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Permit D10-294 - I-FLY SEATTLE - DEMOLITION
I -FLY SEATTLE DEMOLITION 349 TUKWILA PY D10 -294 City oftukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 0223000010 Address: 349 TUKWILA PY TUKW Suite No: Project Name: I -FLY SEATTLE - DEMOLITION DEVELOPMENT PERMIT Permit Number: D10 -294 Issue Date: 01/10/2011 Permit Expires On: 07/09/2011 Owner: Name: BETA HOLDINGS LTD Address: 18827 BOTHELL WAY NE , BOTHELL WA 98011 Contact Person: Name: DAVID FEY Address: 7730 LEARY WY , REDMOND WA 98052 Contractor: Name: RUSHFORTH CONSTRUCTION CO Address: 6021 12 ST E, SUITE 100 , TACOMA, WA 98424 Contractor License No: RUSHFC *305R1 Phone: 425 216 -0318 X311 Phone: 253 - 922 -1884 Expiration Date: 03/15/2011 DESCRIPTION OF WORK: DEMOLITION OF APPROXIMATELY 4,700 SF OF EXISTING SINGLE STORE RETAIL SPACE WITHIN 28,000 SF BUILDING. Value of Construction: $110,000.00 Fees Collected: $2,569.26 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2009 Type of Construction: IIB Occupancy per IBC: 0019 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N doc: IBC -7/10 010 -294 Printed: 01 -10 -2011 Permit Center Authorized Signature: • fl Date: OH /1 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: //f� .L >i5 -72 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Date: /4 /° aB // PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: AB construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 5: 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 be determined by the building inspector based on satisfactory completion of this requirement. 6: 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. 7: ** *FIRE DEPARTMENT CONDITIONS * ** 8: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 9: Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. 10: Fire Department access and existing hydrants shall be constantly maintained during demolition and construction. 11: Maintain coverage and operability of portable fire extinguishers, sprinkler systems and fire alarm systems during demolition and construction. 12: Per Tukwila Municipal Code a fire watch is required any time a fire sprinkler or fire alarm system is impaired. The fire watch shall be maintained until the system is restored. Contact the Tukwila Fire Prevention Bureau at 206 - 575 -4407 for detailed fire watch requirements. 13: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and doc: IBC -7/10 D10 -294 Printed: 01 -10 -2011 #2051) 14: Any overlooked hazardous condition an� violation of the adopted Fire or Building Co�does not imply approval of such condition or violation. 15: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 16: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 17: Contractor shall notify Public Works Project Inspector Mr. Dave Stuckle at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 18: Work affecting traffic flows shall be closely coordinated with the Public Works Project Inspector. 19: Any material spilled onto any street shall be cleaned up immediately. 20: No water meter relocation, installation of new RPPA w /in Hot Box, or utility work outside of the Building is allowed under this permit. doc: IBC -7/10 D10 -294 Printed: 01 -10 -2011 1 11 � �,U -f C'j 444-1_4-- CITY OF TUKVI014 Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: //www. ci. tkwila. wa. us Building Perto. Mechanical Permit No. No- 9-A,1 Plumbing/Gas Permit No. Public Works Permit No. Project No. pl/-031"Oli (For office use only) 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 i T Site Address: +)K-w (L-do.< Tenant Name: /-P91/ • King Co Assessor's Tax No.: Suite Number: ,r� q� New Tenant: Property Owners Name: /..-7.71- [�i ,� j 'c_- ,Zi3 Mailing Address: ` &q2-7 & ZzEtL 01' State Floor: ...Yes El.. No City // Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: /../ l0 tf Jr l,� Day Telephone:C4 v) Z! 62 `CSil // Mailing Address: 7 730 L.,�=79 a � 0N) 1/(//4- -Gg'0G-7-- State Zip 2& 09 dav/d'//e4ky City E -Mail Address: '. (c 41 Fax Number( GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: /���h2IP (�,)5/'c77'/ Mailing Address: i 22-/ /2 5YT 7%to (4 ggz4 Contact Person: City State Zip /5 - v� Day Telephone: Z73 ` 922 ' l&34- E -Mail Address: /1/ ��.1"y7 /2-05/9.8D2-77/' r7 CrM �1 Fax Number: 2553 Contractor Registration Number: 1/ 5/ F6 ' �i/ � / \�A Expiration Date: 3/2-7 /'2..c'/ ARCHITECT OF RECORD - All plans must be stamped by Architect of Record Company Name: Mailing Address: Contact Person: E -Mail Address: 77,o LerlXr City Day Telephon Fax Numbe W State ENGINEER OF RECORD - All plans must be stamped by Engineer of Record Company Name: J Ryt/',1v1) O4 sS Mailing Address: `2.-/12-4- ' a ` #1 Contact Person: L LAVE: '- E -Mail Address: &PS `! % H:\Applications\Forms- Applications On Line \2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh ity Day Telephon Fax Number: �� Sta/9"tt3- &�ee � `7z-fz- Page 1 of 6 BUILDING PERMIT INFORMATIO 206-431-3670 Valuation of Project (contractor's bid price): $ ` 0 ��a��� Existing Building Valuation: $ Scope of Work (please provide detailed information): Z)1 "1v Gl7ON £ Ni 7 Sr (9P rrsre.:...s.sr • Will there be new rack storage? ❑ ....Yes IgsNo If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below 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? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ 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 ata Sheets. 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. H:Wpplications\Forms- Applications On Line \2010 Applications17 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1s` Floor 2nd 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? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ 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 ata Sheets. 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. H:Wpplications\Forms- Applications On Line \2010 Applications17 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 PUBLIC WORKS PERMIT INFOBS TION - 206 - 433 -0179 Scope of Work (please provide detailed information): Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ .. Tukwila ❑ ...Water District #125 ❑ .. Water Availability Provided Sewer District ❑ .. Tukwila ❑ .. Sewer Use Certificate 0... Highline ❑,..Valley View . ❑...Renton ❑ ...Sewer Availability Provided 0... Renton .0... 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) ❑ .. Bond 0... Insurance 0... Easement(s) Proposed Activities (mark boxes that apply): ❑ .. Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - No Disturbance ❑ .. Construction/Excavation /Fill - Right -of -way ❑ Non Right -of -way ❑ .. Total Cut ❑ .. Total Fill ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water cubic yards cubic yards 0... Geotechnical Report 0... Maintenance Agreement(s) ❑ .. Traffic Impact Analysis ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) 0... Right-of-way Use - Profit for less than 72 hours 0... Right-of-way Use — Potential Disturbance 0... Work in Flood Zone 0... Storm Drainage 0... Abandon Septic Tank 0... Curb Cut 0... Pavement Cut 0... Looped Fire Line ❑ .. Permanent Water Meter Size.. ❑ .. Temporary Water Meter Size . ❑ .. Water Only Meter Size ❑ .. Sewer Main Extension Public ❑ .. Water Main Extension Public >> >> >> 0... Grease Interceptor 0... Channelization ❑...Trench Excavation ❑ ... Utility Undergrounding WO # WO # WO # ❑ .. Deduct Water Meter Size Private ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ .. Water ❑ .. Sewer ❑ .. 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 H:\Applications\Porms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 3 of 6 MECHANICAL PERMIT INFORMON — 206 -431 -3670 • MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... ❑ Replacement .... ❑ Fuel Type: Electric ❑ Gas.... ❑ Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: 0 -3 HP /100,000 BTU Qty Furnace<100K BTU Air Handling Unit >10,000 CFM Fire Damper Furnace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood /Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm/Ind H:\Applications\Fonns- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 4 of 6 PLUMBING AND GAS PIPING PERAINFORMATION — 206 - 431 -3670 1 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION -.0 me: - Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor Drain Shower, single head trap Lavatory Wash fountain Receptor, indirect waste Sinks Urinals Water Closet Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen ( >750 gallon capacity) Repair or alteration of water piping and/or water treatment equipment Repair or alteration of drainage or vent piping Medical gas piping system serving 1 -5 inlets/outlets for a specific gas Each additional medical gas inlets /outlets greater than 5 Backflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets H:\ Applications \Forms-Applicanons On Line \2010 Applicattons\7-2010 - Permit Application.doc Revised: 7 -2010 bh Page 5 of 6 1 PERMIT APPLICATION NOTES —i pplicable to all permits in this application 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 permit is issued within 180 days following ie date bf application shall expire by limitation. Building and Mechanical Permit 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). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I 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 OW ti O%% THO ' ZED AGENT: Signature: '1', Ilia Date: VA° t O Print Name: T y �/,,���� ,,, #'f Mailing Address: 30 lT�irt` ( t& l Date Application Accepted: t I to to Day TelephoneI42Si ( ( e tit- City State Zip Date Application Expires: d� H:Applications\Porms- Applications On Line\2010 Applications17 -2010 - Permit Application.doc Revised: 7-2010 bh Staff Initials: Page 6 of 6 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 0223000010 Address: 349 TUKWILA PY TUKW Suite No: Applicant: I -FLY SEATTLE - DEMOLITION RECEIPT Permit Number: D10-294 Status: APPROVED Applied Date: 11/01/2010 Issue Date: Receipt No.: R11 -00038 Initials: User ID: Payee: WER 1655 Payment Amount: $1,558.90 Payment Date: 01/10/2011 10:14 AM Balance: $0.00 SKY ENTERTAINMENT TRANSACTION LIST: Type Method Descriptio Amount Payment Check UNKNOWN 1,558.90 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $1,558.90 1,554.40 4.50 doc: Receiot -06 Printed: 01 -10 -2011 Cit,of Tukwila, • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: //www. ci. tukwila. wa. us SET RECEIPT Copy Reprinted on 11 -01 -2010 at 14:03:21 11/01/2010 RECEIPT NO: R10 -02206 Initials: JEM Payment Date: 11/01/2010 User ID: 1165 Total Payment: 12,826.91 Payee: SKY ENTERTAINMENT, LLC SET ID: S000001445 SET NAME: Temporary Set SET TRANSACTIONS: Set Member Amount D10 -294 1,010.36 D10 -295 4,361.05 D10 -296 7,455.50 TOTAL: 1,010.36 TRANSACTION LIST: Type Method Description Amount Payment Check 2018 12,826.91 TOTAL: 12, 826.91 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 12,826.91 TOTAL: 12,826.91 •:- .t..? • • v . • . . • • INSPEcTipt* RECORD Retain PERMIT NO. ain a copy with permit INSPECTION NO. • • CITY OF TU:KWILA BUILDING. DIVISION • • 636,0•5buthcenter Blvd., #100, Tukwila. WA 98188 ' (206) 431-3670 • Peri:nit Inspection Request Line (206) 431-2451 Project: • . '` '4 41 s_stfrag,,•40-itfel Type of Inspection: . A FA*4 AddresS : g.tL121 1 . zewl-4. Pur Date Called: . ,• 1 _t'l Special Instructions: ..., f ' -.., . . • . Date Wanted: • 401.--2 L-r / ,. p.m. Requester: . _ .. Phone No: . .2.0 4 ... 748 6 - icte-ild 1.• Al* oved.per applicable codes. COMMENTS: • In Corrections required .prior to approval. • it 41;4-- 44, ta"hielf. nspecto ' Date: -alt • SPECTION FEE R UIRED. Prior o next inspection f fee must be • • ,.:icl'at 6300 Southcent Blvd.. Suite, 00. Call to schedule reinspectionl • 1.41A-44,4•.Z.N.CSsr-••- •---; 76.21P.11=r•.;-' • .".11P-.1■0174=riErallie•glivoirtargecttlia... •riesarm.ladr.s;errariac •rwricsriel PC` INSPECTION RECORD II ffll Retain a copy with permit I-Dl 11 o ' 1 INSPECTION NO. PERMIT NO. fSA CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA .981.88 (206)431 -3670 P ojec � Type of Inspection `V I griefic vv �I tl/(a Date Called: ! j 1l fpeci ns ruction D e Wanted: p \ ., a.m. RequesterLA ` i ..1 A `r'I� Phone No: _ (12 Ti Q-- 5 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1 viidee( Inspector: 25 Date:, /21/,, El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be. paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD':. . Retain .a -c-,opy with permit INSPECTION 'N0. PERMIT NO. • CITY OF TUKWI.LA BUI.LDING:. .'•• DIVISION 6300 Southcenter„BI•d:;: #100; Tukwila: WA 981;88 (20.6)•43•1 -3670 Permit Inspection Request Line (206) 431 -2451" • Proiect: Typ of Inspection: - %/4 • Addressi� k Date Called: f( _ Special Instructions-: 0' :.... jut „„ -/./ i . • Date Wanted: m. % p.m. R quester: • . Phone -•o: 24 4 -7 eo - 0(05 Approved per,applicable codes. - D'Corrections required.prior to approval. . COMMENTS: c`!i_.- tus lee" _ . I)1• or 9._ 1 Ins ector: ` Date: REINSPECTIQN FEE REQUIRED..Prio . to next inspection; fee must be • paid at 6300 SSouthceriter Blvd., Suite 1.00 Calt to: schedule reinspection. • kagumeaSks • INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit Y PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 4L- Project: 1 -fl Y Sprinklers: Fire Alarm: - Type of Inspection: i frpt6 S. W int Monitor: Address: 3 y of T� k-i,,,I v. Suite #: ) �y Contact Pers n: N, C cr Special Instructions: . Phone No.: tic)-s-- 216— 63/g 31(. proved per applicable codes. Corrections required prior to approval. COMMENTS: c ( {, Needs Shift Inspection: Sprinklers: Fire Alarm: - Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 5-r-Z Date: //360/1 Hrs.: Mp $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 • Structural Calculations For: IFLY Indoor Skydiving "The Annex at Southcenter" 301 Tukwilla Parkway iFly Seattle Demolition Permit D10 -294 Correction Letter #1 Client: Jenson Fey Architecture and Planning 7730 Leary Way NE Redmond, WA, 98052 425 -216 -0318 r: SWENSON SAY FAGET E ._ _s_ A St RUC 1111441 tUGINCtItING CORFORA1IOti 2124 Third Avenue. Ste. loo Seattle, WA 98121 T 206. 443. 6212 F 206. 443.4870 .10 M C�1- 4711, i; ) IA] JAN 1 2 2011 5711) P !fl' c-rrot pp r BWL J,J& L oA DIN& DEA P Ltv3 Lo4.0S PL EN vr1 r E c it:. /GRovr1 P QE SER V/9 i !a r./ p t:' C LL = /00psF Lo ' g LL- ZS tSf FL 001,3, Z CUNC/Z n ECle = 3-7 Ps F F•RAMtNs = 6 PSF wACLs = /o PSF" MISc, _ 5 PST - --OTw L — , 8 P s F. SERYtcz DEC(c- L L = go PsF Ao 0C LL = 2.5 FF .. 1^ rra Project SWO A STBUCTURAENSL• FNGINEERING N SAY FACET CORPORATION Seattle: 2124 Third Avenue • Suite 100 • Seattle • WA 98121 Tel: '205.4,13.6212 Fax ?06.443.4870 -Tacoma: 934 Broadway • Sulle 100 • Tacoma • WA 98042 Tel: 253.284. 9470 Far: 253.284 • 9471 Zr.w2. PEoe - t PSF Fikfl M i/v G --- 6 P.sF Wu( CwtoPip l+Isc 5PsT J L T oriq P F PP /8 dl! Att -R V P-5 FRraM w6 = y Ps1-= 1N5ut_ 3 F t/ t S = Pc) Prr /tit er 5 Psi' i?t T °I4• - Z„6 F -.F C 4T v 4L-k nsr FRAp f,vc., 'i 6 PsF Vr 6.4 MIS( 1y PS" ►�L r3T,L r 36 PSi 3r.phdec4 DEre, 9 PS! FiM,+?t A/6 if PrF jr 14t�� f 5dsf , }� j q/3o/,0 Date Prot.NNo. �►` Design 1 of 9 sheet 4WENSON•SAYfAUT SSF 2124 Third Ave, Suite 100 Seattle, WA Title : iFly CMU Wall Footing Job # : 1340 -2009. Dsgnr: EBG Description_... Page: Date: NOV 12,2010 This Wall in File: c:ldocuments and settingstegibsonlmy do Retain Pro 9 ©1989 - 2009 Ver: 9.09 8119 Registration #: RP- 1125765 RP9.09 Licensed to: Swenson Say Faget Restrained Retaining Wall Design Code: IBC 2009 • Criteria Retained Height = 0.00 ft Wall height above soil = 10.00 ft Total Wall Height = 10.00 ft Top Support Height = 10.00 ft Slope Behind Wall = 0.00: 1 Height of Soil over Toe = 8.10 in Water height over heel = 0,0 ft Surcharge Loads Surcharge Over Heel = 0.0 psf » >Used To Resist Sliding & Overtuming Surcharge Over Toe = 0.0 psf Used for Sliding & Overtuming Axial Load Applied to Stem Axial Dead Load = 455.0 ibs Axial Live Load = 875.0 Ibs Axial Load Eccentricity = 7.0 in Earth Pressure Seismic Load 1 Soil Data Allow Soil Bearing Equivalent Fluid Pressure Heel Active Pressure Toe Active Pressure Passive Pressure Soil Density Footing))Soii Frictior Soil height to ignore for passive pressure 1 = 2,000.0 psf Method • 55:0 psf /ft ▪ 55.0 psf/ft • 350.0 psr/ft = 110.00 pct 0.400 12.00 in l Uniform Lateral Load Applied to Stem q Lateral Load = 0.0 Wit ...Height to Top = 0.00 ft ...Height to Bottom = 0.00 ft The above lateral load has been increased 1.00 by a factor of Wind on Exposed Stem = Kh Soil Density Multiplier = Stem Weight Seismic Load Fp /Wp Weight Multiplier Design Summary Total Bearing Load = 2.733 Ibs ...resultant ecc. = 5.43 in Soil Pressure @ Toe = 86 psf Soil Pressure @ Heel = 1,736 psf Allowable = 2.000 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 114 psf ACI Factored @ Heel = 2,306 psf Footing Shear @ Toe Footing Shear @ Heel Allowable Reaction at Top = Reaction at Bottom = 0.0 psf 0.200 g Thumbnail Adjacent Footing Load II Adjacent Footing Load = 0.0 Ibs Footing Width = 0.00 ft Eccentricity = 0.00 in Wall to Fig CL Dist = 0.00 ft Footing Type Line Load Base Above /Below Soil at Back of Wail = 0.0 ft Poisson's Ratio Added seismic per unit area = 0.000 g Added seismic per unit area Masonry Stem Construction Thickness = 8.00 in fm Wall Weigh' = 78.0 psf Fs OK Stem is FIXED to top of footing OK Block Type = Medium Weight Design Method = ASD Solid Grouted @ Top Support Stem OK Design Height Above Ftg = 10.00 ft Rebar Size = # 5 Rebar Spacing = 8.00 in Rebar Placed at = Center Rebar Depth 'd' = 3.75 in Design Data fb /FB + fa/Fa Moment....Actua Moment.....Allowable Shear Force @ this height Shear Actual ShearAllowable 16.0 psi OK 0.0 psi OK 94.9 psi 116.4 Ibs 156.4 Ibs Sliding Calcs Slab Resists All Sliding ! Lateral Sliding Force = 156.4 Ibs Load Factors Building Code Dead Load Live Load Earth, H Wind, W Seismic, E = 1,500 psi = 24,000,psi IBC 2009 1.200 1.600 1.600 1.600 1.000 Retain Pre Software 02099 HBA Publications, Inc. AU Rights Reserved 0.300 Short Term Factor = Equiv. Solid Thick. _ n Ratio (Es/Em) = Mmax Between Top & Base 0.0 psf 0.0 psf 1 1.000 7.600 in 21.481 @ Base of Wall Stem OK Stem OK 0.00 fl 0.00 ft # 5 # 5 8.00 in 8.00 in Center Edge 3.75 in 5.25 in 0.553 = 775.8 ft-# • 1,404.1 ft-# ▪ 116.41bs ▪ 2.47 psi 38.73 psi 0.278 390.6 ft -# 1,404.1 ft-# Rebar Lap Required = 25.00 in 25.00 in Hooked embedment into footing (w/ stress level reduction) Other Acceptable' Sizes & Spacings: Toe: # 5 @ 8.00 in -or- Not req'd, Mu <.S • Fr Heel: # 5 @ 8.00 in -or- Not req'd, Mu < S • Fr Key: Slab Resists Sliding -or- Slab Resists Sliding - No Force on 0.157 390,6 ft-# 2,495.7 ft-# 128.9Ibs 1.92 psi 38.73 psi = 6.00 in Licensed to: Swenson Say Faget Seattle. WA 98121 • w we.Retair2bf.93m V&A Vi' SWENSONSAY FACET SSF 2124 Third Ave, Suite 100 Seattle, WA Title : iFly CMU Wail Footing Job # : 1340 -2009 Dsgnr: EBG Description.... Retain Pro 9 ©1989 - 2009 Ver: 9.09 8119 Registration #: RP- 1125765 RP9.09 Licensed to: Swenson Say Faget Page: Date: NOV 12,2010 This Wall in File: c:idocuments and settings%egibsonlmy do Restrained Retaining Wall Design Code: IBC 2009 Footing Strengths & Dimensions Toe Width Heet With Total Footing Width Footing Thickness Key Width Key Depth Key Distance from Toe 2.33 ft 0.67 3.00 = 12.00 in 0.00 in • 12.00 in • 0.00 ft rc = . 4,000 psi Fy = 60,000 psi Footing Concrete Density = 150.00 pcf Min. As % = 0.0018 Cover @ Top = 2.00In @ Btm.= 3.00 in Footing Design Results • Factored Pressure Mu' : Upward Mu' : Downward Mu: Design Actual 1 -Way Shear Allow 1 -Way Shear Toe Reel • 114 2,306 psf • 2,259 0 ft -# 841 0 ft -# = 1,418 0 ft-# = 15.95 0.00 psi = 94.87 0.00 psi Summary of Forces on Footing : Slab RESISTS sliding, stem is FIXED at footing Forces acting on footing for soil pressure Load & Moment Summary For Footing : For Soil Pressure Cates Moment @ Top of Footing Applied from'Stem Surcharge Over Heel = Ibs Adjacent Footing Load = ibs Axial Dead Load on Stern = 1,330.01bs Soil Over Toe = 173.2 Ibs Surcharge Over Toe = Ibs Stem Weight = 780.0 lbs Soil Over Heel = lbs Footing Weight = 450.0 Ibs Total Vertical Force = 2,733.2 Ibs ft ft 2.08 ft 1.17 ft ft 2.67 ft 3.00 ft 1.50 ft Base Moment = Soil Pressure Resulting Moment = - 1,237.ft41 »> Sliding Forces are restrained by the adjacent slab -390.6 ft-# ft-# ft-# 2,770.4 ft-# 202.1 ft-# ft -# 2,079.7 ft-# ft-# 674:9 ft -# 5,336.5. ft-# 1 DESIGNER NOTES: Retain-Pro Software © 2009 HBA Publications. Inc. Licensed to Swenson Say Fagot Alt Rights Reserved Seattle. WA 98121 wewr.Retaitati.9eni Solid Grout Special Insp 8." Masonry w/ #5 @ Lateral Restraint 116.4 # 8." Masonry w/ #3 CB' 8." Masonry w/ #5 @ 8." Sliding Restraint 156.39# 8' 1 Y • 1 #5 @8.in @Toe #5 @8.in @ Heel 3' -0" 2'-4" 3' -0" 8" Ow- 10, -0" 10' -0" P T 4 of 9 CH EC K Ci4 .i t/- L. c. CDA/ N s OUT OF PLAN /iNCA;o', "i GF_ fp Sx5 sx� Ireg ,3( Q.6) (6,110010 = y/2.8 .130 us s 3(a'tc r� I F� p i, S n . 7 (91 ? . F3) = i 3,6Ci (TENS /,.4) 1 1S a c 5%4> .5 ` T / re N iA — I mt. a..,, % 1000 re . k5nsx x r t, BC )051Y /0. ofasif r Li 816 r rr ,N c.�.I #f C�W$r,: 3 /'t � NAT �u.�TP•.)t; r,,,,C'� #/, 6OLTs @ ZY"oc ' E(/'t5h� , 7(419' )x2. C y 1 ti Y I ■ l T n) C' ft- t.4 a -7- P de, 0 )c SWENSON SAY FACET A STRUCTURAL ENGINECRING CORPORATION Seal tle: 212M Third Avenue • Suite 100 • Seattle • WA 98121 Tel: 206.443.6212 Fax: 206.443.4870 Tacoma 93q Broadway • Suite 100 • Tacoma • WA 98042 Tel: 253.284.9470 Fax 253.284.9471 Project 1 FL- 1a /S//o Date Profl!No. vJ� Design 5 of 9. Sheet GM ()— GONn1 c Y-I Ci. J ("G i Roo f (E) aPAt►> FPr36.6 S Tca 61£.^14gr iv 7W (E) &LD PLA,.i 1 N O &Ecri Al b S16N -- Cor{Ne f rrz,nf PCS /G&if -I-0 SU('Popr-r- r:tJaj OF (6) geror GMve7-( ..oi Q 5 SMILE Ti? r8 AR EA or i t d'� �r�� /�'f �C.x Z .5;t7 ,C Lo:=i r01 Lcvl -C � r tt 1 „4 5m Ai .t /� /y -6 GRAvr y ( } U SJ J / - 6 L L= ZS f,F L) L= Zo PSF (3P5F 200F r DPc4- q , rsr FF�!rrf 1 st �: Pt- 4 f 2 / 1- rl?et L. - v S,E r> = , 8 So s .T�✓,� .7- A1(3 = IL-42" Z5"",, Wp I2S ,c zorh;f- /9'; ' 'F , 061 •!/fD) (pis) = / Do CONi4 r , E$'6Jv : o t i. a i1I NEXT:: PA- G F rimSWENS.ON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION Seattle: 2124 Third Avenue • Suite 100 Seal Ile • WA 98121 Tel: 206 - 443.6212 Fax: 206-443 -4870 Tacoma: 934 Broadway • Suite 100- Tacoma WA 98042 Tel 253 -284 -9470 Far 253 284.9471 C'tf i la al Dale Proj. Noyes Design 6 of 9 Sheet Corn, Ecrwry De: Si G.") (f1 o i 1 BE vw, LArE?AL. 1. 4!/ onr (,,j L A0.4 it , r Z)z ,0 x3'H; I•.l CAT 1) Sfir}; %' ,ri"t" c 'rA c',3-`11 G, J . AE = x 3" I<<iC5UMFm ear tr,nn j 6 „Z G„ (Noft -I &via $ion r•rc.r) = 0,6 A xf C-4 A 0.6 ,rt ?) zSO4 :N ,s;) 9,c) e� ., >',, °-of 1 S e (4 ,z, v % A' t•r'./,'> t-• / 0 44,9 i ' C v,c, " C; p ,r„ y rafi.. t TA/&,7' •e ✓�OpoP A LT. 6/ u6~.4 L6x2)(/ Cc t SHf, . 1AJ sCRF \-) "To (i) or( dLt,'t T C Liz b v� r, #JQ -63 c'cte ,3 / / II fix /3 /V „ TlrfA.) , irr., r C'i Li FP (IA/ z i• 2o0a AlrsJ tales v - 9' l + Pr`rs ~ �r ,3 FY) - 2tt JiY' r✓LT'rM�•7`F • J ---� SCRE. J rJQr,rtimt` S7 g 6. sc.t-rt4 P VkE Mvctt G12EAi- PP' "'AAA,/ 5e F tc. Caw N ?P` t.,, a -r-)7 144c avne4.4 574-1.54e 1,.,0 /t.At6 Age rmSWENSO.N SAY FAGET A' STRUCTURAL ENGINEERING CORPORATION Seallle: 2129 Third Avenue • Suite 100 • Seattle • WA 98121 Tel: 206.993••6212 Fax: 206.993.9870 Tacoma: 939 Broadway • Suite 100 Tacoma WA 98092 Tel: 253 .284 9970 Fax: 253. 28'1.9471 Project 1.1)30 /Ka Date Proj.. N2 'Design 709 Sheet TECHNICAL-) • - • • , •••.nF53., : • • ...•Sittr•t't.:4%-.0 TITEN HD°;MINISCREINANCHOR-LOAD VALUES It: . Tension and shear load values have been established for W and 3/a Titen HD Mini screw anchor in 8-inch hollow CMU (meeting Grade N, Type 11 specifications per UBC standard 21-4 or ASTM C90). Anchors are to be installed in the center of the CMU lace shell per Figure 1 below. Tension and Shear Loads In 8-inch Lightweight, Medium-Weight and Normal-Weight Hollow CMU ,18;inch:HolladdIrloidiBaned: i‘Edie "11"1 44*4'5' qgnirl yLcin, pint 04 TisI 1.oad Siear Lad Ohnilm* IJI-1144 ginfak—Aih47aT‘iiiiH'rriat Allowahle tAlmm)4... t:ittex-4 91111(1-iti) ,16-0.0NP Anchor Instal ed in Face Shell (See Figure 1) 520 105 1,240 250 (2.3) (0.5) (5.5) (1.1) 1% (38) 4 4% (102) (117) a/A 4,12h 45A V,:4'49 •.qp1*. 414,71.I• 1. The tabulated allowable loads ere based (Masa ety fader of 5.0,for installations under the 'IBC and tRC.for installations under the UBC use.a safety factor of 4.0 (inuttipty be tabulated • allowabledleads by 1.25). 2. V811.18S for 8-inch wide CMU Grade N. Type II. lightweight, medium-weight, and pormatotieighl concrete masonry units conforming to UBC Standard 21-4 or ASTM'C90: 3. The minimum specified compreasive.strength of masonry. re; al 28days Is 1,500 psi. 4. Embedment depth is measured from theoulside face of theoentrele masonry unit and is based on the anchOr being embedded an additional Ile through the Pie thick face shell. 5 Allowable loads may not be increased for short-term loading due to wind or seisinic forces. • CMU wall design must satisfy applicable design standards and be capable of withstanding applledloads. 8. Set drill to rotation-only mode when Bribing into hollow CMU. 7. Do nal use inipact Wrenches' to install in hollow CMU. SIMPSON • Stiiiiierie aniciktisi swims i l For complete information on the Titen HD 6 Mini screw anchor, including additional performance information and installation Instructions, see www.simpsonanchors.com or request the Anchoring and Fastening Systems for Concrete and Masonry catalog. . i t Ii 1. • •ii,1:3 ViiitiZ47:5:.17A431=.17.C-..i.in.,-;..7:7--•-'-;,,A. V:.74; T;.:11.14.'',:....`,,U'. 7.7'7."'-'4f4i:4' 40-.'7.;:i.7 'F.' . :pa,: rms echnIcalbulletin tf ellecIlvounlimnuary81:1012, and:felted 2 Information avadaAle assIJkly,1/2009..Thls ,Fteil'ilitomiiiiiii'lrip7ited periFdliillilliliratildtrepluatyji:4012;siontartSinSTie 1.:. * torzi„,-w-,Taifti4p,pktlf,.. ' ,,•:-.,.020ag Grown strong:De company ine.t.t.P.O. boxib/82;pleasanieri,cA-945138, ,,,.. , ( . ....T-THDMININCMUCL9 7/09,exps1j124* I: ..,,,;.......±...t...... 7:-.1`3.1.:-.:r!:al.'".. rz4.-1,:i...._' -, : ...1:.).,:........7.2.t7-7...1,. • ..:.; ..,..•.:::: ...I...., '.4.-1%.!_!:;,:;,12.1$.1,:.F,3:-.Ai".........L..'::::::.:-: ‘11.-Z.'..L . 8 of 9 IL ,1 -• • 7/77.- 5_7 , fr_y ' ;44' 496-.1) s /2. 47.5. ./7 he ./ V.042 -- 4,34/1 it , Al, e nt" I 1 x • /6, (20);e119 Pap,.„,.., .-_--. •' A •-•= friey.}J 444 z-, ,440;-(5-4 ) 448 /47‘11% .0 oh (53 CZ /77 4-1 • „„4 ,„ ” • ,g07 4••' " 9/1041.061674,14( /72 ,2417.44 igt,04,0,904 Lv, fsr/Adtd. Zol Zi0,41 Z. /Al 7:07-141"' et 57-- ZcieS s 77 A • N AYRiNFGACOGRIT ASSTR.LIECTUSRAL EN SAY CORPORATION Sea Me: 212.I Third Avenue • Suite 100 -Seattle• WA 9812 Tel: 2061.13.6212 Fax: 206 • 443 • q870 Tacoma 932 Broadway • Tacoma • WA 98402 Tel: 253 • 28.1• 9.170 Fax: 253•28N•9471 Z*2 PrOjecl At," VC? Date Prol;,No.. esip ,n • ) Sheet Philip Brazil From: Philip Brazil Sent: Thursday, January 06, 2011 12:14 PM To: Philip Brazil Subject: FW: I -Fly CMU Wall From: Philip Brazil Sent: Thursday, January 06, 2011 12:11 PM To: 'David Fey' Cc: Evin Gibson Subject: RE: I -Fly CMU Wall David: I will need two, full -size sets of drawings, including applicable architectural and civil drawings, for the structural review. Phil Brazil Senior Engineer Reid Middleton (425) 741 -5039 www.reidmiddleton.com Engineers 1 Planners 1 Surveyors From: David Fey jmailto:DavidFCtjensenfey.comj Sent: Thursday, January 06, 2011 11:11 AM To: Philip Brazil Cc: Evin Gibson Subject: I -Fly CMU Wall Phillip - Thank you for the call this morning regarding the CMU wall. I've attached in this email the structural calculations for the wall as requested by the City. Will you need a separate set of structural drawings for this element? Thank you, DAVID FEY, AIA principal 425 - 216 -0318 x311 1 425 - 216 -0329 FAX JENSEN FEY ARCHITECTURE AND PLANNING P.S. architecture 1 planning 1 interior design 7730 Leary Way Redmond, WA 98052 www.jensenfey.com Please consider the environment before printing this e-mail 1 January 6, 2011 Mr. Philip Brazil, P.E., S.E. Reid Middleton 728 134th Street SW, Suite 200 Everett, WA 98204 Re: I -Fly Foundation (D10 -295) Building Permit Plan Review — CMU Wall Dear Mr. Brazil: Please see attached response to items addressed in response to the City's review comments dated November 4, 2010. . Enclosed are written responses from the structural engineer as well as the requested structural calculations. If there is any additional information you may require, please don't hesitate to contact me. Thank you for your efforts and diligence in the review of this project. Sincerely, David Fey Jensen Fey e and Planning ARCHITECTURE PLANNING INTERIOR DESIGN Jensen Fey www.jensenfey.com . 7730 'Pa ry Way, Redmond, WA 98052 . PHONE 425.216.0318 . FAx 425.216.0329 SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 1VIC'i TD To: David fey From: Evin Gibson Date: 12/3/2010 Re: 1 -Fly Seattle Demolition Permit D10 -294 Correction Letter #1 . Please find below our response to items noted in the Tukwila Building Division Review Memo. dated November 4, 2010: 1. Plan project stunmary is not consistent with and goes beyond the demolition scope of work described on the permit application. To eliminate confusion revise the scope of work in the project sunnnary to show the demolition of an existing retail space with construction of a C\Jl' wall connecting to the existing space to remain. (item to be addressed by architect) Structural notes refer to outdated 2006 building codes. Revise all notes and references to show new construction complying with 2009 building codes with 20(19 Washington State Amendments. Please see reused gereral notes sheets 51.1 and S1.2 including updated code references w the 2009 International Building Code and associated referenced standards and 2009 Washington State Amendments. 3. Provide a special inspection table that clearly specifics both Periodic or Continuous special inspections and masonry inspections that specify Masonry levels 1 or 2. Please see added sheets 50.1 and S0.2 nliich include spewl inspections. tables for masonry. 4. Provide the structural calculations pack for the CMU wall installation that also includes attachment to the existing roof system. Please see new structural calculation pack for CMU with calculations as requested. Thank you, Evin Gibson; P.E. 2124 Third Avenue Ste. 100 Seattle, WA 206. 443. 6212 Fax 206. 443. 487o <P4. . uI NiIaBuiIding Division' mien 'Johannessen Plan Examiner Building Division Review. Memo Date: November 4, 2010 Project Name: I -Fly Seattle - Demolition Permit #: D10 -294 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 1 1 x 17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Plan project summary is not consistent with and goes beyond the demolition scope of work described on the permit application. To eliminate confusion revise the scope of work in the project summary to show the demolition of an existing retail space with construction of a CMU wall connecting to the existing space to remain. Structural notes refer to outdated 2006 building codes. Revise all notes and references to show new construction complying with 2009 building codes with 2009 Washington State Amendments. 3. Provide a special inspection table that clearly specifies both Periodic or Continuous special inspections and masonry inspections that specify Masonry levels 1 or 2. 4. Provide the structural calculations pack for the CMU wall installation that also includes attachment to the existing roof system. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670.. No further comments at this time. • Jennifer Marshall - I -Fly SEPA • 1411111Y1.71}11110111011114111111111Mill...11111..• "1./a. From: Brandon Miles To: Bill Rambo; Jennifer Marshall Date: 12/02/2010 2:49 PM Subject: I -Fly SEPA CC: Holt, Brenda Page 1 of 1 P O 2l �W Dcf Hi Everyone- The DNS for I -Fly has been issued and the demo permit can be released. Thanks, Brandon Brandon J. Miles Senior Planner Department of Community Development City of Tukwila tel (206) 431 -3684 fax (206) 431 -3665 bmiles @ci.tukwila.wa.us file: / /C:\ temp\ XPGrpWise\ 4CF7B200tuk- mail6300 -po 10016B6D3618A421 \G W } 00001.... 12/02/2010 • p City s Department of Com %; unity Development • Jim Haggerton, Mayor November 30, 2010 David Fey Jensen Fey Architecture 7730 Leary Wy Redmond, WA 98052 RE: Correction Letter #1 Development Permit Application Number D10 -294 I -Fly — 349 Tukwila Py Jack Pace, Director Dear Mr. Fey, 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 Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, 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. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File No. D10 -294 W:\Permit Center \Correction Letters \2010010-294 Correction Letter #1.DOC 6300 Southcenter Boulevard, Suite #100 o Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 o Fax: 206 - 431 -3665 • Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: November 4, 2010 Project Name: I -Fly Seattle - Demolition Permit #: D10 -294 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Plan project summary is not consistent with and goes beyond the demolition scope of work described on the permit application. To eliminated confusion revise the scope of work in the project summary to show the demolition of an existing retail space with construction of a CMU wall connecting to the existing space to remain. 2. Structural notes refer to outdated 2006 building codes. Revise all notes and references to show new construction complying with 2009 building codes with 2009 Washington State Amendments. 3. Provide a special inspection table that clearly specifies both Periodic or Continuous special inspections and masonry inspections that specify Masonry levels 1 or 2. 4. Provide the structural calculations pack for the CMU wall installation that also includes attachment to the existing roof system. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. iSPERMITCOORDCOPY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -294 DATE: 12/17/10 PROJECT NAME: I -FLY SEATTLE - DEMOLITION SITE ADDRESS: 349 TUKWILA PY Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after Permit Issued DEPAR MENTS: uil ing ivision Imo! Public Works ❑ Fire Prevention Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete n DUE DATE: 12/21/10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Building Please Route k REVIEWER'S INITIALS: Structural Review Required n No further Review Required n DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 01/18/11 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 Ili PEWIT - ; COPAN PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -294 DATE: 11/01/10 PROJECT NAME: I -FLY SEATTLE - DEMOLITION SITE ADDRESS: 349 TU KWI LA PY X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued EPART ENT : 1 ding vision �u is WdrRQs Are Prev n ion d Planning Division I -Cfr Structural n Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: 0 Incomplete ❑ DUE DATE: 11/02/10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Building Please Route Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11/30/10 Approved n Approved with Conditions U Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: 1130 -10 Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: 11/1___ Documents/routing slip.doc 2 -28 -02 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /ivww.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: f ' a 6 ' `0 Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: ! . z 44 L /-{77(2)U Project Address: �r � %� -bti% }' Ame -vim Contact Person: /r� %3 P25 �Y Phone Number: • 2161 'O3/ d Summary of Revision: iovT lk(A-A\9 cm•o . 51011 Palma carreA mv1'vE. cmu wrnc- fi -,Vi14 ScoPE L5n40uno,d kiCAA- ding GUS 71 6e6ome ,z P Nr 4-?7 ,(i Mho it 4.5vb 4f77 t_. AbInSfauS GGoJ.D_D As A491iisioN # 2. Sheet Number(s): 4 de/ 401- J. ,4 0‘- "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: J�/v tg. Entered in Permits Plus on H:\Applications \Forms - Applications On Line\2010 Applications \7 -2010 - Revision Submittal.doc Created: 8.13 -2004 Revised: 7 -2010 • City of Tukwila Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Steve Lancaster, Director REVISION, SUBMITTAL • Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the nail, fax, etc. Date: l2 /l"/ '7.01 Plan Check/Permit Number: D 10 -294 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: I -Fly Project Address: 349 Tukwila Py Contact Person: LD *F--51 Phone Number: 21(42-03 (� //,,1 1 Summary of Revision: f �Gslo� % %�" aimmegez o a/d ><�e ttz DEC 1 7 2010 P&kMi tCJER j,01//5 ad Of OP-At. C47.65 ,-- Cnia Ifiseru - - Zoo/ ' ! � Sheet Number(s): jcV /l 30 - l) ' /. //' "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ❑ Entered in Permits Plus on \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Prier Friendly Page General /Specialty Contractor A business registered as a construction contractor with LEI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name RUSHFORTH CONSTR CO INC UBI No. 600024538 Phone 2539221884 Status Active Address 6021 12Th St E Suite 100 License No. RUSHFC•305R1 Suite /Apt. License Type Construction Contractor City Tacoma Effective Date 12/21/1970 State WA Zip 984241399 County Pierce Business Type Corporation Parent Company Expiration Date 3/27/2011 Suspend Date Specialty 1 General Specialty 2 Unused ssociated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status TEAMTIL9906D TEAM TACOMA 111 LLC Construction Contractor General Unused 1/4/2001 3/2/2005 Expired Business Owner Information Name Role Effective Date Expiration Date RUSHFORTH, RANDY G Cancel Date 01/01/1980 Bond Amount NAKAMURA, KIM W 5 01/01/1980 6378756 SKINNER, JUDITH L Until Cancelled 01/01/1980 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 5 SAFECO INS CO OF AMERICA 6378756 06/30/2006 Until Cancelled $12,000.00 06/22 /2006 4 OHIO CAS INS CO 2491732 03/15/2002 Until Cancelled 06/30/2006 $12,000.0003/07 /2002 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 25 ZURICH AMERICAN INS CO GL534464905 03/01/2009 03/01/2011 $2,000,000.00 03/01/2010 24 VALLEY FORGE 20889497 03/15/2008 03/15/2009 $1,000,000.00 03/10/2008 23 VALLEY FORGE INS CO 2095998662 03/15/2007 03/15/2008 $1,000,000.0003 /23/2007 22 NATIONAL FIRE INS CO 2088949497 03/15/2006 03/15/2007 $1,000,000.00 03/15/2006 21 LIBERTY SURPLUS INS EGLSF079545015 03/15/2005 03/15/2006 $1,000,000.00 03/14/2005 20 AMERICAN SAFETY INDEMNITY CO XG10340020011 03/15/2003 03/15/2005 $2,000,000.0003 /14/2004 Summons /Complaint Information Cause I County 1 Complaint 1 Judgment I Status 1 Payment 1 Paid By https: // fortress .wa.gov /lni /bbip /Print.aspx 01/10/2011 FILE COPY perm No. . APPro of the vit- _._ion of of appra d 1, Oft. am and or I. Joe of alt! Sze ipt xd: deer ( 1 0 1 GENERAL NOTES rMESON ALL CONSTRUCTION SHALL CC:)Nr::C)KM 10 THE 2009 EDITION OF THE INTERNATIONAL BUILDING CODE (LAC.) WITH WASHINGTON ,STATE AMENDMENTS, AND OTHER APPLICABLE FEDERAL, STATE, COUNTY AND LOCAL CODES. ALL CONSTRUCTION SHALL BE DC.)NI. IN ACCORDANCE~ WITH THESE DRAWINGS AND PROJE:.CE.. SPECIMCATIONS., 3 DIMENSIONS ARE TO GRID L.INI;" :55 TO FACE OF CONC;I'.ETE WALLS, TO FACE': OF FRAMED WALLS, AND TO .) CENTER LINE C :)Fm: 1. OL UMNS AND PARTY WALLS, UNLESS SHOWN OTHERWISE. . PROVIDE HORIZONTAL I=!RLL3;-_ O:_;KING il',1 ALL ERAVIE WALLS AT 10''-(" ON CENTER AND 'WHERE i•I`•.1 ME:. WALLS PENETRATE CE :EM :I 1...INC>'S. FiRLE3L.00K IN ACCORDANCE: WITH I.B.C. LATEST LOCALLY ADOPTED EDITION (.>Y NETAL.. CONTRACTOR 1-') VE: KI E` Al L.- DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. IN THE: EVENT OF ANY CONTI..ICC-(S) OR CHANGEI5 BETWEEN DETAILS OR BETWEEN \VE_EN THE DRAWING`, ,`\,NC:;' ` 1'l C1F`1CATlONS NOTIFY THE ARCHITECT IMMEDIATELY AND PR,I0F' IC) STARTING ANY WORK. G FINISH I^ LOOR REFERENCE DAI ! JIM EQUALS (0'•• -0), REFER ..TO TOPOGRAPHIC SURVEY FOR ACTUAL. SITE ELEVATION. MAXIMUM CHANGE IN FLOOR ELEVATION AT ANY DOORVV Y, OR MAX. THR.ESHCLD HEIGHT SHALL NOT EXCEED 1/2" VERTICALLY. PROVIDE SMOKE SEALS @ STAIRWAY THRESHOLDS, >, ALL I..)I C ORATIVE MATERIALS * FURNITURES ARE REQUIREED TO DE MAINTAINED IN A FLAME RETARDANT CONDITION. 9. PROVIDE' ILLUMINATED LX11 A.E3 INDICATED ON -E IL ELECTRICAL PLAN, AS SPECIFIED, AND AS REQUIRED 13Y CODE. 10. PENETRATIONS OF FIRE-RESISTIVE W N_ -i. FLOOR-- CLIL.INGS AND ROOT=- CEILINGS SHALL BE PROTECTED AS REQUIRED IN IBC CIT;APTFF, 7. ALL FIRJE 5-1-OP MATERIAL SHALT_ DE INSTALLED AND RATED IN ;'\CC%ORDANC..;! \M' ASTM E: t 8 4 OR, UL 14 79 I I . t)C) NOT 5C,/\ I ), NIC::;: CON I F SHALL PROVIDE FIRE SAr 1Y DURING CONSTRUCTION, ACCLe` 3 ROADS AND WATER. SUPPLY SHALL BE ESTABLISHED AND MAINTAINED PER, 200G EEC, Y. fIRE DEFT. REQUIREMENTS. 13. F'ROVIDE NON-PAPER. i ACEI N MO, MOI`5 I I , -PRONE AREAS. 14. FLOOD, f ):.:;AIN TRAP SEAL PROTECTION: FLOOR DRAINS OR SIMILAR TRAPS DIRECTLY CONNECTED TO THE DRAINAGE SYSTEM * SUBJECT TO INFREQUENT USE SHALL BE PROTECTED W/ A TRAP SEAL PRIMER, EXCEPT WHERE NOT DEEMED NECESSARY FOR SAFETY OR SANITATION BY THE LOCAL HEAL. -Hl DEPT TRAP SEAL PIS'INII: RS SHALL. DE ACESSIBLIE. FOR MAINTENANCE * PROVIDED WITH LOCKING COVERS. 1 DIMEN,HONS OF SITE Alv,ID CONDITIONS AFT. P .C)M A SURVEY E3Y OTHERS. AR CHI LEA PI -.^'R :7 BlEtwONSIBILITY F C)R ACCURACY THIS INFORMATION. 6. CONIN..AcToR To \/ .i. .U' 1--:'OUC,I I -.IN DIMENSION; , E(N', ALL EQUIPMEN T t FIXTURES I UI ..NI` LIE D 7. TYPIC r'- WALL SECTION: , 1 -' 1N1511E:I.5, AND DETAILS ARE NOT CALLED -'OUT EVERYWHERE. AND MAY ESL SHOWN ONLY ONCE. CONTRACTOR SHALL PROVIDE AS If DRAWN IN FULL AND SHALL REFER. i"o DETAILED DRAWINGS. J 8. CONTRACTOR SHALL PROVIDE NECE=SSARY BACKING TO SECURE ANY FIXTURE OR EQUIPMENT -TO :; ! ,UC: i L IRE AND PROVIDE BACKING FOR EQUIPMENT AND ACCESSORY SUPPORT FOR THE OLLOWING: I , SHELVING, 2. L.AVATO ..lES, 3, CABINETS $ CASEWORK, 4. TOILET ACCESSORIES. .. 5. CLOSET I AC;CE SS0F,j1f5, G. STAIR t HAND RAILS, 7. GARMENT HOOKS, 8. GRAS f a /',(',.: ;; 1 1E' :; T iJRff.3 /AR-1. WORK, 10. HEADBOARDS, I 1 . DOOR $ FINISH HARDWARE, AND ANY OTHER WALL <'• CLDUNG-- MOUN -TE.D ITEMS. VERIFY WITH ARCHITECT $ OWNER,. CONTRACTOR(5) SHALL COORDINATE WITH RE SPL CTIVE TRADES FOR EXACT LOCATIONS. THEE CONTRACTOR SHALL SAFELLY SHORE, BRACE, AND SUPPORT ALL WORK AS NECESSARY AND T EI15 SHALL DE THE FUL.I._. AND SOLE" RES1 ON }ILF31L_ITY OF THE CONTRACTOR. NO ACT, DIRECTION, REVIEW, OR OE3:SERVA11QN OE' ANY SYSTEMS OR METHODS OF THE CONTRACTOR BY THEE OWNER'S REPRESENTATIVE SHALL RELIEVE TE -iE. CONTRACTOR OF THIS RESPONSIBILITY. TILL CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS NECCSSARY FOR COMI ='LETS 11.E STALL_/ rION OF ALL WORK, EACH CONTRACTOR SHALL RESPECT THE WORK Of OTHER CONTRACTORS AND SHALL BE RESPONSIBLE FOR AND L.IAE3LE TO REPAIR AND /OR REPI_ACEEEMENT OF ANY DAMAGE CAUSED BY 1115 WOL.K 2 1 . CODE E:3: ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH FEDERAL, STATE, AND LOCAL :::ODES AND REGULATIONS AND ANY OTHER AUTHORITY HAVING JURISDICTION (AHJ) OVER THE PROJECT. CONTRACTOR(S) SHALL PROTECT AND INDEMNIFY THE OWNER AND ARCHITECT AGAINST ANY CLAIM OR LIABILITY ARISING FROM VIOLATION OF SUCH CODES OR. REGULATIONS PE:RMLF;.: >: THE CONTRACTOR SHALL OBTAIN AND PAY FOP ALL REQUIRED SUBCONTRACTOR PERMITS. QUALITY: Y: WORKMANSHIP SHALL BE TO THE HIGHEST STANDARDS ANDARDS OF THE TRADES INVOLVED AND THE: CONSTRUCTION INDUSTRY AND MATERIALS USED AND PROVIDED Oh_ 'THE BESTS QUALITY THE MARKET AFFORDS. ALL INSTALLATIONS AND APPLICATIONS ALL CONFORM TO THE: MANUFACTURER'S SPECIFICATIONS AND WARRANTY REQUIREMENTS. 24. GUARANTEE: ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD C:)F NOT 1..1155 THAN ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION OR RECEIPT OF OCCUPANCY CERTIFICATE UNLESS SPECIFIED FOR A LONGER TIME PERIOD. l W\SH REMOVAL: EACH CONTRACTOR* TRADE SHALL PROVIDE FOR TRASH REMOVAL AT THE END OF EACH DAY. EACH CONTRACTOR* TRADES. SHALL. REMOVE ALL TRASH $ DEBRIS FROM E IE- SITE AND WITHIN THE BUILDING AND AREAS SWEPT CLEAN. IT l : :j NOT THE INTENT OF THE DRAWINGS TO SHOD/ OR INDICATE ALL- LAST -L NINE OR FRAMING TECHNIQUES AND /OR DEVICES AND hASTNEERS, OP, TO SHOW OR DE= PICT ALL CONDITIONS 2T ALL IN i 11.,IOR FINISHES SHALL bE CLAE. "II" MIN. WITH FLAME. SPREAD RATING Of L.L SS THAN 75 EXCEPT IN EGRESS STAIR ENCLOSURES FINE`' :31-1ES} SHALL BE CLASS "I" WITH FLAME SPREAD RATING, OR STRICTER IF REQUIRED TO COMPLY WITH LOCAL CODE=S. COMPLY WITH THE I.B.C. AND I.F ,C. AND LOCAL CODES PERTAINING TO USE OF ANY HAZARDOUS MATERIALS AND EI_.AME:- PRODUCING DEVICES DURING CONSTRUCTION. UL:fl RKLE.) SUBMITTAL -`'a C• :r1 :NI'.. :i`~AL... CONTRACTOR SHAI....L- E3E RE.SPONSADI._E FOR COORDINATING AND P%R.MLE.TING DEFERRL) 51..)i=M!T"i ,L : REVIEW AND APPROVAL BY 'THE ARCH T ECT 15 REQUIRED PERMIT 3uDiv1ITTAL. I_JR.ir-RE::SISTANT GY SI...4vA BOARD ON WALLS IN WET i 0 0 0 23. 0 R c 29. c° . € E,IIIR' ; • 7I (,rTr.,.,' SECTION IDENTIFICATION LOCATED ON SHEET WAIL SD::, SECTION IDENTIFICATION LOCATED ON SHEET BUILDING ELLYATtON ELEVATION IDENTIFICATION LOCATED ON ` :II FEJ DETAIL IDENTIFICATION -- LOCATED ON SHEET' INIERiOR +..k. m /AS C1N ELEVATION IDENTIFICATION LOCATED ON SHEET A.B. ANCHOR BOLT ABOVE F F: ABOVE FINISH FLOOR AGMS,, ACOUSTICAL &D. AREA DRAIN ADJ. ADJUSTABLE AGG.. AGGREGATE ALT. ALTERNATE ALUM. ALUMINUM APPROX. APPROXIMATE APT. APARTMENT ASPH. ASPHALT A.S.T.M. /',MER!CAN 50CIE!l' (_i TESTING MATERIALS BD. BM. EBOT.. BR. CAB. C.B. C 3Ek. CIE. C.I. C.J. CLG. COMP. CONC. CONT. CPT. CTSK. CU. FT. CU. IN cu. r) D. D.F. DF. DIA. DIM. DISP. DN. DPS'. DR. D.S. DUP. DW. DWGS. E.J. ELEV. ELEV. ENCL. ENT. EQ. EQUIP. EXT. FXTR,; BOARD BEDROOM BLOCK BLOCKING BEAM BOTT01VA BROOM CABINET CATCH BASIN CEMENT CERAMIC CAST IRON CEILING JOIST CEILING COMPOSITION CONCRETE CONTINUOUS CARPET COUNTER ETA SUNK CUBIC FEE' T CUBIC INCHES CUBIC YARDS DRYER DRINKING; FOUNTAIN DOUGLAS FIR DIAMETER DIMENSION DISPENSER DOWN DOUBLE POLE SINGLE SHELF DOOR DOWN SPOUT DUPLICATE DISH WASHER DRAWINGS EAST EACH EXTERIOR INSULATION FINISH SYSTEM EXPANSION JOINT ELEVATION ELEVATOR ENCLOSURE ENTRY EQUAL EQUIPMENT EXTERIOR EXTINGUISHER F. F.F. F� :aF 77'-% ;H. FERN FyF UC ' „O.C, a E F. Pa P �S FREQ. F110 SYMBOLS roo I"Ial lc SOs 8' O" (E) (N) - -'- ROOM NAM[' < ROOM NUMBER E - CEILING HEIGHT EXISTING NEW REVISION OW' IDENTIFYING NUMBER :1ATC.. mi,, ';') SHADED PORTION IS THE i SIDE CONSIDERED KEY NOTE ABBRE'v T'NS FIXED FORCED AiR UNIT FIRE EXTINGUISHER INGUISHER CABINET FINISH FLOOR FUEL GAS FINISH FIXTURE FLASHING FLOOR FLOORING FLUORESCENT FACE OF CONCRETE. FACE (T)F• FINISH FACE OF , r, �0NR'Y FACE O FIREPLACE: FRENCH DOOR FINISH SURFACE FLOOR SINK FREQUENCY FOOTING GA. GAUGE GAM GALVANIZED GAR, GARAGE G. GALVANIZED IRON GYP. GYPSUM GYP. BD. GYPSUM BOARD HD. HM. HORI/. HR, INC. INSUL. INT. JT. KIT. LTV. LANC, ryld.,n,. MECH., MDR.. MFG. M.H. MIN. MIR. MTG. HOSE BIB HOLLOW CORE HEAD HOLLOW METAL HORIZONTAL HOUR HOR2 ON iAL SLIDER INSIDE DIAMETER INCORPORATED INSULATION INTERIOR. JOINT JOIST KITCHEN LAVATORY LIGHT LOUVER MAXIMUM MEDICINE:: CABINET MECHANICAL. MEMBRANE MANUFA(1URE MAN HOLE MINIMUM MIRROR MOUNTING METAL N. NAT. N.I.C. 1 .. 0/ 0.C. nn PC. P IA;S. PS.. LAM. PLAST. rm. PRE..... PREFAB. i. QTY. ). .G. RDt REC ?.. REf REC. RE1,9[ RE( LE'. R2.[.. RU3. SC- 'G, `3MANCA ;s. MOM NORTH NATURAL NOT IN CONTACT NUMBER NOT TO SCALE OVER ON CENTER OUTSIDE: DIAMETER OVER FLOW OVER HEAD OPENING OPPOSITE OVEN PUSH BUTTON PULL CHAIN PROPERTY LINE PLASTIC PLASTIC LAMINATE PLASTER PLYWOOD PANEL PAIR PRECAST PREFABRICATED QUARRY QUANTITY RISER RADIUS RETURN AIR GRILLE ROAD ROOF DRAIN REDWOOD RECEPTACLE REFERENCE REFRIGERATOR REGISTER REINFORCED REQUIRED RETAINING AINING ROOF ROOFING ROOM ROUGH ROUGH OPENING RUBBER SOUTH SOLID COB,..... STORM DRAII`J SLIDING GLASS DOOR SINGLE HUNG SHEET SHEATHING SIMILAR HORIZONTAL SL. SHEET METAL. CON I NAG I ORS NATIONAL. ASSOCIATION E1-I V. i 1ON MARKER GRID , KERS LETTERS S IN ONE DIRECT ..- NUMBERS IN THE OTHER DOM DOOR NUMBER. WiV L SYMBOL • WALL IDENTIFICATION WINDOW SYMBOL WINDOW IDENTIFICATION NORTH ARROW ISI IF THESE SHEETS ARE NOT 24" X 3G" THEN DRAWING IS NOT TO 50. LE. No changes s1 3 to the scope of work without prior approval of Tukwila Building Divis' NOTE: Rev' . ... - • -- - - - - -- ubmittal and may N INN ..,.17, u.„,, row. • 1141/WWWWW• fees. of LATE OF WASHINC'' /`F %SNI�V e� %:r.;"µ4 f.. :f, . :.... F'�3f ,�, � 1 . •!Try j J s0 r; • / 1 SC FT. SQUARE i""OO-I.. S(.L. IN. SQUARE INCH YD SQUARE YARD STREET STANDARD CTL.„ STEEL. STOR, STORAGE UCT.STRUCTLJRAL P. SUSPENDED ,. m. SIM4L,R AS SMOOTH 4 SIDES T. TAB PH. TEM TREAI TOP & BOTTOM TONGUE & GROOVE TOP OF CONCRETE TELEPHONE TEMPERED THICK: THF..,,1 :THRESHOLD T.O.R. TOP 00 BEAM T.O.C. TOP OF CURB T.: FR TOP OF FOOTING T. T.0 IRAF N TS. TOP OF GRANT- TOP OF STEEL TOP OF WALL IRAN ` °:;c: M TUBE STEEL TYPICAL UNDERWRITERS L.ABOFA T ORY UNFINISHED VE.R'f°, VERTICAL VOL, VOLUME NYC. VINYL VIA RD Wi. YD. SPECIFICATIONS SPRINKLER SINGLE POLE SINGLE SHE LI- WASHER ER WEST WITH WARDROBE WATER CLOSET WOOD WIRE GLASS WATER. HEATE'. WROUGHT IRON WITHC =_)L WATERPROOF WEATHER-STRIPPING WEIGH YARD SE -:R��iT REOU; _ ...OR: Mechanical Electrical Plumbing t:nGas Piping City of Tukwila BUILDING DIV!SIQN ROJCT CC.NTACT :T LEGAL D3CR.IFT1O J9 FINER: SKY tNTE_RTAINMENT 1 44 1 G 1 50TH AVE SL R.E-.NTON, WA 98059 PH: (480) 993 - -55G7 CONTACT: BILL ADAMS EMAIL: bilb@rotorway.com C ITE T..TT JEN5EN ft'' AID. Cr 11TE:CTURF 4, PLANNING 7730 LEARY WAY h.luDMOND, WA 98052 F'h. (425) 2 I G- -0318 EAX (425) 21G-0329 CONTACTS: DA\ /L FEY, PRINCIPAL ARCHITECT davidf@je.nsenfey.com CIVIL E \I GI \JEER ENGINEERING: 50 1 2ND AVENUE', SUITE 1000 VEIL, VVA 98 101 1. (20G) 44 ! -1855 AX (2OG) 448-7 I C / CONTACTS: KIRK UTLEY, PE kutley(; r9aceengrs.com LA \JL)SCAF ARC ECT: I PACE 1 I \IGINL LRING: I 1255 KI RKLAN D WAY, #300 KIRKLAND, WA 98033 PH. (425) 827 -2014 FAY (425) 827 -5043 CONTACTS: JOHN RLJE31 NKONIG, ASLA jonnr@paceengrs.com 5TRUCTURAL ENGINES SWENSON SAY FAGS T 2124 THIRD AVENUE SUITE 100 SEATTLE, . WA 981 21 Pit . (20G) 443 -G2 12 FAX (20G) 443 -4870 CONTACTS: BLAZE DRESKC), PE, SE bbresko c?,s■ensorisayfaget.com ANDOVER INDUSTRIAL PARK # I LESS ST. PROJECT SUMMARY DRAWN BY: UKK CHECK: DF NOTES: PERMIT SET PLOT DATE: 10/15/2010 JOB NO 1009 Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA 98052 TEL: 425.216.0318 FAX: 425.216.0329 Demolition of approximately 4100 sf of.one story retail space. ELECT RICA_ ENGINEER: Existing utility connections to be cappcd.R IR JAN 07 2011 AWA ELECTRICAL CONSULTANTS 19015 36TH AVE. W., SUITE E LYNNWOOD, VVA 98036 • PH. (425) 775- 1 799 fAX (425) 774• -9870 CONTACTS: BRAD ADCOCK, P.E. SALLY SANDERS, P.E. brad @awaelec.com 5.-Illy@awaelec.com MECHANICAL DESIGN: F IZ MITA S CONSULTING LTING 14 - 18 CASCADE DR. SW SNOHOMISH, WA 982% F'1-I. (425) 248 -5281 FAX (425) G45 -2020 CONTACTS: JOHN HRYCHIUK mechdesign I 0 @comcast.net FIR= S'RINKLER COLUMBIA MBE'. 1 154 FIRST AVE S. SEATTLE, WA 9t.,134 P11. (20() 232-8503 FAX (200) 340 -6100 CONTACTS: RICK BERGER rick @columbiafire.net PLANNING APPROVED No changes can be made to these plans without approval from the Planning Division of DCD Approved By: Date: viLaolt •%4 L/1•1 VICIN(TY MAP 0 C PROJECT LOCATION 30 I TU KWI LA PARKWAY JAN 052011 CORRECT PERMIT C ITER LT 90 t ""' ,ms� OE: SHEET: G 0( ) SriEETS IF THESE SHEETS ARE NOT 24" X 36" THEN DRAWING IS NOT TO SCALE. SPIFFY INDEX GOOI COVER SHEET G002 SHEET INDEX ARCHITECTURAL AI00 EXISTING SITE PLAN A101 A102 / 05 I CONSTRUCTION SITE PLAN SITE PLAN OLIT ( N REVIEWED FOR CODE COMPLIANCE APPROVED JAN 07 2011 City of Tukwila BUILDING DIVISION JAN 052011 PERMIT CENTER 0 0 N z O_ L 2 0 PERMIT COMMENT REVISION 1 PERMIT COMMENTS DF NOTES: PERMIT SET PLOT DATE: 10/15/2010 JOB NO: 1009 0 0- N -0 O DRAWN BY: UKK CHECK: DF NOTES: PERMIT SET PLOT DATE: 10/15/2010 JOB NO: 1009 Jlf Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA 98052 TEL: 425.216.0318 FAX 425.216.0329 NG RE -ISSUE - 01/04/2011 SHEET: G002 OF: SHEETS L F— 0 Cn z w ANDOVER PARK WEST (63rd. PL = 2G7.51 W 0 (f) /LANDSCAPE LANDSCAPE z 2 a_ G7' -4" LANDSCAPE MONUMENT SIGN TUK' A PARKWAY (S. 1 58th STREET) 20 d5T, PARKI NG a. AIM. ALWIP 01 .0 .■ ih* AL.! .1111111k IF THESE SHEETS ARE NOT 24 X 3G THEN DRAWING IS NOT TO SC 4-1-11,0,1 17 IP&LA D5 51 � A l*Vi■— W.% I A 15 . PARg NG G BUILDING (:OD�E(�MPLIAI�E apppnvED JAN 0 7 2011 � I► 1L City of Tukwila BUILDING DIVISI9N uJ 5 E. 2 7' -O" 24 EXIST. PARKING 8 EXIST. PARKING Lt; 7 EXIST. PARKING 7 EXIST. PARKING EXISTING BUILDING 4, 24.41' FINISH FLOOR iv 8,417 SF 17 EXIST. PARKING 17 EX ST. PARKING TRASH 2C EXIST ARK NG PL = 32S.5 PL = 450.0' LANDSCAPE TOTAL EXISTING PARKING (INCL. 5 HANDICAP STALLS): 154 STALLS d EXISTING SITE PLAN Xc" = 1 i -0" CITY OF TUKWILA NOV 01 2010 PERMIT CENTER z 0 U rq UKK CHECK: DF NOTES: PERMIT SET PLOT DATE: 10/15/2010 JOB NO: 1 009 DATE I MARK DRAWN BY: UKK CHECK: DF NOTES: PERMIT SET PLOT DATE: 10/15/2010 JOB NO: 1 009 Jlf Jensen Fey ARCHITECTURE & PLANNING 7730 LEAKY WAY NE REDMOND, WA 98052 TEL: 425.216.0318 FAX: 425.216.0329 c..0) z, ocliz V C/DF+ Q c!� Lij Q z w -- 1 -1 E F�I cn O co z W w SHEET: A100 OF: SHEETS 0 W Z W ANDOVER PARK WEST (63rd. PL = 2G7.5 .4t ri Allk ril sip real il wir NI Allik " di li #itilis IIhP Aitrit ilau ialfor 'Pit" 1 MONUMENT SIGN TUW1LA PARKWAY (5. 1 58th STREET) EXISTING POLE SIGN TO BE PAINTED EXIST. LANDSCAPE SCREEN EXIST. TREES 111 It& 11110■1111111111 1h0.1 411-6 1111Wr" LA WINW 26.28' 0 O IF THESE SHEETS ARE NOT 24' X 3G" THEN DRAWING IS NOT TO LS! _- N CJ 0 ALE. NEW TRANSFOR (81X8'X011T) EXIST. CONC. C TO BE REMOVE NEW G" CONC. RV1 REFER TO LANDSCAPE PLAN FOR WORK TI115 AREA G7' -41I NEW DARRIER -FREE STALLS WITH SIDE AISLE FOR VAN PARKING MARK AND RE- STRIPE ALL NEW COMPACT PARKING STALLS SEW G" CONC. CURVE / / / / / / / /// XIST. CONC. CURVE TO BE REMOVED If) PL = 450.0' TOTAL EXISTING PARKING (INCL. C HANDICAP STALLS): I G5 STALLS TOTAL PARKING TO REMAIN (INCL. G HANDICAP STALLS): 157 STALLS SITE PLAN (2) RECEIVED CITY OF TLJKINILA1 NOV 01 2010 PERMIT CENTER z 0 D_ R U 0 UK.K CHECK: DF NOTES: PERMIT SET PLOT DATE: 10/15/2010 JOB NO: 1 009 UJ 0 CZ Q 2 DRAWN BY: UK.K CHECK: DF NOTES: PERMIT SET PLOT DATE: 10/15/2010 JOB NO: 1 009 Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA 98052 TEL: 425.216.0318 FAX: 425.216.0329 U �z <t n (3- zw 01::: U cn SHEET: A101 OF: SHEETS ANDOVER PARK WEST (63rd. AVENUE SOUTH) PL = 267.5 1 MONUMENT SIGN TUKWILA PARKWAY (5. 1 58 STREET) EXIST. LANDSCAPE SCREEN EX 5T. TREES IF THESE SHEETS ARE NOT 24" X 3G" THEN DRAWING 15 NOT T Agatw vivr =to: 20 EX'S PARKING LANDS 0 iRMWP UKK CHECK: DF NOTES: PERMIT SET PLOT DATE: 10/15/2010 JOB NO: 1009 DATE 2 10 TALLS ■•• mosig■••■•IMIO■ NEW TRAN5f0 (8iX85(01-1T) D<IST. CONC. C TO BE REMOVE r NEW G" CONC. 0 ER SCALE. RVE RVr EXISTING POLE SIGN TO 13E PAINTED 0 26.25' • D<ISTING CONC. ID 0 EXIST. BLDG REFER. TO LANDSCAPE PLAN FOR WORK THIS AREA 51_911 EXISTING DLI TO NEW BLD 0 EXISTING BUILDING !lio 27.95 fIN151-1 fLOOR 1 ,307 5f oz 31_711 EXISTING CU TO NEW CUR G 13 - REVIEWED FoR CODE COMPLI AppanvE JAN 07 'ail City of Tukwila BUILDING DIVISION N 0 G7I-4" MST. BLDG EXIST NG CONC. SIDEWALK 4 EXIST. PA K G 28 EXIST. PARKt NG RE ER TO SHEET A32 1=OR. BUILDNIG EXTERIO UPGRADES NEW LANDING +23.56' NEW BARRI ER-FR.Eff STALLS WITH SIDE AISLE FOR VAN PARKING cij MARK AND RE-STRIPE ALL NEW COMPACT PARKING STALLS 7 tXIST. PARKING 8 EXIST. PARKING 7 EXIST. PARKING zo 2 0 NEW G" CONC. CURVE EXIST. CONC. CURVE TO BE REMOVED .-• z 0 PLAN I 7 IXIST. PARKING aZ 1-2 EXISTING BUILDING 24.41' FIN1511 FLOOR 5,4 I 7 5f TR/651-1 TEMPORA TRASH AND RECYLCIN RY MST PARKI `-n 1 LANDSCAPE PL = 450.0' TOTAL EXISTING PARKING (INCL. G HANDICAP' STALLS): I G5 STALLS TOTAL PARKING TO REMAIN (INCL. G HANDICAP STALLS): 157 STALLS IS SITE PLAN x" = i R IVED CITY OF TUKWILA NOV 01 2010 PERMIT CENTER cf con z Z 0 17- a_ R 0 0 UKK CHECK: DF NOTES: PERMIT SET PLOT DATE: 10/15/2010 JOB NO: 1009 DATE 2 DRAWN BY: UKK CHECK: DF NOTES: PERMIT SET PLOT DATE: 10/15/2010 JOB NO: 1009 JIf Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA 98052 TEL: 425.216.0318 FAX: 425.216.0329 z Lu (r) SHEET: A102 OF: SHEETS 28' -0" 1 14 L PLANTER - r 2.1z Lu DEMOLITION PLAN 1/8" _ I I_01I KEY NOTES IF THESE SHEETS ARE NOT 24" X 3G" THEN DRAWING 15 NOT TO SCALE. SEE CIVIL SHEETS AND SHEET A- FOR WORK TO OCCUR BEFORE DEMOLITION CAN BEGIN. REMOVE AND DISPOSE OF EXISTING STOREFRONT AND ME O RE DISPOSE OF EXISTING EXTERIOR WALL. EMO E A D DIS "OSE v F STING X WALLS, DOO' ! " 5 INSTALL (1) LAYER 5/8" EXTERIOR YPSU 511 T NG • EXI5 G DEM G WALL IN ERCEPT EXISTIN D G p ; • AND CAP PER PLUMBING PLANS AN • AN • PLY TRUSSES PER STRUCTURAL DRAWINGS. TO FACE OF D WASTE LINES 0 • F C9) INSTALL NEW ROOF CURBING ABOVE BEFORE COMMENCING WITH - CUTTING AND REMOVING ROOF. REMOVE ► • pISPOSE OF EXISTING ROOF MEMBRANE, REMOVE AND DIS"•S : M' i R OF EXISTING EXTERIOR WALL. REMOVE AND DISPOSE OF EXISTING PLUMBING AND LIGHT FIXTURES AND TOILET ACCESSORIES REMOVE AND DISPOSE EXISTING STEEL COLUMNS (I O LOCATIONS) REMOVE AND DISPOSE OF EXISTING G" CONC. SLAB REMOVE SURROUNDING CONCRETE AND ASPHALT PAVING AS REQUIRED FOR EXCAVATION LEGS REVIEWED FOR CODE COMPLIANCE APPROVED JAN 07 2011 City of Tukwila BUILDING DIVISION EXISTING WALL TO REMAIN EXISTING WALL TO BE DEMOLISh ED crtYRS4SLn JAN, 0 52011 PERAMTCENTER 1 MI 1111 1 1 1 1 1 1 KEY PLAN 1 z O_ L 2 0 L 0 PERMIT COMMENT REVISION 1 , PERMIT COMMENT5 DF NOTES: PERMIT SET PLOT DATE: 10/15/2010 JOB NO: 1009 DATE o— N - 0 a 2 <I <I DRAWN BY: UKK CHECK: DF NOTES: PERMIT SET PLOT DATE: 10/15/2010 JOB NO: 1009 Jlf Jensen Fey ARCHITECTURE & PLANNING 7730 LEARY WAY NE REDMOND, WA 98052 TEL: 425.216.0318 FAX: 425.216.0329 z;4 EF-4' H ocn° @)p_, k w 1 ,� wQ �—,- cnOm z J z 0 O w D SHEET: A105 OF: SHEETS