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Permit D07-368 - SOUTHCENTER SQUARE - SOUTH BUILDING - SUITE 148 SHELL
Ad l O9gLT 8`6I aLLIfiS Parcel No.: Address: Suite No: Tenant: Name: Address: Owner: Name: Address: Phone: Contact Person: Name: LESITYA 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 DESCRIPTION OF WORK: VANILLA SHELL FOR FUTURE TENANT Value of Construction: $5,000.00 Type of Fire Protection: SPRINKLER/AFA Type of Construction: doc: IBC-10/06 Citf 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 2623049117 17250 SOUTHCENTER PY TUKW WIG PROPERTIES LLC -SS 4811 134TH PL SE , BELLEVUE WA 98006 DEVELOPMENT PERMIT SOUTHCENTER SQUARE - SOUTH BLDG - SUITE 148 17250 SOUTHCENTER PY , TUKWILA WA * *continued on next page ** Permit Number: Issue Date: Permit Expires On: Expiration Date: 08/23/2008 D07 -368 10/16/2007 04/13/2008 Fees Collected: $231.84 International Building Code Edition: 2006 Occupancy per IBC: D07 -368 Printed: 10 -16 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Permit Center Authorized Signature: Signature: City or 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 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 i heit.60 Date: 6 al t „0 7 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 pert rmance of work. I am authorized to sign and obtain this development permit. Permit Number: D07 -368 Issue Date: 10/16/2007 Permit Expires On: 04/13/2008 Date: 67 ' 1 Print Name: 1--- VI 0) 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. doc: IBC /06 D07 -368 Printed: 10 -16 -2007 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 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 Parcel No.: 2623049117 Permit Number: D07 -368 Address: 17250 SOUTHCENTER PY TUKW Status: ISSUED Suite No: Applied Date: 09/18/2007 Tenant: SOUTHCENTER SQUARE - SOUTH BLDG - SUITE 148 Issue Date: 10/16/2007 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 final 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: 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. 8: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: 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. 11: 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. 12: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 14: 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 doc: Cond -10/06 D07 -368 Printed: 10 -16 -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 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. 15: ** *FIRE DEPARTMENT CONDITIONS * ** 16: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 17: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 18: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 min) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mrn). (IFC 906.7 and IFC 906.9) 19: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 20: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 21: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4-3, 4-4) 22: Maintain fire extinguisher coverage throughout. 23: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 24: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 25: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 26: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 27: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 28: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk doc: Cond -10/06 D07 -368 Printed: 10 -16 -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 Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 29: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 30: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 31: An electrical permit from the City of Tukwila Building Department Permit Center (206 - 431 -3670) is required for this project. 32: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 33: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. (IFC 505.1) 34: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 35: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 * *continued on next page ** D07 -368 Printed: 10 -16 -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. Signature: �� 1/€ Print Name:SL VIN C� Date: l U — 0 4- doc: Cond - 10/06 D07 -368 Printed: 10 -16 -2007 CITY OF TUKVb..A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: ihvww. ci. tukivila. wa. us 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 Address: 172✓ 0 ' T Name: L E - W Mailing Address:1 l 1 "✓'4 [t•• • E -Mail Address: King Co Assessor's Tax No.: 2(2234 - I00 OS 1.1 17 Suite Number: Floor: Tenant Name: W r= f f — V { ' ^ New Tenant: Yes ❑.. No Property Owners Name: W6t ' Mailing Address: `f I( ��q r� PL • V1P4,11=AA City \NA- cfe 006 State Day Telephone: 4 4: 1 - 7 +77'4- 1�t.6 V VVT Sa City Stat Zip I"0 le . CcY�V1 Fax Number: ` • S 8b Company Name: Mailing Address: Zip State Zip City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Company Name: t l rA t gt 149 A 1 11 t �• Mailing Address: 1020 !� PV(! T1- ()1W0.0 1 4. -- X11 W 80 City Sta Zip Day Telephone: • 02 .VO Fax Number: • 820 • 669'1' 1' Contact Person f ug( �! i (��vi ) V ( &Oil • l E -Mail Address: 5(/I E\L Y'q (- t oc fl 'YGj . Ct ►'V' Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Q:WpplicationsTorms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh State Zip Page 1 of 6 Valuation of Project (contractor's bid price): $ `' / . "'� Scope of Work (please provide detailed information): Will there be new rack storage? ❑ Yes Q:Wpplications\Forms- Applications On Line\ -2006 - Permit Application.doc Revised: 9.2006 bh [e�( e t Existing Building Valuation: $1 2.S gAIL(40/0 Y I,No If yes, a separate permit and plan submittal will be required. V — o1 8) 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: X . Sprinklers A Automatic Fire Alarm ❑ None ,i, Other (specify) 1TIN6 sit731' 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 S ety 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. Page 2 of 6 Date Application Accepted: 01, I 11) D� Date Application Expires: I/ r/ 1Staff Init / ials: I • 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. $uilding 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 103.43 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 O R OR AUTHORIZED AGENT: 0-4,04) Signature: `� w / 1 # Print Name: GrIVFKA ' 1/0161 • Mailing Address: •i• �G Q: Appliestions\Fams- Applications On Linea3-2006 - Permit Appliation.doc Revised: 9 -2006 bh City Date: Day Telephone: 42 '157 +774- State Zip Page 6 of 6 Receipt No.: R07 -02009 Initials: JEM User ID: 1165 Payee: WIG PROPERTIES, LLC -SS ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - 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: / /www.ci.tukwila.wa.us 000/322.100 000/345.830 000/386.904 RECEIPT TRANSACTION LIST: Type Method Description Amount Payment Check 2368 231.84 Account Code Current Pmts 137.78 89.56 4.50 Total: $231.84 Parcel No.: 2623049117 Permit Number: D07 -368 Address: 17250 SOUTHCENTER FY TUKW Status: PENDING Suite No: Applied Date: 09/18/2007 Applicant: SUITE 148 Issue Date: Payment Amount: $231.84 Payment Date: 09/18/2007 08:53 AM Balance: $0.00 doe: Receipt -06 Printed: 09 -18 -2007 Projec • , S t k-C--I — C. eft, Typeiff Inspecton: /....),..) . l ig . I . i Address: / - 7 2 S 0 i - C. (-:-/a1-1 Date Called: pi ,,,v/ Special Instructions: .-- 7 Date Wanted: f (_0 - "ZA ' 3eixK.' Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 17— 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 proved per applicable codes. El Corrections required prior to approval. COMMENTS: efin 1 7 ,Je,4 Inspector?' Date: f, JA — n $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be " at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: , ;;;■g•ii.;.s -• - Project: �p /� t n' � Type of Inspect v Address: Addr II 'D 5.C- rIZ-i-J y Date Called: 1 k/z 4 1 Q1 Special Instructions: Date Wanted: I\ Ll 0 :2 Requester: Phone No: Inspector: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION le- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 7 Approved per applicable' cod* INSPECTION RECORD Retain a copy with permit c i P L 6 — L Q�l —3(0g PERMIT NO. © Corrections required p,or to approval. COMMENTS: 1-21 0 $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: `Date: Project: (.) i 6 7 ection: Type o FMM f Mip . ,... 6 Address: Date Called: Special Instructions: Date Want9dl 7 Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V- 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 Approved per applicable codes. Corrections required prior to approval. C p r , \ /17 4; f 011y Inspector: Da / / / 0 : ii - EINSPECTION FEE R WIRED. Prior to inspection, fee must be p9I-it 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Re apt No.: 'Date: Project Info Project Address Building S, it 148 Date 10/1/2007 South Center Square, 17250 South Center Parkway For Building Department Use FUSE COPY ■-. . I Tukwila. WA Applicant Name: Freiheit and Ho Architects, Inc., P.S. Applicant Address: 10230 NE Points Drive, Suite 300, Kirkland, WA 48033-- Applicant Phone: 425-827-2100 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 wastungton btate Nonresicienual nergy t.,oae toompeutice rumi Project Summary PRJ-SUM 1)01 3498 - - . OCT 1. 5 2007 CfttjOfTukHa BUILDING DIVISION NCOMP ETE ...i ......_ Revised July 2007 -P# OCT -32007 PERMIT CENTF Location (floor /room no.) Occupancy Description Allowed Watts per ft ** Area in ft Allowed x Area S 148 (Sale Area) Retail 1.50 935.0 1402.5 S 148 ( Restroom) Restroom 0.80 47.0 37.6 ** From Table 15-1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 1440.1 Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed S 148 (Sale Area) 2x4 3 lamp fluorencent fixture electronic ballast T8 la 10 42.0 420.0 S 148 (Restroom) 1x4 2 lamp fluorenscent fixture electronic ballast T8 2 32.0 64.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 484.0 Interior Lighting Summary LTG -1NT 2006 Washington State Nonresidential Energy code Compliance Forms Project Info Project Address Building S, Suite 148 South Center Square, 17250 South Center Parkway Tukwila. WA 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 Date 10/ For Building Department Use Project Description 0 New Building ❑ Addition ❑ Alteration ❑ Plans Induded Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option Q Prescriptive ® Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces dearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting 1:1 Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Maximum Allowed Lighting Wattage osed Li Watta YUUO vvasn)n9tOn °tdwC ryunrebluun CI ter yy vwc %awl eanw Revised July 2007 Notes: 1. For proposed Fixture Description, Indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts /Fixture blank. OCT -3 2007 PERMIT CEt Ttt Use' LPA` (Wlsf) Use' LPA` (W /sf) Automotive facility 0.9 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools hospitals, institutions, museums, banks, churches)? 1.0 Convention center 1.2 Penitentiary and other Group 1 -3 Occupancies 1.0 Courthouse 1.2 Police and fire stations 1.0 Cafeterias, fast food establishments'', restaurants/bars 1.3 Post office 1.1 Dormitory 1.0 Retail'', retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.5 Exercise center 1.0 School buildings (Group E Occupancy only), school classrooms, day care centers 1.2 Gymnasia'', assembly spaces" 1.0 Theater, motion picture 1.2 Health care clinic 1.0 Theater, performing arts 1.6 Hospital, nursing homes, and other Group 1 -1 and 1 -2 Occupancies 1.2 Transportation 1.0 Hotel /motel 1.0 Warehouses ', storage areas 0.5 Hotel banquet/conference /exhibition half" 2.0 Workshops 1.4 Laboratory spaces (all spaces not classified "laboratory' shall meet office and other appropriate categories) 1.8 Parking garages 0.2 Laundries C%! M CI 7 N- •■• • r Libraries° Plans Submitted for Common Areas Only' Manufacturing facility Main floor building lobbies (except mall concourses) 1.2 Museum Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Prescriptive Spaces Occupancy: O Warehouses, storage areas or aircraft storage hangers Q Other I Qualification Checklist Note: If occupancy type is 'Other" and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: (Section 1521) Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures which are non - lensed with a) 1 or 2 two lamps, b) reflector or louvers, c) 5-60 watt T -1, T -2, T-4, T -5, T -8 lamps, and d) hard -wired elec- tonic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts 3. LED lights. 2006 Washington State Nonresidential Energy Code Compliance Forms LUU° vvasnington Jtato tNOniESIOWILI ciiergy WUC vuu r Interior Lighting Summary (back) LTG -INT Revised July 2007 Footnotes for Table 15 -1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified In the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices less than 150ft with full height partitions, a Unit Lighting Power Allowance of 1.10 w /ft may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.80 W /ft 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three- quarter - height partitions (transparent or opaque). and lighting for free- standing display where the lighting moves with the display are exempt. An additional 1.5 w /ft of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling - mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. OCT -3 2007 PERMIT CENTE4 -, loe a ra (t) eiee loe at rdbe Lctos Dsrpin pr f o e f (f r # o tm t o Alwd Wts Ae f prmtr Alwd Wts Nn Taal oain pr I I) o f ies x f (r x I) Bd. Fcd b ei) Plse one 1. 50 Nme f Wts at oain Fxue Dsrpin Fxue itr rpsd Bd. Fcd b ei) Plse one. Lgta a#PW M7 7. ubr o at/ Wts Lcto Fxue Pooe rjc no Po drs s ut 4 Dt 0120 ot etr Sur, 120 Suh Cne aka Dprmn s uwl. W ae riet ad H rhtcs n. .. Ap. Nm 03 Pit rv, Sie 30 ikad A 90: Ap. Poe 4587 20 rjc ecito ❑ Atrto ln nue ee o WE eto 53 fr cnrl n omsinn eurmns Cmlac Oto Pwr Alwne 0 Sses Aayi ulig Gons ❑ Efcc 0 lmn/V Cnrle y mto esr (uiars > 10 Wts Atrto xetos ❑ N hne r en ae t h ihig (hc prpit o e. 13.) ❑ Ls hn 6% o h itrs nw ntle atg o nrae, & sae ue nt cagd g Total Proposed Watts may not exceed Total Allowed Watts for Extenor - Tradable Maximum Allowed Lighting Watta - Tradab Proposed g Lihtin Watta Revised Jufy 2007 Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. Proposed Watts may not exceed Allowed Watts for category _ 1' OCT -3 2007 PERMIT CENTE, Tradable Surfaces Uncovered Parking Areas (Lighting power Parking lots and drives 1 0.15 W/ft densities for uncovered building Building Grounds parking areas, grounds, building Walkways less than 10 feet wide 1.0 W /linear foot entrances and exits, canopies and overhangs and outdoor sales areas Walkways 10 feet wide or greater Plaza areas Special feature areas 0.2W /ft may be traded.) Stairways 1.0 W/ft Building Entrances and Exits Main entries 30 W/linear foot of door width Other doors 20 W/linear foot of door width Canopies and Overhangs Canopies (free standing and attached and overhangs) 1.25 W/ft Outdoor Sales Open areas (including vehicle sales lots) 0.5 W/ft Street frontage for vehicle sales lots in addition to `open area" allowance 20 W /linear foot I Non- Tradable Surfaces (Lighting power density calculations for the following applications can be used only for the specific application and cannot be traded between surfaces or with other exterior lighting. The following allowances are in to addition to any allowance otherwise permitted in the "Tradable Surfaces" section of this table.) Building Facades 0.2 W/ft for each illuminated wall or surface or 5.0W /linear foot for each illuminated wall or surface length Automated teller machines and night depositories 270 W per location plus 90 W per additional ATM per location Entrances and gatehouse inspection stations at guarded facilities 1.25 W/ft of uncovered area (covered areas are included in the "Canopies and Overhangs" section of "Tradable Surfaces ") Loading areas for law enforcement, fire, ambulance and other emergency service vehicles 0.5 W/ft of uncovered area (covered areas are included in the "Canopies and Overhangs" section of "Tradable Surfaces") Material handling and associated storage 0.5 W /ft Drive -up windows at fast food restaurants 400W per drive- through Parking near 24 -hour retail entrances 800 W per main entry 2006 Washington State Nonresidential Energy Code Compliance Forms zuuo vvasningion .oldie IVQf FUSIUUIIUdI CIIGI vvuc WI IgJIIa evv . an Is Exterior Lighting Summary (back) LTG -EXT TABLE 15-2 LIGHTING POWER DENSITIES FOR BUILDING EXTERIORS Revised July 2007 OCT -3 2007 , CEMTEt 2006 Washington State Nonresidential Energy Code Compliance Forms 2UUti Wasnington biaie Nonresuuenual Cnergy t•uuts tiu i i.arn.c rums Lighting Power Allowance Adjustments LTG -LPA Revised July 2007 Project Address ! Building s, Suite t48 !Date 1 0/1/ 20 07 Use this form if you are claiming any ceiling height adjustments for your Lighting Power Allowances for interior lighting. The Occupancy Description should agree with the "Use" listed on Code Table 15-1. identify the appropriate Ceiling Height Limit (9 feet, 12 feet or 20 feet) on which the adjustment is based. The Adjusted LPA is calculated from this number and from the Allowed Watts per ft Carry the Adjusted LPA to the corresponding "Allowed Watts per ft 2 " location on LTG -SUM. Adjusted Li • hting Power Allowances (Interior) Location (floor /room no.) Occupancy Description Allowed Watts per ft Ceiling Height for this room Ceiling Height limit for this exception** Adjusted LPA Watts per ft From Table 15-1 based on exceptions listed in footnotes OCT -3 Z00/ PERMIT C9\TL Lighting, Motor, and Transformer Permit Plans Checklist LTG -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address Building s, Suite 148 'Date 10/3./2007 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2006 Washington State Nonresidential Ene gy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) 1513.1 Local control /access Schedule with type, indicate locations 1513.2 Area controls Maximum limit per switch 1513.3 Daylight zone control Schedule with type and features, indicate locations vertical glazing Indicate vertical glazing on plans overhead glazing Indicate overhead glazing on plans 1513.4 Display /exhib /special Indicate separate controls 1513.5 Exterior shut -off Schedule with type and features, indicate location (a) timer w/backup Indicate location (b) photocell. Indicate location 1513.6 Inter. auto shut -off Indicate location 1513.6.1 (a) occup. sensors Schedule with type and locations 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans 1513.7 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) I 1514 IMax. watts 'indicate watts for each exit sign I I LIGHTING POWER ALLOWANCE (Section 1530 -1532) 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) I 1511 IElec motor efficiency IMECH -MOT or Equipment Schedule with hp, rpm, efficiency I ' TRANSFORMERS (Section 1540) I 1540 'Transformers 'Indicate size and efficiency I I ZUUD vvasningw ri tae mon reSiuCi ludi c,I Jyy vuua vun'Nuana.c v.... If "no" is circled for any question, provide explanation: t.: F .. OCT -3 2007 PERMIT CFNTE, 2006 Washin • ton State Nonresidential Ene Lighting - General Requirements 1513 Lighting Controls: Lighting, including exempt lighting in Section 1512, shall comply with this section. Where occupancy sensors are cited, they shall have the features listed in Section 1513.6.1. Where automatic time switches are cited, they shall have the features listed in Section 1513.8.2. 1513.1 Local Control and Accessibility: Each space, enclosed by walls or ceiling- height partitions, shall be provided with lighting controls located within that space. The lighting controls, whether one or more, shall be capable of turning off all lights within the space. The controls shall be readily accessible, at the point of entry/exit, to personnel occupying or using the space. EXCEPTIONS: The following lighting controls may be centralized in remote locations: 1. Lighting controls for spaces which must be used as a whole. 2. Automatic controls. 3. Controls requiring trained operators. 4. Controls for safety hazards and security. 1513.2 Area Controls: The maximum lighting power that may be controlled from a single switch or automatic control shall not exceed that which is provided by a 20 ampere circuit loaded to not more than 80 %. A master control may be installed provided the individual switches retain their capability to function independently. Circuit breakers may not be used as the sole means of switching. EXCEPTIONS: 1. Industrial or manufacturing process areas, as may be required for production. 2. Areas less than 5% of the building footprint for footprints over 100,000 ft 1513.3 Daylight Zone Control: All daylighted zones, as defined in Chapter 2, both under overhead glazing and adjacent to vertical glazing, shall be provided with individual controls, or daylight- or occupant- sensing automatic controls, which control the lights independent of general area lighting. Contiguous daylight zones adjacent to vertical glazing are allowed to be controlled by a single controlling device provided that they do not include zones facing more than two adjacent cardinal orientations (i.e. north, east, south, west). Daylight zones under overhead glazing more than 15 feet from the perimeter shall be controlled separately from daylight zones adjacent to vertical glazing. EXCEPTION: Daylight spaces enclosed by walls or ceiling height partitions and containing 2 or fewer light fixtures are not required to have a separate switch for general area lighting. 1513.4 Display, Exhibition and Specialty Lighting Controls: All display, exhibition or specialty lighting shall be controlled Independently of general area lighting. 1513.5 Automatic Shut -off Controls, Exterior: Lighting for all exterior applications shall have automatic controls capable of tuming off exterior lighting when sufficient daylight is available or when the lighting is not required during nighttime hours. Lighting not designated for dusk -to -dawn operation shall be controlled by either: a. A combination of a photosensor and a time switch; or b. An astronomical time switch. Lighting designated for dusk -to -dawn operation shall be controlled by an astronomical time switch or photosensor. All time switches shall be capable of retaining programming and the time setting during Toss of power for a period of at least 10 hours. EXCEPTION: Lighting for covered vehicle entrances or exits from buildings or parking structures where required for safety, security, or eye adaptation. 1513.6 Automatic Shut -Off Controls, Interior. Buildings greater than 5,000 ft and all school classrooms shall be equipped with separate automatic controls to shut off the lighting during unoccupied hours. Within these buildings, all office areas less than 300 ft enclosed by walls or ceiling - height partitions, and all meeting and conference rooms, and all school classrooms, shall be equipped with occupancy sensors that comply with Section 1513.6.1. For other spaces, automatic controls may be an occupancy sensor, time switch or other device capable of automatically shutting off lighting. EXCEPTIONS: 1. Areas that must be continuously illuminated (e.g., 24 -hour convenience stores), or • t;ooe uom • Hance rorm Lighting, Motor, and Transformer Permit Plans Checklist LTG -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 illuminated in a manner requiring manual operation of the lighting. 2. Emergency lighting systems. 3. Switching for industrial or manufacturing process facilities as may be required for production. 4. Hospitals and laboratory spaces. 5. Areas in which medical or dental tasks are performed are exempt from the occupancy sensor requirement. 1513.6.1 Occupancy Sensors: Occupancy sensors shall be capable of automatically tuming off all the lights in an area, no more than 30 minutes after the area has been vacated. Light fixtures controlled by occupancy sensors shall have a wall- mounted, manual switch capable of tuming off lights when the space is occupied. EXCEPTION: Occupancy sensors in stairwells are allowed to have two step lighting (high -light and low - light) provided the control fails in the high -light position. 1513.6.2 Automatic Time Switches: Automatic time switches shall have a minimum 7 day clock and be capable of being set for 7 different day types per week and incorporate an automatic holiday "shut -off' feature, which tums off all loads for at least 24 hours and then resumes normally scheduled operations. Automatic time switches shall also have program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. Automatic time switches shall incorporate an over -ride switching device which: a. is readily accessible; b. is located so that a person using the device can see the lights or the areas controlled by the switch, or so that the area being illuminated is annunciated; c. is manually operated; d. allows the lighting to remain on for no more than 2 hours when an over -ride is initiated; and e. controls an area not exceeding 5,000 ft or 5% of the building footprint for footprints over 100,000 ft whichever is greater. 1513.7 Commissioning Requirements: For lighting controls which include daylight or occupant sensing automatic controls, automatic shut -off controls, occupancy sensors, or automatic time switches, the lighting controls shall be tested to ensure that control devices, components, equipment and systems are calibrated, adjusted and operate in accordance with approved plans and specifications. Sequences of operation shall be functionally tested to ensure they operate in accordance with approved plans and specifications. A complete report of test procedures and results shall be prepared and filed with the owner. Drawing notes shall require commissioning in accordance with this paragraph. 1514 Exit Signs: Exit signs shall have an input power demand of 5 Watts or less per sign. Motors - General Requirements 1511 Electric Motors: All permanently wired polyphase motors of 1 hp or more, which are not part of an HVAC system, shall comply with Section 1437. EXCEPTIONS: 1. Motors that are an integral part of specialized process equipment. 2. Where the motor is integral to a listed piece of equipment for which no complying motor has been approved. Transformers - General Requirements SECTION 1540 — TRANSFORMERS The minimum efficiency of a low voltage dry-type distribution transformer shall be the Class 1 Efficiency Levels for distribution transformers specified in Table 4 -2 of the "Guide for Determining Energy Efficiency for Distribution Transformers" published by the National Electrical Manufacturers Association (NEMA TP -1 -2002) OCT -3 2001 PERM1T ('FIST v. Opaque Concrete /Masonry Wail 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 9.0 Btu /ft °F 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 N/A All Other Roofs Applicant Address: 10230 NE Points Drive, Suite 300. Kirkland, WA 98033 30.0 1 11.0 Below Grade Walls n 1 20Ji N/A 5 N/A Slabs -on -Grade J IUta 10.0 4 \IG D r N/A Maximum U- factors Opaque Doors 0.600 Envelope Requirements (enter values as applicable) Project Address Building S. Suite 148. Minimum Insulation R- values Roofs Over Attic For Building Department Use � ,� all 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 I 0. Project Info Project Address Building S. Suite 148. Date 9/28/2007 Southcenter Square. 17250 Southcenter Parkway For Building Department Use � ,� all r - _ ._ Tukwila, WA 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 Space Heat Type 0 Electric resistance Q All other (see over for definitions) Glazing Area Calculation Note: Below grade wars 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 177.0 _ 530.0 X 100 = 33.4 Concrete/Masonry Option O 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 ® no assembly below. Q yes Check here if using semi - heated path and if project meets all requirements for semi - heated spaces Semi- Heated Path as defined in section 1310. Requires other fuel heating and qualifying thermostat. Only wall O no Insulation requirement is reduced (2006 change). Only available in prescriptive path. 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Envelope Summary Climate Zone 1 ENV -SUM (Project Description New Building ❑ Addition ❑ Alteration ❑ Change of Use Compliance Option Prescriptive ❑ Component Performance (See Decision Flowchart (over) for qualifications) ❑ Seattle EnvStd ❑ Systems Analysis 1. Assemblies with metal framing must comply with overall U- factors Notes: OC BUILD : INCOMPLETE LTR# Revised July 2007 APED OCT —3 2007 ; 'E-R■1T CFNTEF Envelope Summary (back) Climate Zone 1 ENV -SUM .♦ 2006 Washington State Nonresidential Energy Code Compliance Fonns 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) .4—N 2006 Washington State Nonresidential Energy code compliance t-orm 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. 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 of L Mass Wall Criteria OK? (below) Yes • AG Mass Wall Insulation Req. Mass Wall U0.15/R5.7ci CMU Block Ins. Cores Wood Frame R19 Metal Framed R19 re Yes s Glazing Criteria Met? Glazing Area % 0-30% 30-45% >45% Vert OH UVaI UVaI SHGC 0.55 0.70 0.45 0.45 0.60 0.40 Not Allowed Yes w Component Performance, Systems Analysis, or EnvStd Required 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 W/R of the gross conditioned floor area. Exception: Heat pumps and terminal electric resistance heating in variable air volume distribution systems. Ye Yes 1 e Glazing Criteria Met? Glazing Area % 0 -30% >30 Vert OH UVaI UVaI SHGC 0.40 0.60 0.40 Not Allowed Prescriptive Yes Path Allowed All Insulation Installed? Below Grd Wall (ext) Below Grd Wail (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 11-0.60 Metal R -10 U -0.062 U -0.031 U -0.034 U -0.029 R -10 R -10 U-0 Yes Concrete/Masonry Option* Assembly Description Wall Heat Capacity (HC) Assy.Tag HC ** Area (sf) Totals Area weighted HC: divide total of (HC x area) by Total Area HC x Area Revised July 2007 No— No-► • AG Mass Wall Insulation Req. Mass Wall U0.15 /R5.7ci CMU Block Ins. Cores Wood Frame R19 Metal Framed U0.062 *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 O09 - a OCI -3 NU( PERMIT CENTS, Project Address Building S. Suite 148. Date 9/28/2007 Space Heat Type 0 Electric resistance © All other For Building Department Use Glazing Area as % gross exterior wall area 33.4% Prop. I 45.0% Max.Target Concrete/Masonry Option 0 Yes 0 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) 1 c o 5 Storefront win. & U= 0.440 Plan ID door A4.0 U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: 77,9 0.440 177.0 0.450 177.0 79.7 Glazing % Electric Resist. Other Heating 0-30% 0.40 0.55 >30 -45% see note above 0.45 c g 5 v g O 8 ¢ 0 U =N /A Plan ID U= Plan ID: U= Plan ID: u= Plan ID: 0.600 Glazing % Electric Resist. Other Heating 0-30% 0.6 0.7 >30 -45% see note above 0.6 ,fin g z 0 U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: 0.600 Opaque Doors U= N/A Plan ID: U= Plan ID: U= Plan ID: 0.600 Electric Resist. Other Heating 0.60 0.60 , 94v JOAO comm.' R =N /A Plan ID: R= Plan ID: R= Plan ID: 0.036 Electric Resist. Other Heating 0.031 0.036 • sJooa X410 R=30.0 Plan ID Built - up roof R= Plan ID: R= Plan ID: 0.036 1029.0 37.0 0.046 1029.0 47.3 Electric Resist. Other Heating 0.034 0.046 • Opaque Walls* I R =11..0 Plan ID Exterior wall 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 0.090 353.0 31.8 Target Opaque Wall Area (see back) 0.190 353.0 67.1 ** ** Electric Resist. Other Heating Frame -Wd 0.062 0.062 Frame -MO 0.062 0.109 Mass Wall ++ 0.15 0.15 ++ see mass wall Criteria I *11 Gpeig unto° R =N /A 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 I Muwu11 JOAO C InnIJ R =N /A Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: 0.056 Electric Resist. Other Heating 0.029 0.056 f '� c E " o f R =10.0 Plan ID 2 Sorizontal insulated slab R= Plan ID: R= Plan ID: R= Plan ID: 0.700 145.0 101.5 0.540 145.0 78.3 Electric Resist. Other Heating F =0.54 F =0.54 (see Table 13-1 for radiant floor values) For CMU walls, indicate core insulation material. Totals' 1704.0 248.2 Totals! 1704.0 272.4 idential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Envelope UA Calculations Climate Zone 1 ENV -UA Revised July 2007 To comply: 1) Proposed Total UA shall not exceed Target Total UA. 2) Proposed Total Area shall equal Target Total Area. OCT -3 2007 PEPIIMIT CFNTE - - - -- - - -- - - -- OG= OG= SHGC VG= 177.0 ID:Storefront windows & doors A4.0 ID: ID: ID ID: ID: 0.370 177.0 65.5 1029.0 177.0 70.8 353.0 Glazing List components by assembly ID & page # Proposed SHGC SHGC' x Area (A) = SHGC x A SHGC Target SHGC x Area (A) = SHGC x A I 6urzeIO ID:Storefront windows & doors A4.0 ID: ID: ID ID: ID: 0.370 177.0 65.5 0.400 177.0 70.8 Glazing % 0 -30% >30 -45% Electric Resist. Other Heating 0.4 0.45 not allowed 0.4 r •Note: Manufacturer's SC may be used in lieu of SHGC. Totals 177.0 65.5 Totals' 177.0 70.8 Climate Zone 1 ENV -SHGC 2006 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 530.0 I X 45.0% ( -( 100 I= 1 238.5 I rl ( 238.5 Roofs over Attics Other Roofs Walls' 2006 Washington State Nonresidential Energy Code Compliance Form Proposed Areas: Numbered values are used in calculations below. Other Roofs Walls Max Glazing Area (Table 13 -1) Target OG Area in Roofs over Attics 0 lesser 238.5 1029.0 353.0 Proposed Opaque Area + Max OG Remaining 238.5 I Proposed OG Area y Target OG Area Target Opaque Area Maximum Target Glazing Area Target OG Area in Other Roofs 0 lesser 238.5 Target VG Area 177.0 1029.0 Proposed Opaque Area Proposed VG Area Target VG Area Target Opaque Area I l- I 177.0 I I 177.0 I= 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. 353.0 Revised July 2007 Note: OG = overhead glazing VG = vertical glazing For Target OG's, the lesser values are used both here and below. I Error in Areas 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. OCT -3 2007 ER!1AITi r7FNNTB -. Building Permit Plans Checklist ENV -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address Building 8. Suite 148. 'Date 9/28/2007 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 I 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 wall 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 1311.6 Radiant floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 36" from the top; Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where reg'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 gla 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 vap. ret. Indicate six mil black polyethylene overlapped 12" on ground 1314 Alr 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 1314.4 Recessed lighting Fudun indicate IC rating, ASTM E283 certification, and gasketing or caulking to ceiling 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: 2006 Washington State Nonresidential Energy Code Compliance Form OCT -3 2007 PERMIT CENTEi-. 2006 Washin ton State Nonresidential Ene • Code Com • liance Form Building Permit Plans Checklist 2006 Washington State Nonresidential Energy Code Compliance Forms ENV -CHK Revised July 2007 Envelope - General Requirement 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 30 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 24 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 24 inches or to the top of the footing, whichever is less. Insulation installed outside the foundation shall extend downward a minimum of 24 inches or to the frost line, 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 36 inches or downward to the top of the footing and horizontal for an aggregate of not Tess than 36 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 line units or representative of units as purchased by the consumer or contractor. Unlabeled glazing and doors shall be assigned the default U- factor in Table 10-6. 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, licensed by the NFRC. EXCEPTION: Shading coefficients (SC) shall be an acceptable altemate for compliance with solar heat gain coefficient requirements. Shading coefficients for glazing shall be taken from Chapter 31 of Standard RS -1 or from the manufacturer's 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 12 inches shall be provided with a vapor retarder. (For enclosed attics and enclosed rafter spaces, see Section 1203.2 of the International Building Code.) Roof /ceiling assemblies without a vented airspace, allowed only 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 Crawispaces: A ground cover of six mil (0.006 inch thick) black polyethylene or approved equal shall be laid over the ground within crawlspaces. The ground cover shall be overlapped 12 inches minimum at the joints and shall extend to the foundation wall. EXCEPTION: The ground cover may be omitted in crawl spaces if the crawlspace has a concrete slab floor with a minimum thickness of 3 -1/2 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 ducts or plenums shall be sealed, caulked and gasketed to limit air leakage. 1314.4 Recessed Lighting Fixtures: When installed in the building envelope, recessed lighting fixtures shall by Type IC rated, and certified under ASTM E283 to have no more than 2.0 cfm air movement from the conditioned space to the ceiling cavity. The lighting fixture shall be tested at 75 Pascals or 1.57 Ibs/ft pressure difference and have a label attached, showing compliance with this test method. Recessed lighting fixtures shall be installed with a gasket or caulk between the fixture and ceiling to prevent air leakage. OCT -3 2007 PERMIT CENTEh April 17, 2008 Leshya Wig 4811 134 P1 SE Bellevue, WA 98006 RE: Request for Extension Development Permit No. D07 -368 Suite 148 —17250 Southcenter Py Dear Ms. Wig, This letter is in response to your written request for an extension to Permit No. D07 -368. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending the expiration date of your permit an additional 180 days, through November 21, 2008, per your request. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, k titi ifer Marshall it Technician File: Permit No. D07 -368 City of Tukwila Department of Community Development Jack Pace, Director P:\Pem it CentetlExtension Letters\Pemrits\2007\D07 -368 Pemut Extension.doc Page 1 of 1 jem Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 4811 134 Place SE, Bellevue WA 98006 Tel: 425- 747 -8540, Fax: 425- 865 -8648 April 10, 2008 Mr. Bob Benedicto City of Tukwila RE: LL Permit for Suite 148, D07 -368 17250 Southcenter Parkway Tukwila, WA Dear Mr. Benedicto, I received notice that permit D07 -368 will expire on 5/25/2008. This is the permit for the Landlord's portion of the tenant improvements for Cefiore. I am writing to request an extension. The tenant received their permits to begin work on 3- 27 -08. Landlord's scope of work includes installing a ceiling for the tenant and completing the fire sprinkler distribution for the space. This work cannot be done until Cefiore's contractor is ready for it. Because Cefiore recently picked up their permits, this work may not be able to be completed for several months. Please call me with any questions. i1/c; Leshya Wig 425- 957 -4774 "be �So Wig Properties LLC E'rE!VED ,ftpik 14 2008 G��r : 111/2-I 1,04$ 04-04 -2008 LESHYA WIG 4811 134 PL SE BELLEVUE WA 98006 RE: Permit No. D07 -368 17250 SOUTHCENTER PY TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Codes, Uniform Plumbing/Fuel Gas Code and/or the National Electrical Code, every permit issued by the Building Division under the provisions of the code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit issuance, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the International Codes, Uniform Plumbing/Fuel Gas Code and/or the National Electrical Code does allow the Building Official to approve one extension of time for an additional period not exceeding 180 days. Extension requests must be in writini and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 05/25/2008 , your permit will become null and void and any further work on the project will require a new permit application and associated fees. Thank you for your cooperation in this matter. Sincerely, r Marshall Pe Technician xc: Permit File No. D07 -368 Cizy of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 •September 24, 2007 Leshya Wig 4811 134 P1 SE Bellevue WA 98006 Dear Ms. Wig: City of Tukwila Department of Community Development Steve Lancaster, Director RE: Letter of Incomplete Application # 1 Development Permit Application D07 -368 Suite 148 —17250 Southcenter Py This letter is to inform you that your permit application received at the City of Tukwila Permit Center on September 18, 2007 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department need to be addressed: BuildinE Department: Allen Johannessen at 206 433 -7163 if you have any questions concerning the attached comments. Please address the comment above 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. 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 the Permit Center at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician Enclosures File: D07 -368 P:\Permit Center\Incomplete Letters\2007\D07 -368 Incomplete Lte #1.DOC wer Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Determination of Completeness Memo Date: September 20, 2007 Project Name: Suite 148 Permit #: D07 -368 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (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. The 2003 international Building Code and 2004 WA State Energy code are specified in the plan set. The City of Tukwila has adopted the 2006 building and Washington State Energy codes as of July 1 2007. Review construction plans and documents for compliance with 2006 building and energy codes which shall include Washington State code amendments. Make changes to the code specifications shown on the cover page including any other code specifications within the plan set. 2. Provide updated envelope summary forms compliant with the 2006 Washington State Energy code. Should there be questions concerning the above requirements, contact the Building Division at 206431 -3670. No further comments at this time. ACTIVITY NUMBER: D07 -368 DATE: 10 -03 -07 PROJECT NAME: SOUTHCENTER SQUARE SUITE 148 SITE ADDRESS: 17250 SOUTHCENTER PY Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPART ENTS: Bu ing I On Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Comments: Penult Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Please Route Documents/routing slip.doc 2-28-02 TUES/THURS ROUTING: Fire Prevention Structural Incomplete Structural Review Required Planning Division Permit Coordinator DUE DATE: 10 -04 -07 Not Applicable ❑ No further Review Required REVIEWER'S INITIALS: DATE: Notation: REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11 -01 -07 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPART ENTS: oo7 Buying ivision Public Works kf,L _ 4- A 07 Comments: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 �- AERMIT COORD COPY �. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -368 DATE: 09 -18 -07 PROJECT NAME: SUITE 148 SITE ADDRESS: 17250 SOUTHCENTER PY X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: III AV 1.2641 Fire Prevention Structural DE TERMINATION OF COMPLETENESS: (Tues., T rs.) Complete ❑ Incomplete 4 . 10 , I, 1,11,01 Planning Division ❑ Permit Coordinator ❑ DUE DATE: 09 -20 -07 Not Applicable ❑ Permit Center Use Only ,� INCOMPLETE LETTER MAILED: 11 LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: DUE DATE: 10-18-07 Approved ❑ Approved with Conditions n Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Date: / 2 • 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 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: Ar Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner /70-7— 36g Steven M. Mullet, Mayor Steve Lancaster, Director Project Name: Seti 8Q4/1/ — ` $ ' / s / 7 q Project Address: /702�o 0 (1 Gr � t � � ' 7?/f(ly //4 G1/4 9.1/12 Contact Person: L4-S' /4— W/& Phone Number: ( 2 ) q57 4‘7?"-/ Summary of Revision: KR/4 44l,1 S i6_ LJ 2 / 41 iitri �[.t U / ‘0/ / 7 9 i-4/7 1 ,Vi111#7 7VA/4! S e00 Pt- Sheet Number(s): '' / , . /3.a2 / /5 "Cloud" or highlight all areas of revision including date of rev on Received at the City of Tukwila Permit Center by: 'Er in Permits Plus on \applications \forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: RECEIVED �' r � t- TUKWILA 3 Mil PERMIT CENTER LANDLORD WORK -WIG ' ROPERTIES, LLC - SS 170!9'0 SOUTHCENTER PARKWA TE 148 SOUTHCENTER SQUARE SOUTHCENTER PKWY. & MINKLER BLVD. TUKWILA, WASHINGTON SEPARATE PERMIT REQUIRED FOR: Ife MSchanical ectrical Plumbing Gas Piping City of Tukwila ,BUILDING DIVISION REVISIONS No changes shall be made to the o scoop of work without prior app , Tukwila Building Division. NOTE: Revisions will require a new r p lan Be al ; and may include add itional pl . PIM review apps LS subject to es:c. , Apprakel of oonstuc ticn c' : r.. ;t au horiffi the violation of z ^,y 4___ ..' 7 c_f, Receipt c ' . - .- :riC'�. p t of Fa'cl C_ ' i : i�N ledged: city of Tukwila =DING DIVISION LANDLORD WORK WIG PROPERTIES SOUTHCENTER SQUARE REVISIONS BUILDING 'S' SUITE 148 17250 SOUTHCENTER PARKWAY TUKWILA, WA PERMIT RESPONSE :10.1.07 REGISTRATION FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 KIRKLAND, WA 98033 P:425.827.2100 F:425.828.6899 DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: COVER SHEET LCH 09/11/07 A07 -517 10/01/07 - 9:19am A07- 517_BLDG S, A01_148.dwg SHEET A0.1 IMEIEGMEEMENEMERSISSEU Copyright 2007 Freiheit & Ho Architects, Inc., P.S. Ti L NDEX VICINI Y MAP D( 2, ::a':ARGHITEGTURAL : : - '`E::`; SITE L r I 1 i ----____L - : A -0.I COVER SHEET A -2.D REFERENCE SITE PLAN = .. A -3.0 FLOOR PLAN / DETAILS SCHEDULES / A -3.1 MEP. PLAN A -3.2 R.G.P. PLAN r A -4.0 EXTERIOR ELEVATIONS 4 - •- ' ' WALL SECTIONS , r_..,_.w. 1 1 11 1 - s 110TH ST - v K ___ - - KL� BL VD ■ �: _ _ - .._.... - :..... MIN w 0 CI i S.. • - PROJEC DATA -17- 1-5 LOCATION: I O SOJTHGENTiSR PARKWAY, TUKWILA, WASHINGTON ZONING: TUKWILA URBAN CENTER (TUG) OCCUPANCY: M, (MERCANTILE) NUMBEIR OF 5T+ - HS: I BUILDING CODE: 2006 IBC WA STATE AMENDMENT W/ e s / w ,,, - �T � E Q X 0 < s = S I SOTH ENERGY CODE: 2006 WA STATE ENERGY GORE CONSTRUCTION TYPE: TYPE V-B, FULLY SPRINKLERED TENANT SQUARE FOOTAGE: SUITE 148 1,041 S.F. BUILDING SQUARE FOOTAGE: BUILDING 'S' 46,14/ S.F. AGGESSORS PARCEL NUMBERS 2623049080 2623044081 262304911/ DESCRIPTION OF WORK: TENANT BUILD -OUT (VANILLA SHELL) FOR FUTURE TENANT. SYMBOLS ABBREVIATIONS G ES N RAL NO _ ALL SUB - CONTRACTORS MUST BE WORKING FROM A FULL SET OF DOCUMENTS. ALL SUB-CONTRACTORS TO VERIFY ALL DIMENSIONS FOR THEIR SCOPE OF WORK. IN EVENTS OF CONFLICTS OR CHANGES BETWEEN DETAILS OR BETWEEN PLANS AND SPECIFICATIONS, NOTIFY THE ARCHITECT IMMEDIATELY. NO MATERIALS OR PRODUCTS CONTAINING ASBESTOS ARE TO BE UTILIZED IN THIS PROJECT. NO PRODUCTS ARE TO BE UTILIZED IN THIS WORK THAT WILL REQUIRE SPECIAL INSPECTIONS OF HAZARDOUS MATERIALS SHOULD THEY BE REMOVED. ALL CONSTRUCTION SHALL CONFORM TO THE 2006 EDITION OF THE INTERNATIONAL BUILDING ODD):. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THESE PLANS 4 PROJECT SPECIFICATIONS. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS. IN THE EVENT OF CONFLICTS OR CHANGES BETWEEN DETAILS OR BETWEEN THE PLANS ri SPECIFICATIONS, NOTIFY THE ARCHITECT IMMEDIATELY. FINISH FLOOR REF. DATUM EQUALS (100' -09. REFER TO TOPOGRAPHIC SURVEY FOR ACTUAL SITE ELEVATION. ALL DIMENSIONS ARE TO FACE OF CONCRETE, MASONRY, FACE OF FRAMING OR COLUMN CENTER LINES U.N.O. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED WOOD PRESSURE TREATED W00D 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 BETWEEN FOUNDATION SILLS THE GROUND SHALL BE REMOVED. PROVIDE HORIZONTAL FIREBLOGKING IN ALL FRAME WALLS AT IC'-O" O.G. 4 WHERE FRAME WALLS PENETRATE CEILING. FIREBLOGK IN ACCORDANCE WITH I.B.G. SEC. 105. DRAFTS IN FLOORS IS NOT REQUIRED IN BUILDINGS EQUIPPED THROUGHOUT WITH SPRINKLER SYSTEMS IN ACCORDANCE WITH SECTION 903.3.E (IBC 11/.3.3, EXCEPTION) DRAFTSTOPPING IN ATTICS 15 NOT REQUIRED IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 4035.1. (IBC 111.4.3) PROVIDE A FLOOR OR LANDING NOT GRP-ATER THAN I BELOW THRESHOLD AT ALL DOORWAYS. PROVIDE BLDG. 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. IBC 1008.1.8.1 HARDWARE. DOOR HANDLES, PULLS LATCHES, LOCKS AND OTHER OPERATING DEVICES ON DOORS REQUIRED TO BE ACCESSIBLE BY CHAPTER U SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE. 1003.1.55 LOCKS AND LATCHES. LOCKS AND LATCHES SHALL BE PERMITTED TO PREVENT OPERATION OF DOORS WHERE ANY OF THE FOLLOWING EXISTS: 2. IN 81JILDING5 IN OCCUPANCY GROUPS M, THE MAIN EXTERIOR DOOR OR DOORS ARE E LOCKING DEVICE PERMITTED TO BE EQUIPPED WITH KEY - OPERATED LOCKING DEVICES FROM me EGRESS SIDE PROVIDED: 2.1 THE 15 READILY DISTINGUISHABLE AS LOOKED, 2.2 A READILY VISIBLE DURABLE SIGN IS POSTED ON THE EGRESS SIDE OR ADJACENT TO THE DOOR STATING: THIS DOOR TO REMAIN UNLOCKED hd-EEN BUILDING IS OCCUPIED. THE 5I6N SHALL BE IN LETTERS I INCH HIGH ON A CONTRASTING BACKGROUND. ALL ROOMS OR AREAS HAVING AN OCCUPANT LOAD OF 50 (1,500 5F OF RETAIL SPACE) OR MORE SHALL HAVE AT LEAST 2 EXITS TO THE EXTERIOR OR TO AN EXIT CORRIDOR ( ONE -HOUR CONSTRUCTION). ( 1.15.C. 10152.1 ) EXITS SHALL HAVE A MIN. SEPARATION OF ONE HALF THE MAX OVERALL DIAGONAL OF THE BUILDING OR AREA SERVED, MEASURED IN A STRAIGHT LINE BETWEEN EXITS. (IB.C. 5ECTTON 10152.12) EXCEPTION 2 - WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 4 103.3.1.1 OR 4033.12, 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 FINISH. (IB.C. SECTION 603.8 AND 714.3) ELECTRIC RESISTANCE HEAT 15 NOT ALLOWED UNLESS THE WASHINGTON STATE NON- RESIDENTIAL ENERGY CODE COMPLIANCE FORM IS REVISED. LIMIT AIR LEAKAGE MR W.S.E.G. SECT. 1314. WHEN THE FLOOR AREA OF 'GROUP B OR GROUP M' OCCUPANCIES EXCEED 1500 S.F., TWO BARRIER FREE RESTROOMS WILL BE R EQUIRED. 24023.1 EXC. 2 WASHINGTON STATE AMENDMENTS V41-EN THE OCCUPANT LOAD SERVES 50 OR MORE PERSONS THE DOORS MUST SWING IN THE DIRECTION o1= EXIT TRAVEL. IBC 1008.12 DEAD END CORRIDOR (IBC SECTION 101/32 EXCEPTION 2): IN OCCUPANCIES IN GROUPS B AND F WHERE THE BUILDING 15 EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 4033.1.1, THE LENGTH OF DEAD END CORRIDOR SHALL NOT EXCEED 50 FEET (15240 MM) $ # 13OT. AND EQ. EQUAL O.G. ON CENTER. L ANGLE EQUIP. EQUIPMENT 0/ OVER t AT EXIST. EXISTING DPP. OPPOSITE CENTERLINE EXPO. EXPOSED DIAMETER OR EXT. EXTERIOR PL. PLATE ROUND F.0.1 A. FURNISHED BY OWNER PLYWD. PLYWOOD L PERPENDICULAR INSTALLED BY CONTR. p.p. POWER POLE POUND OR NUMBER F.D. FLOOR DRAIN PLAM PLASTIC LAMINATE A.B. ANCHOR BOLT F.E. FIRE EXTING- ACOUS. ACOUSTICAL UISHER R. RADIUS OR RISER A.F.F. ABOVE FINISH FLR. F.H. FIRE HYDRANT R.D. ROOF DRAIN AGGR. AGGREGATE IN FINISH REC. RECOMMENDED ALUM. ALUMINUM FLASH. FLASHING REF. REFERENCE ANOD. ANODIZED FLR. FLOOR REINF. REINFORCED APPROX. APPROXIMATE FLUOR. FLUORESCENT R .EQ'D. REQUIRED ARCH. ARCHITECTURAL FOUND. FOUNDATION RM. ROOM ASPH. ASPHALT FRM'G. FRAMING FT. FOOT OR FEET S. SOUTH BD. HOARD FTC. FOOTING S.C. SOLID GORE BLDG. BUILDING PURR. FURRING SGHED. SCHEDULE SLK. BLOCK GA. GAUGE SHT. SHEET BLK'G. BLOCKING GALV. GALVANIZED SHT'G. SHEATHING BM. BEAM G.G. GENERAL CONTRACTOR SIM. SIMILAR BOTTOM L. GLASS SPEC. SPECIFICATIONS B.U.R. BUILT UP ROOF GND. GROUND SQ. SQUARE GR. GRADE STD. STANDARD GAB. CABINET GP. GROUP STL. STEEL G.B. GATGH BASIN G.W.B. GYPSUM WALL STOR. STORAGE GEM. CEMENT BOARD STRUG. STRUCTURAL CH. CHANNEL GYP. GYPSUM SUSP. SUSPENDED G.J. CONTROL JOINT S. V. STAIN AND VARNISH CLG. CEILING HDWR. HARDWARE SVC. SERVICE CLR. CLEAR HDCP. HANDICAP SYM. SYMMETRICAL G.O. GLEAN OUT HDWD. HARDWOOD 5/• SIDEWALK COL. COLUMN H.B. HOSE SISB GONG. CONCRETE H.C. HOLLOW GORE T. TREAD CONN. CONNECTION H.M. HOLLOW METAL T.G. TOP OF CURB CONSTR. CONSTRUCTION HORIZ. HORIZONTAL TEL. TELEPHONE CONT. CONTINUOUS HR. HOUR T.4 G. TONGUE AND GROOVE G.T. CERAMIC TILE HT. HEIGHT THK. THICK GTR. CENTER T.O.P. TOP OF PLATE CTSK. COUNTER SUNK INST. INSTALLATION T.P. TOP OF PAVEMENT INSUL. INSULATION T.W. TOP OF WALL DBE. DOUBLE INT. INTERIOR TYP. TYPICAL DEPT. DEPARTMENT PET. DETAIL LAM. LAMINATED U.B.G. UNIFORM BUILDING DIA. DIAMETER LB. POUND CODE DIM. DIMENSION LOG. LOCATION UNF. UNFINISHED DN. DOWN U.O.N. UNLESS OTHERWISE DR. DOOR MATL. MATERIAL NOTED D.S. DOWNSPOUT MAX. MAXIMUM - DWG. DRAWING MFR. MANUFACTURER VERT. VERTICAL M.H. MANHOLE E. EAST MECH. MECHANICAL W WEST EA. EACH MIN. MINIMUM W/ WITH E.I.F.S. EXTERIOR INSULATION MISC. MISCEL.LANEOUS WD. WOOD FINISH SYSTEM MTD. MOUNTED WOW WINDOW E.J. EXPANSION JOINT MTL. METAL W/O WITHOUT EL. ELEVATION W.P. WATERPROOF ELEC. ELECTRICAL N. NORTH W.R. WATER RESISTANT ELEV. ELEVATOR N.I.G. NOT IN CONTRACT MGT. WAINSCOT ENCL. ENCLOSURE NO. NUMBER WT. WEIGHT E.P. ELECTRICAL PANEL N.T.S. NOT TO SCALE BUILDING SECTION ©�- SECTION IDENTIFICATION NORTH ARROW N LEGAL DESCR1P ION ligf DESCRIPTION: PARCEL A: THAT PROTION OF THE NORTHWEST QUARTER OF THE SOUTH EAST QUARTER AND OF THE NORTHEAST QUARTER OF THE SOUTH WEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS; BEGINNING AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 26; THENCE NORTH 88 °05 WEST ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER, A DISTANCE OF 1448.68 FEET TO THE WEST LINE OF THE EAST 65x.34 FEET OF SAID NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE SOUTH 01°41'2 WEST ALONG SAID WEST LINE A DISTANCE OF 65825 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID WEST LINE, A DISTANCE OF 662.05 FEET TO THE SOUTH LINE OF SAID NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THE=NCE NORTH 81 °55'02" WEST ALONG SAID SOUTH LINE, 66656 FEET TO TIE WEST LINE OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE NORTH OI °12'25" EAST ALONG SAID WEST LINE, 661.05 FEET; THENCE SOUTH 88 °0056" EAST 613.50 FEET TO THE POINT OF BEGINNING; EXCEPT THAT PORTION CONVEYED TO THE CITY OT TUKWILA BY DEED RECORDED UNDER RECORDING NO. 44062 FOR MINKLER BOULEVARD; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PARCEL B: THAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF TEH SOUTHEAST QUARTER OF SAID SECTION 26; THENCE NORTH 68 °05'42" WEST ALONG THE NORTH LINE OF SAID SOUTHEAST GARTER, A DISTANCE OF 2678.68 FEET TO THE EAST LINE OF SAID NORTHEAST QUARTER OF THE SST QUARTER; THENCE SOUTH OI °12 WEST ALONG SAID EAST LINE 65/24 MET TO TI-E TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH QI °12'25` WEST 661.03 FEET TO THE SOUTH LINE OF SAID NORTHEAST QUARTER OF THE SOUTHWEST QUARTER; THENCE NORTH 81°5555" WEST ALONG SAID SOUTH LINE, 155.25 FEET; THENCE NORTH 01°5521" EAST 344545 HET; TI-ENGE NORTH 87 °5 WEST 48 FEET; THENCE SOUTH 02 °04'01° WEST 10 FEET; THENCE NORTH 8755'55' WEST 311.43 FEET TO A TANGENT CURVE TO THE LEFT, WITH A RADIUS OF 25 FEET; THENCE SOU HINESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 40 °5531°, AN ARC DISTANCE OF 34.6/ FEET; THENCE NORTH OI °0835" EAST TO A POINT NORTH 88 °0056" WEST FROM THE TIRE POINT OF BEGINNING; THENCE STOUTH 88 °0036" EAST TO THE TRUE POINT OF BEGINNIG; EXCEPT THAT PORTION CONVEYED TO THE A E GLTY OF TUKWILA BY DD RECORDED UNDER RECORDING NO. 4406240323 FOR MINKLER BOULEVARD; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PARCEL G: THAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHWEST GARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 26; INCOMPLETE THENCE NORTH 68 °05'42" WEST ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER, A DISTANCE OF 26 16.68 LT FEET TO THE EAST LINE OF SAID NORT�HEASti T QUARTER OF THE SOUTHWEST QUARTER; _ THENCE SOUTH OI °12'25" WEST ALONG SAID EAST LINE 1318.32 FEET TO THE SOUTH LINE OF SAID NORTHEAST QUARTER OF THE SOUTHWEST QUARTER; g Z '" °: " x'� THENCE NORTH 6 °55'53° WEST ALONG SAID SOUTH LINE, 155.25 FEET TO THE TRUE POINT OF BEGINNING _ ` ' ' Li °" THENCE GONTUhiJING NORTH 8/ 0 5553 " PEST 439.42 FEET TO THE EAST RIGHT -OF -WAY LINE OF SOUTHCENTER PARKWAY, OCT -3 2007 35" EAST 3I4EET ALONG SAID EAST RIGHT -OF WAY LINE: TO A TANGENT CURVE TO THE THENCE NORTH of °08 .59 - F RIGHT WITH A RADIUS OF 25 Fly; r-L ! !!IT cF ITEi -' THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 40°5531 ", AN ARC DISTANCE OF 5 FAT; THENCE SOUTH 87 °55'53" EAST 3/1.43 FEET; THENCE NORTH 02 °04'01 EAST 10 FEET; I) 0 i lir. 3 i„, 8 THENCE SOUTH 81 °55'55" EAST 48 FEET; THENCE SOUTH 0I °58'21" WEST 349.95 FEET TO THE TRUE POINT OF BEGINNING; C LOCATED ON SHEET... WALL SECTION C SECTION IDENTIFICATION ELEVATION MARKER �� LOCATED ON SHEET.. DETAIL DETAIL IDENTIFICATION ? .O FINISH GRADE ELEVATION C © TOP OF CURB T Ng, LOCATED SHEET AI <_ ON INTERIOR ELEVATION E--- ELEVATION IDENTIFICATION VP .I6.o TOP OF P T .10.5 LOCATED ON SHEET ROOM SYMBOL CENTER LINE OFFICE E- ROOM NAME IDI ROOM NUMBER PROPERTY LINE ROOM MATERIAL CODES 1st No FLOOR/BASE 2nd No HALLS/WAINSCOT 3rd No CEILING NEW CONTOUR 4' - Q ' EILING HEIGHT 12 GRID MARKERS C LETTERS IN ONE DIRECTION EXISTING CONTOUR A NUMBERS IN THE OTHER _�I5 DOOR SYMBOL REVISION CLOUD E-DOOR NUMBER A RDOR MARK IDENTIFYING NUMBER ..--- WALL SYMBOL P1 WALL IDENTIFICATION WINDOW SYMBOL A C IDENTIFICATION WINDOW GRAY LINES REPRESENT EXISTING TO REMAIN MATCH LINE BLACK LINES REPRESENT CONSUL AN S NEW CONSTRUCTION OWNER: ARCHITECT /PLANNER: WIG PROPERTIES L. G 5 5 L. . . 4811 -134TH PLACE SE FREIHEIT 4 HO ARCHITECTS INC., P.S. 10230 NE POINTS DRIVE. SUITE 300 $ELLEVUE, WA 8 8006 KIRKLAND, WASHINGTON 08033 PH: (425) '151- 4114 FAX: (425) 865 --8648 PH: (425) 82'7 -21DO FAX: (425) 828 -68gQ E-MAIL: LESITYAWIG ®WIGPROPERTIES.GOM EMAIL: SVINBERG @FHOARCH.COM CONTACT: LESITYA WIG CONTACT: SONNY VINBERG SHADED PORTION IS THE SIDE CONSIDERED DASHED LINES INDICATE EXISTING `D BE REMOVED LANDLORD WORK -WIG ' ROPERTIES, LLC - SS 170!9'0 SOUTHCENTER PARKWA TE 148 SOUTHCENTER SQUARE SOUTHCENTER PKWY. & MINKLER BLVD. TUKWILA, WASHINGTON SEPARATE PERMIT REQUIRED FOR: Ife MSchanical ectrical Plumbing Gas Piping City of Tukwila ,BUILDING DIVISION REVISIONS No changes shall be made to the o scoop of work without prior app , Tukwila Building Division. NOTE: Revisions will require a new r p lan Be al ; and may include add itional pl . PIM review apps LS subject to es:c. , Apprakel of oonstuc ticn c' : r.. ;t au horiffi the violation of z ^,y 4___ ..' 7 c_f, Receipt c ' . - .- :riC'�. p t of Fa'cl C_ ' i : i�N ledged: city of Tukwila =DING DIVISION LANDLORD WORK WIG PROPERTIES SOUTHCENTER SQUARE REVISIONS BUILDING 'S' SUITE 148 17250 SOUTHCENTER PARKWAY TUKWILA, WA PERMIT RESPONSE :10.1.07 REGISTRATION FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 KIRKLAND, WA 98033 P:425.827.2100 F:425.828.6899 DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: COVER SHEET LCH 09/11/07 A07 -517 10/01/07 - 9:19am A07- 517_BLDG S, A01_148.dwg SHEET A0.1 IMEIEGMEEMENEMERSISSEU Copyright 2007 Freiheit & Ho Architects, Inc., P.S. 13RTH Ron l\ 1 � s• to _v. L sw.Agiii—p r gogrosol • ' 0' -2' TY INSTALLED FIBER VA N 88 ° 00 1 00" W - s s W a I7'f1 IQ'-o" 26'-6" "1' -0" .• o > i . « a ° 78 AM�. d S (46,611 S.F FF = 25.5 54 +00 AULT. SEE ML N Sa ° 54 1 4q" W 1 - • I08' -5 I/2" 5Q' —II on � l a OARING N 88 °00'00" W 8'-0 3/4° 27'-0 2'1' -O" 162' -0 ! NI�I�Nnln:u�1111111111‘11111111111 �� 1 -7" 121-0" G TYP. wisissatimerzagsasweicwillip q I it 3 o {E- r �4 E19d; .. .. �u iii1! a . • �9f�M 1 PER KOHL'S PLAN N 88 ° 00 1 00" W 248 -2" PETCO (15,202 S.F.) FF = 26 TENANT LINE 560.76' LIES w I� r e>4 ?; ■ •C rt'.leA; � iw r I.1 1 :4 STROM'S RACK (35,316 S.F.) ci BRICK PLANTER LOADING LOADING SCISSORS LIFT BY TENANT TYP. VAULT. SEE CIVIL 6 STA 86 +57.90 EAST U.S. !^ZEST TELE. VAULT 6' -0" FROP05ED SI I5' -0" REQUIRED BUILDING SETBACK IO'-6" REQUIRED SIDEWAL CURB 2O' --O" REQUIRED ROAi, 4' -0" LANDSCAPE STRIP CITY INSTALLED I5'-O "REQUIRED BUILDING SETBACK m - -,► �•�• '•- ': - % °*' : � yQ �� LIB' � ENtICi i ffa7M .r n ° r q L17° ' ° + ° q ° a ° a': • a ' + fa'8 aia`S Ap a0h � Fi ►6 11111� ;jQ�� 7�'A 2 i g . S p f 5 .�� �� R�a7�.'ii�1��1 �-� ��`� � ���` a ° . - , .. .. . 9 ° ° v i ° .I�� ��; �� :I _ • x@7!9 —� a.. � Q> 4F7E�"', - ' sp�� LEE • s'I. �4� i MINI � - _ _ . • • ' • WIG PROP):RTIES - 0 {� N 88 °00'0 51M. m � i ur € a ara.esl� s , sere: see �� E �C'-14,)Ift.Z. }�;:��� � i� it E °b `�m��+�1' '�' � • 4M �• -. sil - 1 u C I-6 •f se ./Itl _ _ I w � _ . b � . 24'-6" TOTAL R.041 DEDICATION 10 SIDEWALK EASEMENT 20'-6" TRAVEL LANE + CURB 4' -0" LANDSCAPING STRIP AND CURB 15 REQUIRED BUILDING SETBACK 15/ LL IMRE mann 111111' simnel MIME g9E24l p 5 * • a . �� 1 9Vi�a i .v•P .:. �..'>� ffi 1� ®�.�R` .ir'�4Yi�lm .�� / *�/�' -�. asaal�7� sfi I . 4 • rt"'�Iwr - .�!��a - •�, 9 �i�11 . it -�.- _ ..r �...1 .�.�,•.. —. — ' ��' •, r', e',o. ° . r . " � °'r � ►r4 .'�i.� � 1�7� ��� � �.r •�i— �� �•�a - -- - - •'u�� -v � ^ -ao¢s , «,°`b ��� !� �' A 7 y �z � ... �1� 1 f� 1 1.. / r - ���- r._a= '.1:� +bel.oFy_3.R.�v i :��p� �i�aa 'S1e . e 4 e �.p .�C�d -WAY DEDICATION � , � " a p « . ° 7 ° s ° a �' �xes!>X�J �- Spx `- ,F.`.tL�•�.1%.(((�- „,���°• 5.;�.�.�a.^ - �� I: am�w i! %r — ii�ii N 88 ° 00'00 11 W 6 "R.o.W, DEDICATION M Eh • \LE_. \ ZOU LEVA 'y1�--•._ WIG BOULEVARD la r � p "' . ■ r , ::C>';'ais *»6,•a �r� p••r ,� I ,� ' 1 , I 18 _ Ij I� KM MEP I' t'�4. ..xe - _ v it _ e —111 �i!'74E]i111b!l _. ? ? • a r •.tea` - . - .... _ w a a v - a'a s a a p � � • , . r i : i s • � c � . + p � _' a a . . o r �. _. � ,r. —. [i :1• • `-- -� - --• - ;°""' � a e i � a ' ° i a 3 q o n i a v e � a ��. • � I KYI ��re'Y 1 P,111421j1 f/n /!I / /JI -. - 1f!` fY �iv- .`c` . 'nar po o�v ` ° `a a : v ' a ° a 5Y9 = °�ep,aea-0 t• ° ° o- , • a r .l ..� {� i�l � v[ti• w tcssx v . c. r rr�i��sc -i `J� a y :�s � a ts�r�l e a l:nar�em�3 �a�.e �rwa— :.., ,� _ pg•tar m�lxnami 101 WPQt9 +1KA� ; ; r P : a 4 � ' ° "e dam ;r ►' q�un�aa n.cr .e ��m� �...�.d�.. m .a�.1w�.luemma� 4 pa ...... ...... ���r Y ��� 3 + tJ► t ' �i + rrr�nrtl�e�rra�� r,reF sm '173 • 5 liillir 4 - " PING STRIP 4 CURB i 1 OAre AREA OF WORK WIG BOULEVARD 6'-O "PROPOSED SIDEWALK 4'-6" PROPOSED TREE - EXISTING PROPERTY LINE NEW PROPERTY LINE 0'-6" LANDSCAPING NEW PROPERTY Li §E ISTING PROPERTY LINE 24' -6 STA 63 +34.92 NOR D D O SIT E PLAN SCALE: I” = 40' RECEIVED CITY OF TUKWILA A SEP 18 2007 PE;4 {;vi ; CEN Ei-- LANDLORD WORK WIG PROPERTIES SOUTHCENTER SQUARE REVISIONS BUILDING 'S' SUITE 148 17100 SOUTHCENTER PARKWAY TUKWILA, WA REGISTRATION ' 630 FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 KIRKIAND, WA 98033 P:425.827.2100 F425.828.6899 DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: SITE PLAN ERT W. VI B STATE OF WASHWGT JZ 09/11/07 A07 -517 09/11/07 - 10:10am A07 -517_BLDG S A20_148.dwg SHEET A2.O Copyright 2007 Freiheit & Ho Architects, Inc„ P.S. DOOR N0. MARK 2 MARK A \ REMARKS: DOOR HARDWARE: A. I SETS I SET FLOOR/BASE SIZE/THK 3' -0"x1 3'- 0 -0" NARROW STYLE INSUL. SAFETY GLASS 0 STOREFRONT DOOR DOOR SCHEDULE A B. INTERIOR WOOD DOOR: I' PR. BUTT HINGES SURFACE MTD. CLOSER ADA COMPLIANT LEVER BORED LATCH SET (PRIVACY FUNCTION) SET SILENCERS ROOM SIGN OVIAD STOP KICK PLATE SEALED CONCRETE SHEET VINYL 6 VINYL BASE CARPET ALUM H.M. TOP, MIDDLE, BOTTOM PIVOT HINGES MORTISE LOCK W/ THUMB TURN 3 -POINT PUSH BAR I" 4 TUBE ( I @ SINGLE DOOR ) SURFACE MTD. CLOSER LCN # 4010N/DEL SERIES OR EQUAL WEATHERSTRIPPING $ SHEEP THRESHOLD A 1� ANOD PAINT TEMP CC s DOOR TYPES I. PROVIDE DECAL SIGN WITH I" BLACK LETTERS READING: THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS. LOCATE ON INSIDE OF TRANSOM. 2. PROVIDE AND INSTALL 6" SQUARE INTERNATIONAL SYMBOL OF ACCESS 5I6N ON WAIL ADJACENT TO DOOR STRIKE. 3. PROVIDE LEVER HANDLES. 20 'GAUGE 6" MTL. 5 16" D.G. 3" SOUND BATT INSUL. 5/8" TYPE 'X' 6JMB. ON BOTH SIDES EXTEND TO ROOF FRAMING TENANT SPACE EXISTING TILT -UP PANEL - SHELL CONSTRUCTION R -II BATT INSUL. W/ VAPOR BARRIER 5/8" TYPE 'X' GAB. 25 GAUGE 3 5/8" METAL STUD 4)16" O.G. EXTEND TO ROOF FRAMING I TENANT SPACE CC ALUM H.M. N F. ANOD PAINT DOOR HARDWARE 2 A/G I EACH DRIP GAP: HALER 5IOSA -3PT. I EACH DOOR SWEEP: HA TIOSA N - 3FT. ROOM FINISH SCHEDULE WALL/WSCT TAPED, SMOOTH 4 READY FOR PAINT TAPED, TEXTURED 4 PAINTED IN/ SEMI - GLOSS PAINT 48" HIGH PLASTIC LAMINATE WAINSCOT FIRE TAPED WALL TYPES DETAIL 2 3 4 12" H. X S0" W. 5/5 KICK PLATE ® INTERIOR WOOD DOOR I EACH WEATHER- STRIPPING: HAGER 5 V -84. B SG NI G. AT EXTERIOR DOORS ADD THE FOLLOWING: PP = FACTORY FINISH S4V = STAIN 4VARNISH S.G.= SEMI -GLOSS ANOD= FACTORY ANODIZED ALUMINUM REMARKS ANOD S.G. FWC CEILING 2x4 SUSP. A.G.T. 2x4 SUSP. A.G.T. WITH PLASTIC COATED TILES SEE SPEC. TAPED, SMOOTH 4 READY FOR PAINT OPEN ABOVE SEE FINISH SCHEDULE FOR ALL FINISHES 20 GAUGE 8" MTL. STUDS 16" O.G. SOUND BATT INSUL.- 5/8° TYP 'X' GJMB. ON BOTH SIDES EXTEND TO ROOF FRAMING TENANT SPACE 1 EXISTING TILT -UP PANEL - SHELL CONSTRUCTION R -II BATT INSUL. W/ VAPOR BARRIER 5/8" TYPE 'X' GAB. 7/8" HAT CHANNELS I6° D.G. HORIZONTAL 25 GAUGE 2 I /2" METAL STUD ®16" O.G. FRAMING PER SHELL PERMIT DRAWIN65 TENANT SPACE I EXTEND TO ROOF FRAMING ,ems <t .Z'` SCALE: I/Z'aI' - O' 1 WALL SECTION COLUMN DETAIL @ DEMISING WALL SCAM 3' *I'-O" DEMISING WALL NEOPRENE GASKET I /2" X I" X FULL STOREFRONT WALL HEIGHT ANOD. ALUM. CL05URE CHANNEL TO CEILING TO MATCH STOREFRONT ek OF WALL_ 4 P'tJL .ION VERTICAL STOREFRONT CLOSURE BLOCK BETWEEN MULLIONS ALUM. STOREFRONT (TYP.) SGM.E 1I/2'•I'-0' VARIES B.P. METAL DECKING 2-I/2" MTL. STUDS AT TOP AND BOTTOM FLANGE W/ GWS. PROVIDE SLIP TRACK TOP OP WALL - FILL W/ SOUND INSULATION NEW S" MTL STUD DEMISING WALL SOUND BATT INSULATION BY TENANT EXISTING SLAB 5/S" TYPE 'X' 6.WB. - FIRE TAPED, SANDED, TEXTURE - LESS, PAINT READY SOUND BAIT INSULATION BY TENANT DEMISING WALL @ MULLION 1 SCALE: 9z1' -0' EXISTING STROREFR.ONT SCALE: 5' WALE: &1'=I' -0" '2 VARIES B.O. METAL DECKING PROVIDE HORIZONTAL BRACING AS NEEDED FOR NEW DEMISING WALL PROVIDE SLIP TRACK ® TOP OF WALL - FILL PILL W/ SOUND INSULATION NEW 6" MTL STUD DEMISING WALL SOUND GATT INSULATION BY 'TENANT EXISTING SLAB WALL SECTION COLUMN DETAIL @ DEMISING WALL 5/5" TYPE 'X' G.IM.B. - FIRE TAPED, SANDED, TEXTURE -LESS, PAINT READY SOUND BATT INSOLATION BY TENANT 8" MTL. STUDS EXISTING CONCRETE TILT-UP PANEL I° v. / \ J\ ,r+. I ', DEMISING WALL @STOREFRONT 20 GAUGE 6" MTL. STUDS to 16" O.G. CAULK SOUND BATT INSUL. BY TENT 5/8" TYPE 'X' G.WB. ON BOTH SIDES WALE: S'•I' •O' l Jd WIG PROPERTIES ( 1,041 sf ) 148 ICI EXTEND WALLS TO 6" ABOVE FINISHED GLG. AND BRACE 200 AMP ELEC. PANEL r- I4'-D 1/4" fi INT. DOOR JAMB @ MTL. STUDS 6` 11 A P A S I UNI SRRIQM \ ■ \ >1 // / 3 148A 7 T 3'-6° 7' -S" 1 - j MOLD INSTA -HOT MTL. SINK 08 ASA RECEIVED CITY OF TUKWILA SEP 18 2007 LANDLORD WORK WIG PROPERTIES SOUTHCENTER SQUARE REVISIONS BUILDING 'S' SUITE 148 17100 SOUTHCENTER PARKWAY TUKWILA, WA REGISTRATION FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 KIRKLAND, WA 98033 P :425.827.2100 F:425.828.6899 DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: JZ/ LH 09/11/07 A07 -517 09/12/07 - 11:16am A07- 517_BLDG S_A30_148.dwg FLOOR PLAN, WALL SECTION, DETAILS, SCHEDULES SHEET A3.0 somsammiiimmiszintam Copyright 2007 Freiheit & Ho Architects, Inc., P.S. M.E.P. SCHEMATIC SCOPE OF WORK MECHANICAL / HVAC SIZE; OF H.V.A.G. UNIT(5): (I) ONE TON COOLING PER 250 SF OF SPACE. LANDLORD WILL COORDINATE; THEIR HVAC UNIT SPECIFICATIONS W THAT THESE UNITS CAN REASONABLY ACCOMMODATE THE TENANT DESIGN CRITERIA, OR ALTERNATELY, SO THAT TENANT CAN ADJUST THEIR DESIGN FOR THE" UNITS BEING PROVIDED ( SUBJECT TO THE ABOVE LISTED CRITERIA). THE LANDLORD 15 RESPONSIBLE FOR ALL CO5T5 ASSOCIATED WITH REPAIRING OR REPLACING A DAMAGED COMPRESSOR AND FAN MOTOR WITHIN THE FIRST SIX MONTHS OF TENANT'S STORE OPENING. ALL HVAC UNITS SHALL HAVE AN ECONOMIZER OPTION INSTALLED. LANDLORD IS RESPONSIBLE FOR INITIAL HVAC UNIT START -UP OF ALL EQUIPMENT PROVIDED BY LANDLORD. NO OTHER TENANT'S MECHANICAL SHALL RUN THROUGH TENANTS SPACE WITH THE EXCEPTION OF THE MAIN FEED TO ADJACENT TENANTS IN THE CASE OF DISTRIBUTED SYSTEMS. GAS IF APPLICABLE, INSTALL GAS METER AND SERVICE TO WATER HEATER, ROOF TOP UNITS, FURNACES OR AIR HANDLING UNITS. STUB APPROPRIATELY SIZED GAS LINE TO ROOF, AT EQUIPMENT AREA ABOVE" TENANTS SUITE. SUPPLIED GA5 LINE SHALL BE PRESSURE TESTED AND CAPABLE OF MEETING MINIMUM LEAK/LOSS REQUIREMENT. PLUMBING ALL PLUMBING SYSTEM FOR THE RESTROOM(5) TO BE INSTALLED IN ACCORDANCE WITH NATIONAL, STATE AND LOCAL PLUMBING GODES. IF PROVIDED BY LANDLORD, HOT WATER DELIVERY SHALL COMPLY WITH ADA AND MEET TIME REQUIREMENTS FOR DELIVERY TO FAUCET. MIN. I" WATER LINE SHALL BE 5TU8BED INTO THE OVERHEAD AT REAR OF TENANTS SPADE TERMINATED WITH A BALL VALVE. LANDLORD SHALL PROVIDE 5'X5' BLOCK OUT IN THE SLAB NEAR THE REAR OF NEW SPACE IN WHICH TO ACCESS LANDLORD PROVIDED 4° WASTE LINE (WHEN N0 RESTROOM5 ARE PROVIDED). NO OTHER TENANT'S PLUMBING SHALL RUN THROUGH TENANTS SPACE WITH THE EXCEPTION OF AN UNINTERRUPTED MAIN BRANCH LINE: TO FEED ADJACENT TENANTS. ELECTRICAL MINIMUM SERVICE REQUIRED ONE DEDICATED 200 -AMP PANEL MIN 120/205V (3 PHASE). 200 AMP SERVICE PROVIDE 42 CIRCUIT ELECTRICAL PANEL WITH MAIN DISCONNECT BREAKERS AND BOLT ON BREAKERS COMMERCIAL GRADE MOUNTED ON REAR WALL OF TENANT SPACE. PREFERRED ONE 200 -AMP 120/208 PANEL. ONLY TENANTS ELECTRICAL SYSTEM WILL BE FED FROM THEIR ELECTRICAL PANEL. NO OTHER TENANT'S ELECTRICAL SHALL RUN THROUGH TENANTS SPACE WITH THE EXCEPTION OF THE MAIN FEED ( IN CONDUIT) TO ADJACENT TENANTS. PROVIDE 2'X4' LAY IN DEEP PARABOLIC LIGHT FIXTURES (I) PER 10 SQUARE FEET. ONE (I) MOUNTED BATTERY BACK UP EMERGENCY RGGENCY EXIT SIGN AT EACH POINT OF EGRESS. WALL OR CEILING MOUNTED RESTROOM LIGHTING. POWER TO RESTROOM EXHAUST FAN. ONE (I) WALL MOUNT CONVENIENCE 6.N. OUTLET AT RESTROOM SINK. ONE (I) CONVENIENCE OUTLET FOR EACH S L.F. OF SALES AREA WALL. PHONE MINIMUM 25 PAIR CAPACITY AVAILABLE TO TENANT AT THE BUILDING MPOE ( MINIMUM POINT OF EN TRY) DEDICATED FOR TENANTS SOLE AND EXCLUSIVE USE. PROVIDE ONE 2 DIAMETER CONDUIT WITH PULL STRING FROM BUILDING MPOE STUBBED TO THE OVERHEAD OF TENANTS SUITE. (CONDUIT MUST BE GROUNDED). FIRE SPRINKLER LANDLORD SHALL PROVIDE A FIRE - SPRINKLER SYSTEM THROUGHOUT THE PREMISES ON AN OPEN FLOOR BASIS, WITH HEADS TURNED UP IN SPACES WITHOUT CEILINGS AND FULLY DISTRIBUTED SEMI RECESSED HEADS IN SPACES WHERE A CEILING HA5 BEEN INSTALLED. SPRINKLER TO BE DISTRIBUTED PER NATIONAL AND LOCAL CODES. A FIRE SPRINKLER PROTECTION SYSTEM INCLUDING FULLY DISTRIBUTED SEMI RECESSED CHROME: HEADS. SPRINKLERS TO BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ALL NATIONAL AND LOCAL FIRE PROTECTION CODES. MONITORING AND ALARMS SHALL BE BY LANDLORD. FIRE ALARM LANDLORD SHALL PROVIDE A MASTER FIRE LIFE: SAFETY SYSTEM TO MEET MINIMUM CODE REQUIREMENTS FOR STANDARD UNOCCUPIED SHELL BUILDING. A SMOKE/FIRE MONITORING SYSTEM, IF PRESENT, MUST BE INSTALLED IN ACCORDANCE WITH THE LOCAL FIRE PROTECTION COPE AND MEET ADA REQUIREMENT. MONITORING AND ALARMS SHALL BE SY LANDLORD. 120V DUPLEX OUTLET MTL. CIRCUIT T01 PANEL 200 AMP ELEC. PANEL TENANT TO CONNECT TO EXISTING 4" SANITARY GREASE LINE ELECTRICAL SERVICE: CONDUIT TENANT TO CONNECT TO EXISTING PHONE LINE 2° GOLD WATER LINE AT UNDERSIDE OF ROOF - STUB DOWN W/ SHUT -OFF VALVE 4 SUB METER FOR TENANTS CONNECTION - SEE TI PLAN M.E.P. PLAN SGM.E V4' =I'-O" T MTL. RECEIVED erre o TUKWILA SEP 18 2007 LANDLORD WORK WIG PROPERTIES SOUTHCENTER SQUARE 17100 SOUTHCENTER PARKWAY TUKWILA, WA REVISIONS BUILDING 'S' SUITE 148 08/08/2007 RESUBMIT TO CITY TENANT /LL CHANGES REGISTRATION REGIST -ED I, ° CT ERT . ER STATE OF WASHI 6395 FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 KRRAND, WA 98033 P:425.827.2100 F:425.828.6899 DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: M.E.P.PLAN t; - R. ON Jz /LH 09/11/07 A07 -517 09/13/07 - 2:55pm A07- 517_BLDG S_A31_148.dwg muffiumgm SHEET A3.1 Copyright 2007 Freiheit & Ho Architects, Inc., P.S. GENERAL NOTE C.I.S.C.A. DESIGN PARAMETERS INSTALLATION REQUIREMENTS LEGEND SUSPENDED CEILINGS ARE TO COMPLY WITH THE FOLLOWING CODE AND REGULATIONS: A.. • MINIMUM 2" WALL MOULDING • GRID MUST $E ATTACHED TO TWO ADJACENT WALLS OPPOSITE WALLS MUST HAVE A 3/4" CLEARANCE. • ENDS OF MAIN BEAMS AND GRO55 TEES MUST $E TIED TOcpETHER TO PREVENT THEIR SPREADING. • PERIMETER SUPPORT WIRY. • HEAVY DUTY GRID SYSTEM • CEILING AREAS OVER Ipoo S.F. MUST HAVE HORIZONTAL RESTRAINT WIRE OR RIGID BRACING. • CEILING 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. • CHANGES IN CEILING PLANE MUST HAVE POSITIVE BRACING. • GABLE TRAYS AND ELECTRICAL CONDUITS MUST BE INDEPENDENTLY SUPPORTED AND $RAGED. • SUSPENDED CEILINGS WILL BE SUBJECT TO SPECIAL INSPECTION. SUSPENDED ACOUSTICAL CEILING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF ASTM C 635 $ ASTM G 636. A. ONLY A HEAVY -DUTY T-BAR GRID SYSTEM SHALL BE USED. (ASGE -1 SEGTION 4.62.622 ITEM A) B. THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE (WALL ANGLE) SHALL 5E NOT LESS THAN 2 ". IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF THE CEILING GRID SHALL BE ATTAGHI P TO THE CLOSURE ANGLE. THE OTHER END IN EACH HORIZONTAL. DIRECTION SHALL HAVE A 3/4" CLEARANCE FROM THE WALL AND SHALL REST UPON AND 13E FREE TO SLIDE ON A CLOSURE ANGLE. (ASCE -7 SECTION 4.62.62.2 ITEM B) G. FOR CEILING AREAS EXCEEDING 1,000 5.F., HORIZONTAL !RESTRAINT OF THE 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 TM STRUCTURAL SYSTEM ABV. SHALL EE ADEQUATE TO LIMIT RELATIVE LATERAL DEFLECTIONS AT POINT OF ATTACHMENT OF CEILING GRID TO LESS THAN I/4° FOR LOADS PRESCRIBED IN A5GE -1 SECTION 4.6.13. D. FOR CEILING AREAS EXCEEDING 2,500 S.F., A SEISMIC SEPERATION JOINT OR FULL HEIGHT PARTITION THAT BREAKS THE CEILING UP INTO AREAS NOT EXGEEEDING 2300 S.F.SHALL 15E PROVIDED UNLESS STRUCTURAL ANALYSES ARE PERFORMED OF THE CEILING BRACING SYSTEM FOR THE PROSCRIBED SEISMIC FORGES WHICH DEMONSTRATE CEILING SYSTEM PENETRATIONS AND CLOSURE maze 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. 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 IN IN ALL HORIZONTAL DIRECTIONS. ALTERNATIVELY, A SWING JOINT THAT CAN ACCOMMODATE IN OF CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS 15 PERMITTED TO BE PROVIDED AT THE TOP OF THE SPRINKLER HEAD EXTENSION. F. CHANGES IN CEILING PLAN ELEVATION SHALL EE PROVIDED WITH POSITIVE ERAGING. b. GABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE SUPPORTED INDEPENDENTLY OF THE CEILING. H. SUSPENDED CEILINGS SHALL BE SUBJECT TO THE SPECIAL INSPECTIONS REQUIREMENTS OF SECTION A. OF 433. OF THE ASCE -7 REGULATIONS. AS AN ALTERNATIVE TO PROVIDING LARGE CLEARANCES AROUND SPRINKLER SYSTEM PENETRATIONS THROUGH CEILING SYSTEMS, THE SPRINKLER SYSTEM AND CEILING GRID ARE PERMITTED TO BE DESIGNED AND TIED TOGETHER AS AN INTEGRAL UNIT. SUCH A DESIGN SHALL CONSIDER THE MASS AND FLEXASILITY OF ALL ELEMENTS INVOLVED, INCLUDING: CEILING SYSTEMS, SPRINKLER SYSTEM, LIGHT FIXTURES AND MECHANICAL (HVAC) APPUTENANCES. THE DESIGN SHALL BE PERFORMED BY A REGISTERED DESIGN PRIONAL. NOTE: SEE ELECTRICAL DRAWINGS FOR LIGHTING DESIGN, FIRE DETECTION SYSTEMS AND EXIT LIGHTING. 5 /8° TYP'X' GJN.B. CEILING AT INDICATED HEIGHT. I QED ACOUSTICAL G):ILII AT HEIGHT INDICATED I 1 A. 2006 INTERNATIONAL BUILDING COPE (IBC) SECTIONS 503.9 B. - T r - , . -'t-� • ' - [,- r r - �- A• SOCIETY FOR TESTING AND MATERIALS) G. CISCA RECOMMENDATIONS FOR SEISMIC ZONES 3 -4. (REFERENCED IN ASGE -7 SECTION cI..6.2b.22. ITEM A)- (GISGA 15 AN ACRONYM FOR CEILINGS 4 INTERIOR SYSTEMS CONSTRUCTION) D. AS STATED IN IBC 102.1: MERE, 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. >< 2'X4' LAY -IN LIGHT FIXTURE W/ OPEN LENSE 2'X4' LAY -IN NIGHT LIGHT FIXTURES IV OPEN LIAISE WALL-141L. 24" W. FLUOR. STRIP LIGHT O r EXIT SIGN E.M. EMERGENCE LIGHT: 40 MIN. BACK -UP LIGHTING TYP. - CEILING ELEVATION / RESTROOM EXHAUST FAN © FLASH )I„_ CHROME FIRE- SPRINKLER HEAD TYP. DUPLEX LIGHT SWITCH U.N.O. SUSPENDED CEILING DETAILS �_ _._ ._ . -._. _..- __..._._..__..�. -__ _____.___.______..�._r_._..�_ 1 I i 1 j ' ' ' 0 1 ! STABILIZER BAR, OR _...„,.4 ANGLE MOULDING OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING APART i 7 n I I I I LINE OF A STEEL CANOPY, SEE ELEVATION I f i lr II i i II j l MAIN BEAM/ CROSS TEES A E.M.L. s ma i lll MIN. 34 AT $/7 TT TT UN-•A ACHED WALLS, TYP. - Ae, `� - 1 • 4 2 " 1TM , STABILIZER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS - ( 4 FROM SPREADING APART P - - 1 1 1 1 1 1 I WIRE MAIN BEAM / CROSS TEES -----> EX IT IC, 7 ASCE -7 SECTION 9.6.2.6.2.2. ITEM B. SECTION A 0 SUSPENSION SYSTEM DETAILS: GRID 0 UNATTACHED WALL Y f . F rwU STEEL STUD HANGER WIRE ell 8 ° M COMPRESSION POST #WIREANGER 45' MAX. �. 45' MAX. 4" MI MAIN BEAM I CROSS TEE 1 " f o =o c o00oc o © h 1 EXPANSION ■ '‘ 45' MAX. ■N„,. ` 45' MAX. JOINT BY OTHERS ONLY ''� POP THIS SIDE • , - € - .. -t E E il"'' I , , 1_01.1 ID ' CROSS TEE ,.;rr r �� MAIN BEAM , •: �' ��' �` • r SUSPENSION SYSTEM DETAILS: ALT. COMPRESSION POST COMPRESSION POST ASCE -7 SECTION 9.6.2.6.2.2. ITEM B. -RIVET 6" FACIA MOLDING [ 4'' CHANNEL MOLDING 11 d © S © ''' 'y � o .q II COMPRESSION 3/4" MINIMUM © N POST / � ' o.}. S .F WIRE ` 4 • ASCE -7 SECTION 9.6.2.6.2.2. ITEM B. i . Q SUSPENSION SYSTEM DETAILS: GRID @ ATTACHED WALL ° / 6" 4 / SUSPENSION SYSTEM DETAILS: COMPRESSION POST r L L1 u ° _ - - II- _ n - ° - - p Q " 2" AXIOM 3/4 MINIMUM. PROFILED TRIM SUSPENSION SYSTEM DETAILS: EXPANSION JOINTS SUSPENDED CEILING DETAILS Am sou= NOT TO SCALE // r ^ \ ` \ - + IQ'-O" Q AFF I \ C \ \/ \ \ r U� \\ 1 // // - 1><, CO a REFLECTED CEILING PLAN OCT -3 2007 CENTE � ,,EFINIIT A32 SCALE > 1/4"21 " N LANDLORD WORK WIG PROPERTIES SOUTHCENTER SQUARE REVISIONS DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: BUILDING'S' SUITE 148 17250 SOUTHCENTER PARKWAY TUKWILA, WA PERMIT RESPONSE : 10.1.07 A REGISTRATION FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 KIRKLAND, WA 98033 P:425.827.2100 F:425.828.6899 JZ/ LH 09/11/07 A07 -517 10/01/07 - 10:37am A07- 517_BLDG S_A32_148.dwg R.C.P. PLAN SHEET A3.2 gitunstsgszi Copyright 2007 Freiheit & Ho Architects, Inc., P.S. 'I!i •1 , %Y■tl •MWi noirmalEreali EMMEN 2 X 4 A.G.T. GRAB BARS LA TER CLOSET RECEPTACLE LAVATORY /W NT P IPE WRAP 36g MIRROR F • LIGHT METAL DECK PER STRUCTURAL GALVANIZED ON TOP SURFACE FACTORY PRIMED ON UNDERSIDE SLOPE TO GUTTER, CAULK 4 SEAL ALL JOINTS L _ .•T•747�'1`Z +-1 :AM .: Z tZ iT�i�i�itI���� ► arms : o : ` : iii ► i �i� i�������� ��i ►rte Y r� i r , 1 V : 4. : 0 , i h ... I I ! ... I I I '..... i I . __ I [ I • 1 4 , ...' . * * 1 S 1 _ 1 1 F _ ,.. i 's i...,.1 1 ; . I ' . ! � ' : � I w _ I j _ i i I . ' -, i w I � ; � i i ....,. i � j,.� .� . � . i I I _ i 4" DIA MIN. PERFORATED FOOTING '. '' i ': 7 . ^ . s, , , — , s t I ; .,._° _,� _ v — l._ DRAIN FREE DRAINING FILL PER G I w . .. e 1 ....."..1 i -� § ......e...... i . .,�._._. L.11.7-----Li. / F OTEG�. REPORT r ' 1,______.1 I n — I , ; -; ` - _ s µ' �....i _ � � � _; ' �.._..." -� t �_ Vii1=-1 ji= °I =— -- -I1 '`: a s � p ? I �.-. ` 9 v r { i t E_s�_—; I G.P.R.G. CORNICE, TYP. METAL COPING, TYP. TILT -UP CONCRETE PANEL PREFERRED SIGN AREA FOR SIGN PLACEMENT BY TENANT STOREFRONT GLAZING, TYP. STOREFRONT SYSTEM, TYP. CANOPY ROOD + PLATE, TYP. STEEL CANOPY, TYP. EXTERIOR LIGHT FIXTURE, TYP. BRICK VENEER, TYP. BRICK VENEER — ACCENT, TYP. EXISTING NORTH ELEVATION OCT -3 2007 rERM!T r'ENTE LANDLORD WORK WIG PROPERTIES SOUTHCENTER SQUARE REVISIONS BUILDING 'S' SUITE 148 17250 SOUTHCENTER PARKWAY TUKWILA, WA PERMIT RESPONSE : 10.1.07 REGISTRATION FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 KIRKLAND, WA 98033 P:425.827.2100 F:425.828.6899 DRAWN BY: LCH DATE: 09/11/07 PROJECT NO.: A07 -517 PRINT DATE: 10/01/07 - 9:17am DRAWING NAME: A07- 517_BLDG S_A40_148.dwc EXTERIOR ELEVATION & WALL SECTION gmmalsmi SHEET A4.0 Copyright 2007 Freiheit & Ho Architects, Inc., P.S. 1 ...1. 1 .1