARLINGTON,WA 1 � II-ITI •A I-III _ I Engineer. CARL MYERS UNDISTURBED ; Account Exec MARINA HANSEN —) ° I I III—) • a III—I NATIVE SOIL \ CABINET Designer. MATT ALSAGER FRAMING ---------- t Date: 8-3 —I • � � 2500 PSI r---------- B •� t a a CONCRETE I I FOOTING ( 4 PLC'S I I 2 (SEE TABLE) I Project No. U"MAX 5,-0„ L 3"MIN. 5 0„ I l ROOT60PENING I OPY-30877 I I L--- Receive A 2 } END VIEW 1 FRONT ELEVATION A POLE POCKET SCALE. 1/4 = 1-0 SCALE: 1/4 = 1-0 NOT TO SCALE AUG 1120 S- 1 14 1 13 1 12 1 11 1 10 1 9 1 8 1 7 1 6 1 5 1 4 1 3 1 2 1 1 3 GENERAL STRUCTURAL NOTES �� Y E S C 0. 2'- 1/4 16'-0�rr " A • DESIGN CRITERIA 1. BUILDING CODE: IBC 2015 J 2. DEAD LOAD: SIGN CABINETS—15 PSF,FRONT ELEVATION AREA ENGINEERING TYP.,T&B 3.WIND LOAD: V ult=110 MPH(CAT II),EXPOSURE C 4.SNOW LOAD:N/A 1605 South Gramercy Rd. STRUCTURAL STEEL Salt Lake City, UT 84104 5. DESIGN AND FABRICATION ACCORDING TO AISC-ASD, 14TH EDITION (801)487-8481 6. PIPE:(HSS ROUND)ASTM A500 GRADE B,OR API 5L GRADE X42,FY=42 KSI 6'-102" 7. STEEL TUBE(HSS):ASTM A500 GRADE B,FY=46 KSI www.yesco.com ��� /a I �❑O WELDING LS��U 8. DESIGN AND FABRICATION ACCORDING TO AWS D1.1,CURRENT EDITION. ©2020 YESCO LLC,All rights reserved 9. E70XX ELECTRODES FOR SMAW PROCESS 10. 3/16"MIN FILLET WELD UNLESS OTHERWISE NOTED Revisions FOUNDATION N. Da1e 11. CONCRETE COMPRESSIVE STRENGTH,Vc=2500 PSI AT 28 DAYS MIN. on . 8-3-20 H 12. CONCRETE POURED AGAINST UNDISTURBED NATIVE SOILS Al EXISTING CABINET 13. SOIL ALLOWABLE LATERAL BEARING CAPACITY=100 PSF/FT NEW FRAMING MEMBERS FROM CURRENT SIGN, AT PIPE SOCKET TO BE MODIFY FRAMING AS ELECTRICAL NOTES 0 %6"WALL, MIN. REQUIRED TO ACCEPT 14. PROVIDE ACCESSIBLE WEATHERPROOF DISCONNECT SWITCH FOR ALL ZL 10"STD.PIPE ILLUMINATED SIGN ELEMENTS 15. ALL CABINETS TO BE BUILT TO UL 48 STANDARDS 16. ALL ELECTRICAL COMPONENTS AND WIRING TO CONFORM TO NEC 600 G STANDARDS 25'-0"± OTHER NOTES 17. SEE ART DRAWINGS FOR SIGN FINISHES,COLORS,AND LIGHTING SPECS. 18. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PRIMED AND PAINTED Digitally signed by Cad Meyers DN:C=US, E=cmeyers@yesco.com, Carl Meyers OU=SCO,E ering, HSS ROUND CN=Cad Meyers F 18' 1Y2"± 10.750"x 0.365" Date:2020.o60a 080611-06'00' (PIPE, 10 STD.) PW��� E ROOT OPENING REQ'D WELD SIZE 0-%6" 1 316" Y6"-%" 1 A" � 51 65 %8"-Y116" 15/,s" �F rSTER�� I I SS�O N Ak- %s'WALL,SOCKET 08/04/2020 FRAMING,AS READ. BARNEY WILLIAMS Drawnby......................................................... D GRADE GRADE 3/16 1.5" Checked by..............................................C.M. VERT. ....... 3/16 1.5' III II III li illl III III I ' ° III III III III —III aI 1- 1 ! I ! i !- ` IIIII ❑III- PPE GUIDES, HALTERMANS III I;IIIIIII a - ❑ ❑ WHERE HERE USE TEEL P PED RV PARK .d n a 3 —III ° ° a III—III °" ELECTRICAL — COLUMN 16520 SMOKEY POINT BLVD. C III- IIIIII ao III III TO SUIT — TVP ARLINGTON,WA II ° < T-6" n /16 OR Engineer....................CARL MYERS `❑ _ UNDISTURBED ---------\—\ -------E—X I-ST-ING 3v Account Exec.............MARINA HANSEN NATIVE SOIL Designer....................MATTALSAGERa FRAMING CABINET �a e: 8-3-20 2500 PSI _ p e - CONCRETE B ° FOOTING i 2 (SEE TABLE) 4 PLUS I Project No. I I s I 5'-0" L 3"MIN. 5'0" i ROOT OPENING = O PY-30877 L---------------------J A END VIEW i FRONT ELEVATION POLE POCKET 2 SCALE: 1/4" = 1'-0" i SCALE: 1/4" = 1'-0" A NOT TO SCALE S- 1 NOTICE TO PERMITEE AND/OR OWNER Cl PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑ APPROVED PERMIT#. ✓� I AM[jM� DATE: rL� n� JOB ADDRESS: l(PO O 1\AO vl 1v LOT#: PROJECT: AV\ TYPE OF INSPECTION: �b�lV�q `�LS�Qfil!)✓1 OTHER: J—ter ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 � 2 TE 0 PLANNING 0 CIVIL 0 BUILDING CITY OF ARLINGTON nc V NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL O CORRECTIONS REQUIRED ❑ DO NOT OCCUPY PrAPPROVED PERMIT 02) J� AM PM DATE: q- I u 2 1 JOB ADDRESS: ( c: I , t✓ LOT#: PROJECT: '1_1 TYPE OF INSPECTION: 1 0i C OTHER: • 10 ( _ 1 fy1Q .�1.11 / f ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR ATE O PLANNING 0 CIVIL -i iiun.DiNG, CITY OF ARLINGTON '�<ING f CITY OF ARLINGTON 0 18204 59th Avenue NE, Arlington, WA 98223 INSPECTIONS: 360-403-3417- Permit Center: 360-403-3551 BUILDING PERMIT 16520 Smokey Point Blvd Permit#:3374 Permit Expiration Datc: 02/07/2021 Parcel#: 31052900101300 Valuation: 15000.00 OWNER APPLICANT CONTRACTOR COX VICTOR E JR Yesco Yesco PURSEL KAREN I PO BOX 3038 416 E 41st Street 416 E 41st ARLINGTON,WA 98223 Boise,ID 83714 Boise, ID 83714 208-908-8847 208-908-8847 i.IC YESCOL*873MT EXP:07/3 U2021 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LiC #: EXP: LIC #: EXP: JOB DESCRIPTION PERMIT TYPE: Sign CODE YEAR: 2015 STORIES: CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of, any violation of this Code or any other ordinance or order of the City, of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State. To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City, or of any state or federal law, or of any order, proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect, inaccurate or incomplete information,or in violation of any City ordinance,regulation or order,state or federal law, or any order, proclamation, guidance or decision of the Governor. 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 RC'W 18.27. THIS APPLICATION iS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND AI,L 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 iiAS BEEN GRANTED. iBCI 10/IRCI 10. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. Sig aturc Print Name Dat Released By (Date / CONDITIONS Based on 208 linear feet of fi•ontagc on I-5, the sign is allowed up to 156 sq It, and is lower than 45' feet allowed for signs fronting 1-5. Adhere to approved plans. Attachment fasteners must be verified at time of Installation. Call for final inspection. -% CITY OF ARLINGTON R � ' 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT 16520 Smokey Point Blvd Permit#: 3374 Permit Expiration Date: 02/07/2021 Parcel#: 31052900101300 Valuation: 15000.00 OWNER APPLICANT CONTRACTOR COX VICTOR E JR Yesco Yesco PURSEL KAREN I PO BOX 3038 416 E 41st Street 416 E 41st ARLINGTON,WA 98223 Boise,ID 83714 Boise,ID 83714 208-908-8847 208-908-8847 LIC:YESCOL*873MT EXP:07/31/2021 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Sign CODE YEAR: 2015 STORIES: CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: •. PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City, of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State. To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order, proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect, inaccurate or incomplete information,or in violation of any City ordinance,regulation or order,state or federal law,or any order,proclamation,guidance or decision of the Governor. 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. IBC l l0/IRC 110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. Signature Print Name Date Released By Date CONDITIONS Based on 208 linear feet of frontage on 1-5, the sign is allowed up to 156 sq ft, and is lower than 45' feet allowed for signs fronting 1-5.Adhere to approved plans. Attachment fasteners must be verified at time of installation. Call for final inspection. THIS PERMIT AUTHORIZES 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 08/18/2020 Processing/Technology Fee $25.00 08/18/2020 Signs $375.94 Total Due: $400.94 Total Payment: $0.00 Balance Due: $400.94 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon Title Page 1 Structural Engineering Calculations for: OPY-30877 Haltrmans RV Park 16520 Smokey Point Blvd. Arlington, WA 25'-0" +/-oah Pole Sign Index Title ....................................... 1 Basis for Design ....................................... 2 Wind Loads ....................................... 3 Sign Column Design ....................................... 4 Footing Design ....................................... 5 Drawing ....................................... S-1 MeyC ai gnetl by Carl DN:C=ers@yexo.com, Carl Meyers.west., -Engln—g, D-2020.08Z PPtio VAAS14 � Q N Prepared by: Barney Williams s'o 51265 Reviewed by: Carl Meyers �.0 OIST 08/04/2020 YESCOA • 1605 South Gramercy Road Salt Lake City, UT 84104 Phone: 801.487.8481 www.yesco.com Basis Page 2 BASIS FOR DESIGN Project: Haltrmans RV Park Descript: 25'-0"+/-oah Pole Sign BUILDING CODE: 2015 EDITION OF THE INTERNATIONAL BUILDING CODE. LIVE/SNOW LOADS: NA GRAVITY/DEAD LOADS: STEEL FRAME SIGN CABINETS= 15 PSF LATERAL LOAD PARAMETERS: RISK CATEGORY= II WIND: WIND SPEED,V Uit= 110 MPH,3-SECOND GUST WIND EXPOSURE= C SEISMIC: <WIND,WIND GOVERNS STEEL: PLATES(PL)AND SHAPES: ASTM A36, Fy=36 ksi PIPE STEEL: ASTM A500-GRADE B or API 5L-GRADE X42, Fy=42 KSI TUBE STEEL(HSS): ASTM A500,GRADE B, Fy=46 ksi WELDING: LOW HYDROGEN, E70 SERIES RODS FABRICATION AND ERECTION TO COMPLY WITH LATEST AISC SPECIFICATIONS. FOUNDATIONS: SOIL PARAMETERS: ALLOWABLE PASSIVE LATERAL PRESSURE= 100 PSF/FT. FOUNDATION POURED AGAINST NATURAL GRADE OR COMPACTED ENGINEERED FILL. CONCRETE: MINIMUM 28 DAY STRENGTH,f'c=2500 PSI Column Page 3 WIND LOAD CALCULATIONS USED FOR SIGN COLUMN DESIGN Project: Haltrmans RV Park Descript: 25'-0" +/-oah Pole Sign Ref: ASCE 7, Chapter 29 Wind Speed,V„it: 110 MPH Exposure: C Velocity Pressure Calculation Table: qh = 0.00256KhKZtKdV2 (psf)............. ASCE 7-10 (Eq 29.3-1) Area# qh= 0.00256 Kh K,t Kd V2 1) 24.89 0.00256 0.945 1.0 0.85 12100 2) 23.26 0.00256 0.883 1.0 0.85 12100 Design Wind Load Calculation Table (Case A& B): Quit = W = qhG Cf (psf) >16 psf........ ASCE 7-10(Eq 29.5-2) &Sec 29.8, C29.3.2 Area# W(psf) qh G Cf s/h B/s 1) 37.9 24.89 0.85 1.79 0.275 2.326 2) 35.8 23.26 0.85 1.81 1.000 0.055 Design Wind Load Calculation Table(Case Q Q.1t = W = qhG Cf (psf) >16 psf......... ASCE 7-10(Eq 29.5-2) &Sec 29.8, C29.3.2 Sign Cabinet Depth, L, W - W - W - W3sto10s= O to Ws 2s— 2sto3s— Area# (ft) Cf,o to S Cf,s to 2s Cf,2s to 3s Cf,ss to 10s (Psf) (psf) (Psf) (psf) 1) 2.25 2.11 1.40 1.03 44.72 29.61 21.75 Column Page 4 SIGN COLUMN DESIGN Project: Haltrmans RV Park Descript: 25'-0" +/-oah Pole Sign Ref: ASCE 7, Chapter 29; AISC Steel Construction Manual, ASD Design Wind Speed,V„It: 110 MPH Exposure: C Consider Case B: Yes Case C: Yes Areas Subject to Wind Forces Case B Ecc. Factor: 0.10 Height(s) Width (8) Area Centroid Top (h) 0.6 W(Wind) Sign Cabinet Description (ft) (ft) (sqft) (ft) (ft) (psf) Weight(psf) 1) Sign Cabinet 6.88 16.00 110.08 21.56 25.00 22.72 15 2) Column 18.12 1.00 18.12 9.06 18.12 21.47 Calculation of Design Forces at Critical Heights Calc.of Eccentric Dead&Wind Load Moments/Torsion Governing Load Combination (ASD): D+0.6W Sign Area Pp(kips) e' (ft) MD(kip ft) .6TW(kip ft) y(ft) M,6W+Mp(k-ft) M,6W+Mp(k-in) V,6W(kips) 1) 1.651 0.001 0.0 4.004 @ grade 57.45 689.4 2.890 2) 0.039 25.00 Sign Column Design Table Pipes(P), Fy=42 ksi Square (HSS), Fy=46 ksi Column #of Column Column Length Spacing Start End Sleeve Capacity Stage Columns Type Size C to C Elev Elev Depth Check (P, HSS) (ft) (ft) (ft) (ft) (in) 1st 1 P 10.8x.365 32.25 -7.25 25.000 N/A OK M r M„ID V r V„ID Tr T„ID PR P„/0 Combined Forces With P-d AISC 360. (kip ft) (kip ft) (kips) (kips) (kip ft) (kip ft) (kips) (kips) H1-1or H3-6 1st 58.023 77.131 2.890 83.76 4.0 72.67 2.664 62.9 0.77 Pier-Caisson Page 5 LATERAL BEARING PIER AND CAISSON FOOTING Project: Haltrmans RV Park Descript: 25'-0" +/-oah Pole Sign # Footings= 1 Moment/Footing, M= 58,023 lb-ft Pass lat soil res, q = 100 psf Shear/Footing, P=V= 2,890 lb Composite Centroid, h= 20.08 ft Unconstrained Rectangular Pier Length, L= 5.0 ft, parallel to sign face Width, W= 5.0 ft, perpendicular to sign face Depth,first iteration, D = 7.50 ft Depth, D=0.5A{1+[1+(4.36h/A)]1/2,= 7.50 ft, (Equation 18-1) Actual Depth, Dacwai= 7.50 ft S1=(2)(q)(D/3)= 500 psf, (Section 1806.3.4) b=(WZ+Lz)1/z= 7.07 ft A=2.34P/(S1b)= 1.91 Permit#: 3374 Permit Date: 08/11/20 Permit Type: SIGN INSTALLATION Project Name: Halterman RV Applicant Name: Yesco Applicant Address: 416 E 41 st Street Applicant, City, State, Zip: Boise, ID 83714 Contact: David Kimmel Phone: 208-908-8847 Email: dkimmel@yesco.com Scope of Work: New pole sign Valuation: 15000.00 Square Feet: 108 Number of Stories: 0 Construction Type: Occupancy Group: ID Code: CIC Permit Issued: 08/18/2020 Permit Expires: 02/07/2021 Form Permit Type: Status: LASERFICHE Assigned To: Kristin Foster Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 31052900101300 16520 SMOKEY POINT COX VICTOR E JR 551 Motor Vehicles BLVD NE Contractors Contractor Primary Contact Phone Address Contractor Type License License# Yesco David Kimmel 208-908-8847 416 E 41 st CONSTRUCTION Labor and YESCOL*873MT CONTRACTOR Industries Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 09/18/2020 S00.SIGN FINAL 09/18/2020 09/18/2020 BUILDING Approved Plan Reviews Date Review Type Description Assigned To Review Status 08/11/2020 SIGN INSTALLATION BUILDING based on 208 linear feet of frontage on I-5,sign is allowed 08/11/2020 SIGN INSTALLATION up to 156 sq ft,and is lower than 45'feet allowed for signs Josh Grandlienard fronting I-5 08/11/2020 SIGN INSTALLATION Nova Heaton Fees Fee Description Notes Amount Processing/Technology $25.00 Signs Valuation Permit Fee Only $375.94 Credit Card Service $12.03 Total $412.97 Attached Letters Date Letter Description 08/18/2020 Building Permit 08/11/2020 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 08/18/2020 David Kimmel 81825342 $400.94 08/18/2020 81825342 Raelynn Jones $12.03 Outstanding Balance $0.00 Notes Date Note Created By: 08/11/2020 Contractor needs out of city license prior to issuance.Emailed the link to the application. Kristin Foster Uploaded Files Date File Name 09/23/2021 9752965-3374 IC 9.18.2020 Final.pdf 09/23/2021 9752966-3374 IC 8.27.2020 Footin9:pdf 08/26/2020 7244048-3374 Issued Permit.pdf 08/11/2020 7154464-3374 Footing Plans.pdf 08/11/2020 7154465-3374 Application.pdf 08/11/2020 7154463-3374 Submittal Docs.pdf Date: 03/30/2026 Permit#: 3374 Permit Date: 08/11/2020 Review Date: 08/11/2020 Permit Type: SIGN INSTALLATION Review Type: SIGN INSTALLATION Target Date: 08/18/2020 Scheduled 00:00 Time: Completed 08/11/2020 Date: Description: based on 208 linear feet of frontage on I-5, sign is allowed up to 156 sq ft, and is lower than 45' feet allowed for signs fronting I-5 Review Status: Assigned To: Josh Grandlienard Time In: 00:00 Time Out: 00:00 Hours: 0.0 Notes 08/11/2020 based on 208 linear feet of frontage on 1-5, sign is allowed up to 156 sq ft, and is lower than 45' feet allowed for signs fronting I-5 Property Information Parcel#: 31052900101300 COX VICTOR E JR COX VICTOR E JR PURSEL KAREN I PO BOX 3038 16520 SMOKEY POINT BLVD NE ARLINGTON, WA 98223 Zoning: 551 Motor VehiclesLot: Block: