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Home My WebLink AboutPermit D19-0203 - PORT PLASTICS - ADD EXTERIOR CLADDING AND NEW WINDOWPORT PLASTICS 1228 ANDOVER PARK E D19-0203 Parcel No: �� City of Tukwila Department ofCommunity Development 6DOOSouthcenterBoulevard, Suite #100 Tukwila, Washington 9818W Phnne:2O6'431'367O Inspection Request Line: 206'438'9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 3523049070 Permit Number: Issue Date: Permit Expires On: Project Name: PORT PLASTICS Dl9'0ZO3 7/9/2O19 1/5/2020 Owner: Name: Address: Contact Person: Name: Address: Contractor: GRAY CAT COLLECTIVE UI 5507[VV|5HONRD C7nSTETI COMMERCIAL PROP, SNOH0K4|SH, WA, 98290 NADNAZAROVA 120VFIFTH AVE SUITE 13O0'SEATTLE WA, 98101 D8GENERAL CONTRACTORS INC Address: 1OO2672NDAVE S.KENT,WA, 98O]2 License No: D0GENGC94309 Lender: Address 18OSUTTER ST, STE40O,5AN Phone: (253)736-2980 Expiration Date; 10/9/2020 DESCRIPTION DFWORK: INSTALLATION OF THE NEW EXTERIOR CLADDING OVER EXISTING CONCRETE WALLS AND INSTALLATION OF ONE NEW WINDOW IN NEWLY CREATED OPENING Project Valuation: $157,23710 Type nfFire Protection: Sprinklers: YES Fire Alarm: YES Type ofConstruction: VD Electrical Service Provided by: TUKWILA Fees Collected: $3,54884 Occupancy per IBC: 8 Water District: TUKVV|LA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila; International Building Code Edition: International Residential Code Edition: international Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 015 2015 2015 2015 2015 National Electrical Code: VVACities Electrical Code: VVACZ9646D: nergy Code: Public Works Activities: [hannp|izadnn/5thpinQ: [urb[ut/Aocess/Sidewa|k: Fire Loop Hydrant: Flood Control Zone: Hau|inD/OvenbeLoad: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Meter - Volumes: Cut: U R||: O Number: O No Permit Center Authorized Signature: Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions nflaw and ordinances governing this work will be complied with, whether specified herein or not. The granting ofthis permit does not presume togive authority toviolate nrcancel the provisions cdany other state orlocal laws regulating construction urtheperformonceofwork. [aroauthorized tnsign and obtain this development permit and agree tothe conditions attached tnthis permit. Signature: Print Name: Date: �7- q-149 This permit shall become null and void ifthe work isnot commenced within 18Odays for the date ofissuance, urif the work is suspended orabandoned for aperiod ofl8Ddays from the last inspection. PERMIT CONDITIONS: l: 'BUILDING PERMIT [OND|T|ON5*~~ 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall bekept atthe site nfwork and shall be open to inspection by the Building Inspector until final inspection approval is granted, 4: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in atimely manner. 5: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall besubmitted tothe Building Official. The final inspection report shall beprepared bythe approved special inspection agency and shall be submitted to the Building Official prior to and as a condition offinal inspection approval, 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code, 7: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will he determined by the building inspector based on satisfactory completion of this requirement. 8: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 10: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 11: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670), PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0409 FRAMING 0606 GLAZING 4046 SI-EPDXY/EXP CONC 0413 WALL SHEATHING/SHEAR CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Perinit No. 11e03 2_0 Project No. Date Application Accepted: (P')0--, 9 Date Application Expires: 1)---). 0 'Ai (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: King Co Assessor's Tax No.: 3523049070 1228 Andover Park East, Tukwila, WA 98188 Tenant Name: Port Plastics PROPERTY OWNER Name: Lift Andover Park East 1230 LLC Address: 180 Sutter St., Suite 400 City: San Francisco State: CA Zip: 94104 CONTACT PERSON — person receiving all project communication Name: Nadia Azarova Address: 1200 5th Ave, Suite 1300 City: Seattle State: WA Zip: 98101 Phone: (206) 408-8641 Fax: Email: nazarova@nelsonww.com GENERAL CONTRACTOR INFORMATION Company Name: DB General Contractors Address: 18026 72nd Ave. S. City: Kent State: WA Zip: 98032 Phone: (877) 736-2981 Fax: (253) 736-2981 Contr Reg No.: DBGENGC94309 Exp Date: 10/09/2020 Tukwila Business License No.: 1 Suite Number: Floor: New Tenant: 0 Yes .. No ARCHITECT OF RECORD Company Name: Nelson Worldwide Architect Name: Adam Segalla Address: 1200 5th Ave, Suite 1300 City: Seattle State: WA Zip: 98101 Phone: (206) 408-8510 Fax: Email: ASegalla@nelsonww.com ENGINEER OF RECORD Company Name: Shutler Consulting Engineers, Inc Engineer Name: John Headland Address: 12503 Bel -Red Road, Suite 100 city: Bellevue State: WA Zip: 98005 Phone: (425) 450-4075 Fax: Email: john@shutler.com . LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: 4/ A COV67Z PAPk .teA Vt IL3OLCc. Address: /go so mt.. si 517tc oc7 City:530, 4.--ume„)<1 State: .,A zip:g ((2. H:\AppIicaLts\Forms-Applications On Linc',201 I Applications f'ermit Application Revised - 8-9- I 1.docx Revised: August 2011 bh Page I of 4 t, •.\ -rtaa," DING PERMIT INFORMATION 206-431-3670 Valuation of Project (contractor's bid price): $ 157,237 Describe the scope of work (please provide detailed information): Installation of the new exterior cladding over existing concrete walls and installation of one new window in newly created opening. rill there be new rack storage? LI Yes Existing Building Valuation: $ E.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1' Floor 1,379 0 0 0 existing B/ S-1 2' Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided; Standard: Compact: Handicap: Will there be a change in use? El Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers IZ) Automatic Fire Alarrn 0 None 0 _Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 1=1 Yes No If "yes*, attach list of materials and storage locations on a separate 8-1/2- x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM El.._...On-site Septic System -- For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. HAApplielnionAForms-Applications On Linea! ApplicuiionsTertnit Application Revised - 8-R-I I .doe, Revised: August 20 I bl Page 2 of 4 • PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District . Tukwila 0...Water District #125 .• „Water Availability Provided Sewer District 0 ...Tukwila O ...Sewer Use Certificate Eli Highline 0...Valley View 0 .. Renton 0... Sewer Availability Provided .. Renton .. Seattle Septic System: On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ..• .Civil Plans (Maximum Paper Size — 22" x 34") ..• .Technical Information Report (Storm Drainage) Geotechnical Report El ...Bond 0 .. Insurance Easement(s) 0 .. Maintenance Agreement(s) Proposed Activities (mark boxes that apply): ...Right-of-way Use - Nonprofit for less than 72 hours 0 ...Right-of-way Use - No Disturbance ID ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way El 0 ...Total Cut 0 ...Total Fill cubic yards cubic yards 0 ...Sanitary Side Sewer El ...Cap or Remove Utilities El ...Frontage Improvements El ...Traffic Control ..• .Backflow Prevention - Fire Protection Irrigation Domestic Water El ...Traffic Impact Analysis El ... Hold Harmless — (SAO) El ...Hold Harmless — (ROW) • Right-of-way Use - Profit for less than "72 hours .. • Right-of-way Use — Potential Disturbance 0 .. Abandon Septic Tank O .. Curb Cut .. • Pavement Cut o .. Looped Fire Line Work in Flood Zone .. Storm Drainage El .. Grease Interceptor ▪ Channelization 0 .. Trench Excavation .. ▪ Utility Undergrounding 0 ...Pertnanent Water Meter Size... WO # 0 ...Temporary Water Meter Size .. ,, WO # O ...Water Only Meter Size 1, WO # 0 ...Deduct Water Meter Size 0 ...Sewer Main Extension Public 0 Private El El ...Water Main Extension Public 0 Private El FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ID ...Water D ...Sewer El ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip HAApplicationsWorms-Applications On Linel201 I Applications,Pennit Application Revised - 8-9- I 1.docx Revised: August 2011 611 Page 3 of 4 tef PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no pemut is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3,2 International Building Code (current edition). T HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: 06/18/2019 Print Name: Nadia Azarova Day Telephone: (206) 408-8641 Mailing Address: 1200 5th Ave., Suite 1300 Seattle WA 98101 City State Zip H:tApplications\Forms-App heat ions On Lineu201 I ApplicationsTcnnnit Application Revised - 8-9-I l.docx Revised: August 2011 bit Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK PAID $2,171.92 D19-0203 Address: 1228 ANDOVER PARK E Apn: 3523049070 $2,171.92 DEVELOPMENT $2,069.69 PERMIT FEE R000.322.100,00.00 0.00 $2,044.69 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $102.23 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R18081 R000.322.900.04.00 0.00 $102.23 $2,171.92 Date Paid: Tuesday, July 09, 2019 Paid By: DB GENERAL CONTRACTORS INC Pay Method: CHECK 21143 Printed: Tuesday, July 09, 2019 1:34 PM 1 of 1 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $1,368.92 D19-0203 Address: 1228 ANDOVER PARK E Apn: 3523049070 $1,368.92 Credit Card Fee $39.87 Credit Card Fee R000,369.908.00.00 0.00 $39.87 DEVELOPMENT $1,329.05 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R17947 R000.345.830.00.00 0.00 $1,329.05 $1,368.92 Date Paid: Thursday, June 20, 2019 Paid By: NADIA AZAROVA Pay Method: CREDIT CARD 99918C Printed: Thursday, June 20, 2019 8:17 AM 1 of 1 rf EM5 CO TUKWILA ETRAKIT 6208 5OUTH[ENTE» BLVD TUKWILA, WA 98188 206'433'I870 CITY OF TUKWILA Date: 80/20/2019 08:I6:41 An CREDIT CARD SALE VISA CARD NUMBER: **********4243 K TKAN AMOUNT: $1,368.83 APPROVAL CD: 999I8[ RECORD #: 000 CLERK ID: Bill Thank you! Customer Copy INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERM T NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100. Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project. `T pLA$+;cs' a +�tns ctivn: II I 1 F/A414/.... Address: Date Called: Special Instructions: Date Wanted: l 1 249 " re a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENT Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION €300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 019- 0203 Project. „,�, Typespe tion: 1-eifoli.v irfor-4 Address: Date Called: 'SPe,cial lnstructivns:Date Wanted:9 �� a . Requester:�� Phone No: 30 36 pproved per applicable codes. nspecto :orrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection. fee must use paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit NO. PERMITNO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit inspection Request Line (206) 438-9350 Type o lnspection: . Address: Afeidvose, erri 6 Special Instructions: Date Wanted: •"� 7/% - ze96 a.m. p.m. Re uester• Phone No: pproved per applicable codes. CO IMENTS: Inspect© Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection. tee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. M=11 SHUTLER MIMI CONSULTING Mill ENGINEERS, Inc. 12503 Bel -Red Road, Suite 100 Bellevue, Washington 98005 (425) 450-4075 FAX (425) 450-4076 STRUCTURAL CALCULATIONS FOR: EXTERIOR FASCADE REVISION -- 1228 ANDOVER PARK EAST TUKWILA, WASHINGTON ARCHITECT: NELSON 1200 FIFTH AVE., SUITE 1300 SEATTLE, WA 98101 (206) 408-8500 DESIGN CRITERIA: CODE ROOF LIVE LOAD WIND LOAD ,SEISMIC REVIEWED FOR CODE COMPLIANCE APPROVED JUL 09 2019 City of Tukwila BUILDING DIVISION JOB Andover Park East SHEET NO. COVER OF CALCULATED BY Ich DATE 6/15/2019 CHECKED BY DATE SCALE JOB NUMBER 19-01.42 INTERNATIONAL BUILDING CODE, 2015 EDITION 25 PSF SNOW LOAD, Is=1.0 110 MPH ZONE, EXPOSURE "B" SITE CLASS 'D', Sds=0.953, Sd1=0.533, Ie=1.0 DESIGN CATEGORY 'D' RECEIVED CITY OF TUM JUN 20 2019 PERIgir CEMTEA ts.) 0 2. 0 3 O MOLITION - NORTH ELEVATION II(f MIME SHUTLER _11- CONSULTING ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 JOB SHEET NO. c ( OF �i/ CALCULATED BY V DATE SCALE , r M =OM M.1.1111 SHUTLER Mb II 111•111•1 CONSULTING WWI= ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 JOB SHEETNa OF CALCULATED BY DATE SCALE A-kcourot Aek te-io-/9 aMi rm..I• =WMI MOMMEMEM . ........,.......... 1,11111111111111 III iimrurmzmMmoilaMmli lolpa pmblim"pi1,11111p111111111l 11l1 I11 111111Il...... 1Wlilmumm....•111P11•EErfir 1111INIim..ipI•. •m 'EMm• ms g!2 MIIPiIilimm il11 1 1lim •Ilmmmtsimmml •mumm 11111ii FIRiMll lir1111l11111111mm 1111.1111l1111 111111111111111111111 • Nomm6.-. 1.11111 SHUTLER III II MIN CONSULTING ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 JOB AtWOtAi /94‘it SHEET NO. OF CALCULATED BY DATE /9 SCALE in Flush Panel Properties Base Steel Yield Tensile Wt. I+ S+ Gauge Thickness (in) (ksi) lksi) (lbslft2) (inlft) (inqft) ' (InYft) (in'fft) Coating 24 0.0232 50 65 1.30 0.0282 0.0338 0.0368 S. Metallic 0.0381 AZ50 22 0.0294 50 55 1.64 0.0374 0.0493 0.0478 NOTES: The moments of Inertia, I* and I-, presented for determining deflection are: (21E„ aug 24 22 0.0503 AZ50 k4MN Standard Finishes Paint System Cool Dura Tech5000 (polyvinylldene fluoride) or Dura Tech' mx (metallic polyvInylidene) Span Single Span Cond. ASD, W/ft 1 2.- 0" 168 Allowable 2' - 6" 108 Inward 3' - 0" 75 Loads (lbs/ft2) 3' • 6" 55 per Span 4' - 0" 42 .-in.) 4' - 6" 33 5' - 0" 27 U180 - - 38 27 20 Double Span ASD, W/0 159 108 77 58 45 35 29 U180 - - - - Triple Span ASD, W/O 187 129 93 70 55 44 35 U180 - - - - Single Span ASD, W/C1 246 157 109 80 62 49 39 U180 - - 76 51 36 26 Double Span ASD, W/C1 208 141 101 76 69 47 38 U180 - - - - Triple Span ASD, WM 244 169 122 93 72 58 48 U180 _ - - - - 24 Allowable Outward Loads (lbs 2) per Span (ft.-in.) 66 60 55 49 43 38 32 22 112 101 89 78 67 55 44 Single Span w, distributed load 4 4 4 1 4 1 4 4 4 4 4 4 1 L, span 11 Double Span 4 1 4 4 4 4 4 1 1 4 1 1 Triple Span 1 1 1 4 4 4 4 4 4 L —+4 L —01 Outward Loads NOTES: The Information In these tables applies to uniform loads only. The upper values, ASD (VV/C1) are based on allowable panel strength. U180 values based on allowable service load deflections. Table values denoted by "-" Indicate that capacities are limited by panel strength vs. deflection. Values are based on AISI S100-07/52-10. Maximum allowable outward bad capacities are shown and dependent upon fastener -to -substrate capacities. Specifications subject to change without notice. 011 Canning : All flat metal surfaces can display waviness commonly referred to as "oil canning". *011 cannlng' is an Inherent characteristic of steel products, not a defect, and therefore Is not a cause or panel rejection. 800-733-4955 Ail tr..rtr, st..11,11 ,c the circturl :et roc cd t rcc rttcrrt artrf r ccrtcqc r,,,,the, itCtr:,:t Ct,r Nchr.fre fcr tCc rairtctt vcrs.crt pi'Siptpspn Strong' -Tie File 0ptions Help hod: ACt 31814 3 j$'fIJ CS Strong zi ixiomr2 P.4! {73�rym) Chart 1 J Cmih nt3.t SIMPSON U.S. Seismic Design Maps 1228 Andover Park E, Tukwila, WA 98188, USA Latitude, Longitude: 47.4426388, -122.2503031 Goodwill Tukwila The Home Depot Trlland Dr Les Schwab Tire Center sGo: tglg Date Design Code Reference Document Risk Category Site Class Type Value Description Ss 1.43 MCER ground motion. (for 0.2 second period) Si 0.533 MCER ground motion. (for 1.0s period) i SMs 1.43 Site -modified spectral acceleration value i SM1 0.799 Site -modified spectral acceleration value Sas 0.953 Numeric seismic design value at 0.2 second SA SD1 0.533 Numeric seismic design value at 1.0 second SA https://seismiicc aps.org/ OSHPD Work'n More -Tukwila Taco Time NW 6/10/2019, 10:31:34 AM ASCE7-10 II D - Stiff Soil Type Value Description SDC D Seismic design category Fa 1 Site amplification factor at 0.2 second F� 1.5 Site amplification factor at 1.0 second PGA 0.587 MCEG peak ground acceleration FPGA 1 Site amplification factor at PGA PGAm 0.587 Site modified peak ground acceleration TL 6 Long -period transition period In seconds SsRT 1.43 Probabilistic risk -targeted ground motion. (0.2 second) SsUH 1.506 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration SsD 3.103 Factored deterministic acceleration value. (0.2 second) S1RT 0.533 Probabilistic risk -targeted ground motion. (1.0 second) S1UH 0.572 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration. S1D 0.991 Factored deterministic acceleration value. (1.0 second) PGAd 1.114 Factored deterministic acceleration value. (Peak Ground Acceleration) Map data ©2019 1 of 3 6/10/2019, 10:31 AM City of Tukwila Department of Community Development June 25, 2019 NADIA AZAROVA 1200 FIFTH AVE SEATTLE, WA 98101 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D19-0203 PORT PLASTICS - 1228 ANDOVER PARK E Dear NADIA AZAROVA, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. Provide engineers plan details for related to the engineer's calculations and the removal of concrete for the window. • Note: Contingent on response to these corrections, further plan review may request for additional corrections. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Sincerely, a-V Kandace Nichols Permit Technician File No. D19-0203 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY' PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0203 PROJECT NAME: PORT PLASTICS SITE ADDRESS: 1228 ANDOVER PARK E Original Plan Submittal X Response to Correction Letter # DEPARTMENTS: pto -1 -C31°1 Building Division MI Public Works DATE: 07/03/19 Revision # before Permit Issued Revision # after Permit Issued Fire Prevention Structural n Planning Division Permit Coordinator fp PRELIMINARY REVIEW: Not Applicable ri (no approval/review required) DATE: 07/04/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08/01/19 Approved Corrections Required LJ (corrections entered in Reviews) Notation: Approved with Conditions Denied (ie: Zoning Issues Add s4-suz.42- 40 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping LJ PW D Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0203 PROJECT NAME: PORT PLASTICS SITE ADDRESS: 1228 ANDOVER PARK E X Original Plan Submittal Response to Correction Letter # DATE: 06/20/19 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Al.) COO. (i) Building Division 5 OA 9' Public Works Fire Prevention Structural -C (OM lann ng Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 06/25/19 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved ri Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 07/23/19 Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: PIngEj PWEJ DATE: Staff Initial 12/18/2013 / City of Tukwila Department of Community Develop en 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 07/02/2019 Plan Check/Permit Number: D19-0203 El Response to Incomplete Letter # Response to Correction Letter # 1. Lil Revision # after Peiiiiit is Issued E Revision requested by a City Building Inspector or Plans Examiner Ej Deferred Submittal # Project Name: Port Plastics 1228 Andover Park East Project Address: 1228 Andover Park East, Tukwila, WA 98188 Contact Person: Nadia Azarova Phone Number: (206) 408-8641 Summary of Revision: Engineer's drawing has been provided to accompany structural calculations as per reviewer request. RECEIVED CITY OF TUKWILL, JUL 0 3 2019 PERMIT CENTEP Sheet Number(s): S-1.0 "Cloud" or highlight all areas o reVision including date of revision Received at the City of Tukwila Permit Center by: 43-- Entered in TRAKiT on 7 3 / W, Permit Center Templates Forms Revision Submittal Form.doe Revised, Aueust 2015 DB GENERAL CONTRACTORS INC Paze 1 of 2 Home Espanol Contact Safety & Health Claims & Insurance Washington State Department of Labor & industries . [Search L&I j Ai 1 ndvx Help My 1.&1 Workplace Rights Trades & Licensing DB GENERAL CONTRACTORS INC Owner or tradesperson Principals BEDNARIK, DEWAINE, PRESIDENT Doing business as DB GENERAL CONTRACTORS INC WA UBI No. 602 650 709 18026 72ND AVE S KENT, WA 98032 253-736-2980 KING County Business type Corporation Certifications & Endorsements 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. DBGENGC943O9 Effective — expiration 09/29/2006— 10/09/2020 Bond DEVELOPERS SURETY & INDEM CO Bond account no. 743855C $12,000.00 Received by L&I Effective date 09/29/2006 09/28/2006 Expiration date Until Canceled Insurance Western National Assur Co Policy no. CPP114887000 $1,000,000 00 Received by L&I Effective date 09/13/2018 09/28/2016 Expiration date 09/28/2019 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. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602650709&L1C=DBGENGC94309&SAW= 7/9/2019 a r w 0 ABBREVIATIONS V ANGLE FLUOR FLUORESCENT PS PAINT SYSTEM It CENTER LINE FM FACTORY MUTUAL PSF POUNDS PER SQUARE FOOT 0 DIAMETER OR ROUND Foe FACE OF CONCRETE PSI POUNDS PER SQUARE INCH # NUMBER OR POUND FOF FACE OF FINISH PT PRESSURE TREATED J PENNY FDIC FURNISHED BY OWNER PTO PAPER TOWEL DISPENSER PERPENDICULAR INSTALLED BY CONTRACTOR PTD/R PAPER TOWEL DISPENSER d PLATE F010 FURNISHED BY OWNER AND RECEPTACLE INSTALLED BY OWNER PTN PARTITION AB ANCHOR BOLT FOS FACE OF STUD PTR PAPER TOWEL RECEPTACLE AC ACOUSTICAL FS FULL SIZE PVMT PAVEMENT A/C AIR CONDITIONING FT FEET ACP ACOUSTICAL CEILING PANEL FTG FOOTING QT QUARRY TILE ACT ACOUSTICAL TILE FDC FURNISHED BY TENANT ADH ADHESIVE INSTALLED BY CONTRACTOR R RISER ADJ ADJACENT FTIO FURNISHED BY TENANT RA RETURN AIR AF ACCESS FLOOR INSTALLED BY OWNER FAD RADIUS AFF AT/ABOVE FINISH FLOOR FURR FURRING R&S ROD & SHELF AHJ AUTHORITY HAVING JURISDICTION FUT FUTURE RB RESILIENT BASE AL ALUMINUM FUTURE- FUTURE ROUGH IN ONLY RCP REFLECTED CEILING PLAN ALT ALTERNATE RIO RD ROOF DRAIN AP ACCESS PANEL RD/O ROOF DRAIN OVERFLOW APC ACOUSTICAL PANEL CEILING GA GAGE REBAR REINFORCING BAR APPROX APPROXIMATE GALV GALVANIZED REF REFERENCE ARCH ARCHITECTURAL GB GRAB BAR REFR REFRIGERATOR ASPH ASPHALT GC GENERAL CONTRACTOR REINF REINFORCED BD BOARD GL GLASS OR GLAZING REQ'D REQUIRED BETW BETWEEN GLB GLU-LAM BEAM REV REVISION BLK BLOCK GND GROUND RH RIGHT HAND OR ROBE HOOK BLDG BUILDING GR GRADE RESIL RESILIENT BM BEAM GWB GYPSUM WALL BOARD RM ROOM BRG BEARING RO ROUGH OPENING BOT BOTTOM HB HOSE BIB FIT RESILIENT TILE HC HOLLOW CORE OR HANDICAP RUB RUBBER BSMT BASEMENT EN HDR HEADER RW RAIN WATER BUR BUILT ROOF HDWD HARDWOOD RWL RAIN WATER LEADER HOWE HARDWARE CAB CABINET HM HOLLOW METAL S SOUTH CB C SIN CATCH BASIN HORIZ HORIZONTAL SC SOLID CORE CBU CATCH BACKER UNIT HR HOUR SCD SEAT COVER DISPENSER CENT CEMENT HT HEIGHT SCHD SCHEDULE CER CERAMIC HTG HEATING SD SOAP DISPENSER CFM CUBIC FEET PER MINUTE HVAC HEATING/VENTILATION/ SECT SECTION CFT CONDUCTIVE FLOOR TILE AIR CONDITIONING SF SQUARE FEET CG CORNER GUARD HWH HOT WATER HEATER SHTG SHEATHING CHBD CHALK BOARD IBC INTERNATIONAL BUILDING CODE SIM SNK SIMILAR SINK CI CAST IRON ID INSIDE DIAMETER/ SLR SEALER CJT CONTROL JOINT DIMENSION CLF CHAIN LINK FENCE IEC INTERNATIONAL ELECTRIC SAID SANITARY NAPKIN CLG CEILING CODE COUNCIL SNR DISPENSER SANITARY NAPKIN CJ CONSTRUCTION JOINT IFC INTERNATIONAL FIRE CODE RECEPTACLE CLK CLO CAULKING CLOSET IG INSULATED GLAZING SPEC SPECIFICATION IHM INSULATED HOLLOW METAL SQ SQUARE CLR CMU CLEAR CONCRETE MASONRY UNIT IN INCL INCH INCLUDE SST STAINLESS STEEL CNTR COUNTER INSUL INSULATION SSK ST SERVICE SINK STONE/STONE TILE CO CLEANOUT TNT INTERIOR STA STATION COL COLUMN IPC INTERNATIONAL PLUMBING CODE STC SOUND TRANSMISSION CONC CONSTR CONCRETE CONSTRUCTION JAN JANITOR STD CLASS STANDARD CONT CONTINUOUS JT JOINT CORR CORRIDOR STL STEEL CPT CARPET KIT KITCHEN STOR STORAGE CT CERAMIC TILE KO KNOCK OUT STRL STRUCTURAL CTR CENTER KS KNEE SPACE SUSP SUSPENDED CY CUBIC YARD SV SHEET VINYL SYM SYMMETRICAL DBL DOUBLE LAM LAV LAMINATE LAVATORY T TREAD DEPT DEPARTMENT LB LAG BOLT TB TOWEL BAR OF DRINKING FOUNTAIN(W/O COOLER) LF LINEAL FOOT T&B .TOP & BOTTOM CIA DIAMETER LG LENGTH TG TEMPERED GLASS DIAG DIAGONAL LH LEFT HAND THK THICK 2DIMENSION LINO LINOLEUM TIG TEMPERED INSULATED P DISPENSER LKR LOCKER GLAZING DN DOWN LT LIGHT TO TOP OF DR DOOR OR DRAIN TOC TOP OF CONCRETE DTL DETAIL MACH MACHINE TOP TOP OF PAVEMENT DWR DRAWER MATL MATERIAL TOS TOP OF STEEL DS DOWNSPOUT MAX MAXIMUM TOSL TOP OF SLAB DW DISHWASHER MECH MECHANICAL TOW TOP OF WALL DWG DRAWING MEZZ MEZZANINE TPD TOILET PAPER DISPENSER MFR MANUFACTURER TPH TOILET PAPER HOLDER E EAST MH MANHOLE TPTN TOILET PARTITION EA EACH MIN MINIMUM IS TUBULAR STEEL EB EXPANSION BOLT MIR MIRROR TV TELEVISION EJ EXPANSION JOINT MISC MISCELLANEOUS TYP TYPICAL EL ELEVATION MUD MOLDING ELEC ELECTRIC MRGWB MOISTURE RESISTANT GWB UL UNDERWRITERS LABORATORY ELEC ELEVATOR MID MOUNTED UNF UNFINISHED EM ENTRY MAT MTL METAL UON UNLESS OTHERWISE NOTED EMER EMERGENCY MULL MULLION UR URINAL ENCL ENCLOSURE OR ENCLOSED EP ELECTRICAL PANEL N NORTH VAR VARIES EWC ELECTRIC WATER COOLER NIC NOT IN CONTRACT VCT VINYL COMPOSITION TILE EPX EPDXY NOT# NUMBER VERT VERTICAL EQ EQUAL NOM NOMINAL VEST VESTIBULE EQUIP EQUIPMENT NTS NOT TO SCALE VIN VINYL EST ESTIMATE OA OVERALL VWC VINYL WALL COVERING EX EXPANSION OC ON CENTER EXISTING OD OUTSIDE DIAMETER/ W WEST EXIT EXTERIOR DIMENSION W/ WITH FA FIRE ALARM OFF OFFICE W/O WITHOUT FBO FURNISHED BY OTHERS OH OVERHEAD WC WATER CLOSET FCIC FURNISHED BY CONTRACTOR OPH OPPOSITE HAND WD WF WOOD WIDE FLANGE INSTALLED BY CONTRACTOR OPNG OPP OPENING OPPOSITE WG WIRE GLASS FCTY FACTORY WHSE WAREHOUSE FD FLOOR DRAIN PERP PERPENDICULAR WP WATER PROOF FDN FOUNDATION PFN PREFINISHED WR WATER RESISTANT FE FIRE EXTINGUISHER PL PLATE OR PROPERTY LINE WSCT WAINSCOT FEC FIRE EXTINGUISHER CABINET PLANT PLASTIC LAMINATE WT WEIGHT FF FACTORY FINISH PLYWD PLYWOOD FIN FINISH PNL PANEL XFMR TRANSFORMER FL FLOOR PNT PAINT YD YARD FUG FLASHING PR PAIR PLANNING APPROVED No changes can be made. to these plans without approval from the Planning Division of DCD Appiviveday:; /� SYMBOLS A 1 COLUMN UNE/GRID LINE DOOR/RELITE NUMBER CORRESPONDS TO ROOM ENTERING OKEY NOTE PARTITION TYPE X REVISION NUMBER REVISION CLOUD AROUND REVISION MATCH LINE — — SHADED PORTION IS THE SIDE CONSIDERED WORK POINT, CONTROL POINT OR DATUM POINT 1492 EQUIPMENT NUMBER X BUILDING SECTION AX_X SECTION IDENTIFICATION SHEET WHERE SECTION IS DRAWN X DETAIL SECTION A X X SECTION IDENTIFICATION SHEET WHERE SECTION IS DRAWN 'D__ X DETAIL OR ENLARGED PLAN AX X DETAIL IDENTIFICATION SHEET WHERE DETAIL IS DRAWN NDO WINDOW SYMBOL A INTERIOR ELEVATION($) AX.X BJ"""—ELEVATION IDENTIFICATION SHEET WHERE ELEVATION IS DRAWN TITLEI , ROOM IDENTIFICATION TITLE2 \� TITLE3 ROOM NAME ROOM ( ROOM NO. FINISHED CEILING HEIGHT _ — — PROPERTY LINE 78 - ' ! NEW OR FINISHEDCONTOURS f EXISTING CONTOURS 71 ,50 TOP OF WALL 6 0 TOP OF CURB �5h TOP OF PAVEMENT PNORTHT N _(�i PROJECT NORTH 9'-0" DENOTES CHANGE IN ELEVATION PT FINISH SYMBOL 2 GENERAL NOTES 1. ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB-COWRACTORSPRIOR -TO PERFORMING THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. 2. THE GENERAL CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING THE SAFETY OF ALL PERSONS, PROPERTY, AND FOR ALL NECESSARY INDEPENDENT ENGINEERING REVIEWS OF THESE CONDITIONS, AND FOR COMPLIANCE WITH O.S.HA. SAFETY STANDARDS. ARCHITECTS AND THEIR CONSULTANTS' JOB SITE OBSERVATIONS ARE NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES. 3. EACH CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH ALL SPECIFIED PRODUCTS RELATING TO THEIR WORK. THEY ARE TO SUBMIT WRITTEN OBJECTIONS PRIOR TO BIDDING, IF THE CONTRACTOR HAS AN OBJECTION TO ANY PRODUCT AND/OR DISCREPANCES"BETWEEN DRAWINGS AND SPECIFICATIONS. 4. THE GENERAL CONTRACTOR SHALL COORDINATE THEIR WORK WITH THAT OF OTHER SEPARATE CONTRACTS SUCH AS SIGNS, & OWNER' FURNISHED ITEMS, WHICH ARE BEING DONE BY OTHERS. 5. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY' OF' ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. ALL WORK IN THAT AREA SHALL BE HELD UNTIL SUCH DISCREPANCIES ARE RESOLVED. 6. SEPARATE PERMITS, WHEN REQUIRED AND/OR WHEN WORK ITEMS ARE DESIGN/BUILD IN NATURE, SHALL BE OBTAINED BY THE CONTRACTOR FOR MECHANICAL, PLUMBING, FIRE SPRINKLERS, ELECTRICAL AND FIRE ALARM. DESCRIPTIVE, DETAILED DESIGN AND REQUIRED SUBMITTAL' DOCUMENTS INFORMATION SHALL BE PROVIDED FOR REVIEW BY THE REGULATING AUTHORITIES AND BY THE OWNER/TENANT/ARCHITECT FOR APPROVAL PRIOR TO ANY WORK BEING PERFORMED. SEE SPECIFICATIONS FOR REQUIREMENT FOR DESIGN/BUILD FIRE SPRINKLER SYSTEM. SUBMIT PLAN TO AND OBTAIN PERMIT FROM THE AUTHORITY HAVING JURISDICTION FOR FIRE SPRINKLER SYSTEM INSTALLATION OR MODIFICATION. ALL WORK SHALL COMPLY WITH CURRENT GOVERNING CODES. 7. SPECIAL INSPECTIONS WHERE REQUIRED BY THE BUILDING OFFICIAL SHALL BE PERFORMED BY INSPECTORS APPROVED BY THE BUILDING OFFICIAL. 8. ALL WORK DONE SHALL BE IN CONFORMANCE WITH THE APPROVED PLANS AND PROJECT SPECIFICATIONS. THE APPROVED, PERMITTED, STAMPED PLANS ARE TO REMAIN ON SITE AT ALL TIMES. ANY MODIFICATIONS TO WORK SHALL BE INDICATED ON FIELD "AS -BUILT' SET OF DOCUMENTS 9. DIMENSIONS ARE TO FACE OF STUD, CONCRETE, OR MASONRY LION. 10. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. 11. WHEN CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. IF QUESTIONS CAN NOT BE RESOLVED IN THIS MANNER, CONTACT THE ARCHITECT PRIOR TO PROCEEDING. 12. GENERAL CONTRACTOR SHALL PROVIDE OWNER AND ARCHITECT WITH DETAILED CRITICAL PATH SCHEDULE FOR REVEW AND APPROVAL PRIOR TO START OF CONSTRUCTION. UPDATES OF SCHEDULE SHALL BE MADE AS NECESSARY WITH COPIES PROVIDED TO OWNER AND ARCHITECT. 13. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH CURRENT GOVERNING CODES. NOTHING IN THESE DRAWINGS IS TO BE CONSTRUED AS TO PERMIT WORK WHICH IS NOT CONFORMING TO CURRENT GOVERNING CODES. 14. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ADJACENT PROPERTY AT ALL TIMES CURING CONSTRUCTION. 15. THE CONTRACTOR SHALL COMPLY WITH ALL CURRENT APPLICABLE LOCAL ORDINANCES FOR UTILITY SERVICE PROVDERS, PUBLIC AND/OR PRIVATE. 16. FIRE BLOCKING SHALL BE PROVIDED AT ALL FRAMED WALLS AT 10'-0" O.C. AND ALSO AT ANY LOCATION WHERE WALL FRAMING PENETRATES CEILINGS. REFER TO IBC SEC. 708 FIRE BLOCKING AND DRAFT STOPS FOR CONSTRUCTION. 17. PATCH AND REPAIR ALL EXISTING WALLS, FLOORS AND CEILINGS THAT ARE ADJACENT TO AND AFFECTED BY NEW CONSTRUCTION, 18. ASBESTOS AND HAZARDOUS WASTE EXCLUSION: THE ARCHITECT HEREBY STATES, AND THE OWNER ACKNOWLEDGES, THAT THE ARCHITECT HAS NO PROFESSIONAL LIABILITY OR OTHER INSURANCE, (AND IS UNABLE TO REASONABLY OBTAIN SUCH INSURANCE) FOR CLAIMS ARISING OUT OF THE PERFORMANCE OF OR THE FAILURE TO PERFORM PROFESSIONAL SERVICES, INCLUDING BUT NOT LIMITED TO, THE PREPARATION OF REPORTS, DESIGNS, DRAWINGS, AND SPECIFICATIONS. AND RELATED TO THE INVESTIGATION DETECTION. PLUMBING FIXTURE REO'S NOTE: PLUMBING FIXTURES ARE EXISTING; SCOPE OF WORK DOES NOT INVOLVE OCCUPANCY CHANGES OR BUILDING SQUARE FOOTAGE AMENDMENTS AND DOES NOT INCREASE FIXTURE REQUIREMENTS. LIGHTING REQUIREMENTS NO CHANGES ARE BEING MADE TO INTERIOR LIGHTING AND SPACE USE. PROJECT IS NOT REQUIRED TO MEET CURRENT WA STATE ENERGY REQUIREMENTS PER SCOPE OF WORK AS OUTLINED BELOW: BUILDING UNDERGOES EXTERIOR CLADDING REPLACEMENT ONLY. ROOF, WALL OR FLOOR CAVITY WILL NOT BE EXPOSED DURING CONSTRUCTION, UNLESS EXISTING CONDITION WOULD NECESSITATE OCCASIONAL REPLACEMENT OF EXTERIOR SHEATHING . NO CHANGE TO SPACE CONDITIONING IS MADE IN THE PROJECT ARCHITECT/CONTACT: NELSON WORLDWIDE CONTACT: NADIA AZAROVA FORMERLY CRAFT ARCHITECTS PHONE: (206) 408-8641 1200 FIFTH AVE, SUITE 1300 EMAIL: NAZAROVA@NELSONWW.COM SEATTLE, WA, 98101 OWNER: UFT ANDOVER PARK EAST 1230 LLC CONTACT: DAWNELLE STETZ PHONE: (206) 255-7116 EMAIL: DAWNELLE®STETZCP.COM TENANT: PORT PLASTICS INC. CONTACT: DAWNELLE STETZ PHONE (206) 255-7116 EMAIL: DAWNELLEOSTEZCP.COM GENERAL CONTRACTOR: DB GENERAL CONTRACTORS CONTACT: MAC MCCORMICK PHONE: (253) 736-2990 EMAIL: MACM®DB-GC.COM STRUCTURAL ENGINEER: Shutler Consulting Engineers CONTACT: JOHN HEADLAND PHONE: (425) 450-4075 EMAIL: JOHNOSHUTLER.COM VICINITY MAP -A NIS TAX PARCEL # 3523049070 LEGAL DESCRIPTION GL 1 S 137.00 FT OF N 882.10 FT OF POR GL 1 LYE OFANDOVER PARK EAST LESS E 166.47 FT CODE/ZONING INFORMATION GOVERNING BUILDING CODES: 2015 IBC 2015 UPC 2015 IFC 2009 ICC/ANSI A117.1 (ACCESSIBILITY) 2015 IECC 2017 NEC REGULATIONS & ORDINANCES 2015 WASHINGTON STATE AMENDMENTS 2015 WASHINGTON STATE ENERGY CODE 2015 IMC APPROVED BY: Initials Date Lift Partners EVISIONS NELSON all be made to the scup@ ut prior approval of the F-.bmittaiand Nelco Architecture, Inc. Building Division. ns will require a new plan include additional plan review. Riff"BUILDING PLAN TENANT ALTERATION CONSISTING OF: INSTALLATION OF NEW PANEL CLADDING SYSTEM OVER --EXISTING EXTERIOR CONCRETE WALLS AT THE NORTH OFFICE NODE FOR AESTHETICAL REASONS. NO INTERIOR WORK. NO CHANGE TO EGRESS. INDEX OF DRAWINGS 171.1 GENERAL INFORMATION AO.1 SITE PLAN A3.0 EXTERIOR ELEVATIONS - DEMOLITION A3.1 EXTERIOR ELEVATIONS - PROPOSED A4.1 EXTERIOR WALL SECTIONS ABA EXTERIOR DETAILS SI.O /SptG6I tKSPftF&h3 ZONE: TUC-WP TUKWILA URBAN CENTER - WORKPLACE IMPERVIOUS AREA- EXISTING SETS= CATEGORY: EXISTING SITE AREA: EXISTING CRITICAL AWA AFFECTED: EXISTING OCCUPANCY TYPE- B CONSTRUCTION TYPE- V—B — FULLY SPRINKLED SETBACKS TO YARDS MIMMUM : t ) EXISTING LANDSCAPE REQUIREMENTS UNNW). ANY DAMAGED LANDSCAPING TO BE RESTORED TO LIKE KIND SEPARATE PERMIT RE091RED, FOR: Cy. echanicel ,��,,// Electrical l3S lambingi GaB Piping MAXIMUM LOT COVERAGE: EXISTING BUILDING DIVISION MAXIMUM BUILDING HEIGHT: EXISTING ALLOWABLE AREA - PER IBC TABLE 506 ACTUAL BUILDING AREA EXISTING PARKING REOUIREMENTS: PARKING STALLS ARE EXISTING. SCOPE OF WORK DOES NOT INVOLVE OCCUPANCY CHANGES OR BUILDING SQUARE FOOTAGE INCREASES. BICYCLE PAWM REQUIREMENT:1/50 PARKING SPACES W/ MIMMUM 2 SPACES OCCUPANT LOADS (PER 2015 IBC TABLE 1004.1.2) EXISTING BUILDING . TOTAL (SF) RATIO OCC. LOAD REO'D EXITS EXITS PROVIDED EGRESS DOOR WIDTH REQUIRED: (PER 2015 IBC SECTION 1005.1) 0.20" PER OCCUPANT (WITH ESFR SPRINKLERS) = 52" EGRESS WIDTH PROVIDED EXISTING 1200 Fifth Avenue Suite 1300 Seattle, WA 98101 206.408.8500 phone www.NELSONww.com 1 LIJ •• •• •• CrCL Cr • •s -�1 CONSULTANT 10194. REC TERED . FILE COPY ' _ a—ft No. `f - i9aa `� HITECT Plan review approval is subject tb errors and 1U�\/ �I omissions. r Approval of construction st uctlon a PP ocume not the of any eotle or AM EG L ordinance ordinance. Receipt of aporovea Field Copy and rinvioof approved Field Co STATE OF WAS TON _... moans Is c Ietlgea: Byis Date: City of TUkwUa 6UILDING DIVISION. ubmittols/Revisions: PERMIT SUBMITTAL 06/19f2019 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 09 2019 fT 'I W City of Tukwila BUILDING DIVISION Sheet Title: GENERAL INFORMATION nECEIVED & SITE PLAN CITY OF TUKWILA Date: 05/02/19 JUN 20 2019 Design: PERMIT CENTER Drawn: Project No: 19.0001746.000 Approved: AS Building No: 0,203 Sheet No: T1.1 COPYRIGHT NELSON 2019 GENERAL NOTES: 3/A: 3/A: ANDOVER PARK EAST ARCHITECTURAL SITE PLAN N_E�� NTS GC TO DEVELOP STAGING PLAN FOR OWNER'S APPROVAL AND TO COORDINATE ALL CONSTRUCTION WORK WITH OWNER; Lit Partners a. REMOVE AND/OR PROTECT LANDSCAPING AS NECESSARY TO ERECT STAGING AND/OR SCAFFOLDING AS REQUIRED TO COMPLETE THIS SCOPE OF WORK. PROTECT ALL ADJACENT STRUCTURAL COMPONENTS FROM DAMAGE. AT COMPLETION OF WORK SPECIFIED IN THIS SCOPE, RESTORE ALL LANDSCAPING TO EXISTING CONDITIONS, COORDINATE WITH OWNER' LANDSCAPING SERVICE. b. ERECT SUFFICIENT STAGING AND SCAFFOLDING TO ACCESS ALL AREAS AND PHASES OF THE WORK IN A SAFE MANNER. IT SHALL BE THE NELSON DECISION OF THE CONTRACTOR TO DETERMINE THE APPROPRIATE STAGING Nelco Architecture, Inc. TO PROVIDE ACCESS TO THE WORK. THE CONTRACTOR SHALL PROVIDE ADEQUATE SUPERVISION AND MONITORING OF SCAFFOLD AND STAGING ERECTION. MONITOR POINTS OF ATTACHMENT TO THE EXISTING STRUCTURE AND DOCUMENT ANY DAMAGE DURING THE ERECTION PROCESS TO THE EXTERIOR COMPONENTS NOT IN THIS SCOPE OF WORK. AT COMPLETION OF WORK, REMEDIATE ANY DAMAGE RESULTING FROM THE INSTALLATION AND SECUREMENT OF THE STAGING AND SCAFFOLDING TO THE EXISTING UNDAMAGED CONDITIONS ESTABLISHED AT THE COMMENCEMENT OF WORK. 1200 Fifth Avenue THE CONTRACTOR SHALL DOCUMENT EXISTING CONDITIONS PRIOR TO Suite 1300 ERECTION OF STAGING/SCAFFOLDING. SUCH DOCUMENTATION SHALL BE Seattle, WA 98101 MAINTAINED IN THE JOB LOG AND A COPY FORWARDED TO THE CONSTRUCTION ADMINISTRATOR. 206.A08.8500 phone c. AS NECESSARY TO CARRY OUT THE WORK SPECIFIED WITHIN THIS www.NELSONww.com SCOPE, CAREFULLY REMOVE AND STORE FOR REINSTALLATION ANY EXTERIOR LANDSCAPING PLANTERS, FURNITURE, MECHANICAL EQUIPMENT, BICYCLE RACKS, BIBS, BRACKETS AND/OR SIMILAR ITEMS, EQUIPMENT AND APPURTENANCES. PROTECT ALL ADJACENT STRUCTURAL COMPONENTS FROM DAMAGE. AT COMPLETION OF WORK SPECIFIED IN THIS SCOPE, RESTORE ALL j'.D STORED COMPONENTS TO EXISTING CONDITIONS IN COMPLIANCE WITH � INDUSTRY STANDARDS AND APPLICABLE CODES. `ifL" d. PHASE STAGING AND WORK TO MINIMIZE IMPACTS ON EMPLOYEES W W W 00 DURING BUSINESS HOURS. MAINTAIN SAFE AND SECURE PEDESTRIAN 1(-7`� 00 ACCESS, COMPLYING WITH ALL REQUIREMENTS ESTABLISHED BY THE LOCAL AUTHORITIES. E. ENSURE WEATHER PROTECTION OF ALL EXPOSED q: GoCODE REPAIRS AND ADJACENT WATER SENSITIVE COMPONENTS. AT ALL TIMES, PROVIDE SUFFICIENT WEATHER PROTECTION AND W Q (� SAFETY EQUIPMENT TO PROTECT ONGOING AND FINISHED WORK. THE CONTRACTOR SHALL PROVIDE A SAFE WORKING ENVIRONMENT. LLB e. PROTECT ALL INTERIORS AND EXTERIOR COMPONENTS NOT IN SCOPE OF WORK, AS NECESSARY TO CONDUCT THE SPECIFIED CONSTRUCTION rf- W ,Q ACTIVITIES. .7 O f. INSTITUTE DAILY AND FINAL SITE CLEANUP. AT COMPLETION OF WORK, CLEAN ALL WINDOWS AND DOORS AFFECTED BY CONSTRUCTION DUST AND ` a: Z DEBRIS AND ENSURE WEEP HOLES AT THE BRICK WALL REMAIN OPEN AND �r+""� W d CLEAR. PROPERLY AND REGULARLY DISPOSE OF ALL DEMOLITION AND 0 NON -DEMOLITION MATERIALS AND DEBRIS. DUMPSTER SHALL BE LOCATED D ONLY WHERE APPROVED BY THE OWNER'S REPRESENTATIVE. ® cmg. AT ALL TIMES DURING THE PERIOD OF WORK, ENSURE THERE IS W � ADEQUATE ACCESS/EGRESS FROM HABITED SECTIONS OF THE STRUCTURE TO MEET CURRENT FIRE CODE REQUIREMENTS WITHIN THE JURISDICTION. h. ENSURE ALL MATERIAL TRANSITIONS AND CHANGES IN PLANE ARE SEALED AND/OR FLASHED IN COMPLIANCE WITH PROVIDED DETAILS AND MANUFACTURER'S WRITTEN/ PUBLISHED INSTRUCTIONS. CONTRACTOR SHALL PROMPTLY ADVISE THE CONSTRUCTION ADMINISTRATOR OF ANY SUCH CONSULTANT TRANSITION FOR WHICH A TYPICAL DETAIL HAS NOT BEEN PROVIDED. KEY NOTES: 4... 1. EXISTING ENTRANCE/EXIT TO REMAIN, TYP. 2, NOT USED 3. EXISTING COLUMN TO REMAIN, TYP. 4. EXISTING DOCK -HIGH OVERHEAD DOOR TO REMAIN, TYP. - 10194 5. EXISTING EXTERIOR STAIR TO REMAIN, TYP RE TTRED AR HITECT 6. EXISTING PARKING STALLS TO REMAIN, TYP 7, EXISTING CONCRETE SIDEWALK AM EG STATE OF WAS UN TON 8. EXISTING ELEVATIONS TO RECEIVE NEW CLADDING OVER EXISTING CONCRETE FINISH 9. EXISTING VEGETATION, TYP. Submittals/Revisions: PERMIT SUBMITTAL 06/19/2019 LEGEND: ELEVATIONS INCLUDED IN THIS PERMIT REVIEWED FOR CODE COMPLIANCE APPROVED JUL`09 2019 City ofTukwita BUILDING DIVISION Sheet Title: ARCHITECTURAL SITE/ EGRESS/WAREHOUSE PLAN RECEIVED Date: 05/02/19 CITY OF TUKWILA Design: JUN 20 2019 Drawn: PERMIT CENTER Project No: 19.0001746.000 Approved: AS Building No: Sheet No: A0.1. COPYRIGHT NELSON 2019 C �. • • p�t11r�q��/,�1C61LI DEMOLITION - NORTH ELEVATION 3 1/81, = 1'-0" DEMOLITION -SOUTH ELEVATION 1/8„ 1,_o" GENERAL NOTES: 1. ALL EXISTING BUILDING COLUMNS, EXTERIOR WALLS AND STRUCTURAL MEMBERS TO REMAIN, LION. CONSTRUCTION WORK IS LIMITED TO INSTALLATION OF NEW CLADDING SYSTEM OVER EXISTING FINISHED CONCRETE PANELS LION; PROJECT SPECIFIC DEMOLITION INTENT IS DEFINED AS, 1.1. EXTERIOR WINDOWS TO REMAIN 1.2. DOORS, DOOR FRAMES & DOOR CASING TO REMAIN 1.3. DOOR HARDWARE TO REMAIN 1.4. EXTERIOR SIGNAGE TO BE REMOVED, TEMPORARILY STORED ON SITE, AND REINSTALLED AT SAME LOCATIONS, LION; G.C. TO COORDINATE SCHEDULE AND STAGING WITH OWNER 1.5. PART OF EXTERIOR STAIRS AND RAILINGS TO BE REMOVED AS REQUIRED FOR NEW CLADDING INSTALLATION, STORED ON SITE AND REINSTALLED AT SAME LOCATIONS; G.C. TO COORDINATE SCHEDULE AND STAGING WITH OWNER. 2. CONTRACTORS SHALL BE RESPONSIBLE FOR PATCHING AND/OR REPAIRING ANY DAMAGE CAUSED BY HIM OR HIS SUBCONTRACTORS TO ALL SURFACES AFFECTED BY DEMOLITION. REFINISH TO MATCH ADJACENT FINISH, OR AS NOTED HEREIN. 3. OBTAIN DEMOLITION PERMITS AND INCLUDE ALL COSTS OF SAME IN CONTRACT PRICE. 4. FURNISH ALL LABOR AND MATERIALS/EQUIPMENT TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED. CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL DEBRIS. 5. CONTRACTOR SHALL KEEP CONSTRUCTION AREA FREE OF DUST AND DEBRIS FOR THE DURATION OF CONSTRUCTION. 6. 1F ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE POINT IN QUESTION WITH DESIGNER BEFORE PROCEEDING. 7. REMOVE ALL ABANDONED ELECTRICAL CONDUIT, CABLING BACKBOARD AND EQUIPMENT. B. AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION AREA(S) SHALL BE LEFT IN "BROOM CLEAN" CONDITION. ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED. 9. IN ADDITION TO SPECIFIC DEMOLITION SCOPE IDENTIFIED, PERFORM MISCELLANEOUS DEMOU11ON AS REQUIRED TO SUPPORT NEW CONSTRUCTION. COORDINATE EXTENT OF DEMOLITION WITH NEW WORK INDICATED ON THE FOLLOWING DRAWINGS. 10. NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM BOX OR SIMILAR DEVICE, INCLUDING THE ASSOCIATED WIRING SHALL BE DAMAGED DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION. RELOCATION OF SMOKE DETECTORS, PUBLIC ADDRESS SPEAKERS AND FIRE ALARM EQUIPMENT, NECESSITATED BY NEW CONSTRUCTION, SHALL BE ACCOMPLISHED AS A FIRST PRIORITY, AND PER THE PLANS. NO ACTIVE SMOKE DETECTOR SHALL BE PERMANENTLY COVERED OR OTHERWISE REMOVED OR USED FOR OTHER THAN ITS INTENDED PURPOSE. REMOVE TEMPORARY COVERS DAILY. 11. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TO DATA/COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH OWNER AND DESIGNER. 12. SCHEDULES FOR REQUIRED TEMPORARY REMOVAL OF ANY EQUIPMENT, DEVICES, FIXTURES OR SIGNAGE IN WORK AREAS SHALL BE COORDINATED WITH OWNER 13. COORDINATE LOCATION FOR STORAGE OF TEMPORARY REMOVED OWNER'S ITEMS WITH OWNER KEY NOTES: O 1. SOFFIT -MOUNTED LIGHT FIXTURES TO BE REMOVED, IF NECESSARY FOR CLADDING INSTALLATION, AND STORED FOR REINSTALLATION, 2. ELEMENT/ AREA NOT IN SCOPE 3. SURFACE TO BE EXAMINED, ANY CRACKS TO BE REPAIRED; SURFACE TO BE CLEANED AFTER NECESSARY REPAIRS ARE COMPLETED, TYP. 4. SURFACE TO BE CLEANED AND SMOOTHED -OUT AS REQUIRED TO RECEIVE FURRING STRIPS FOR FLAT, IN -PLANE CLADDING INSTALLATION, TYP. 5. PORT PLASTICS SIGN TO BE REMOVED AND STORED FOR REINSTALLATION 6. WINDOWS AND STOREFRONTS TO REMAIN, TYP.; G.C. TO PROTECT GLAZED AREAS DURING CONSTRUCTION. 7. DECORATIVE WALL RIBS TO BE CLEANED AS REQUIRED 8. NEW OPENING IN EXISTING PANEL TO MATCH EXISTING WINDOW OPENINGS IN SIZE; THE NEW OPENING SHALL BE CUT BETWEEN THE FLAT SECTIONS OF CONCRETE AND BE NO LARGER THAN 4' X 5' THE SAWCUT CORNERS SHALL NOT BE OVERCUT; GC TO FIELD -VERIFY EXISTING CONDITIONS 9. SPANDRELS SURFACE TO BE CLEANED AS REQUIRED 10. WAREHOUSE STAIR (N.LC) IN FRONT OF ELEVATION; PARTS OF STAIRS AND RAILINGS BLOCKING THE AREA OF WORK TO BE DISASSEMBLED AND STORED ON SITE FOR REINSTALLATION; COORDINATE SEQUENCE AND SCHEDULE W/ OWNER; ENSURE BUILDING EXITING CODE COMPLIANCE DURING PROCESS. Lift Partners NELSOK Nelco Architecture, Inc. 1200 Fifth Avenue Suite 1300 Seattle, WA 98101 206.408.8500 phone www.NELSONww.com VJ Q En W W <t W 000 0 ir 00 CC QL Q nn 1�1 - O > O J _ CC ;z 2 O < W CONSULTANT 10194 RE TE RED HITECT AM EG L STATE OF WAS N TON' Submittals/Revisions: PERMIT SUBMITTAL 06/19/2019 6' -0" 4' 0" 2'-0" PROPOSED WEST ELEVATION V.�.F. 4'-0" 4'-0" V.I.F V.I.F. 4'-0" 6'-C' 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 6'-0" �4'-0' �4'-O" V.I.F. V.ILF. 3'-5" 3'-1I1" 3'-5" V.I.F. 2'-0" 2'-0" 2'-0» 2'-0„ L 2'-0„ PROPOSED SOUTH ELEVATION V ; • 1. CONTRACTOR TO FIELD VERIFY EXISTING STRUCTURE AND ALL DIMENSIONS AND INFORM ARCHITECT OF ANY DISCREPANCIES. 2. INSPECT THE EXISTING EXTERIOR PANNEL CONDITIONS; REPAIR ANY CRACKS BEFORE PROCEEDING WITH REFURFACING. 3. INSPECT ALL WINDOW FLASHING AND CAULKING AND REPLACE ANY DAMAGED OR MISSING WITH LIKE. KIND. 4. INSTALL 24 GA G-90 GALV. KYNAR 50D COATED BASE WALL FLASHING AT BASE OF ALL NEW CLADDING. 5. INSTALL NEW PANEL SIDING IN ACCORDANCE WITH THE PROJECT DETAILS AND MANUFACTURER'S CURRENT INSTALLATION INSTRUCTIONS AND BULLETINS. PANELS FIELD CUTS SHALL BE PRIMED PRIOR TO INSTALLATION. PANEL SIDING SHALL BE AEP SPAN FLUSH PANEL OR APPROVED EQUAL. 6. METAL TRIM SHALL BE BY AEP SPAN 24 GA PREFINISHED METAL AS APPROVED BY MANUFACTURER AND AS SHOWN ON PROJECT DOCUMENTS. 7. NEW SLOPED METAL PARAPET CAP FLASHING: COPING CAP TO BE 24 GAUGE, G-90 GALVANIZED, KYNAR 500 COATED. ATTACHMENT CLEAT TO BE 22 GAUGE GALVANIZED METAL. SECURE WITH STAINLESS STEEL FASTENERS IN STRICT ACCORDANCE WITH SMACNA 7TH EDITION. COLOR AS SCHEDULED SUBMIT SHOP DRAWINGS TO ARCHITECT PRIOR TO INSTALLATION. KEY NOTES: O 1. NEW 24 GA PREFINISHED AEP SPAN FLUSH METAL PANEL, TYP. SEE DETAILS ON SHEET A/A8.1 2. PANELS COLOR - SEE FINISH LEGEND 3. METAL COPING, COLOR TBD. 4. NEW WINDOW; GC TO EXAMINE EXISTING WINDOWS ON -SITE AND PROVIDE FRAME AND GLAZING TO MATCH/ BE SIMILAR TO EXISTING AS FEASIBLE; 5. REINSTALL PORT PLASTICS SIGNAGE COLOR/ FINISH LEGEND: PANEL COLOR - AEP SPAN MIDNIGHT BRONZE - PT-1 PANEL COLOR - AEP SPAN ZINK GRAY PT-2 PANEL COLOR - AEP SPAN COOL PARCHMENT PT-3 PANEL COLOR - AEP SPAN REGAL WHITE PT-4 METAL COPING AND ALL METAL TRIM AEP SPAN "TBD" PT-5 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 09 2o19 City Of Tukwila BUILDING DIVISION nECF.IVEt) CITY OF TUKWILA JUN 20 2019 PERMIT CENTER Lift Partners NELSOR Nelco Architecture, Inc. 1200 Fifth Avenue Suite 1300 Seattle, WA 98101 206.408.8500 phone www.NE:LSONww.com 11 1 ED -n .• . • •s IL 1 r' 0 CC z se • r• Cm CONSULTANT {' 10194 REC TER ED 1� H#TECT RM EG L STATE OF WAS N TON Submittals/Revisions: PERMIT SUBMITTAL 06/19 2019 Sheet Title: EXTERIOR ELEVATIONS & DETAILS Date: 05/02/19 Design: Drawn: Project No: 19.0001746.000 Approved: AS Building No: - Sheet No: AW COPYRIGHT NELSON 2019 3/8"0 SIMPSON STRONG BOLT 0 24" O.C.; EMBED 7/6', TYP. GENERAL NOTES: T (2) ROWS #10 SCREWS 0 24" O.C., TYP. AT VERT. NAILERS (3) #10 SCREWS STAGGERED, TIP. AT ALL HORIZ. WOOD FURRING, TYP. (2) TREATED 2X6 VERT. WOOD NAIL TREATED 2X4 HORIZ. WOOD NAILER ,a d od a a 4 A4 L J 4 A8.1 WALL SECTION AT EXIST. WINDOWS TYP. WALL SECTION (A) - ENLARGED l WALL • WALL SECTION AT CANOPY / 1/2• = 1'-0" 4 A8.1 1. SEE NOTES ON SHEET 3.0 2. ALL EXISTING CONDITIONS TO BE FIELD -VERIFIED PRIOR TO COMMENCEMENT OF WORK, TYP. 3. ALL DIMENSIONS TO BE FIELD -VERIFIED, TYP. KEYNOTES: 0 1. EXISTING WINDOWS TO REMAIN 2. NEW WINDOW OPENING 3. NEW WINDOW FRAME AND GLAZING TO MATCH EXISTING IN APPEARANCE, U-0.38 MAX. FOR METAL FRAMING OR U-0.30 MAX FOR NONMETAL FRAMING 4, NEW PREFINISHED 24 GA AEP SPAN METAL FLUSH PANEL OVER EXISTING CONCRETE WITH EXPOSED AGGREGATE; COLOR PER ELEVATIONS 5. EXISTING ENTRY CANOPY TO REMAIN 6. NEW 24 GA PREFINISHED METAL COPING CAP BY AEP SPAN; COLOR T.B.D. 7. EXISTING GWB FRAMING ON INTERIOR — NOT IN SCOPE OF THIS PROJECT, 8, EXISTING CONCRETE PANEL WALL W/ EXPOSED AGGREGATE FINISH 9. EXISTING ROOFING ASSEMBLY NOT IN SCOPE OF THIS PROJECT 10. HORIZ. 2X4 TREATED WOOD FURRING, TYP. 11. VERT. 2X6 TREATED WOOD FURRING, TYP. 12. G.C. TO FIELD —VERIFY WIDTH OF AREAS W/OUT EXPOSED AGGREGATE FINISH PRIOR TO ORDERING TREATED WOOD NAILERS 13. EXISTING STAIR AND RAILINGS; GC TO COORDINATE W/ OWNER, IF TEMPORARY REMOVAL OF BOTTOM FLIGHT IS REQUIRED FOR PANEL INSTALLATION; SEE GENERAL NOTES ON A3.0. ENSURE BUILDING CODE COMPLIANT EXITING MAINTAINED AT ALL TIMES, WHEN OCCUPANTS PRESENT IN THE BUILDING REVIEWED FOR CODE COMPLIANCE APPROVED JUL 09 2o19 City Of Tukwila BUILDING DIVISION Lift 'Partners NELSON Nelco Architecture, Inc. 1200 Fifth Avenue Suite 1300 Seattle, WA 98101 206.408.8500 phone www.NELSONww.com to �♦ < Co 1 .• ,,_ 00 • 0 0 i •_ • CC 0 1° • CONSULTANT 10194T �� h - . STAT Submittals/Revisions: PERMIT SUBMITTAL 06/19/2019 Sheet Title: WALL SECTIONS Date: 05/02/19 Design: Drawn: Project No: 19,0001746.000 Approved: AS Building No: Sheet No: A41 COPYRIGHT NELSON 2019 FIELD -VERIFY WIDTH OF EXIST. FLAT SURFACE FOR CORRECT WOOD NAILER SIZE, TYP. SEALING WASHER OR RIVET AT If 0-C. MAXIMUM, AEP SPAN 24 GA PREFINISHED METAL TRIM, ATTACH WITH STAINLESS STEEL FASTENERS, TYP.- \ (2) ROW3 #10 SCREWS @ 24" O.C., TYP. AT ERT. NAILERS AEP SPAN METAL PANELS; FASTEN PANELS PER MANUFACTURER'S PUBLISHED' INSTALLATION NSTRUCTIONSS (2) TREATED 2X VERT. WOOD NAILERS � (2) ROWS #10 SCREWS 0 24" O.C., TREATED WD. BLOCKING; TYP. AT VERT. NAILERS SLOPE 1:12 MIN. 24 GA PREFINISHED METAL COPING CAP PER AEP SPAN, COLOR - TBD c T NON -SKINNING -='= EXIST. WALL/ COLUMN; GC TO BUTYL SEALANT �^ FASTEN CLEAT W/SEALING WASHER - EXAMINE WALL CONDITION, OR RIVET AT If O.C. MAXIMUM PATCH AS REQUIRED INSTALL LIQUID APPLIED THRU-WALL 22 GA GALV. METAL CLEAT t WATERPROOFING OVER ENTIRE COPING CAP ( CONC. SURFACE ATTACHMENT ! ! - iC as EXISTING PARAPET ---SEALANT AND BACKER ROD ! > I (2) VERTICAL TRTD. 2X6 NAILING STRIP, SHIM AS REQUIRED FOR PLUMB AND LEVEL SURFACE VERT. Z-CLIP s i i I i HAT CHANNEL OVER 2X4 TREATED WD. NAILER i 2X4 HORIZ. NAILER; KERF 24" 1zOC FOR DRAINAGE, TYP. (2) 2X TREATED VERT. WOOD NAILERS ' a i HORIZ. GALV. METAL FURRING AEP SPAN 24 GA PREFINISHED METAL TRIM, CHANNEL j ATTACH WITH STAINLESS STEEL FASTENERS, TYP. SEALANT i EXISTING WINDOW TO REMAIN, TYP. ( a I ; AEP SPAN FLUSH METAL PANEL, SEE ELEVATIONS FOR COLORS 3/874 SIMPSON STRONG BOLT ® v i 24" O.C.: EMBED 7/8", TYP, EXIST. WINDOW JAMB m COL. PARAPET DETAIL 1 1/2" = 1'-0" 1 1/2" = 1'-0" (2) ROWS #10 SCREWS 0 24 O.C., TYP. AT VERT. NAILERS — 3/8'0 SIMPSON STRONG BOLT 0 24" O.C.; EMBED 7/8", TYP. — AEP SPAN 24 GA PREFINISHED METAL TRIM, ATTACH WITH STAINLESS STEEL FASTENERS, TYP. AEP SPAN METAL PANELS; FASTEN PANELS PER MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS (2) TREATED 2X VERT. WOOD NAILERS - 7 7 EXISTING CANOPY TO REMAIN U EXIST. EXPOSED AGGREGATE FINISH SEALANT AND BACKER ROD TO 'REMAIN _ _- PREFINISHED METAL TRIM; FASTEN TO VERTICAL NAILERS THROUGH - - ( BUTYL SEALANT r HORIZ. GALV. METAL FURRING CHANNEL 2X4 HORIZ. NAILER: 3/8 B SIMPSON STRONG BOLT 0---------- -- --- �i KERF 24" OC FOR /NIIINIOI TO MATCH EXISTING 2e O.C.; EMBED 7/8", TYP. ! ,I DRAINAGE, TYP. EXIST, EXPOSED AGGREGATE FINISH TO i �? FRAME EXISTING INTERIOR WALL APPLY LIQUID OR SELF -ADHERED REMAIN (2) VERTICAL TRTD. 2X6 AROUND NEW OPENING WATERPROOFING AT WINDOW ROUGH OPENING, EXISTING WINDOW TO REMAIN NAILING STRIPS TYP. 0 NEW WINDOW NEW WINDOW JAMB DETAIL _-7-�EXIST. WINDOW JAMB DETAIL SECTION ENTRY CANOPY I 1 1/2" = 1'-O" 1 1/2" = 1'-0" v 1 1/2" = 1'-O" EXIST. WALL TO REMAIN: GC ' _ EXIST. WALL TO REMAIN GC jj EXIST. WALL; GC TO EXAMINE (2) VERTICAL TREATED. TO EXAMINE WALL CONDITION,!, 2X6 NAILING STRIPS TO EXAMINE WALL CONDITION I WALL CONDITION, PATCH AS ,, PATCH AS REQUIRED INSTALL PATCH AS REQUIRED WALL l r REQUIRED INSTALL LIQUID LIQUID APPLIED C . 2X4 HORIZ. + NAILER; KERF LIQUID APPLIED t APPLIED WATERPROOFING OVER WATERPROOFING OVER ENTIRE! 24 OC FOR DRAINAGE WATERPROOFING OVER ENTIRE '' (2) VERTICAL TREATED- ENTIRE GONG SURFACE CONC. SURFACE 1 CONC. SURFACE t 1 - 2X6 NAILING STRIPS ` 7/9' FURRING CHANNEL ' (2) ROWS #10 SCREWS 0 24" O.C., EXIST. INTERIOR 2X4 HORIZ- NAILER; KERF EXIST. INTERIOR ° I TYP. AT VERT. HAILERS FRAMED WALL 24" OC FOR DRAINAGE I AEP SPAN METAL FRAMED WALL 3/8"0 SIMPSON STRONG BOLT 0 8 , TYP. � = PANELS; FASTEN PANELS � 7/8" FURRING CHANNEL 24" O.C.; EMBED 7 - -- / PER MANUFACTURER'S a CLOSED CELL BACKER FRAME EXISTING 1 PUBLISHED .INSTALLATION-. i-%— —�- AEP SPAN METAL 1 INSTRUCTIONS INTERIOR WALL PER MAN PANELS; FASTEN PANELS ROD AND SEALANT AROUND NEW OPENING PUBLISHEDF N ALLATION { SEALING WASHER ' ,i INSTRUCTIONS OR RIVET AT 12" O.C. MAXIMUM SELF -ADHERED i` VERT. Z-CLIP FLASHING STRIP OVER SELF -ADHERED METAL FLASHING i ! I i FLASHING STRIP OVER APPLY LIQUID OR METAL FLASHING (2) TREATED 2X VERT. _ INSIDE CLOSURE;_-' WOOD HAILERS SELF -ADHERED FLASHING - SECURE WJ SEALANT ��_ AT NEW WINDOW ROUGH i INSIDE CLOSURE; { AEP SPAN METAL PANELS ON HOR — OPENING EVIED FOR 24 GA MIN. HEAD i j SECURE W/ SEALANT i n CHANNEL; FASTEN PANELS PER FLASHING;'FASTEN MANUFACTURER'S PUBLISHED INST E COMPLIANCE NEW WINDOW TO VERT- LEG TO EXISTING EXISTING WINDOW ' ( j 24 GA MIN. HEAD INSTRUCTIONS APPROVED MATCH EXISTING WALL THROUGH TO REMAIN, TYP. ) FLASHING; FASTEN NON -SKINNING BUM VERT. LEG TO EXISTING JUL 09 2019 SEALANT/ TAPE ( WALL THROUGH NON —SKINNING BUTYL (I sEALANr/ TAPE City of Tu kwila NEW WINDOW HEAD DETAIL EXIST. WINDOW HEAD DETAIL SEND WALL PLAN DETAIL BUILDING DIVISION IV 1 1/2" = 1'-O" V 1 1/2" = V-0" G 1 1/2" NEW WINDOW 24 GA PREFINISHED TO MATCH EXIST.; ALIGN ! WINDOW SILL PAN W/ ; SEALANT INSTALL TRTD. 2X6 VERTICALLY; DRIP EDGE; SLOPE EXISTING WINDOW VERTICAL PLANE WJ PREP EXISTING SURF CE TO BE IQ Lift Partners NELSON Nelco Architedure, Inc. 1200 Fifth Avenue Suite 1300 Seattle, WA 98101 206.408.8500 phone www.NELSONww.com �` •r . • • r rr CC • i •r CONSULTANT 10194 RE TERED AR HITECT AM EG L STATE OF WAS i1N TON SubmittoIs/Revisions: PERMIT SUBMITTAL 06119 2019 I ` TO REMAIN, TYP. SLOPE METAL SILL A PiECF.iVEiA EXISTING WINDOWS I 1'/FT AWAY FROM WINDOW LEVEL AND PLUMB SPAN GAP UNDER H Ii KERF BLOCKING FOR MOISTURE CITY OF Ttih',VELA WINDOW W/ 2X TREATED a t I INSIDE CLOSURE, SEALANT i -! WD. BLOCKING FOR SILL 1 L \ I SECURE W/ SEALANT RELEASE TUN 20019 SLOPE FLASHING SUPPORT ATTACH WINDOW �- �� FLASHING TO EXIST. I" j 24 GA PREFINISHED I '� ( ENTER } J AEP SPAN METAL FLUSH PANELS; FASTEN �E�r CENTER FRAME EXISTING INTERIOR WALL THROUGH i ( WINDOW SILL FLASHING OWALL PENING AROUND NEW i BUTYL TAPE '! 1`'fi / ; W/ DRIP EDGE; SLOPE i PANELS PER MANUFACTURER'S t"/FT PUBLISHED INSTALLATION INSTRUCTIONS G.G. NOTE: SPAN GAP UNDER Sheet Title: INSTALL SILL PAN OVER SPAN GAP UNDER EXAMINE WINDOW SEAL AT !! I SEIDE ALANTLOSURE; SECURE W/ EXTERIOR DETAILS i LIQUID FLASHING AND ON G WINDOW W/ 2X TREATED PERIMETER; REPAIR AS 4" ! / WINDOW W/ 2X TREATED FULL BED OF SEALANT WD. BLOCKING FOR SILL REQUIRED; — I WD. BLOCKING FOR SILL FLASHING SUPPORT INFILL WINDOW ) FLASHING SUPPORT MIN. 24 GA CORROSION RESISTANT NICHE TO ALIGN i PREFINISHED METAL FLASHING; DO NOT Date: O5 02 19 2X4 HORIZ. NAILER; KERF APPLY SEALANT BEAD BETWEEN FLASHING 24" OC FOR DRAINAGE WJ OVERALL WALL AND SIDING; ATTACH 4" MIN VERT. LEG TO 7/8 FURRING CHANNEL 7/8' FURRING CHANNEL PLANE ' �� CONG. PANEL THROUGH NON -SKINNING g I Desi n: EXIST. WALL TO REMAIN; GC {3) #IOsSCREWS EXIST, WALL TO REMAIN; GC .1 a {3) #10 SCREWS o o BUTYL TAPE AND SEAL ON TOP. TO EXAMINE WALL CONDITION STAGGERED, TYP. AT TO EXAMINE WALL CONDITION, `"' STAGGERED, TYP. AT ALL d " z Drawn: ALL HORIZ. WOOD 1" MIN ABOVE CONCRETE / PATCH AS REQUIRED INSTALL PATCH AS REQUIRED INSTALL j I a HORIZ. WOOD FURRING z z IMPERMEABLE SURFACES LIQUID APPLIED FURRING LIQUID APPLIED 1.- g° WATERPROOFING OVER ENTIRE , WATERPROOFING OVER ENTIRE '. '' (2) VERTICAL TRTD. 2X6 i `--- - -- - Project No: 19.0001746.000 EXTERIOR CONC. SURF (2) VERTICAL TRTD. 2X6 EXTERIOR CONE SURFACE i NAILING STRIPS _--� (3) #10 SCREWS STAGGERED, TYP. AT NAILING STRIPS !� Vj ALL HORIZ. WOOD FURRING *• Approved: AS EXIST. INTERIOR 2X4 HORIZ. NAILER; EXIST. INTERIOR J ! °� 7/8 FURRING CHANNEL i �I it GRADE'= B 'Id N FRAMED WALL j; KERF 24" OC FOR FRAMED WALL V, DRAINAGE, TYP. —= 9 NEW WINDOW SILL DETAIL EXIST. WINDOW SILL DETAIL 1 WA - BASE DETAIL D" ul Ing O. Sheet No: A8.1- COPYRIGHT NELSON 2019 NOTE: COORDINATE FRAMING LOCATIONS WITH ARCHITECT 2 ROWS #tOx2Y2" SCREWS @ 24o.C. (E) P.C. PANEL TO FIRST STUD w/EXPOSED AGGREGATE 3'8" HAT CHANNEL I c w/#10 SCREWS SIDING PER ARCH. 2x4 P.T. D.F.#2 ® 36"o.c. MAX. w/2-#10 SCREWS MIN. EACH STUD — %"4 EXP. BOLT 24"o.c. THRU FIRST STUD (EMBED 2%") ADD 2-2x6 P.T. DF#2 FULL HEIGHT SECTION A-1.0 SCALE: %"=1'-0" I 9R.-n" A- 00 I ( I I I I � I I EXISTING CONCRETE SLAB I I � I I ( I I I 1 I I I I I 28'-0" 14'-0" 14'-0" I I L—— — -. GENERAL NOTES CODE: INTERNATIONAL BUILDING CODE, 2015 EDITION BUILDING RISK CATEGORY = H LIVE LOADS: UNIFORM LOADS: LOCATION LIVE LOAD REDUCIBLE ROOF 25 PSF (SNOW) NO WIND DESIGN INFORMATION: WIND LOADS ON THE MAIN WIND -FORCE RESISTING SYSTEM (MWFRS) WAS DETERMINED USING THE ENVELOPE PROCEDURE - WIND SPEED (BASED ON TABLE 1609.3.1 OF IBC 2015): Vult= 110 MPH Vasd= 85 MPH EXPOSURE"B" A= 1.00 Kzt=1.00 SEISMIC DESIGN INFORMATION: Ss-143.0% Sos=0.953 St = 53.3% SDI = 0.533 IE =1.0 SITE SOIL CLASS = D SEISMIC DESIGN CATEGORY = D ANCHORAGE TO CONCRETE: EXPANSION BOLTS INTO CONCRETE SHALL BE SIMPSON STRONG -BOLT 2 AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY, INC. SPECIAL INSPECTION AND INSTALLATION PER ICC-ES REPORT ESR-3037. ANCHORAGE SUBSTITUTIONS MUST BE APPROVED BY THE ENGINEER. ANCHORAGE SUBSTITUTION REQUESTS REQUIRE ADDITIONAL ENGINEERING SERVICES. FRAMING LIFER: REFERENCE DESIGN VALUES 2x, 3x, 4x MEMBERS...................................D.F.#2........... .................... .........Fb = 900 psi A- i 0 LUMBER NOT NOTED SHALL BE D.F. 42 OR BETTER. ALL GRADES SHALL CONFORM TO W WPA WESTERN LUMBER GRADING RULES - 2011 EDITION. ALL BOLTS HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH -(E) V-6" STANDARD CUT WASHERS EXCEPT AS NOTED FOR ANCHOR BOLTS UNDER STRUCTURAL. CONT. FIG. STEEL SECTION. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE (TYPO PRESSURE TREATED. MAXIMUM MOISTURE CONTENT 19%AT INSTALLATION FOR ALL LUMBER. SPECIAL INSPECTIONS: SPECIAL INSPECTIONS PER IBC SECTION 1705. A COPY OF ALL INSPECTION REPORTS AND TEST RESULTS FOR ALL REQUIRED INSPECTIONS SHALL BE SUBMITTED TO THE BUILDING ] DEPARTMENT, SHUTLER CONSULTING ENGINEERS, THE OWNER AND THE ARCHITECT BY THE TESTING AGENCY FOR REVIEW. THE TESTING AGENCY SHALL BE AN INDEPENDENT TESTING AGENCY APPROVED BY THE BUILDING DEPARTMENT. THE FOLLOWING INSPECTIONS SHALL P.C. BE PROVIDED AS A MINIMUM; ADDITIONAL INSPECTIONS AS REQUIRED BY THE BUILDING �(E) PANEL DEPARTMENT SHALL ALSO BE PERFORMED. 7013 SITE VISITS BY THE ENGINEER DO NOT (TYP.) CONSTTI'UTE AN OFFICIAL INSPECTION. SEE SPECIAL INSPECTION FREQUENCY TABLE ON THIS SHEET FOR BOTH ON SITE CONSTRUCTION AND OFF SITE FABRICATION. SPECIAL CONDITIONS: THE DRAWINGS INDICATE THE STRUCTURE IN ITS FINAL CONDITION. DURING CONSTRUCTION THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING, AND GUYING IN ACCORDANCE WITH SOUND PRACTICE AND ALL NATIONAL, STATE, AND LOCAL CODES. CONTRACTOR TO COORDINATE ALL TRADES AND VERIFY DIMENSIONS IN FIELD. OBTAIN ARCHITECT'S APPROVAL PRIOR TO ALL FIELD CHANGES, SEE ARCHITECTURAL DRAWINGS FOR ALL FLOOR AND WALL OPENING DIMENSIONS AND LOCATIONS, FLOOR AND WALL FINISHES, ETC. NO N PARTIAL FOUNDATION PLAN SCALE: Ys"=1'-O" NOTES: 1) VERIFY EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD. NOTIFY ARCHITECT AND ENGINEER OF DIFFERENCES. SPECIAL. INSPECTION PROGRAM - --- INSPECTION SERFNCE_D- VERIFICATION AND INSPECTION CONTfli'tiOUS PERIODIC REQL'1RID SPECIAL INSPECTIONS AND TEST OF CONCRETECONSTRUCTION TWE COiyTINtiOIIS PERIODIC _ R_EI+IItEVCPD — IBCREFEREIWE INSPECTIONS INSPECTIONS: �STANDARD 1 :,Inspect anchors post -installed in hardened concrete members. ACI318:17.82A a. Adhesive anchors installed at horizontally oruir azdly X ------- ---- inclined orientations to resist sustained tension loads 16.4ecbanicai anchors and adhesive anchors not defiaeed in. 4.n. X WOOD For Wind Espastrt•eCategory B,C, of Dand Seismic Design Cntegor;•C,D,E, or. F:. !(IBC 1705.11.1,1705122)_ 1. ;Nailing,bolting, anchoring and otherfastennrg ofe a, "eats iwfithia the main vvindfotce or seismicfome resisting system, X0) hrclud ng wood shear walls,: diaphragms. drag stints, a.:Special inspection. is not required for wood shear walls shearpanels and. diaphragms, including ;nailmg,boking anchoring and otherfastenmgtoothercomponentsofthemainnwdforeeor Isevmicfnrce resisting system wit ere the fastener spacing ofthe sheathing is morethan 4 ur. _ . _.. _...�_ . ; `on center.._.. I REQIJIRED SPECIAL INSPECTIONS OF ARCHITECTURAL COS'IPONE\TS CON'TL\'UOUS .PERIODIC ,E T\i SPECTIONS --- INSPECTIONS — I" Wind Exposure Category B, C, or D and Seismic Design Category D I?, or F. (IBC 1705.12 5) 1. Erection and fastening ofmofandurillcladdutg. — X For S eismic DesignCategory D, E, 1. !;Interior and eAeriornonbearing walls. X 2, 1 Interior and e.4erior veneer. i — X _ Special Inspection/Testing Progrwt\otes: 1. 'Tate special nispectorsh'allbea qualified person wino shall demonstrate competence to the satisfaction o£the Building 9fficialfor the type ,_.. _ _. rofinspectionslsted. ! 2.;Ifnecessary, the eoutraetorshall artwgen pre -construction ineetng wilt the Architect, EngineerBuilding, OffciaLTesting Agency to reviewtbe specr<almspection program' 3.:.Dmies ofthe Specinllnspectorhichtde, butamnot limited to: I - a. Observe the work for conformance with the approved permit plans mid spec£ications. Discrepericies sballbe broaght tothe attention of the Contrnetorforconection if r ncoi ected then to file attention oftlie Arcbitect, Eagiueer, and Building Official ;b. Issue hrspection Reports foreacb inspection to the Contractor,Architect,Engineer, mid Building Officmlas ammimnw Thereports shallbe ._ . —__ _. issued in. atimely Dimmer. i ,c. The Specialluspectorshall subunit afinal report stating wlietherthe voti:reqummgspectalmsae ctwI wasmspected,wyetttetthewodcwas completeaAm conformance with the approved plans and specifications, and whetberthe work was in conformance with any applicable workmanship provisions of the applicable code orstandard i 4. ('.Special inspections and [estm� regnhEmevts apply egimIly to allbrdderdesigued campove¢ts i '. 5.:Fabricators shall submit a certificate of compliance to the Buikting Official stating that_w-o_ri: was completed in accordance 4vith the approved — construction: documents. REVIEWED FOR CODE COMPLIANCE .—APPROVED `�' f''JUL`49 2099 City of TukvDIV1iil I BUILDING DIVISION iiECEIVED CITY nF Till'MILA Lift Partners ENELSON a chi t e e t s 1200 Fifth Avenue Suite 1300 Seattle, WA 98101 206.408.8500 phone w .cre ftarchitects.com •• •• q r •- • • • • • < . , 1 1 •• 4 CONSULTANT AMA= MM SHUTLER CONSULTING MWMMMM ENGINEERS Inc. 12503 Bel -Red Road, Suite 100 Beltevue, Washington 98005 (425) 450-4075 FAX: (425) 4504076 All rights reserved. No part of this document may be reproduced, in any form or by any means, without permission in writing from Shutter Consulting Engineers, Inc. 2019 Q ttego Digitally signed bpi IASH�s .yy by John oa Headland Date: �fsraeAi L`�G`aW 2019.07.02 09:12:15-0700' Submittals/Revision s: 72/2019 CITY COMMENTS Sheet Title:PART. PLAN SPECIAL INSPECTION & GENERAL NOTES Dote: 7/1 /2019