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HomeMy WebLinkAbout18308 35th Ave NE_BLD1133_2026 CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT Address: 18308 Smokey Point Blvd Permit#:1133 Parcel#:00472500000600 Valuation:85000.00 OWNER APPLICANT CONTRACTOR Name:STILLAGUAMISH CENTER INC Name:2812 Architecture Name:GAFFNEY CONSTRUCTION Address: 18308 SMOKEY POINT BLVD Address:2812 Colby Avenue Address:8105 Broadway Avenue City,State Zip:ARLINGTON,WA 98223 City,State Zip:Everett,WA 98201 City,State Zip:EVERETT,WA 98208 Phone: Phone:425-252-2153 Phone:425-355-5500 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial Alteration CODE YEAR: 2015 STORIES: CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: 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. IBC 1 l0/IRC i 10. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the Ci f rlington ust be reported n your sales tax return tm a code -of r ington#3101. Signature Vrin Name Date Release y tc CONDITIONS Revision to storage addition; 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 11/7/2016 Building Permit Fee $1,237.19 11/7/2016 Building Permit Fee $522.76 11/7/2016 Building Plan Review Fee $339.79 11/7/2016 Building Plan Review Fee $804.17 11/7/2016 State Building Code Surcharge Fee $4.50 11/7/2016 State Building Code Surcharge Fee $4.50 Total Due: $2,912.91 Total Payment: $2,045.86 Balance Due: $867.05 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 peepnt' //-,5�Z. 7':�' Af- Permit Information Date 8/29/2016 Permit Number 1133 Project Name Community Resource Center Applicant Name 2812 Architecture Applicant Address 2812 Colby Avenue City, State,Zip Everett,WA 98201 Contact Jesse Wolfe Phone 425-252-2153 Email jesse@2812architecture.com Permit Type Commercial Alteration Site Address 18308 Smokey Point Blvd Valuation 85000.00 Status Issued Permit Issued 9/7/2016 Permit Expires 3/7/2017 Square Feet 2550 Type of Construction/Occupancy Load Number of Stories 0 Proposed Use T.I.in 2550 square foot space and an addition of 252 square foot storage area Assigned To Kristin Foster Property Information Owner Information Parcel#:00472500000600 STILLAGUAMISH CENTER INC STILLAGUAMISH CENTER INC 18308 SMOKEY POINT BLVD 18308 35TH AVE NE ARLINGTON,WA 98223 Contractors Contractor Name Primary Phone Email Contractor License License# Contact Type GAFFNEY 425-355- info@gaffneyconstruction.comCONTRACTOR I-abor& GAFFNCI104K3 CONSTRUCTION 5500 Industries Inspection Date Type Description Scheduled Date I Time Completed Date Assi ned To I Status 10/11/2016 Commericial PNpproved Review Date Type Description Target Completed Assigned Status Date Date To /29/201 ommercial Pee red-lined drawings. Deferred 15/2016 /6/2016 lKevin pproved with .I. ermits,plumbing,mechanical,fire alarm,fire extinguishing lander onditions stem. r r 8/29/2016 Commercial No comments,LT 9/5/2016 /30/2016 PW Admin omplete T.I. Rev /29/201 Commercial no comments for this review.Gus /5/2016 8/31/2016 PW-Wat omplete T.I. Rev IC Fees Fee Descri tion Notes Amount Building Permit Fee 322.10.00.0 $1,237.1 Building Plan Review Fee 345.83.00.00 $804.1 State Building Code Surcharge Fee 386.00.01.001 $4.50 Total $2.045.8 Payments Date Paid By Amount I Description 1 Payment Type I Accepted B 9/16/2016 [Boys and Girls Club of Snohomish County $2,045.861 ICheck#55221 jKristin Foster Total $2.045.80 Amount Outstanding:($0.00 Notes Date Note 10/31/2016 Revision to addition has a valuation of 24,000 per Adam Clark.KF 10/31/2016 Received plans for revision to addition.KF Uploaded Files Upload File Date File Uploaded B 9/16/2016 12:43:13 PM 1133 Issued Permit.pdf Foster.Kristin 8/29/2016 3:12:22 PM 1133 Plans Part2.pdf (Foster,Kristin 8/29/2016 3:12:22 PM 1133 Pla_n_s__Part3 pdf (Foster,Kristin 8/29/2016 2:03:06 PM 1133 Application Of [Foster,Kristin 8/29/2016 2:03:06 PM 1133 Structural Calcs.pdf Foster,Kristin If CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 � = PHONE; (360) 403-3551 BUILDING PERMIT Address: 18308 Smokey Point Blvd Permit#:1133 Parcel#:00472500000600 Valuation:85000-00 OWNER APPLICANT CONTRACTOR Name:STILLAGUAMISH CENTER INC Name:2812 Architecture Name:GAFFNEY CONSTRUCTION Address: 18308 SMOKEY POINT BLVD Address:2812 Colby Avenue Address:8105 Broadway Avenue City,State Zip:ARLINGTON,WA 98223 City,State Zip:Everett,WA 98201 City,State Zip:EVERETT,WA 98208 Phone: Phone:425-252-2153 Phone:425-355-5500 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial Alteration CODE YEAR: 2015 STORIES: CONST.TYPE: DWELLING UNITS: 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 1S 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. IBC1 10ARCI 10. SYt�i' AX :Sales tax to construction and construction ma vials'n the City of Arlington must be reported on your sales tax return form an cod I City f Arli �ItL (q)IAV q Sigtature Print Name Da Released By ate CONDITIONS See red-lined drawings. Adhere to approved plans. THIS PERMIT AUTHORIZE 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 9/7/2016 Building Permit Fee $1,237.19 9/7/2016 Building Plan Review Fee $804.17 9/7/2016 State Building Code Surcharge Fee $4.50 Total Due: $2,045.86 Total Payment: $0.00 Balance Due: $2,045.86 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 ti r. Permit Information Date 8/29/2016 Permit Number 1133 Project Name Community Resource Center Applicant Name 2812 Architecture Applicant Address 2812 Colby Avenue City, State,Zip Everett,WA 98201 Contact Jesse Wolfe Phone 425-252-2153 Email jesse@2812architecture.com Permit Type Commercial Alteration Site Address 18308 Smokey Point Blvd Valuation 85000.00 Status Applied Permit Issued Permit Expires Square Feet 2550 Type of Construction/Occupancy Load Number of Stories 0 Proposed Use T.I.in 2550 square foot space and an addition of 252 square foot storage area Assigned To Kristin Foster Property Information Owner Information Parcel#:00472500000600 STILLAGUAMISH CENTER INC STILLAGUAMISH CENTER INC 18308 SMOKEY POINT BLVD 18308 35TH AVE NE ARLINGTON,WA 98223 Contractors Contractor Name Primary Phone Email Contractor License License# Contact Type GAFFNEY 425-355- Labor& CONSTRUCTION 15500 info@gaffneyconstruction.co CONTRACTOR (Industries 3AFFNCI104K3 Review Date Type Description Target Date Completed Date Assi ned To Status 8/29/2016 Commercial T.I. 9/5/2016 lKevin Olander lln Review 13/29/2016 Commercial T.I 9/5/2016 IPW Admin Rev lin Review 3/29/2016 Commercial T.I '9/5/2016 PIN-Wat-Rev lin Review Uploaded Files [ Upload File 1 Date I File IUploaded B 8/29/2016 2:03:06 PM 11133 Applicafion.pdf lFoster, Kristin 8/29/2016 2:03:06 PM 11133 Structural Calcs. df IFoster. Kristin COMMERCIAL REMODEL PERMIT APPLICATION Department of Community& Economic Development City of Arlington • 18204 591h Ave NE •Arlington,WA 98223• Phone(360)403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY THREE(3) SETS OF CONSTRUCTION PLANS, TWO(2) SETS OF STRUCTURAL CALCULATIONS, ONE(1) SET OF NREC ENERGY CODE APPLICATIONS AND ONE(1) OCCUPANTS STATEMENT OF INTENDED USE. Type of Permit: Change of Use/Remodel Commercial Addition enant Improvement Project Address: 18308 Smokey Point Boulevard Parcel ID#: 00472500000600 Project Description: T.I. in existing 2,550 sf space, new 252 storage addition. Legal Description: See Plan Project Valuation: $85,000 Owner: Phone Number: Address: City: State: Zip Code: Contact Person:2812 Architecture-Jesse Wolfe Phone Number: (425)252-2153 Cell Phone: Fax: E-mail: Jesse@2812architecture.com Address: 2812 Colby Ave. City: Everett State: WA Zip Code: 98201 Contractor: Gaffney Construction Phone Number: (425)355-5500 Address: 8105 Broadway Ave. City: Everett State: WA Zip Code: 98203 Contractor's License Number: GAFFNC1104K3 Expiration: 3131117 Plumbing Contractor:TBD Phone Number: Address: City: State: Zip Code: Contractor's License Number: Expiration: Mechanical Contractor: TBD Phone Number.- Address: City: State: Zip Code: Contractor's License Number: Expiration: 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 regulation of the State of Washington. Applicants Signature G(/ Date 6 Print Applicants Name )&SSE FOR STAFF USE ONLY Received 7-A AUG 2 9 2016 Permit# WeptedBy Amount Received Receipt# Date Received i , . .� ,, ,, . r � 'i � � COMMERCIAL REMODEL PERMIT APPLICATION Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 Project Name/Tenant Arlington CRC Site Address 18308 Smokey Point Boulevard Bldg/Unit/Suite IBC Construction Type V-B IBC Occupancy Type B Description of Use Community Resource Center Building Square Footage 2,550 SF Number of Stories Square Footage Per Floor 2,550 sf 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 any of the above checked items: Deferred 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 i I i ' COMMERCIAL REMODEL PERMIT APPLICATION Department of Community& Economic Development City of Arlington • 18204 591h Ave NE •Arlington, WA 98223• Phone(360)403-3551 Building Division: The Building Division shall review any revisions and addenda.Approved copies will be given to the contractor to maintain as part of the approved plan set. The City Inspector will monitor the special inspection functions for compliance with the agreement and the approved plans. The City Inspector shall be responsible for approving various stages of construction to be covered and work to proceed. Design Professionals: The architect and engineer will clearly indicate on the plans and specifications for the specific types of special inspection required, and shall include a schedule for inspection and testing. The architect and engineer will coordinate their revisions and addenda process in such a way as to insure all required City approvals are obtained, prior to work shown on the revisions being performed. Owner: The project owner, or the architect or engineer acting as the owners agent, shall employ the special inspector or agency. ENFORCEMENT: A failure of the special inspector or firm to perform in keeping the requirements of the IBC,the approved plans and this document may void this agreement and the Building Officials approval of the special inspector. In such case a new special inspector and/or firm would need to be proposed for approval.A failure of the design and/or construction parties to perform in accordance with this agreement may result in a STOP WORK notice being posted on the project, until nonconforming items have been resolved. ACKNOWLEDGEMENTS: The building permit does not include any mechanical, electrical, plumbing or fire sprinkler/alarm work.These permits are issued separately. Mechanical, electrical, plumbing, or fire sprinkler/alarm permits require a separate permit application and may also require separate plan review. Please note that any tenant improvement work in a space that involves food handling or preparation requires Snohomish County Health District approval before the permit can be issued.You must provide the Permit Center a copy of the approval letter or the approved plans. Contact the Snohomish County Health District at(425)339-5250 with any questions or for more information. An intake appointment is required for all large Tenant Improvement Building Permit Applications.To determine if your project requires an intake appointment, to schedule an appointment or to ensure that you have the most current information, please contact the City of Arlington Permit Center at(360)403-3551 or by email to permitcenter(5ci.arlinpton.wa.us. I have read and agree to comply with the terms and conditions of this agreement. Owner: Date: Applicant: C' V Date: 8/29/2016 GAFFNEY CONSTRUCTION INC Search L&I Inrl,'s Help lv I X. Safety&Health Owrns& nsur ance 'MMrkplace F:iynts Trades&Licensing AWashington State Department of Labor & Industries GAFFNEY CONSTRUCTION INC Owner or tradesperson 8105 BROADWAY GAFFNEY,JAMES L EVERETT,WA 98203 425-355-5500 Principals SNOHOMISH County GAFFNEY,JAMES L, PRESIDENT Gaffney,Joel C,VICE PRESIDENT GAFFNEY,JANET FAY,SECRETARY GAFFNEY,JAMES L,AGENT WA UBI No. Business type 600 173 764 Corporation License Verify the contractor's active registration/license/certification(depending on trade)and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. GAFFNC1104K3 Effective—expiration 05/23/1990—03/31/2017 Bond Merchants Bonding Co(Mutual) $12,000.00 Bond account no. WA31100 Received by L&I Effective date 08/22/2011 08/18/2011 Expiration date Until Canceled Merchants Bonding Co(Mutual) $12,000.00 Bond account no. WAC46802 Received by L&I Effective date 03/25/2011 03/23/2011 Expiration date Until Canceled Bond history Insurance Continental Insurance Co $1,000,000.00 Policy no. 4013692483 https://secure.ini.wa.gov/verify/Detaii.aspx?UBI=600173764&LIC=GAFFNC1104K3&SAW= 1/2 I 8/29/2016 GAFFNEY CONSTRUCTION INC Received by L&I Effective date 03/29/2016 03/31/2016 Expiration date 03/31/2017 Insurance history Savings ............... No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No 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. 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. 363,020-00 Doing business as JAMES GAFFNEY CONST INC Estimated workers reported Quarter 2 of Year 2016"11 to 20 Workers" L&I account representative T5/THAO NGUYEN(360)902-0276-Email:NGUV235@yni.wa.gov Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 1 010 9/2 01 2 No violations Inspection no. 316456060 Location 4220 132nd St SE Mill Creek,WA 98012 https://secure.1ni.wa.gov/verify/Detail.aspx?UBI=600173764&LIC=GAFFNCI104K3&SAW= 212 e t OFFICE COPY August 19, 2016 QUANTUM C 0 N S 0 L T 1 II G E N G 1 11 E E N S STRUCTURAL CALCULATIONS (Permit Submittal) ARLINGTON COMMUNITY RESOURCE CENTER 18308 Smokey Point Boulevard Arlington, WA Quantum Job Number: 16336.01 K• Rj Prepared for. 2812 ARCHITECTURE 2812 Colby Avenue v Everett, Washington 98201 .g, 28963„ SIONAL B� Prepared by. QUANTUM CONSULTING ENGINEERS 1511 Third Avenue, Suite 323 Seattle, WA 98101 TEL 206.957.3900 FAX 206.957.3901 Received AUG 29 MG ND 1133 � i ` j � 3 } Design Criteria Arlington Community Resource Center Codes 2015 International Building Code ASCE 7-10 Seismic Analysis Wind Analysis Ss: 1.08 Occupancy Category: II Vas: 110 mph S,. 0.42 Seismic Soil Site Class: D Risk Category: II Sds. 0.77 Seismic Design Category: D Exposure Category: B Sd1: 0.44 kzt: 1.00 Ie: 1.00 Seismic Coefficient: 0.118 W R: 6.5 Light-framed walls sheathed with wood structural panels Design Loads Live Loads Snow: 25 psf `Minimum Snow Load Roof Load: 20 psf Dead Loads Exterior Wall Framing Roof Loads Exterior Siding/Finish 4.0 psf Roofing 4.0 psf 1/2"CDX Plywood 1.8 psf 5/8"CDX Plywood 2.3 psf Studs @ 16"o.c. 1.4 psf Roof Trusses @ 24"oc 2.2 psf Insulation 1.0 psf Rigid Insulation 1.0 psf 1/2"GWB 2.3 psf Mech./Elec. 0.8 psf Mech./Elec. 0.5 psf 5/8"GWB 2.9 psf Misc. 1.0 psf Misc. 1.8 psf Total: 12.0 psf Total: 15.0 psf Deflection Criteria Roof Walls_ LI120 "flexible finishes Floor Live Load: LI240 L1240 *brittle finish Live Load: L1360 Total Load: U180 L1240 `supporting glass Total Load: U240 • Quantum Consulting Engineers LLC Pg.No: DC 1 1511 Third Avenue,Suite 323 Date: 8/19M6 Seattle,WA 98101 Job No.: 16336.01 i QUANTUM I CONSUL \ING ENGINEERS 1511 Third Avenue, Suite 323 T.206.957.3900 Seattle,VVA 98101 F.206.957.3901 Project Arlington Community Rescource Center Job# 16336.01 Page Seis 1 Client 2812 Arch By MW Date 08/19/16 Subject Checked Date Seismic Base Shear for the Equivalent Lateral Force Procedure Per IBC 2012&ASCE 7-10 Structure: Community Resource Center Addition Address: Latitude: 48.1633 Longitude: -122.1845 Structure Classification Risk Category: 11 -1 per IBC Table 1604.5 Buildings and other structures except those listed in Risk Risk Category Description: Categories I,III,and IV. Seismic Design Category(SDC): D per ASCE Section 11.6 IF: 1.00 per ASCE Table 1.5-2 Seismic Force-Resisting System: Light-Framed Walls Sheathed with Woad Structural Sheathing R. 6 112 per ASCE?Table 12.2-1 hn(ft): 10.00 height above the base to the highest level of the structure Regular Structure of 5 Stories or Less: Yes Site Ground Motion The design values provided by the U.S.Seismic Design Maps tool are the lesser of probabilistic and deterministic ground motion values.The probabilistic values are risk-targeted rather than uniform-hazard ground motions;and both the probabilistic and deterministic values are defined in �I rr1lQtItMSGrdSS�lY/MOOiUrlrrLlP9fu57ll�CnIW1r.I�il terms of maximum-direction rather than geometric-mean,horizontal spectral acceleration. Ss(g-sec): 1.08 Ss(max)=1.5 Sr(g-sec): 0.42 Site Class: D per geotechnical report or building official Site Class Description:Stiff Soil Profile per ASCE Table 20.3-1 Fa: 1.07 Fv: 1.58 per IBC Section 1613.5.3 SMs(g-sec): 1.15 =Fe*Ss SMt(g-sec): 0.66 =Fv*S, per IBC Section 1613.5.3 SIDS(g-sec): 0.77 =21s*SMs SD1(g-sec): 0.44 =2/3*SM1 per IBC Section 1613.5.4 SDC: D SDC: D per IBC Section 1613.5.6 Fundamental Period per ASCE 12.8.2 Period Method: Approximate Fundamental Period Approximate Fundamental Period per ASCE 12.8.2.1 Structure Type: All Other Structural Systems I CI: 0.02 x: 0.75 per ASCE Table 12.8-2 T.(sec): 0.11 =CI*hnx;per ASCE Eq.12.8-7 Alternate Approximate Fundamental Period per ASCE 12.8.2.1 T.(sec): 0.00 per Alternate Methods for MF's&Masonry/Concrete SW's in ASCE 12.8.2.1 Tnse(sec): 0.11 TL(sec): 6.00 Long-period Transition Period per ASCE Figures 22-12 through 22-16(pages 224-227) T<=TL Equivalent Lateral Force Procedure Design Base Shear per ASCE 12.8 Cs: 0.12 =SIDS I(R/IE);per ASCE Eq.12.8-2 Cs_max: 0.60516216 =SDj I(Ta*R/IE);for T<=TL per ASCE Eq.12.8-3 Cs-max 32.28 =SDr*TL I(Ta2*R/IE);for T>TL per ASCE Eq.12.8-4 Cs-min 0.03 per ASCE Eq.12.8-5 Ca-min: =0.5Si I(R/IE);for S,_>0.6g per ASCE Eq.12.8-6 Ca.uae: 0.118 V: 0.118 W =Cs-u5e*W;per ASCE Eq.12.8-1 Page 1 of 1 WorksheeC Seismic Base Sheaf Created By:AIS File:M:\2812 Arch itecture\16336.01 Arlington Community Resource Center\Calculations\Lateral\IBC 2012 Seismic-1(Recovered)xk Checked By:QCE Q U A N T U M I C 0 w SULTI N G ENGINEERS 1511 Third Avenue, Suite 323 T. 206.957.3900 Seattle, WA 98101 F. 206.957.3901 Project Arlington Community Rescource Center Job# 16336.01 Page of Client 2812 Arch By MW Date 08/19/16 Subject Checked Date Vertical Distribution of Seismic Forces for the Equivalent Lateral Force Procedure Per IBC 2012 &ASCE 7-10 Structure: Community Resource Center Addition Structure Classification Risk Category: II per IBC Table 1604.5 Risk Category Description: Buildings and other structures except those listed in Risk Categories I,III,and IV. IE: 1.00 per ASCE Table 1.5-2 SDS(g-sec): 0.77 per IBC Section 1613.3.3 Period(Sec): 0.11 per ASCE Section 12.8.2.1 k: 1.00 per ASCE 12.8.3 V(k): 1.21 per ASCE Section 12.8.1 Vertical Distribution of Seismic Forces per ASCE Section 12.8.3 Fx= C�xV;ASCE Eq 12.8-11 C.= (wxhxk)/(--wihik);ASCE Eq 12.8-12 Level hx(ft) wx(k) wx"h,k C, Fx(k) Vx(k) OTM(ft-k) Roof 12.00 10.26 123.12 1,0000 1.21 1.21 14.57 Totals: 10.26 123.12 Vertical Distribution of Seismic Diaphragm Forces per ASCE Section 12.10.1.1 Fpx= (EFi/EWi)"wpx;ASCE Eq 12.10-1 Fpx-max= 0.4'SDS`IE'wpx;per ASCE 12.10.1.1 Fpx-min= 0.2"SDs*IE'"wpx;per ASCE 12.10.1.1 Level w x(k) Ew;(k) Fx(k) EFi(k) I F x(k) Notes Roof 10.26 10.26 1.21 1.21 1.58 =Fp-min Page 1 of 1 Worksheet:Seismic Vert Dist Created By:A)S File:M:\2612 Architecture\16336,01 Arlington Community Resource Center\Calculations\Lateral\IBC 2012 Seismic-1(Recovered).xls Checked By:QCF Wind Loads - Main Wind Force Resisting System Arlington Community Resource Center ASCE 7-10 Chapter 27- Enclosed Simple Diaphragm Environmental Criteria &Site Characteristics Risk Category: II Table 1.5-1 Basic Wind Speed: 110 Figure 26.5.1 Exposure Category: B Section 26.7.3 Hurricane Prone: No Wind Load Parameters Wind Topographic Factor, KZI: u wind of crest Pos. Direction of Wind downwind of crest x x Lh Iz H/2 H ' H/2 - Terrain Type: Flat Terrain Lh: 0 ft Dist.Upwind of Crest to Half Ht of Hill or Escarp. Direction: Downwind of Crest H: Oft Ht.of Hill or Excarp.Relative to the upwind terrain X: 0 ft Dist.(Upwind or Downwind)from the crest to the building site KZt: 1.00 Equation 26.8-1 Z: 10.0 ft Ht above Local Ground Level KZt: 1.00 h: 10.0 ft Mean Ht above Local Ground Level If Values do not equal 1.00 apply to wind load manually s LIB Factor.' cu"�e.uai.R Building Type: Class 1 ,,,�f, Length "L": 12.0 ft *Shorter Direction Width "B": 21.0 ft *Longer Direction L/B: 1.75 r�M . ... ...... LI-A- N-Nefh—ma}'h.Om,phla--I or hq, Quantum Consulting Engineers LLC Pg. No: MW-1 1511 Third Avenue, Suite 323 Date: 8/19/16 Seattle, WA 98101 Job No.: 16336.01 Wind Loads - Main Force Resisting System Arlington Community Resource Center ASCE 7-10 Chapter 27- Enclosed Simple Diaphragm Building Characteristics Sce Fig 27.6.2 rur p rapo wind Ro"rP%-n— pressums See Fable 27,E_2 Length "L": 12.0 ft Width "B": 21.0 ft Mean roar In Wall Height: loft P" Roof Area: 252 sf r Wall Prerswes Wind� H V: 110 See Table 27 6-1 Exposure: B Plan Wall: Ph: 15.05 PSF Po: 15.05 PSF PP: 33.9 PSF (Parapet) *Values from ASCE table 27.6-1 *All Values Ultimate(multiply x0.6 for ASD) Roof. Slope: 4.00:12 Mean Roof HT: 14.0 ft Zone Pressure (PSF) et oe K� Load Case 1 2 3 4 5 1 -13.1 -10.5 -16.2 -14.4 -11.8 .. 2 4.5 -4.7 0.0 0.0 0.0 7 aab1�>z�r *Values from ASCE table 27.6-2 ril f> *All Values Ultimate (multiply x0.6 for ASD) Roof Overhang(PSF) O ' P11n: -12.14 '(.� irP Izmir P.ledge pn-ae rr.W leble Zane I a 3 u appli.W. P'aPr i t Wiad 1)iredion 02 p...-0.75 a Pia Pi as appllea k, P•'• a applied..an Wkiaul upward boding (positive pn:eeure)r.rooFoeg.uve edge wew e_r preasum eh.wn / .M LiviQuantum Consulting Engineers LLC Pg. No: MW-2 1511 Third Avenue, Suite 323 Date: 8/19/16 Seattle,WA 98101 Job No.: 16336.01 - I � I I Q U A N T U M I C u N S U L T I N G E N G I N E E R S 1511 Third Avenue, Suite 323 T. 206.957.3900 Seattle, WA 98101 F. 206.957.3901 Project Arlington Community Resource Center Addition Job# 16336.01 Page Client 2812 ARCH By MW Date 08/19/16 Subject Checked Date Lateral Load Summary Structure: Wood Framing and Wood Shear Walls Loads: Wind: l N-S Direction: Wind Pressure: 20 psf Roof trib area: 126 ft^2 h F(Roof): 2.5 K Base Shear: 2.5 K ULT E-W Direction: Wind Pressure: 20 psf Roof trib area: 96 ft^2 e F(Roof): 1.9 K 3: h Base Shear: 1.9 K ULT Seismic: F(Roof): 1.2 K Base Shear: 1.2 K ULT Shear Walls Summary: E-W Direction: Wind Seismic Shear Roof Level V(K) V(K) Wall L(ft) HT(ft) PLF Grid A 1.92 1.20 21.00 10.00 91 SW-6 SW OK BY INSPECTION Torsion Induced Shear: Center of Mass: 6 ft Center of Rigidity: 0.25 ft Accidental Torsion: 0.60 ft Torsion Induce Moment: 7.6 k-ft Moment Arm: 21 ft N-S Direction: Wind Seismic Induced Shear Roof Level V(K) V(K) Shear K Wall L ft H7 ft PLF Grid 1 1.26 0.60 0.36 12.00 10.00 105 SW-6 SW OK BY INSPECTION Grid 2 1.26 0.60 0.36 12.00 10.00 105 SW-6 SW OK BY INSPECTION Roof Diaphragm L/W=1.75:1 THEREFORE THREE-SIDED ROOF OKAY per NDS 4.2.5.1.1 i FI`010E COPY Job. No. 16c-3702 August, 29t" 2016 City of Arlington Planning 18204 59t" Ave. NE Arlington, WA 98223 The Center supports all individuals in need of assistance, but has two main services available to survivors of the Highway 530 Slide and the overall community: • A Family Support Counselor who is working in the field supporting families and individuals who are struggling with the grieving process and helping them find out what their new normal will be, by providing family support counseling and facilitating support groups. • The ACRC is continuing to provide a Community Support Specialist who supports the long term unemployed individuals who lost their jobs due to the Highway 530 Slide, and assists others with employment issues in finding employment. The Center is couched in the Family Support movement of combining knowledge of family systems, culturally appropriate services, community building and resource assistance in communities focusing on preventing crisis' and promoting healthy functioning individuals, families and communities. Sincerely, C Jesse Wolfe 2812 architecture Received AUG 2 9 2016 2812 Colby Avenue Everett WA 98201 P (425)252-2153 Pg 1 of 1 www.2812architecture.com yqoi � { � - cz . � N \ � o II nOki Jip Z d 10 � .SJ ,, cv -- •ems G V� ti I W Beams/JoisI5 Analysis and Design wwpo,org ,"I) How It' Urdu Pro Develomid by Forma Fnqmeer s Enter 00,1 a Print Vois!t1) Setup Beam or Girder Joist o I r.Rafter .I I. Member# A I Member at Location: Main Floor ,L Repetitive Use?F Nominal Size : 6 x 12 Incised for PT? N. Yes Species= Douglas Fir-Larch Flat Use: No wrs Grade= No 2 Molstu Content: 3 ft 0 in Span(L)= A� re Tributary Width(B)= 1 ft 4 in Temperature I*F): 100 _111f)_ Unsupported Length(1u)= I ft 0 In Set Duration Factors with Cantilever Set Deflection Limits %0 with Point Load(s) P"al Laws to Zero with Sloped Load(s) 0 P L If[III I JIM I 111111111twulIH17111T,1111111 IIHIIIIIIIIII]IL111111][111111111 LOADING Load Type -irsssss's R11 Dead Load Uniform w(psf)= .1 5 Rz Point I a(ft)= 1-50 P(lb)= 3.758 _793 Ib Point 2 a(ft)= 000 P(lb)= 0 Stress and/or Deflection Check 014. A c t u a / Allowable Ratio Snow Load Uniform w(psf)= 28 Max fv(psi)&V(lb) 136 57-18 196 8244 Point 1 a(111)= 1 50 P(lb)= 7,656 Max fb(psi)&M(lb-ft) 854 0162!1; 1005 10157 Point 2 a(ft)= 000 P(lb)= 0 Total Load Max Deft.(in) _0 01 I i,2 f I I-,, 1?1,41, 0.20 Live Load Max.Defl.(in) -()Of 1,14344 i..141U 0.15 Adjustment Factors for Fb for Fv for E Wet Service Cm= 1,00 1,00 1.00 Temperature C,= 1-00 1.00 1.00 Beam Stability Cr= 1.00 N/A N/A Size Cr= 100 N/A N/A Shear Force.V(lb) Flat Use Cr„= 1.00 N/A N/A Incising C,= 1.00 1.00 1.00 Repetitive Member C,= 100 NIA N/A 10000 Buckling Stiffness CT= N/A N/A 1.07 (C y for Ernin only) 5000 Design Values in psi Fb Fv E Emin 0 Reference 1 470000 Bending Moment,M(lb-110 Adjusted 1005 196 1300000'* 470OW Section Properties breadth(b)= 5.5 in depth(d)= 11.5 in Area(A)= 63.3 in-2/, Section Modulus(Sx)= 121.2 in'- Moment of Inertial(Ix)= 697.1 in!14 Total Load Deflection(in) k1o, 2- /7-/ 7 ti i Permit#: 1133 Permit Date: 08/29/16 Permit Type: COMMERCIAL ALTERATION Project Name: Community Resource Center Applicant Name: 2812 Architecture Applicant Address: 2812 Colby Avenue Applicant, City, State, Zip: Everett,WA 98201 Contact: Jesse Wolfe Phone: 425-252-2153 Email:jesse@2812architecture.com Scope of Work: T.I. in 2550 square foot space and an addition of 252 square foot storage area Valuation: 85000.00 Square Feet: 2550 Number of Stories: 0 Construction Type: Occupancy Group: ID Code: Permit Issued: 09/07/2016 Permit Expires: 03/07/2017 Form Permit Type: Status: COMPLETE Assigned To: Kristin Foster Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 00472500000600 18308 35TH AVE NE STILLAGUAMISH 174 Retirement CENTER INC Home/Orphanages Contractors Contractor Primary Contact Phone Address Contractor Type License License# GAFFNEY 425-355-5500 8105 Broadway CONSTRUCTION UBI 600 173 764 CONSTRUCTION Avenue CONTRACTOR GAFFNEY 425-355-5500 8105 Broadway CONSTRUCTION Labor& GAFFNCI104K3 CONSTRUCTION Avenue CONTRACTOR Industries Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status C20.BUILDING Added addition footing& 11/04/2016 FINAL wall approved. 11/03/2016 BUILDING Approved 10/11/2016 C20.BUILDING Approved FINAL Plan Reviews Date Review Type Description Assigned To Review Status 10/31/2016 COMMERCIAL BUILDING ALTERATION 08/29/2016 COMMERCIAL No comments,LT PW-ADMIN-GIS ALTERATION 08/29/2016 COMMERCIAL no comments for this review. pW-WAT-REV ALTERATION Gus Fees Fee Description Notes Amount Building Permit Table 4-1 $1,237.19 Building Plan Review Table 4-2 $804.17 State Surcharge- 1st DU Residential- 1st Unit $4.50 Building Permit Table 4-1 $522.76 Building Plan Review Table 4-2 $339.79 State Surcharge- 1st DU Residential- 1st Unit $4.50 Total $2,912.91 Attached Letters Date Letter Description 11/07/2016 Building Permit Revision to storage addition 09/07/2016 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 09/16/2016 Boys and Girls Club of Check#55221 Kristin Foster $2,045.86 Snohomish County 11/09/2016 Bill Tsoukalas 62216272 cc $867.05 Outstanding Balance $0.00 Notes Date Note Created By: 10/31/2016 Revision to addition has a valuation of 24,000 per Adam Clark.KF Kristin Foster 10/31/2016 Received plans for revision to addition.KF Kristin Foster Uploaded Files Date File Name 11/09/2016 1942420-1133 Issued Permit for Revisions to Addition.pdf 09/16/2016 1847262-1133 Issued Permit.pdf 08/29/2016 1815415-1133 Plans Part3.pdf 08/29/2016 1815416-1133 Plans Part2.pdf 08/29/2016 1815257-1133 Structural Calcs.pdf 08/29/2016 1815258-1133 Application.pdf NOliVINU03N1103ro0 ld l 133HS U3AOO woo am a;lyaeZ68Z' p C:> MZ-Z9Z(CJZb) yd H m C > u "oimu"rvn eo 3ivu WZ86 HM 4019n3 ` L� £ZZ86 HM'uo;Bu!IJd "" eNOanuany�91o0 Z68Z W � pJenalnog;ulod Aa>owS 80£8L -lVl I KenS 1I Wa3d 9 t 9ny 8L �y C_'� m n M2I/� ASIVNIWI1321d 91 aNnr @Z a3a3tsio mes aE z W ' ' �210 NOlONl�2I`d Q Wz m— :JO 8 B p $ J9 Q JO;4Uawenadwl;ueualy � a O a �1 WW1 W J W 0.'O E �O+ a O IIIffL d N Ndg � 6mo N�{up-gy m$ �< F z a �ryyy Z JVa Z " ) Uo F4)d 0 Z_ O ® U IL ��• N F d N 0 N ~ U J m V H m r _z pp�j 4 Lj �Np W Qpy JW �OFp IO W-Wa 28ry 4 S te" W�11h�j1 IJL-.Z YO FI- U > NO ~ eJC ? 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