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HomeMy WebLinkAboutPermit D07-270 - FITNESS OUTLET - DEMISING WALLSFITNESS OUTLET 17250 SOUTHCENTER PY D07.270 Parcel No.: 2623049117 Address: 17250 SOUTHCENTER PY TUKW Suite No: Cityif Tukwila Owner: Name: WIG PROPERTIES LLC -SS Address: 4811 134TH PL SE , BELLEVUE WA 98006 Phone: Contact Person: Name: LESHYA WIG Address: 4811 134 PL SE , BELLEVUE WA 98006 Phone: 425 - 957 -4774 Contractor: Name: WIG PROPERTIES LLC -SS Address: 4811 134TH PL SE , BELLEVUE WA 98006 Phone: (425)641 -2044 Contractor License No: WIGPRPL945N3 Value of Construction: $25,000.00 Type of Fire Protection: Type of Construction: doc: IBC-10/06 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 Tenant: Name: FITNESS OUTLET Address: 17250 SOUTHCENTER PY, STE 100 , TUKWILA WA DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D07 -270 Issue Date: 08/01/2007 Permit Expires On: 01/28/2008 Expiration Date: 08/23/2008 DESCRIPTION OF WORK: INSTALL SIDE DEMISING WALLS ONLY, INCLUDE BATHROOM SUSPENDED CEILING AND LIGHTING Fees Collected: $804.72 International Building Code Edition: 2006 Occupancy per IBC: D07 -270 Printed: 08-01 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City ak...iTukwila 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 Permit Number: D07 -270 Issue Date: 08/01/2007 Permit Expires On: 01/28/2008 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: Permit Center Authorized Signatur I hereby certify that I have read and Signature: Print Name: doc: IBC -10/06 N Date: 0 DI- permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complie her specified herein or not. The granting of this pe • does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating const - • • r the pe , - ce of work. I am authorized to sign and obtain this develop m t permit. Date: 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. D07 -270 Printed: 08 -01 -2007 Parcel No.: 2623049117 Address: Suite No: Tenant: 17250 SOUTHCENTER FY TUKW FITNESS OUTLET 1: ** *BUILDING DEPARTMENT CONDITIONS * ** doc: Cond -10/06 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 PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D07 -270 ISSUED 07/20/2007 08/01/2007 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 mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: 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 fmal inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type Ill, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 8: All 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. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 11: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 12: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 13: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 14: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431- 3670). D07 -270 Printed: 08-01 -2007 doc: Cond -10/06 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 15: 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. * *continued on next page ** D07 -270 Printed: 08 -01 -2007 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 I hereby certify that I have read these conditions and will comply with them as outlined. 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 provision of any other work or local laws regulating construction or the performance of work. Print Name: doc: Cond -10/06 Signature: vv Date: (t D07 -270 Printed: 08 -01 -2007 Site Address: Tenant Name: F 1 1—MV—SS O U T Property Owners Name: W 1 Q QOV Ue TI . L L C. ' Mailing Address: 4 $ (1 1 34 ft- SE , 6ELLV UE , City Name: Mailing Address: E -Mail Address:_ Company Name: Mailing Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://wwwatukwila.wa.us l 'LS Le6 t A... W d • 4 i 6q 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 ** King Co Assessor's Tax No.: 2 1.02'3 04 " , 111 SOUTH CVN'CF —tZ AY Suite Number: I Floor: 1. o we contact when your permrtis ready to be issued • Contact Person: E -Mail Address: Contractor Registration Number: Contact Person: E -Mail Address: QAApplica6onsTonns- Applications On Linea- 2006 -Permit Application.doc Revised 9-2006 bh -Dav Telephone:_ City - Fax Number: New Tenant: l. Yes ❑ ..No °) F200 to State 4-25 - °51 i 'o e State Zip State State Zip Company Name: To 13e r7ET Mailing Address: Zip City Day Telephone: Fax Number: Expiration Date: Company Name: QpN -Th LS AtKZ. G-4 l'` C -T U V- L 9' -S 14 N 6 ?-cur 1 1 1 Mailing Address: 21 e,0 M . 1 ol ST SV ' O 1 SEAtt T 1-E r (.-t f s °1 $13 '3 City State Zip Contact Person: ' �� C- 'AoC_I - Day Telephone: 20Ce 'A 13SA E -Mail Address: '-V---k C a ck 8 % . -C/n'1 Fax Number: 2 . 0e 14( 14 0 e wet stamped ly Zip City Day Telephone: Fax Number: Page 1 of 6 Will there be new rack storage? ❑ Yes Q ApplicationsWomwApplications On Line 3- 2006 - Pemil Applicationdoc Revised: 9-2006 bh BUILDING PERMIT INFORMATION 206 -431 -3670 Existing Building Valuation: $ '* 2 5 M I LL Valuation of Project (contractor's bid price): $ 2 —, 400 • 00 Scope of Work (please provide detailed information): t RSTA S I S I ►4 Ct 1,4 /lc (.,t-5 Of-1 t_:-( t NcrL _ 6 6 A S u5 4f` I.�v� V IVA NCI CV- L 14 Pill +J[.t E.. No If yes, a separate permit and plan submittal will be required. e; 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 Data 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. Page 2 of 6 k ,.: Existin g " = i Y Interior Re>n . Addition to Existing Structure N ew Ty of onstruction C per Type of Occupancy per i"Floor : 46).,147 51-4 1-$a -0 -. 2 � 6 D- O \/ 5 A/� 6-4 nd F1 s' -, 3 Floor Floors tbnr ' ' B asetnent Accessory ticxu - Attached Garage DetachedGare , 2" �a"s � t T r =r � - -- „Attached C. F Detached ;Carport -�.� Covered Decd! Uncovered Deck' -t Will there be new rack storage? ❑ Yes Q ApplicationsWomwApplications On Line 3- 2006 - Pemil Applicationdoc Revised: 9-2006 bh BUILDING PERMIT INFORMATION 206 -431 -3670 Existing Building Valuation: $ '* 2 5 M I LL Valuation of Project (contractor's bid price): $ 2 —, 400 • 00 Scope of Work (please provide detailed information): t RSTA S I S I ►4 Ct 1,4 /lc (.,t-5 Of-1 t_:-( t NcrL _ 6 6 A S u5 4f` I.�v� V IVA NCI CV- L 14 Pill +J[.t E.. No If yes, a separate permit and plan submittal will be required. e; 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 Data 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. Page 2 of 6 PUBL WORKS PERMIT Ir ORMATION 206433 -0174 Scope of Work (please provide detailed information): to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila 0... Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate 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 ❑ _Insurance ❑ .. 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 cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public ,, Q: Applieations\Fon s- Applications On Line\3 -2006 - Permit Appliulion.doc Revised: 9 -2006 bh Call before you Dig: 1- 800 - 424 -5555 ❑ .. Highline ❑... ValVue ❑ -Renton ❑ ... Sewer Availability Provided ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Renton ❑ .. Seattle ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding WO # WO # WO # ❑...Deduct Water Meter Size Private Private ❑...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: City State Zip Day Telephone: City State Zip Page 3 of 6 Unit Type L. ,...: .., r, .::.:Qty . .Unit_Type ._.. ., ...._> : Qty :_ Unit Type:,.: : ... _ Qty :. Boiler /Compressor... ��_ : . Qty Fumace<100K BTU Air Handling Unit >10,000 CFM Fire Damper 0-3 HP /100,000 BTU Fumace>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/md MECIiANI ERIVIIT INFORMATI N- 6-431-3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: 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 ....0 Other: Indicate type of mechanical work being installed and the quantity below: Q: Applications\Foms- Applications On Line\ -2006 - Permit Applicabon.doc Revised: 9 -2006 an City State Zip Page 4 of 6 Fixture Type ,:- - °, Qty - • i Future Type. ' Qty ! Fixture Type: '. 'Qty `. Fixture Type ? , `- t . - Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas • PLUMBIN G At GAS PIPING - PERMIT INFORMATION - 206-431-367 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: 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: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q: ApplicalionsWonns- Applications On LineV -2006 - Permit Applicationdoe Revised: 9 -2006 bh City State Zip Day Telephone: Fax Number: Expiration Date: Sewer: Page 5 of 6 Date Application Accepted: A.A ..,^ fr.0 J Date Application Expires: , I fr., Staff Initials: i • Print Name: l G KOC-I- Q: Wpplications\Fonns- Applications On lineO-2006 - Pemtit Applicationdoc Revised: 9 -2006 bh PERMIT AP LICATION NO liable to all permits in this applicatio 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 the date of 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 OWNER OR AUTHORIZED AGENT: Signature: Date: 7/ 10/ (3 Day Telephone: 2000 3& ) V 3S U Mailing Address: Z\ SO I J k 07 -rh Set. V. °) °U I33 City State Zip Page 6 of 6 Parcel No.: 2623049117 Permit Number: D07 -270 Address: 17250 SOUTECENTER PY TUKW Status: APPROVED Suite No: Applied Date: 07/20/2007 Applicant: FITNESS OUTLET Issue Date: Receipt No.: R07 -01561 Initials: JEM User ID: 1165 Payee: WIG PROPERTIES, LLC -SS TRANSACTION LIST: Type Method Description Amount Payment Check 2132 489.48 ACCOUNT ITEM LIST: Description BUILDING - NONRES STATE BUILDING SURCHARGE 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:/lwww.citukwila.wa.us RECEIPT Account Code Current Pmts 000/322.100 484.98 000/386.904 4.50 Total: $489.48 Payment Amount: $489.48 Payment Date: 08/01/2007 03:22 PM Balance: $0.00 0954 08/02 9710 TOTAL 489.48 doc: Receiot -06 Printed: 08 -01 -2007 TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES 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 RECEIPT Parcel No.: 2623049117 Permit Number: D07 -270 Address: 17250 SOUTHCENTER PT TUKW Status: PENDING Suite No: Applied Date: 07/20/2007 Applicant: FITNESS OUTLET Issue Date: Receipt No.: R07 -01438 Payment Amount: $315.24 Initials: JEM Payment Date: 07/20/2007 10:03 AM User ID: 1165 Balance: $489.48 Payee: PARTNERS ARCHITECTURAL DESIGN GROUP INC Amount Payment Check 4379 315.24 Account Code Current Pmts 000/345.830 315.24 Total: $315.24 0502 07/20 9716 TOTAL 315.24 doc: Receipt -06 Printed: 07 -20 -2007 Project, ( / /7. � �'/ / NPIJ C/� Type Inspect l i' ,, / 4. d�/ 1, Address: / C /4- � �, /7as- bin > sz l Date Called: Special Instructions: Date Wanted: I/- Zo —c7 7 4 �.m. Requester: Phone No: 3`U9 -- 9'3 — ,63/ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 IM Xpproved per applicable codes. Corrections required prior to approval. COMMENTS: 'Inspector ;/ Date: /4 0 $58.00 RE,#IGSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Pro' t ecti Type of In on Address: / _54)1 /h D te ailed: P .-. Special Instructions: Dare Want/d %4/h C-e Requester: - . u a � —5 3 — 2 h 3 / DO 7 270 INSPECTION RECOFD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 12 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 'Inspector: 'Date: ❑ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: , , r --- ; /A/i Ss / 7 -7 Type of Inspection: _..5 4,...s ( ei/:' I/ Date Called: Address: / 7 z." Sa.,/h4- . Special Instructions: Date Wanted: p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 1 roved per applicable codes. DD7-2_70 []Corrections required prior to approval. COMMENTS: D 7 e V / A._ A ,1 -A....... $58.1:0 REINSPECTION FEE EQUIRE . Prior to inspection, fee must be paid at 6300 Southcenter 13l d., Suite 00 e . Call the schedule reinspection. 'Receipt No.: 'Date: Project: , PType QNerLcf of Inspection: s ,Ct.f,„ � -ru Address: 172 Sa Suite #: 5. C • N/`"O`r Contact Pe on: re4tA .1 ) LAx,pv , Special Instructions: Occupancy Type: Phone No.: 2,S3 3 1 Z' 6,-7, / Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: a INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Dal - 2.7 07- 5- 2 1 f3' PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 J Approved per applicable codes. Word /Inspection Record Form.Doc 1/13/06 ri Corrections required prior to approval. $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from ity of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 COMMENTS: v!� Inspector: 5i Date: i op e) `' Hrs.: Project: i Nr� s / / �r� Type ol�ispection: Address: /7 ?5 y . / iX Date Called: Special Instructions: Date Wanted /L` / /e7417 a.- p.m. Requester: Phone No: �&- — 5 . 5 .- -2637 INSPECTION RECORD Retain a copy with permit INSPE N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. \ Corrections required prior to approval. CO r/ v f1 ✓i c�,�� (rte %v5�� �' z Q pecto /,lam $58 %0 REINSPECTION p. d at 6300 Southcent eipt No.: /) - ? Date: fe EE REQUIRED /Prior to inspection. fee must be Blvd.. Suite 100. Call the schedule reinspection. 'Date: COMMENTS: f •: Type o ffection 1 mil / 14..J.6, 6)1 4 / "IV& — 41 i) /(Alcf, Ad ress: Date Called: ( ( 4 / / / / / 4 / ) , t i — A//7) (Jr cc�1 p / 6 -JEl/ ? /I der dr✓p/b j// Requester: Phone No: Project". i I /1 Nt=56 (' ✓ f •: Type o ffection 1 mil / 14..J.6, Ad ress: Date Called: Special Instructions: Date Wanted: / a.rri Requester: Phone No: NSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Di) 7 - z7o PERMIT NO. (306)431 -3670 Approved per applicable codes. El Corrections required prior to approval. $ 8.00 REINSPECTION FEE REQLflRED. Prior to inspection. fee must be aid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: Opaque Concrete /Masonry Wall Requirements Wall Maximum U- factor is 0.15 (R5.7 continuous ins) CMU block walls with insulated cores comply If project qualifies for Concrete/Masonry Option, list walls with HC z 9.0 Btu/ft below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 10-9 in the Code. Wall Description (including insulation R -value & position) U factor Concrete/Masonry Option 0 yes Check here If using this option and if project meets all requirements for the Concrete/Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying 0 no assembly below. Applicant Address: 10230 NE Points Drive, Suite 300, Kirkland, WA 98033 30. 0 NCE )DE CO 1 A O Ve Below Grade Walls N/A JUL 31 2001 N/A Slabs -on -Grade Of TavAla 10.0 .A1 ) .tb N/A Maximum U- factors Opaque Doors Space Heat Type 0 Electric resistance ® All other (see over for definitions) Glazing Area Calculation Note: Below grade walls may be included in the Gross Exterior Wall Area if they are insulated to the level required for opaque walls. Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Glazing 8645.0 ÷ 33886.0 X 100 = 25.5% Concrete/Masonry Option 0 yes Check here If using this option and if project meets all requirements for the Concrete/Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying 0 no assembly below. Envelope Requirements (enter values as applicable) Fully heated/cooled space Minimum Insulation R- values Roofs Over Attic For Building Department Use � f E Copy w. • I r" "" ". r . N/A All Other Roofs Applicant Address: 10230 NE Points Drive, Suite 300, Kirkland, WA 98033 30. 0 Opaque Walls' 11.0 Below Grade Walls N/A Floors Over Unconditioned Space N/A Slabs -on -Grade 10.0 Radiant Floors N/A Maximum U- factors Opaque Doors 0.600 Vertical Glazing 0.600 Overhead Glazing N/A Maximum SHGC (or SC) Vertical/Overhead Glazing 0. Project Info Project Address Building 8, South Center Square Date 7/3.9/2007 Tukwila, WA For Building Department Use � f E Copy w. • I r" "" ". r . Applicant Name: Freiheit and Ho Architects, Inc., P.s. Applicant Address: 10230 NE Points Drive, Suite 300, Kirkland, WA 98033 Applicant Phone: 425.827.2100 Envelope Summary Climate Zone 1 ENV -SUM 2004 Washington State Nonresidential Energy Code Compliance Forms 'Project Description New Building ❑ Addition Compliance Option Prescriptive ❑ Component Performance ❑ Systems Analysis (See Decision Flowchart (over) for qualifications) Seml- heated space 2 Minimum Insulation R- values Roofs Over Semi - Heated Spaces2 IN /A Notes: 2004 Washington State Nonresidential Energy Code Compliance Form 1. Assemblies with metal framing must comply with overall U- factors 2. Refer to Section 1310 for qualifications and requirements ❑ Alteration ❑ Change of Use Revised May 2005 RECEIVED CITY OF TUKWILA JUL 2 0 2007 PERMIT CENTER 704 2004 Washington State Nonresidential Energy Code Compliance Form Envelope Summary (back) Climate Zone 1 ENV -SUM 2004 Washington State Nonresidential Energy Code Compliance Forms Decision Flowchart for Prescriptive Option Use this flowchart to determine if project qualifies for the optional Prescriptive Option. If not, either the Component Performance or Systems Analysis Options must be used. 1302 Space Heat Type: For the purpose of determining building envelope requirements, the following two categories comprise all space heating types: Other: All other space heating systems including gas, solid fuel, oil, and propane space heating systems and those systems listed in the exception to electric resistance. (continued at right) All Insulation Installed? Below Grd Wall (ext) Below Grd Wall (oth) Roof Over Attic All Other Roof Raised Floor Slab -On -Grade Radiant Floor Opaque Door R -10 R -19 R -30 R -21 R -19 R -10 R -10 U -0.60 0] L Yes s All Insulation Installed? Below Grd Wall (ext) Below Grd Wall (oth) Roof Over Attic All Other Roof Raised Floor Slab -On -Grade Radiant Floor Opaque Door Wood R -10 R -19 R -38 R -30 R -30 R -10 R -10 U -0.60 Metal R -10 U -0.062 U -0.031 U -0.034 U -0.029 R -10 R -10 U -0,80 Ye • Mass Wall Insulation Req. Mass Wall U0.15/R5.7ci CMU Block Ins. Cores Wood Frame R19 Metal Framed R19 Concrete/Masonry Option* Assembly Description Glazing Criteria Met? Glazing Vert OH Area % UVal UVal 0-30% 0.55 0.70 30-45% 0.45 0.60 >45% Not Allowed Yes Wall Heat Capacity (HC) Assy.Tag SHGC 0.45 0.40 Prescriptive Path Allowed Component Performance or Systems Analysis Required HC** Totals Yes • Glazing Criteria Met? Glazing Vert OH Area % UVal UVal SHGC 0-30% 0.40 0.80 0.40 >30 Not Allowed Yes Area (sf) Area weighted HC: divide total of (HC x area) by Total Area Mass Wall Insulation Req. Mass Wall U0.15/R5.7ci CMU Block Ins. Cores Wood Frame R19 Metal Framed U0.062 HC x Area Revised May 2005 Electric Resistance: Space heating systems which use electric resistance elements as the primary heating system including baseboard, radiant, and forced air units where the total electric resistance heat capacity exceeds 1.0 Wi5 of the gross conditioned floor area. Exception: Heat pumps and terminal electric resistance heating in variable air volume distribution systems. N N if the area weighted heat capacity (HC) of the total above grade wall is a minimum of 9.0, the Concrete Masonry Option may be used. **For framed walls, assume HC =1.0 unless calculations are provided; for all other walls, use Section 1009. Project Address Building S, South Center Square Date 7/19/2007 Space Heat Type 0 Electric resistance © All other For Building Department Use Glazing Area as % gross exterior wall area 25.5% Prop. I 45.0% Max.Target Concrete/Masonry Option 0 Yes © No Notes: If glazing area exceeds maximum allowed in Table, then calculate adjusted areas on back (over). Building Component List components by assembly ID & page # Proposed UA U- factor x Area (A) = UA (U x A) Target UA U- factor x Area (A) = UA (U x A) 6wZe!O Ie3!POA U= 0.440 U= U= U= U= U= U= Plan ID Storefront Win. 6 Doors 8 A4.0/9 A4.1 Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: 0.440 8645.0 3803.8 0.550 8645.0 4754.8 Glazing % Electric Resist. Other Heating 0-30% 0.40 0.55 >30 -45% see note above 0.45 r Overhead Glazing I SOP' Jan0 U= N/A U= U= U= Plan ID NA Plan ID NA Plan ID NA Plan ID NA 0.700 Glazing % Electric Resist. Other Heating 0-30% 0.6 0.7 >30 -45% see note above 0.6 Oth.Roofs I U= N/A U= U= U= Plan ID NA Plan ID NA Plan ID NA Plan ID NA 0.700 Opaque Doors U= 0.600 U= U= Plan ID Service Door 8A4.0/8A4.1 Plan ID: Plan ID: 0.600 253.0 151.8 0.600 253.0 151.8 Electric Resist. Other Heating 0.60 0.60 `JJIuO �AO R= N/A R= R= Plan ID: Plan ID: Plan ID: 0.036 Electric Resist. Other Heating 0.031 0.036 SJOO Jaya) R=30.0 R= R= Plan ID Built up Roof S A5.0 Plan ID: Plan ID: 0.036 45876.7 1651.6 0.046 45876.7 2110.3 Electric Resist. Other Heating 0.034 0.046 Opaque Walls* R =11.0 Plan ID Conc. Tilt Up S A5.0 R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: *'Note: sum of Target Areas here should equal 0.190 24988.0 4747.7 Target Opaque Wall Area (see back) 0.190 24988.0 4747.7 ** ** Electric Resist. Other Heating Frame -Wd 0.062 0.062 Frame -Mtl 0.062 0.109 Mass Wall ; ` 0.15 0.15 ++ see mass wall Criteria I buem wu, as R= Plan ID: R= Plan ID: R= Plan ID: Note: if insulated to levels required for opaque walls, list above with opaque walls Electric Resist. Other Heating Int Ins 0.062 0.062 Ext Ins 0.07 0.07 NuwuI I C JO AO R= N/A R= R= R= Plan ID: Plan ID: Plan ID: Plan ID: 0.056 Electric Resist. Other Heating 0.029 0.056 IA/VW 3u0!Nea ape.16 -S IMflPIC' R =10.0 R= R= R= Plan ID IIninsulat°d Slab sA5.0 Plan ID: Plan ID: Plan ID: 0 .730 2359.0 1722.1 0.540 2359.0 1273.9 Electric Resist. Other Heating F =0.54 F =0.54 (see Table 13 -1 for radian floor values) *For CMU walls, indicate core insulation material. Totals' 82121.7 12077.0 Totals 82121.7 13038.5 2004 Washington State Nonresidential Energy Code Compliance Form Envelope UA Calculations Climate Zonel ENV -UA 2004 Washington State Nonresidential Energy Code Compliance Forms Revised May 2005 To comply: 1) Proposed Total UA shall not exceed Target Total UA. 2) Proposed Total Area shall equal Target Total Area. OG= OG= Target SHGC SHGC x Area (A) = SHGC x A VG= 8645.0 0.370 8645.0 3198.7 0.450 8645.0 3890.3 45876.7 `Note: Manufacturer's SC may be used in lieu of SHGC. Totals 24988.0 Glazing List components by assembly ID & page # Proposed SHGC SHGC` x Area (A) = SHGC x A Target SHGC SHGC x Area (A) = SHGC x A 6uizeID ID: Storefront Windows & Doors E A4.0 /E ID: ID: ID: ID: 0.370 8645.0 3198.7 0.450 8645.0 3890.3 Glazing % Electric Resist. Other Heating 0 -30% 0.4 ' 0.45 >30 -45% not allowed 0.4 `Note: Manufacturer's SC may be used in lieu of SHGC. Totals 8645.0 3198.7 Totals 8645.0 3890.3 Climate Zone 1 ENV -SHGC 2004 Washington State Nonresidential Energy Code Compliance Forms For compliance: Proposed total SHGC x A shall not exceed Target total SHGC x A NOTE: Since 1997 SHGC compliance for vertical and overhead glazing is allowed to be calculated together. Target Area Adjustment Calculations If the total amount of glazing area as a % of gross exterior wall area (calculated on ENV -SUM1) exceeds the maximum allowed in Table 13 -1, then this calculation must be submitted Use the resulting areas In the Target UA and SHGC calculations above. Glazing Area Opaque Area Gross Exterior Wall Area I 15248.7 I Roofs over Attics Other Roofs Walls) 2004 Washington State Nonresidential Energy Code Compliance Form Proposed Areas: Numbered values are used in calculations below. Roofs over Attics Other Roofs Walls Max Glazing Area (Table 13 -1) I 33886.0 I X ( 45.0% ( _ 100 I = I 15248.7 Y / Target OG Area in Roofs over Attics Q lesser 15248.7 s. Proposed Opaque Area + 45876.7 24988.0 I Max OG Remaining I 15248.7 I Target OG Area In Other Roofs Maximum Target Glazing Area a lesser 15248.7 Target VG Area I 8645.0 I Proposed OG Area Target OG Area`►' Target Opaque Area 45876.7 Target Opaque Area Proposed Opaque Area Proposed VG Area Target VG Area + I 8645.0 I — I 8645.0 I Note: If there Is more than one type of wall, the Target VG Area may be distributed among them, and separate Target Opaque Areas found. If the Target Areas for Opaque Walls listed on the front must equal the total calculated here. 24988.0 Revised May 2005 Note: OG = overhead glazing VG = vertical glazing For Target OG's, the lesser values are used both here and below. I Target Areas OK I Target values In shaded boxes are used in the applicable Target UA calculations on the front. Target VG Area and Total Target OG Area are also used in the applicable Target SHGC calculations above. Building Permit Plans Checklist ENV -CHK 2004 Washington State Nonresidential Energy Code Compliance Forms Revised May 2005 Project Address Building S, South Center Square 'Date. 7/19/2007 The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes GENERAL REQUIREMENTS (Sections 1301 -1314) 1301 Scope Unconditioned spaces identified on plans if allowed 1302 Space heat type: If "Other', indicate on plans that electric resistance heat is not allowed 1310.2 Semi - heated spaces Semi- heated spaces identified on plans if allowed 1311 Insulation 1311.1 Insul. installation Indicate densities and clearances 1311.2 Roof /ceiling insul. Indicate R -value on roof sections for attics and other roofs; Indicate clearances for attic insulation; Indicate baffles if eave vents installed; Indicate face stapling of faced batts 1311.3 Wall insulation Indicate R -value on well sections; Indicate face stapling of faced baits; Indicate above grade exterior insulation is protected; Indicate loose -fill core insulation for masonry walls as necess; Indicate heat capacity of masonry walls if masonry option is used F73; 1311.4 Floor insulation Indicate R -value on floor sections; Indicate substantial contact with surface; Indicate supports not more than 24" o.c.; Indicate that Insulation does not block airflow through foundation vents 1311.5 Slab -on -grade floor Indicate R -value on wall section or foundation detail; Indicate slab Insulation extends down vertically 24" from top; Indicate above grade exterior insulation is protected 1311.8 Radiant floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 38" from the top; Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where req'd. by Official 1312 Glazing and doors Provide calculation of glazing area (including both vertical vertical and overhead) as percent of gross wall area 1312.1 U- factors Indicate glazing and door U- factors on glazing and door schedule (provide area - weighted calculations as necessary); Indicate if values are NFRC or default, if values are default then specify frame type, glazing layers, gapwidth, low -e coatings, gas fillings 1312.2 SHGC & SC Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule (provide area - weighted calculations as necessary) 1313 Moisture control 1313.1 Vapor retarders Indicate vapor retarders on warm side 1313.2 Roof /ceiling vap.ret Indicate vapor retarder on roof section; Indicate vap. retard. with sealed seams for non -wood struc. 1313.3 Wall vapor retarder Indicate vapor retarder on wall section 1313.4 Floor vapor retarder Indicate vapor retarder on floor section 1313.5 Crawl space yap. ret Indicate six mil black polyethylene overlapped 12" on ground 1314 Air leakage 1314.1 Bldg. envel. sealing Indicate sealing, caulking, gasketing, and weatherstripping 1314.2 Glazing/door sealing Indicate weatherstripping 1314.3 Assemb. as ducts Indicate sealing, caulking and gasketing PRESCRIPTIVE/COMPONENT PERFORMANCE (Sections 1320 -23 or 1330 -34) Envelope Sum. Form Completed and attached. Provide component performance worksheet if necessary If "no" Is shown for any question, provide explanation: 2004 Washington State Nonresidential Energy Code Compliance Form 2004 Washin ton State Nonresidential Ener Code Corn . liance Form Building Permit Plans Checklist ENV -CHK 2004 Washington State Nonresidential Energy Code Compliance Forms Revised May 2005 Envelope - General Requirements 1311 Insulation 1311.1 Installation Requirements: All insulation materials shall be installed according to the manufacturer's instructions to achieve proper densities, maintain clearances, and maintain uniform R- values. To the maximum extent possible, insulation shall extend over the full component area to the intended R- value. 1311.2 Roof/Ceiling Insulation: Open -blown or poured loose - fill insulation may be used in attic spaces where the slope of the ceiling is not more than 3/12 and there is at least thirty inches of clear distance from the top of the bottom chord of the truss or ceiling joist to the underside of the sheathing at the roof ridge. When eave vents are installed, baffling of the vent openings shall be provided so as to deflect the incoming air above the surface of the insulation. Where lighting fixtures are recessed into a suspended or exposed grid ceiling, the roof /ceiling assembly shall be insulated in a location other than directly on the suspended ceiling. Exception: Type IC rated recessed lighting fixtures. Where installed in wood framing, faced batt insulation shall be face stapled 1311.3 Wall Insulation: Exterior wall cavities isolated during framing shall be fully insulated to the levels of the surrounding walls. When installed in wood framing, faced batt insulation shall be face stapled. Above grade exterior insulation shall be protected. 1311.4 Floor Insulation: Floor insulation shall be installed in a permanent manner in substantial contact with the surface being insulated. Insulation supports shall be installed so spacing is not more than twenty-four inches on center. Installed insulation shall not block the airflow through foundation vents. 1311.5 Slab -On -Grade Floor: Slab -on -grade insulation installed inside the foundation wall shall extend downward from the top of the slab a minimum distance of twenty -four inches or to the top of the footing, whichever is less. Insulation installed outside the foundation shall extend downward a minimum of twenty -four inches or to the frostline, whichever is greater. Above grade insulation shall be protected. Exception: For monolithic slabs, the insulation shall extend downward from the top of the slab to the bottom of the footing. 1311.6 Radiant Floors (on or below grade): Slab - on - grade insulation shall extend downward from the top of the slab a minimum distance of thirty -six inches or downward to the top of the footing and horizontal for an aggregate of not less than thirty -six inches. If required by the building official where soil conditions warrant such insulation, the entire area of a radiant floor shall be thermally isolated from the soil. Where a soil gas control system is provided below the radiant floor, which results in increased convective flow below the radiant floor, the radiant floor shall be thermally isolated from the sub -floor gravel layer. 1312 Glazing and Doors 1312.1 Standard Procedure for Determination of Glazing and Door U- Factors: U- factors for glazing and doors shall be determined, certified and labeled in accordance with Standard RS -31 by a certified independent agency licensed by the National Fenestration Rating Council (NFRC). Compliance shall be based on the Residential or the Nonresidential Model Size. Product samples used for U- factor determinations shall be production ine units or representative of units as purchased by the consumer or contractor. Unlabeled glazing and doors shall be assigned the default U-fador in Section 2006. 1312.2 Solar Heat Gain Coefficient and Shading Coefficient: Solar Heat Gain Coefficient (SHGC), shall be determined, certified and labeled in accordance with the National Fenestration Rating Council (NFRC) Standard by a certified, independent agency, icensed by the NFRC. Exception: Shading coefficients (SC) shall be an acceptable alternate for compliance with solar heat gain coefficient requirements. Shading coeffidents for glazing shall be taken from Chapter 27 of Standard RS-27 or from the manufacturers test data 1313 Moisture Control 1313.1 Vapor Retarders: Vapor retarders shall be installed on the warm side (in winter) of insulation as required by this section. Exception: Vapor retarder installed with not more than 1/3 of the nominal R-value between it and the conditioned space. 1313.2 Roof /Ceiling Assemblies: Roof /ceiling assemblies where the ventilation space above the insulation is less than an average of twelve inches shall be provided with a vapor retarder. Roof /ceiling assemblies without a vented airspace, where neither the roof deck nor the roof structure are made of wood, shall provide a continuous vapor retarder with taped seams. Exception: Vapor retarders need not be provided where all of the insulation is installed between the roof membrane and the structural roof deck 1313.3 Walls: Walls separating conditioned space from unconditioned space shall be provided with a vapor retarder. 1313.4 Floors: Floors separating conditioned space from unconditioned space shall be provided with a vapor retarder. 1313.5 Crawl Spaces: A ground cover of six mil (0.006 inch thick) black polyethylene or approved equal shall be laid over the ground within crawl spaces. The ground cover shall be overlapped twelve inches minimum at the joints and shall extend to the foundation wall. Exception: The ground cover may be omitted in crawl spaces if the crawl space has a concrete slab floor with a minimum thickness of three and one - half inches. 1314 Air Leakage 1314.1 Building Envelope: The requirements of this section shall apply to building elements separating conditioned from unconditioned spaces. Exterior joints around windows and door frames, openings between walls and foundation, between walls and roof and wall panels; openings at penetrations of utility services through walls, floors, and roofs; and all other openings in the building envelope shall be sealed, caulked, gasketed, or weatherstripped to limit air leakage. 1314.2 Glazing and Doors: Doors and operable glazing separating conditioned from unconditioned space shall be weatherstripped. Fixed windows shall be tight fitting with glass retained by stops with sealant or caulking all around Exception: Openings that are required to be fire resistant 1314.3 Building Assemblies Used as Ducts or Plenums: Building assemblies used as duds or plenums shall be sealed, caulked, and gasketed to limit air leakage. ACTIVITY NUMBER: D07 -270 DATE: 07 -20 -07 PROJECT NAME: FITNESS OUTLET SITE ADDRESS: 17250 SOUTHCENTER PY, STE 100 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Bui dP ing Div o n Pt bl 1-2-441 � DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP 5( 'L 1 Fire revention Structural Incomplete n TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 n DATE: DATE: Pfanni g Division Permit Coordinator No further Review Required DUE DATE: 07-24-07 Not Applicable C Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 08-21-07 Approved ❑ Approved with Conditions 0 Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Business Owner Information Name Role Effective Date Expiration Date WIG, MANMOHAN K PARTNER/MEMBER 08/23/2006 Bond Amount WIG, PRISCILLA P PARTNER/MEMBER 08/23/2006 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date TRAVELERS Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries GeneraUSpecialty Contractor A business registered as a construction contractor with L &I 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. License Information License Licensee Name Licensee Type UBI Ind. Ins. Account Id Business Type Address 1 Address 2 City County State Zip Phone Status Specialty 1 Specialty 2 Effective Date Expiration Date Suspend Date Separation Date Parent Company Previous License Next License Associated License WIGPRPL945N3 WIG PROPERTIES LLC -SS CONSTRUCTION CONTRACTOR 602392950 LIMITED LIABILITY COMPANY 4811 134TH PL SE BELLEVUE KING WA 98006 4256412044 ACTIVE GENERAL UNUSED 8/23/2006 8/23/2008 SEATADC016JH https: // fortress .wa.gov /lnilbbip /printer.aspx ?License= WIGPRPL945N3 08/01/2007 DESCRIPTION I 1 PERMIT SUBMITTAL ECT TO SUILDINCs DEPARTMENT APPROVALI 1 I SM0 11.1 c1C: aI■1 SiMlo I S 1/a o_L 31d❑ I LeveI/L I rons Ql I .1-Er 7 131 nssi pns DRAWN: ESC CHECK: EK JOB NO: 0ro -055.16 U _.I 7250 S LJU U M �J M` U 1 1 EN" J ER P RKW n) S 11 YD& AS [ N SUF J UA NK ,H 100 tO 5971 13 1 4 D SEPARATE PERMIT REQUIRED FOR: .r t e ch r i., Date: City of Tukwila BUILDING DIVISION BUILDING Ctt o7 TU 'k� / � ia � DIVLSION Plan review approval Is subject to errors and Omission& Approval of construction documents does not a the violation cf any cccep.cd code or ordinance. ReCelpt Of approved Fc ::.1 ccnd :don s I adcnotviedgadt By REVISIONS No dlanges shall be made tote scoPe of work without prior approval of Tidevila Building NOTE: a� submittal and may include additional Pto review fees I 9 I ALL SUB- CONTRACTORS MUST EE WORKING FROM A FULL SET OF DOCUMENTS. ALL SUB- CONTRACTORS TO VERIFY ALL DIMENSIONS FOR THEIR SCOPE OF WORK N EVENTS OF CONFLICTS OR CHANGES BETWEEN DETAILS OR BETWEEN PLANS AND SPECIFICATIONS, NOTIFY THE ARCHITECT IMMEDIATELY. NO MATERIALS OR PRODUCTS CONTAINING ASBESTOS ARE TO 5E UTILIZED IN THIS PROJECT. NO PRODUCTS ARE TO SE UTILIZED N THIS WORK THAT WILL REQUIRE SPECIAL INSPECTIONS OF HAZARDOUS MATERIALS SHOULD THEY 5E REMOVED. ALL CONSTRUCTION SHALL COt O '1 TO THE 2006 EDITION OP THE INTERNATIONAL BUILDING CODE. ALL CONSTRUCTION SHALL 13E DONE IN ACCORDANCE WITH TI-ESE PLANS 4 PROJECT SPECIFICATIONS. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS. IN THE EVENT OF CONFLICTS OR CHANGES BETWEEN DETAILS OR BETWEEN THE PLANS 4 SPECIFICATIONS, NOTIFY THE ARCHITECT IMMEDIATELY. FINISH FLOOR REF. DATUM EQUALS (100' -0'). REFER TO TOPOGRAPHIC SURVEY FOR ACTUAL SITE ELEVATION. ALL DIMENSIONS ARE TO FACE OF CONCRETE, MASONRY, PACE OP FRAMING OR COLUMN CENTER LINES UTLO. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED WOOD PRESSURE TREATED WOOD OF ANY SPECIES OR FOUNDATION GRADE CEDAR OR REDWOOD. ALL MARKED BY AN APPROVED TESTING AGENCY. ALL WOOD FORMS USED FOR CONCRETE, IN THE GROUND OR EETWEEN FOUNDATION SILLS 4 THE GROUND SHALL BE REMOVED. PROVIDE HORIZONTAL PIREBLOCKING IN ALL FRAME WALLS AT 10' -0' O.C. 4 WHERE FRAME WALLS PENETRATE CEILING. PIREELOCK IN ACCORDANCE WITH I.E.C. SEC. 10822. ORAPTSTOPPNG IN FLOORS IS NOT REQUIRED IN BUILDING$ EQUIPPED THROUGHOUT WITH SPRINKLER SYSTEMS IN ACCORDANCE WITH SECTION 9033.1. (I5C 11133) DRAPTSTOPPING IN ATTICS IS NOT REQUIRED IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 5033.1. (IBC 111.43) PROVIDE A FLOOR OR LANDING NOT GREATER THAN I / "' BELOW THRESHOLD AT ALL DOORWAYS. PROVIDE ELDG. ADDRESS PER OWNERS BUILDING STANDARDS. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. NEC 1008.1.8.1 HARDWARE. DOOR HANDLES, ULLS LATCHES, LOCKS AND OTHER OPERATING DEVICES ON DOORS REQUIRED TO EE ACCESSIBLE BY CHAPTER 11 SHALL NOT REQUIRED RIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE. 10081.83 LOCKS AND LATCHES. LOCKS AND LATCHES SHALL BE PERMITTED TO PREVENT OPERATION OF DOORS WHERE ANY OF THE FOLLOWING EXISTS: 2. IN SUILDNGS IN OCCUPANCY GROUPS M, THE MAIN EXTERIOR DOOR OR DOORS ARE PERMITTED TO EE EQUIPPED WITH KEY - OPERATED LOCKING DEVICES FROM THE EGRESS SIDE PROVIDED: 2.1 THE LOCKING DEVICE I5 READILY DISTINGUISHABLE AS LOCKED, 2.2 A READILY vISIELE DURABLE SIGN IS POSTED ON THE EGRESS SIDE OR ADJACENT TO THE DOOR STATING: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. THE SIGN SHALL 5E IN LETTERS 1 INCH HIGH ON A CONTRASTING BACKGROLN17. ALL ROOMS OR AREAS HAYING AN OCCUPANT LOAD OF 50 (1,500 SF OF RETAIL SPACE) OR MORE SHALL HAVE AT LEAST 2 EXITS TO THE EXTERIOR OR TO AN EXIT CORRIDOR ( ONE - HOUR CONSTRUCTION). 15C. 1014.1 ) EXITS SHALL HAVE A MN. SEPARATION OF ONE HALF THE MAX. OVERALL DIAGONAL OF THE 13UILDNG OR AREA SERVED, MEASURED IN A STRAIGHT LINE BETWEEN EXITS. ( I$.C. SECTION 1014.2.1 ) EXCEPTION 2 - WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 5033.1 OR 9033.12, THE SEPARATION DISTANCE OF THE EXIT DOORS OR EXIT ACCESS DOORWAYS SHALL NOT BE LESS THAN ONE -THIRD OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE AREA SERVED. EXPOSED INSULATION MATERIALS INCLUDING FACINGS AND VAPOR BARRIERS, SHALL HAVE A FLAME SPREAD RATING NOT TO EXCEED 25, AND A SMOKE DENSITY NOT TO EXCEED 450, OR SHALL BE IN SUBSTANTIAL CONTACT WITH THE WALL OR CEILING SURFACE FNISH. (I.B.C. SECTION 803) ELECTRIC RESISTANCE HEAT IS NOT ALLOWED UNLESS THE WASHINGTON STATE NON - RESIDENTIAL ENERGY CODE COMPLIANCE FORM IS REVISED. LIMIT AIR LEAKAGE PER W,S.E:C. SECT. 1314. WNEN THE FLOOR AREA OF 'GROUP 5 OR GROUP M' OCCUPANCIES EXCEED 1500 S. TWO BARRIER FREE RESTROOMS WILL BE REQUIRED. 29023.1 EXC. 2 WASHINGTON STATE AMENDMENTS WHEN THE OCCUPANT LOAD EXCEEDS 50 THE DOORS MUST SWING IN THE DIRECTION OF EXIT TRAVEL. IBC 1008.12 DEAD END CORRIDOR IBC SECTION 10163 EXCEPTION 2: IN OCCUPANCIES IN GROUPS E AND F WHERE THE BUILDING IS EQUIPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 5033.11, THE LENGTH OF DEAD END CORRIDOR SHALL NOT EXCEED 50 FEET (15240 MM) SYM 101 < 1,42 e i_ 0 11 950 SQPT. /4 < $ UILDING SECTION SECTION IDENTIFICATION LOCATED ON SHEET_ WALL SECTION SECTION IDENTIFICATION C LOCATED ON SHEET.. DETAIL DETAIL IDENTIFICATION LOCATED ON SHEET INTERIOR ELEVATION ELEVATION IDENTIFICATION LOCATED ON SHEET ROOM SYMBOL OFFICE < ROOM NAME ROOM NUMBER ROOM MATERIAL CODES let No FLOOR/EASE 2nd No WALLS/WAINSCOT 3rd No CEILING CEILING HEIGHT SQUARE FOOTAGE GRID MARKERS LETTERS IN ONE DIRECTION NUMBERS N THE OTHER DOOR SYMBOL BOL C DOOR NUMBER <_DOOR Dr WALL SYMBOL WALL IDENTIFICATION WINDOW 5Th OL WINDOW IDENTIFICATION MIATCI -1 L INE SHADED PORTION IS THE SIDE CONSIDERED �12 -15 NORTH ARROW ELEVATION MARKER FINISH GRADE ELEVATION TOP OP CURE TOP OF PAVEMENT CENTER LINE - - PROPER r LINE NEW CONTOUR i / EXISTING CONTOUR REVISION CLOUD IDENTIFYING NUMBER GRAY LNES REPRESENT EXISTING TO REMAIN BLACK LINES REPRESENT NEW CONSTRUCTION DASHED LINES INDICATE EXISTING TO EE REMOVED V C N L_ 'Y MA SITE °3 NS CENTERLINE DIAMETER OR ROUND 1 PERPENDICULAR • POUND OR NUMBER AE. ANCHOR BOLT ACOUS. ACOUSTICAL AFF. ABOVE FINISH PLR. AGGR AGGREGATE ALUM. ALUMINUM ANOD. ANODIZED APPROX. APPROXIMATE ARCH. ARCHITECTURAL ASPH. ASPHALT L ED. BLDG. ELI. BLK'G. 5M. BOT. B.U.R. CA5. C.B. OEM CH. CLG. CUR. C.O. COL. CONC. CONK. CONSTR. CONT. C.T. GTR CTSK DBL. DEPT. DET. DIA. DIM. DN. DR D.S. DWG. E. E.I.S. F E.J. EL. ELEC. ELEV. ENCL. E.P. AND ANGLE AT BOARD BUILDING BLOCK BLOCKING BEAM BOTTOM BUILT UP ROOF CABINET CATCH BASIN CEMENT CHANNEL CONTROL JOINT CEILING CLEAR CLEAN OUT COLUMN CONCRETE CONNECTION CONSTRUCTION CONTINUOUS CERAMIC TILE CENTER COUNTER SUNK DOUBLE DEPARTMENT DETAIL DIAMETER DIMENSION DOWN DOOR DOWNSPOUT DRAWING EAST EACH EXTERIOR INSULATION FINISH SYSTEM EXPANSION JOINT ELEVATION ELECTRICAL ELEVATOR ENCLOSURE ELECTRICAL PANEL EQ. EQUAL EQUIP. EQUIPMENT EXIST. EXISTING EXPO. EXPOSED EXT. EXTERIOR P.0.I.0. FURNISHED SY OWNER INSTALLED BY CONT'R FD. FLOOR DRAIN F.E. FIRE EXTING- UISHER P.IH. FIRE HYDRANT FIN. FINISH FLASH. FLASHING FLR FLOOR FLUOR FLUORESCENT POUND. FOUNDATION FRM'G. FRAMING FT. FOOT OR FEET F G. FOOTING PURR FURRING GA. GAUGE GALv. GALVANIZED G.C. GENERAL CONTRACTOR GL. GLASS GND. GROUND GR GRADE GP. GROUP G.WS. GYPSUM WALL BOARD GYP. GYPSUM HDWR HDCP. HDWD. H.E. H.C. HORIZ. HR. HT. INST. INSUL. NT. LAM. LB. LOC. MATL. MAX MFR. M.H. MECH. MN. MISC. MTD. MTL. N. N.I.G. NO. N.T.S. HARDWARE HANDICAP HARDWOOD HOSE BIBS HOLLOW CORE HOLLOW METAL HORIZONTAL HOUR HEIGHT INSTALLATION INSULATION INTERIOR LAMINATED POUND LOCATION MATERIAL MAXIMUM MANUFACTURER MANHOLE MECHANICAL MINIMUM MISCELLANEOUS MOUNTED METAL NORTH NOT IN CONTRACT NUMBER NOT TO SCALE O.C. 0/ OPP. PL. PLYWD. P.P. PLAM R.D. REC. REF. REIN. REQ'D. RM. S. S.C. SCHED. SHT. SHt'G. SIM. SPEC. SQ. STD. STL. StOR STRUC S SUSP. v. SVC. GYM. SAU T. T.C. TEL T.4 G. THK T.O.P. T.P. T.W. TYP U.B.C. UHF. U.ON. VERT. W. W/ WDW. W/O W.P. W.R. WSCT. WT. ON CENTER OVER OPPOSITE PLATE PLYWOOD POWER POLE PLASTIC LAMINATE RADIUS OR RISER ROOF DRAIN RECOMMENDED REFERENCE REINFORCED REQUIRED ROOM SOUTH SOLID CORE SCHEDULE SHEET SHEATH ING SIMILAR SPECIFICATIONS SQUARE STANDARD STEEL STORAGE STRUCTURAL SUSPENDED STAIN AND vARNISH SERVICE SYMMETRICAL SIDEWALK TREAD TOP OF CURB TELEPHONE TONGUE AND GROOVE THICK TOP OP PLATE TOP OF PAVEMENT TOP OF WALL TYPICAL UNIFORM BUILDING CODE UNFINISHED UNLESS OTHERWISE NOTED VERTICAL WEST WITH WOOD WINDOW WITHOUT WATERPROOF WATER RESISTANT WAINSCOT WEIGHT L_. J J A C1-1 I TE CTURAL A -0.1 COYER SHEET A -1.1 REFERENCE SITE PLAN A -2.1 FLOOR PLAN / DETAILS A -3.1 REFLECTED CEILING PLAN - ENLARGED PLAN A -6.1 SECTIONS MEP -1 MECHANICAL / ELECTRICAL / PLUMBING SCHEMATIC DESIGN 9 J A LOCATION: ZONING: OCCUPANCY: NUME3ER OF STORIES: CONSTRUCTION TYPE: 11250 SOUTI- ICENTER PARKWAY, TUKWILA, WASI- IINGTON TUKWILA URBAN CENTER (TUC) M, (MERCANTILE) (SEE FUTURE T.I. PLANS FOR FINAL OCCUPANCY) NO OCCUPANCY REQUESTED UNDER THIS SUBMITTAL TENANT SQUARE FOOTAGE: SUITE 100 TYPE v -1:3, FULLY SPRINKLEREI, 2,800 S.F. BUILDING SQUARE FOOTAGE: BUILDING 'S' 46,141 S.F. ACCESSORS PARCEL NUMBERS DESCRIPTION OF WORK: CONSTRUCT NEW DEMISING WALLS, 13ATI- RROOM, SUSPENDED CEILING AND LIGI -ITING FOR FUTURE TENANT. 262304°1080 2623049081 26234311 - I C NSU N'S OWNER: WIG PROPERTIES LLC. -55 4811 - 134TH PLACE SE EELLEVUE, WA 98006 P4-1: (425) 141 -8540 FAX: (425) 865 -8648 E - MAIL: MONWIG*COMCASTNET CONTACT: MON WIG ARCHITECT / PLANNER PARTNERS ARCI- 1ITECTURAL DESIGN GROUP 250 NORTH 101TH ST. SUITE 501 SEATTLE, WASHINGTON 58133 P1-4: (206) 361 -1358 FAX: (206) 361 -1461 E - MAIL: ERIC•PADGIDOP1 CONTACT: ERIC KOCH SCR 17.0Eara. i'W. A. f Tt ' cr iF NcErfir MAR= Cr TrE EWE 011 s T ,! + T r OF iFE 417 L ok' G775'k bra, Ton-HIE 33 "NoAtat RMee 4 E 'i 1?1d, L r,S1 :P Afi FO._I.C/e; EE6INIgil4 AT TEE' eon. . 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C JUL PERM T EIVED F TUKWILA 0 2007 CENTER \N.,77 REGISTERED ARCHITECT ERIC E KOCH TATE OF WASHINGTON n a V3 c aloft g: CI) ej Q V CIL ; 121 O ui d) Q � O � D 9 I tu Qji- c (E w Z wi 4 1 U O 1- Z � 9 N v ilio N11 C 19> i.o_n oNn tro LT_ d)Ei- 2'g 0 SH EET: OF: - SHEETS 2150 North 107th St. Sub 501 Seattle, WA 98133 Phone: 206-361-1358 Fax: 206-361-1467 : rn ITT c=i O 39 �I- - s 1 1llr0l 111111111 e .r A�� ■•.r C_ �* - f, +1l17f., A . \ ES]ZIuP� — -- �� _- - aiN 3 rr !•ri �rr..sref�rr�r� � gy p- !•r �.s i 0� rr : M. �rr 1 0 r, iI�N� L� .� rr.rr trrr�r.iirm rrr a i ! `� r `.�rr.il•`r� rw I ,. ■a�airi , �—���, �a ■�■ - 17474. -■I+� � * Aam - ra��■■a•■��rt�.r- ��� ��i r �1 . 4144 ■�ir�■��� r _...- ---- - - - - -. _- _ • �i• Cr 40 +00 SOUTHCEN R PARKW n.t4nn 41 ENTER PKWY 751' -5 3/4" 4.7 -{- m O io E O 24 BAUCH DRIVE FITNESS OUTLET - L4LO UOK SOUtI- 4CENTER SQUARE 1 SOUTNGENTER 1=.4RKUJAY SUITE 100 TUKUJILA, WASHINGTON FOR: WIG PROPERTIEv L.L.G. -SS RFRNC SITE PLAN FILE NAME: AO -261T // BY 1 " =30' z°I cl Z. 1 0 BAUCH DRIVE U) D 03 O 7 + rn 0 m U) 0 0 N N —I —r DD Cr 0 D co co N z 0 0 D 0 C) r z G7 W 0 C r m O / Partners ' frJt aIII.PP Architectural Design Group, Inc. 2150 North 107th St Suite 501 Seattle, WA 98133 Phone: 206.361 -'1358 Fax: 206. 361 -1467 48 +00 1. � JOB NO: Oro -055.1e I CHECK: EEK I DRAWN: NM I REV. DATE DESCRIPTION '1/I8/01 PERMIT SUBMITTAL ISSUED SUBJECT TO BUILDING DEPARTMENT 'APPROVAL Sl.l• '3 ECT T E' I S I ONS AND ,A 1 I T I ONS : rn ITT c=i O 39 �I- - s 1 1llr0l 111111111 e .r A�� ■•.r C_ �* - f, +1l17f., A . \ ES]ZIuP� — -- �� _- - aiN 3 rr !•ri �rr..sref�rr�r� � gy p- !•r �.s i 0� rr : M. �rr 1 0 r, iI�N� L� .� rr.rr trrr�r.iirm rrr a i ! `� r `.�rr.il•`r� rw I ,. ■a�airi , �—���, �a ■�■ - 17474. -■I+� � * Aam - ra��■■a•■��rt�.r- ��� ��i r �1 . 4144 ■�ir�■��� r _...- ---- - - - - -. _- _ • �i• Cr 40 +00 SOUTHCEN R PARKW n.t4nn 41 ENTER PKWY 751' -5 3/4" 4.7 -{- m O io E O 24 BAUCH DRIVE FITNESS OUTLET - L4LO UOK SOUtI- 4CENTER SQUARE 1 SOUTNGENTER 1=.4RKUJAY SUITE 100 TUKUJILA, WASHINGTON FOR: WIG PROPERTIEv L.L.G. -SS RFRNC SITE PLAN FILE NAME: AO -261T // BY 1 " =30' z°I cl Z. 1 0 BAUCH DRIVE U) D 03 O 7 + rn 0 m U) 0 0 N N —I —r DD Cr 0 D co co N z 0 0 D 0 C) r z G7 W 0 C r m O / Partners ' frJt aIII.PP Architectural Design Group, Inc. 2150 North 107th St Suite 501 Seattle, WA 98133 Phone: 206.361 -'1358 Fax: 206. 361 -1467 48 +00 DESCRIPTION I PERMIT 51.15M117AL I FWa FLOOR/ 34SE WALL /LSCT CE IL INC 1 EG7 TO BUILDING DEPARTMENT APPROVAL I 1 G1•101 -L I Q Q'4'' (=NV' S 1 10 I s I r\ a 0.L. TAPED TEXTURED, READY FOR PAINT 3J V a 2x4 SUSP. A.C.T. LPJ/BIIL 2 12X12 TILE 13, TAPED, TEXTURED 4 PAINTED W/ SEMI - GLOSS PAINT 2x4 SUSP. A.C.T. WITI -I PLASTIC COATED TILES Irons a� 45" I -11CsH PLASTIC LAMINATE WAINSCOT 3 •n32:I C NO GWB OR FINISH 3 READY FOR PA ID TAPED, TEXTURED, PAINT SEMI GLOSS - WHITE r ssi Ors DRAWN: MM CHECK: E K JOB NO: 06 ROOM FINI4 SC-4ULE FWa FLOOR/ 34SE WALL /LSCT CE IL INC 1 SEALED CONCRETE TAPED TEXTURED, READY FOR PAINT 1 2x4 SUSP. A.C.T. 2 12X12 TILE 13, TAPED, TEXTURED 4 PAINTED W/ SEMI - GLOSS PAINT 2x4 SUSP. A.C.T. WITI -I PLASTIC COATED TILES 6' TILE COVE BASE 45" I -11CsH PLASTIC LAMINATE WAINSCOT 3 CARPET C NO GWB OR FINISH 3 READY FOR PA ID TAPED, TEXTURED, PAINT SEMI GLOSS - WHITE OPEN ABOVE DOOR SCkULE BSCHI DOOR NO. MARK MARK A (E B (N C (N D (N SIZE /T1-1K 3'- 0'x -0' PR. 3'- 0'x7' -0' 3'- 0'x -0' 3 0'x7' -0' 0_ 1 — E3 C C °< Q ALUM ALUM WD. ANOD ANOD PAINT PAINT TEMP z 4- 7 TEMP 4 tu 1_- ALUM ALUM .0 1. ANOD ANOD PAINT PAINT 0_ 0 9 0 DETAIL Q 4 E 4 Cn FF = FACTORY FINISH S &V = STAIN & VARNISH S.G.= SEMI —GLOSS ANDD= FACTORY ANODIZED ALUMINUM REMARKS 1 EXIST. 3 2,3 A NA 1zROW STYLE S C REMARKS: 1. PROVIDE DECAL SIGN WITH 1" BLACK LET I tt.S READING= THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS. LOCATE ON INSIDE OF TRANSOM. 2. PROVIDE AND INSTALL G" SQUARE INTERNATIONAL SYMBOL OF ACCESS SIGN ON WALL ADJACENT TO DOOR STRIKE. 3. PROVIDE LEVER HANDLES. 1/4":=1 —IL SUITE 100 SIDE NEW SUSPENDED ACOUSTIC CEILING SYSTEM NEW 6' MTL. STUD DEMISING WALL SEE FINISH SCHEDULE FOR WALL FINISH r�. c. C. WALL SECTION SCALE 1/2'=1E-0' PROVIDE SLIP TRACK m TOP OF WALL - FILL GAPS W/ SOUND INSULATION - ALLOW MIN. 2' DEFLECTION. CONTINUOUS BOTTOM TRACK SECURED TO SLAB W/ .145 X 1/2' POWDER ACTIVATED FASTENERS 6 16' O.C. —EXISTING SLAB VARIES B.O. METAL DECKING .4 4i L }�y SCALE 1/2' =1' -0' BETWEEN JOISTS INSTALL 25' 25 GA_ STUDS ID 24' O.C. WITH 5/5' G.W.B. - EACH SIDE EXTEND GIUB. UP TO ROOF DECK - FILL GAP ABOVE WITH INSUL. PROVIDE SLIP TRACK e BOTTOM OF JOISTS - MIN 2' DEFLECTION SUITE 100 SIDE -NEW 6' MTL STUD DEMISING WALL NEW SUSPENDED ACOUSTIC CEILING SYSTEM SEE 2 /A2.I FOR ADDITIONAL NOTES WALL SECTION WALL TYPES SCALE I' =1' -0' SEE FINISH SCHEDULE FOR ALL. FINISHES EXISTING TILT -UP PANEL - SI -TELL CONSTRUCTION a d . d '. 4. a A 4 g • • V R -11 8ATT INSUL. W/ VAPOR BARRIER 5 /S' TYPE 'X' GALS_ 1/2' AIR SPACE 25 GAUGE 3 5/5' METAL STUDS AT 16' O.C. FRAMING PER SHELL PERMIT DRAWINGS EXTEND TO ROOF FRAMING 31/2' SOUND BATT INSUL f t ° At P G.W.B. ON ONE SIDE 20 GAGE MTL_ STUDS 6 24' O.C. EXTEND TO ROOF FRAMING A d', EXISTING WALL / INSUL UNDER SEP. PERMIT 5 43' G.W$_ ON ONE SIDE * SAME AS 'C' WITH 5/5' GWS BOTH SIDES. EXTEND TO ROOF FRAMING • 'I' WHERE WALL ALIGNS WITH TRUSS ABOVE SCALE 1/2'=1E-0' NOTES: AT RAFTER - PROVIDE 25' 25 GA. STUDS TOP ANDe 24' O._ WITH 5/5' G.WB. - EACH SIDE - EXTEND G.U113. UP TO ROOF DECK - FILL GAP ABOVE WITH INSUL. PROVIDE SLIP TRACK e BOTTOM OF RAFTER NEW 6' MTL STUD DEMISING WALL NEW SUSPENDED ACOUSTIC CEILING SYSTEM SEE 2/A2.1 FOR ADDITIONAL NOTES W4LL SECTION BATHROOM ANALYSIS: CHAPTER 29 WASHINGTON STATE AMENDMENTS 2902.1 NUMBER OF FIXTURES 2902.11 PLUMBING FIXTURES SHALL BE PROVIDED IN THE MINIMUM NUMBER SHOWN IN TABLE 2902.1 AND IN THIS CHAPTER WHERE THE PROPOSED OCCUPANCY IS NOT LISTED IN TABLE 2902,1, THE BUILDING OFFICIAL SHALL DETERMINE FIXTURE REQUIREMENTS BASED ON THE OCCUPANCY WHICH MOST NEARLY RESEMBLES THE INTENDED OCCUPANCY. 29023.1 SEPARATE FACILITIES. REQUIREMENTS. SEPARATE TOILET FACILITIES SHALL BE PROVIDED FOR EACH SEX EXCEPTION: IN OCCUPANCIES SERVING 15 OR FEWER PERSONS, ONE TOILET FACILITY DESIGNED FOR USE BY NO MORE THAN ONE PERSON AT A TIME SHALL BE PERMITTED FOR USE SY BOTI -I SEXES. 15 OCCUPANTS X 200 SQUARE FEET PER OCCUPANT GROUP M = 3000 S.F. TENANT SPACE IS 2,500 SF. DIVIDED BY 200 = 14 OCCUPANTS_ ONE TOILET ROOM REQUIRED - ONE TOILET ROOM PROVIDED. \ 5' METAL RACE e C T TO NEW 3 5/8' MTL. STUD WALL SEE FINISH SCHEDULE FOR WALL FINISH BATHROOM SCALE 1/2' =l' -0' EXISTING SLAB WALL SECTION VARIES B.O. METAL DECKING NEW SUSPENDED ACOUSTIC CEILING SYSTEM SEE 2 /A2J FOR ADDITIONAL NOTES _INE • U DIMENSIONS ARE TAKEN FROM FACE OF FRAMING OR CENTERLINE OF GRID UNLESS NOTED OTHERWISE. DIMENSIONS NOTED AS CLEAR ARE FINISH TO FINISH. FLOOR PLAN SCALE 1/0"=1'-0' REVIEWED t—OR CODE CCMPLIA\ CE JUL 31 200 City Of Tulmila BUILDING DSION NO WORK IN 114I5 5PACE SAWCUT SLAB TO EXTEND UTILITIES INTO ADJACENT TENANT SPACE, THEN POUR BACK - DOWL INTO ADJ. SLAB. CORRIDOR EXISTING WALL OUTSIDE FACE OF STOREFRONT RECEIVED are OFTUKWILA JUL 2 0 2007 t) 04 °O d CtS CLIM 9 - 0 LIl F et � 0 d � in I� I it '- ui�zz � J-- Vi0d) 1111 0_ 0 (I) 11-,1 0 4 J 0_ 0 PO Pt0 11 cn r 1-- � � 1� SHEET: ,4 -2.1 OF: — SHEETS 8 /1_ 1-5. / ::::::: FILE NAMEd 2150 North 107th St. Suite 501 Seattle, WA 98133 Phone: 206-361-1358 Far 206-3614467 KEY NOTES NO. DESCRIPTION: Q 0 0 0 Q O 0 Q Q Q n 0 PLASTIC LAMINATE WAINSCOT 6' TILE COVED BASE FLUSH VALVE ON OPEN SIDE OF TOILET INSULATE EXPOSED DRAIN AND SUPPLY LINES INSTALL I/2' PLYWOOD UNDER THIS WALL ONLY PROVIDE BLOCKING FOR GRAS BARS SURFACE MOUNT LIGHT - SWITCH WITH CEILINGS FAN PAINT WALL PER FINISH SCHEDULE 12X12 TILE FLOORING PROVIDE TOILET ROOM FAN - SWITCH WITH LIGHT EXHAUST TO OUTSIDE PROVIDE WATER RESISTANT G.WB. AT PLUMBING WALLS 2x4 SUSP. ACOUSTIC CEILINGS TILE SYSTEM TOILET ACCESSORY SCI- IEDULE NO. DESCRIPTION: Q PAPER TOWEL DISPENSER Q MIRROR TOILET TISSUE DISPENSER Q GRAB BAR Q INSTANT WATER HEATER: 205 VOLT Q LAVATORY - PROVIDE SINGLE LEVER HANDLE 0 WATER CLOSET I I I DESCRIPTION I wim PERMIT SUBMITTAL I CT TO BU 1LD ING DEPARTMENT APPROVAL I l I GNP 11.1CiQ'v` Qi b' GNO1SIn 01- 31V0 LP/€1 /L Irons a 713:1 Inss i larls DRAWN: MM CHECK: EEK JOB NO: 06 -055.1g, GENERAL NOTES: L RCP PLAN FLAN ENLARGED 3AT ROOM SCAL: 1/4' =1' - �' SUSPENDED CEILINGS ARE TO COMPLY WITH NE FOLLOWING CODE AND REGULATIONS: A. 2003 INTER BUILDING CODE (IBC) SECTIONS 503.5 AND 1621.1 B. ASCE -1 SECTION 9.62.6 (ASCE IS AN ACRONYM FOR AMERICAN SOCIETY FOR TESTING AND MATERIALS) C. CISCA RECOMMENDATIONS FOR SEISMIC ZONES 3 -4. (REFERENCED IN ASCE -1 SECTION 9.6.2.622. ITEM A)- ( CISCA 15 AN ACRONYM FOR CEILINGS 4 INTERIOR SYSTEMS CONSTRUCTION) D. AS STATED IN IBC 102.1: WHERE, IN ANY CASE, DIFFERENT SECTIONS OF THIS CODE SPECIFY DIFFERENT MATERIALS, METHODS OF CONSTRUCTION OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE SHALL GOVERN_ WHERE THERE IS A CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL BE APPLICABLE. SCALE: N.T.S. m N C.IS.C.A. DESIGN PARAMETERS • MINIMUM 2' WALL MOULDING 54' MIN. 3' -4' '4' ELEVATION E 'C' ELEVATION • GRID MUST BE ATTACHED TO TWO ADJACENT WALLS OPPOSITE WALLS MUST NAVE A 3/4' CLEARANCE. • ENDS OF MAIN BEAMS AND CROSS TEES MUST BE TIED TOGETHER TO PREVENT THEIR SPREADING. • PERIMETER SUPPORT WIRE. • HEAVY DUTY GRID SYSTEM • CEILING AREAS OVER 1,000 SF. MUST NAVE HORIZONTAL RESTRAINT WIRE OR RIGID PRACING. • CEILNG AREAS OVER 2,500 S.F. MUST HAVE SEISMIC SEPARATION JOINTS OR FULL HEIGHT PARTITIONS. • CEILINGS WITH RIGID BRACING MUST HAVE 2' OVERSIZED TRIM RINGS FOR SPRINKLERS AND OTHER PENETRATIONS. s CHANGES IN CEILING PLANE MUST HAVE POSITIVE BRACING. • CABLE TRAYS AND ELECTRICAL CONDUITS MUST BE INDEPENDENTLY SUPPORTED AND BRACED. • SUSPENDED CEILINGS WILL BE SUBJECT TO SPECIAL INSPECTION. '5' ELEVATION 'D' ELEVATION INSTALLATION REQUIREMENTS: SUSPENDED ACOUSTICAL CEILING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF ASTM C 635 4 ASTM C 636. A. ONLY A HEAVY -DUTY T -BAR GRID SYSTEM SHALL BE USED. (ASCE -1 SECTION 9.62.622 ITEM A) S. NE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE (WALL ANGLE) SHALL BE NOT LESS THAN 2'. IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF TINE CEILING GRID SHALL BE ATTACHED TO TI-IE CLOSURE ANGLE. THE OTHER END IN EACH HORIZONTAL DIRECTION SHALL HAVE A 3/4' CLEARANCE FROM THE WALL AND 514ALL REST UPON AND BE FREE TO SLIDE ON A CLOSURE ANGLE_ (ASCE -1 SECTION 9 .62 .622 ITEM 8) C. FOR CEILING AREAS EXCEEDING 1,000 SF., HORIZONTAL RESTRAINT OF TI-IE CEILING TO THE STRUCTURAL SYSTEM SHALL BE PROVIDED. THE TRIBUTARY AREAS OF THE HORIZONTAL RESTRAINTS SHALL BE APPROX. EQUAL. EXCEPTION: RIGID BRACES ARE PERMITTED TO BE USED INSTEAD OF DIAGONAL SPLAY WIRES. BRACES AND ATTACHMENTS TO THE STRUCTURAL SYSTEM ABV. SHALL BE ADEQUATE TO LIMIT RELATIVE LATERAL DEFLECTIONS AT POINT OF ATTACHMENT OF CEILING GRID TO LESS THAN 1/4' FOR LOADS PRESCRIBED IN ASCE -1 SECTION 9.6.13. D. FOR CEILING AREAS EXCEEDING 2,500 5F., A SEISMIC SEPARATION JONT OR FULL HEIGHT PARTITION THAT BREAKS THE CEILING UP INTO AREAS NOT EXCEEEDING 2,500 SFSHALL BE PROVIDED UNLESS STRUCTURAL ANALYSES ARE PERFORMED OF THE CEILING BRACING SYSTEM FOR THE PROSCRIBED SEISMIC FORCES WHICH DEMONSTRATE CEILING SYSTEM PENETRATIONS AND CLOSURE ANGLES PROVIDE SUFFICIENT CLEARANCE TO ACCOMODATE THE ADDITIONAL MOVEMENT_ EACH AREA SHALL BE PROVIDED WITH CLOSURE ANGLES IN ACCORDANCE WITH ITEM B AND HORIZONTAL RESTRAINTS OR BRACING IN ACCORDANCE WITH ITEM C. WIRE ASCE -1 SECTION 9 .62.622. ITEM 13. SUSPENSION SYSTEM DETAILS: GRID e UNATTACHED WALL MIN. 3/4' AT UN- ATTACHED WALLS, TYP.- 2' MIN. ) ANGLE MOULDING MAIN BEAM / CROSS TEES STABILIZER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING APART MAIN BEAM/ CROSS TEES STABILIZER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING APART WIRE ASCE -1 SECTION 9.62.622. ITEM B. COMPRESSION POST ASCE -1 SECTION 962.622. ITEM B. SUSPENSION SYSTEM DETAILS: GRID • ATTACHED WALL SUSPENDED CEILING DETAILS SUSPENSION SYSTEM DETAILS: ALT. COMPRESSION POST COMPRESSION POST■ STEEL STUD COMPRESSION POST SUSPENSION SYSTEM DETAILS: COMPRESSION POST /• F. CHANGES IN CEILING PLAN ELEVATION SHALL BE PROVIDED WITH POSIT' CEILING. H. SUSPENDED CEILINGS SHALL BE SUBJECT TO THE SPECIAL INSPECTIONS A. OF 933.9 OF THE ASCE -1 REGULATIONS. MAIN BEAM /4 MI 4' 3/4' MINIMUM. 6' 3/4' MINIMUM. EXPANSION JOINT BY OTHERS POP -RIVET THIS SIDE 6' FACIA MOLDING SCREW ATTACH THIS SIDE S" AXIOM PROFILED TRIM HANGER WIRE CROSS TEE ONLY CHANNEL MOLDING SUSPENSION SYSTEM DETAILS: EXPANSION JOINTS 0 0 2' AXIOM PROFILED TRIM E. EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTIONS, SPRINKLER HEADS AND OTHER PENETRATIONS SHALL HAVE A 2' OVERSIZE RING, SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST I' IN ALL HORIZONTAL DIRECTIONS. ALTERNATIVELY, A SWING JOINT THAT CAN ACCOMODATE I" OF CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS IS PERMITTED TO 8E PROVIDED AT THE TOP OF THE SPRINKLER HEAD EXTENSION, VE BRACING. G. CABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE SUPPORTED INDEPENDENTLY OF THE REQUIREMENTS OF SECTION AS AN ALTERNATIVE TO PROVIDING LARGE CLEARANCES AROUND SPRINKLER SYSTEM PENETRATIONS THROUGH CEILING SYSTEMS, THE SPRINKLER SYSTEM AND CEILING GRID ARE PERMITTED TO RE DESIGNED AND TIED TOGETHER AS AN INTEGRAL UNIT_ SUCH A DESIGN SHALL CONSIDER THE MASS AND FLEXABILITY OF ALL ELEMENTS INVOLVED, INCLUDING: CEILING SYSTEMS, SPRINKLER SYSTEM, LIGHT FIXTURES AND MECHANICAL (1-{VAC) APPUTENANCES. THE DESIGN SHALL BE PERFORMED BY A REGISTERED DESIGN PRFESSIONAL. x- RCFDETS ri LIGHTING LEGEND 0N. 2X4 FLUORESCENT FIXTURE 1X4 FLUORESCENT CHAIN HUNG FIXTURE 2X2 FLUORESCENT FIXTURE EXIST. EMEIR ENCY EXIT LIGHT I_l 7 I / / • \ Q •_ 0 . GENERAL NOTES: TOILET ROOM PLAN AND ELEVATIONS ILLUSTRATED ABOVE, ILLUSTRATE FIXTURE CLEARANCE DIMENSIONS, MOUNTING HEIGHTS, AND ACCESSORY PLACEMENT. ACTUAL LAYOUT MAY VARY, SEE FLOOR PLAN FOR CORRECT LAYOUT, LOWER EDGES OF LAVATORY 2' -5' FROM FINISH FLOOR MIRROR MINIMUM 2' -6'± MAXIMUM 3' -4' ABOVE FINISH FLOOR. GRAB BARS 1 1/4' - 1 1/2' MOUNTED 1 1/2' FROM WALL. BARS SHALL BE CAPABLE OF SUPPORTING 300 LBS. LIVE LOAD WITHOUT PERMANENT DEFLECTION. LAVATORY RIM HEIGHT 34' ABOVE FINISH FLOOR LAVATORY TO HAVE LEVER HANDLE LOCATED NO MORE THAN 11' FROM EDGE OF LAVATORY_ LEVER TO ESE INSTALLED ON THE OPEN SIDE OF THE TOILET. FLOORS SHALL BE SMOOTH, HARD, NON - ABSORBENT SURFACE. DIMENSIONS, NOTES, AND EQUIPMENT TYPICAL FOR ALL TOILET ROOMS UNLESS OTHERWISE NOTED. SEE ROOM FINISH SCHEDULE FOR TOILET ROOM FINISHS. TOILET ROOM FAN TO 8E INTEGRALLY SWITCHED WITH TOILET LIGHT AND VENTED TO THE OUTSIDE CONCRETE OR CMU WALLS IN TOILET ROOMS SHALL 8E FURRED OUT WITH 5 /5' TYPE 'X' GYPSUM BOARD OVER AND FINISHED SIMILAR TO ADJACENT WALLS PROVIDE PAPER TOWEL DISPENSER AREA LOCATED 44' MAXIMUM ABOVE FINISH FLOOR GYPSUM BOARD APPLIED TO PLUMBING WALLS SHALL BE WATER - RESISTANT ® PROPOSED SUPPLY - BIDDER DESIGN -FINAL LOCATION TO BE DETERMINED PROPOSED RETURN - BIDDER DESIGN -FINAL LOCATION TO BE DETERMINED EXHAUST VENT 4 1 HR SHAFT FOR HOOD SCALE 1/5' =1' -0' INSTALL BULKHEAD FROM NEW CEILING AT 9' -10' A.F.F. UP TO IT -0' ARP. TYP. (4) LOCATIONS. TOIE1 M -2 REFLECTED CEILING FLAN NOTES 1. LIGHTING SYSTEM IS SHOWN SCHEMATICALLY AND IS TO BE BIDDER DESIGNED TO MEET SPECIFICATIONS, PANEL DESIGN AND APPLICABLE CODES AND REQUIREMENTS_ 2. PROVIDE MIN. CLEARANCE IN FRONT OF EXISTING ELECTRICAL PANEL PER NEC. 3. VERIFY NUMBER AND SUPPLY OF REGISTERS W/ OWNER AND TENANT BEFORE PROCEEDING WITH WORK INCLUDE NUMBER SHOWN IN BID. 4. VERIFY NUMBER AND LOCATION OF RETURN REGISTERS W/ OWNER AND TENANT BEFORE PROCEEDING WITH WOK - INCLUDE NUMBER SHOWN IN BID. 5. INCLUDE SUSP. ACT. AND LIGHT FIXTURES AS INDICATED OVER ALL IN BASE BID - VERIFY INSTALLATION W/ OWNER BEFORE PROCEEDING WITH WORK 6. PROVIDE ILLUMINATED EXITWAYS, LIGHTED EXIT SIGNS AT EXIT DOORS AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS. THIS ILLUMINATION MUST HAVE BATTERY BACKUP IN THE EVENT OF A POWER FAILURE. AT SOME POINT IN THE CONSTRUCTION PROCESS, IT MAY BE NECESSARY TO REQUIRE ADDITIONAL EXIT SIGNS TO ALLOW FOR FIXTURES, SHELVING, AND OTHER OBSTRUCTIONS NOT APPARENT ON THESE PLANS. - L FIXTURES WITHIN 15' -25' OF STOREFRONT SHALL BE SWITCHED SEPARATELY. S. FOR LIGHTING IN TOILET ROOMS SEE DETAILS ON ACCESSIBLE RESTROOMS ON SHT A -3.1 EFLECTE CEILING PLAN 9. AREA CONTROLS - THE MAXIMUM LIGHTING TO BE CONTROLLED FROM A SINGLE SWITCH CAN NOT EXCEED A 20 AMP CIRCUIT LOADED TO 80%. 10. PROVIDE VENTILATION PER MC_ 4 D Q 1�� Wig v■ 1> Q_ ii_ -__- - P. I� ■ P ■ a \ Imam. /..• o ■ v d era i w� � � M Lip 1„11 nil Ark 1 'I 0 NEW CEILING AT 10' -0' APP. EXPANSION JOINT - SEE DET 2/A3.1 15 I EQ. 0 u 4 V / DIMENSIONS ARE TAKEN FROM FACE OF FRAMING OR CENTERLINE OF GRID UNLESS NOTED OTHERWISE. DIMENSIONS NOTED AS CLEAR ARE FINISH TO FINISH. CODE COMPLI P..N .,E APPROVED JUL 31 2007 C � Of Tukwila BUILDING DIVISION SERVICE CORRIDOR IS OPEN TO STRUCTURE PROVDE EXHAUST FAN AT CORRIDOR. RECEIVED CI Y OF TUKWILA JUL 2 U 2001 PERMIT CENT B207 REGISTERED ARCHITECT ERIC E. KOCH S ATE OF WASHINGTON —7 t /07 CO q.) O arla CtS Oft ,C1 O in 9 '- Q U) � O )- Q L ing a_. 140 owz (V 0 j. ill z , r 0 1- � =o <r % i- p if_ E SHEET: ,4 -3.1 OF: — SHEETS PANEL CORNER 2150 North 107th St. Suite 501 baffle, WA 98133 Phone: 206-381-1358 Fax: 206-361-1467 FILE NAME: A2-I FLP warrrimrmmrmmrririm mmwimwrrrimrAmw L.. /4, R -30 INSUL. INSTALLED UNDER SHELL PERMIT SCALE 1/2'=1' -0' WALL SECTION 10 PLATE +29' -0' �. 0 REVE +23' -0' 5/8' TYPE 'X' GWS 0/ 25 GAUGE 3 5/8' METAL STUDS a 16 O.G. WItN 1/2' AIR SPACE OVER CONC. TILT -UP WALL W/ R -11 BAIT INSUL. T.O. STOREFRONT RO. +11' -I' EXISTING SHELL WALL CONSTRUCTION BULKHEAD FOR WINDOW WELL - 3 5/8 STUDS 20 CAA. AT 24' O.C. WI 5/8' - BRACE BACK TO STRUTURE AT 45' AT 6' -0' O.G. B_o. OF STOREFRONT R0. +12' -1 1/2' SUSPENDED CEILING SYSTEM AT 10' -0' APP. SEE DETAILS FOR SEISMIC BRACING ON A3.1 ALUMINUM STOREFRONT SYSTEM I CODE CC' f y APPROV 3U - A 460 i liktiaa BUILDING DI SON RECEIVED crty OFTUKW LA JUL 2 0 2007 PERM II W. - 0 in Q 5 0 Q � d __A 111 z lU �ZZ . _4 I- .i U ill— 0. n W 0 z � � l Uii 111 ' tf CD in e‘ t 6 zi3ij 0(NV_, fr 11. cnr+— o SHEET: 4-&1.1 OF: — SHEETS DESCRIPTION I PERMIT SUBMITTAL I 1AO' 1N31.I1zlb`d CI NI all n9 Ol a.a I I I I I sNO U.1 C (Tv' QNb' sNO I Ina O.±. 3110 Lm /en I rons al •n31 nssi laps DRAWN: l' IM CHECK: EEK JOB NO: 0ro- 055.16p ix v :I: Amax h Ara AtAlininfigNailiiiiiggiNalleingintringinignigiaggENV � r � r ;as 212111MIE=' AlaiRINEESIMMERSENNENSfirt KEY FLOOR PLAN SCALE 1'= 30' -0' 2. ROOF PENETRATIONS. AS REQUIRED TO INSTALL FANS, HVAC ETC. MEP SCHEMATIC SCOPE of WORK 1. HVAC. TO BE INSTALLED ON ROOF AND WORKING, READY TO BE DISPERSED. LL TO PROVIDE I TON PER 350 S.F. OF PREMISES. 3. ELECTRICAL. 200 AMP 3 -PHASE 120/208 VOLT SERVICE STUBBED TO AN ELECTRIC PANEL. ELECTRICAL DUPLEX OUTLETS TO BE EVERY 6FT AROUND THE CIRCUMFERENCE OF THE STORE. PROVIDE FLOOR OUTLETS AT THE WINDOW AREA'S. SEPARATELY METER ELECTRICAL SERVICE. 4. CEILING. GRID AND LIGHTING INSTALLED PER CODE. STANDARD T -BAR CEILING AT I0'-0' ABOVE THE FLOOR ONE 2'X4' FLUORESCENT LIGHT FIXTURE PER 100 SQUARE FEET OF PREMISES - SEE A3 -1 REFLECTED CEILING PLAN FOR ADDITIONAL INFO. 5. WATER 2' COW WATER LINE STUBBED TO THE PREMISES. 6. GAS. SEPARATELY METER NATURAL GAS. 1 SANITARY. ADA RESTROOMS INSTALLED PER CODE. 8. SPRINKLERS AS REQUIRED BY LOCAL CODE. PROVIDE UTILITIES TO ADJACENT SUITES 104 / 108 TO THE NORTH. 1. PROVIDE 4' SANITARY LINE TO ADJACENT SUITES FOR SANITARY AND GREASE TRAP. 2. EXTEND 2' COW WATER LINE STUBBED TO PREMISES 3. PROVIDE 200 AMP ELECTRICAL SERVICE STUBBED TO PREMISES. 4. EXTEND GAS PIPING TO PREMISES - SIZE PER HVAC LOADS. OUTSIDE FACE OF PANEL OUTSIDE FACE OF PANEL OUTSIDE FACE OF PANEL OUTSIDE FACE OF PANEL OUTSIDE FACE OF PANEL PANEL CO OUTSIDE FACE OF PANEL PANEL FACE FILL IN ALL POUR STRIPS AFTER INSTALLING UTILITIES. EXTEND UTILITIES TO NORTH 108_ STUB POWER FOR 200 SERVICE, GAS PER HVAC Rf SANITARY, GREASE, AND 2' EXTEND 2' CONDUIT FOR P 14 POUR STRIP OPEN FOR RJTU CONNECTIONS. CONNECT NEW BATHROOM Td NEW UTILITY 1FENCH ADJACENT 0 BATHROOM. GAS LINES (SIZED PER TENANT PLANS) STUB TO TENANT PREMISES - SIZE PE TENANTS REQUIREMENTS_ ELECTRICAL SERVICE TO PANEL IN TENANT SPACE. CONFIRM P4NEL LOCATION WITH TENANT. II PHONE TO DROP DOWN TO TIHIS LOCATION - EXTEND BACK 1 ELEC. R`1. - TENANT TO COORD_ LINES ES 2' COLD WATER LINE AT UND ROOF - STUB DOWN W/ SNUT- 4 SUB METER FOR TENANTS CONNECTION BLDG. SETBACK LINE F.F. ELEV. 25.5 1) o q a_ Mpc A AS' APPROI S()1 2091 f 110 5.9ILDING DM ION PWR ---� FUR GAS GAS RECEIVED CITY OF TOM' LA JUL 2 0 2007 :PE!~P. : , ... • • 620 REGISTERED ARCHITECT . ERIC E. KOCH ATE OF WASHINGTON r a SHEET: MFP1 OF: — SHEETS 2150 North 1 7th St. Suite 501 Seattle, WA 98133 Phone; 206-361-1358 Fax: 206-361-1467