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Permit D08-125 - WESTFIELD SOUTHCENTER MALL - H & M - TENANT IMPROVEMENT
H&M 867 SOUTHCENTER MALL D08 -125 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 CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2006 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D08 -125 Occupant /Tenant: H & M Building Address: 867 SOUTHCENTER MALL, SUITE NO. Parcel No.: 6364200010 Property Owner: WESTFIELD PROPERTY TAX DEPT PO BOX 130940 , CARLSBAD CA 92013 Use: RETAIL Occupancy Group /Division: M Type of Construction: II -B Automatic Sprinkler System: Provided: Y Required: Y Design Occupant Load: 753 BUILDIN OFFICIAL 0.e( Ze15 DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Parcel No.: 6364200010 Address: 867 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: H & M Address: 867 SOUTHCENTER MALL , TUKWILA WA Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Phone: Contractor: Name: BAYLEY CONSTRUCTION A GEN. PTNSHP Address: PO BOX 9004 , MERCER ISLAND, WA 98040 -9004 Phone: 206- 621 -8884 Contractor License No: BAYLECG034JC doc: IBC -10/06 Cityllif 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 DEVELOPMENT PERMIT Contact Person: Name: MARCIA PEDDICORD Address: 633 SOUTHCENTER MALL TRAILER #3 , TUKWILA WA 98188 Phone: 206 - 802 -6071 Permit Number: D08 -125 Issue Date: 04/11/2008 Permit Expires On: 10/08/2008 Value of Construction: 2,319,538.00 Fees Collected: $20,874.00 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: II -B Occupancy per IBC: 0019 Expiration Date: 12/31/2009 DESCRIPTION OF WORK: TENANT IMPROVEMENT OF NEW MALL SPACE TO INCLUDE: 24512 SQ FT 2 LEVEL RETAIL SPACE * *continued on next page ** D08 -125 Printed: 04 -11 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: The granting of this permit does not presume t construction or the performan - of work. Signature: Print Name: doc: IBC -10/06 City 60Tukwila • 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 (,),,Q11: 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. I Permit Number: D08 -125 Issue Date: 04/11/2008 Permit Expires On: 10/08/2008 Date: I -00 authority to violate or cancel the provisions of any other state or local laws regulating rized to sign and obtain this development permit. Date: J �/ !l /�( 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. D08 -125 Printed: 04 -11 -2008 Parcel No.: 6364200010 Address: 867 SOUTHCENTER MALL TUKW Suite No: Tenant: H & M 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 Permit Number: D08 - 125 Status: ISSUED Applied Date: 03/10/2008 Issue Date: 04/11/2008 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: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 12: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 13: ** *FIRE DEPARTMENT CONDITIONS * ** 14: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 15: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is doc: Cond -10/06 D08 -125 Printed: 04 -11 -2008 • 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 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) 16: 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 mm) 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 mm). (IFC 906.7 and IFC 906.9) 17: 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) 18: 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) 19: 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) 20: 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) 21: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 22: 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) 23: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 24: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 25: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 26: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) doc: Cond-10/06 D08 -125 Printed: 04 -11 -2008 • 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 27: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot - candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 28: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 29: 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) 30: 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) 31: 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 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) 32: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 33: Local U.L. central station supervision is required. (City Ordinance #2051) 34: 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) 35: 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) 36: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 37: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 38: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 39: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 40: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 41: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 42: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of doc: Cond -10/06 D08 -125 Printed: 04 -11 -2008 such condition or violation. doc: Cond -10/06 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 43: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * * continued on next page ** D08 -125 Printed: 04 -11 -2008 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 • City of Tukwila I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and 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 construction or the performance of work. Signature: doc: Cond -10/06 D08 -125 Date: 1X/ ordinances governing or local laws regulating Printed: 04 -11 -2008 Site Address: 869 . u # R C E l V R - M A L L . , r ida Tenant Name: /4/1 Property Owners Name: -s MALL. Mailing Address: 2 OiO .500,hi � .IL /lac Name: 1'AeC/4 PEW)/ CORD /ANA &M2 Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Company Name: Damns f iii)1 , �OBI//i/tct Mailing Address: 2 i0 , /YAQ/M /A/26 to e Ana 10,e2 Contact Person: E -Mail Address: aim L M464Lrc4 • Con'' Company Name: Ti/oQson .0Ofe4 € ,bsSO ,'ESi /dIG• Contact Person: E -Mail Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci. tukwila. wa. us ARG4 7ck eo s /onl a /O I Z a s i ci n e> 4 o r so n 6a t e r• CC hi Q: Applications \Forms - Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Building Permit o t 7!- . � �-S _ __ Mechanical Permit No. QS lb Plumbing/Gas: Permit No (moo j 0 Public Works Permit o. Project No. . 00' - 0649 (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION King Co Assessor's Tax No.: 6.361 a0 - 00/0 Suite Number: /l130 Floor: / { 2. New Tenant: Yes El ..No Xafizis City wA State 5 Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Day Telephone: a% — flea - 1cC 9 / /3/0 8N-3 Mailing Address: CM Swohicenve4.. /'O mEI2. It 3 14t/E WA 98/6'8 City State Zip E -Mail Address: 1194911lanrei a West Ma •co^n / (ma d?mbhcpch. GM Fax Number: —2 4 -70 / S/0 - 86 5' /4 // GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) State Zip City Day Telephone: Fax Number: Expiration Date: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record A60ne4.4 CAI 9y so / State Zip City Day Telephone: S/d — 13 /i- 3 Fax Number: S/0 — 86 S - /6 /I ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Mailing Address: 3 (E.37f ftte€fs1)04 -O QOQO £4/A^ELI City Day Telephone: .330 - 6 5 9 -9930 Fax Number: State Zip .330 - 439 - 6 Page 1 of 6 I Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I.` Floor S 9 9 y YE s a/A S, 999 1T- a /`i 2° Floor /8i S/$ ye s AI /A 4I 518 Z-[3 1 ! 3i Floor i Floors thru Basement Accessory Structure* Attached Garage Detached Garage A ttached Carport Detached Carport Covered Deck Uncovered Deck I BUILDING PERMIT INFORM•ON - 206 -431 -3670 • Valuation of Project (contractor's bid price): $ 2 , 319 538 • 00 Existing Building Valuation: $ Scope of Work (please provide detailed information): Ndvt /Hfeor EOF —Alt / 2 EC Mx. S aacE (626 By I UAacet 63co6o70 a Etevoyae av YeAdam t '5 - a. a wes& S ,o,¢oyL �e�, Will there be new rack storage? Yes ❑.. No If yes, a separate permit and plan submittal will be required. 1X6, c v/ti &O. IN p,¢oeE.,ssin 9 ALGA . Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers X Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11" paper including quantities and Material Saf ty Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:Wpplications \Forms - Applications On LineU -2006 - Permit Applicationdoc Revised: 9 -2006 bh Page 2 of 6 PUBLIC WORKS PERMIT IN RMATION - 206 -433 -0179 Scope of Work (please provide detailed information): 7A0/4/ t MAP-006176N# Water District ❑ ...Tukwila ❑...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut ❑ ...Total Fill Please refer to Public Works Bulletin #1 for fees and estimate sheet. cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection ,, Irrigation " Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public _ ❑ ...Water Main Extension Public FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip Q:\Applications \Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Call before you Dig: 1- 800 - 424 -5555 ❑ .. Highline ❑... Val Vue ❑ .. Renton ❑...Sewer Availability Provided ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Renton ❑ .. Seattle ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance WO # WO # WO # ❑ ... Deduct Water Meter Size Private Private ❑...Traffic Impact Analysis ❑ ... Hold Harmless — (SAO) ❑...Hold Harmless — (ROW) Page 3 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment VAV 13O)CES /2 Air Handling Unit <10,000 CFM Incinerator — Comm /Ind MECHANICAL PERMIT INFCYRMATION - 206 - 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ X2$)000 •°° Scope of Work (please provide detailed information): 7IVcA /N3 40c[.40 had Of VAV DOXE$ bNO fErlioAl/COL . I#O /(._ Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New ....' Replacement .... ❑ Fuel Type: Electric El Gas ....El Other: Indicate type of mechanical work being installed and the quantity below: Q:\Applications \Fortes- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 4 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Drinking fountain or water cooler (per head) n • Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain 2 Sinks L Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory 2 Water Closet 2 Building sewer or trailer .ark sewer Rain water system — per drain inside buildin •) Water heater and/or vent MON?�yIOM• L i 7 Additional medical gas inlets /outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment I Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets /outlets for specific gas PLUMBING AND GAS PIPIN(*RMIT INFORMATION - 206 -431- PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ Sri Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): 7END#►f /9AgoV6fEN4 (a) 7fO t foont s ll � lot� avi). i Agin lbMs 5/443 Building Use (per Int'l Building Code): M6Qc4Niite Occupancy (per Int'l Building Code): Utility Purveyor: Water: EYSSh'MG /, CGv 1 MN 746141.01v /- spore Sewer: 6:111141..4 Sweet Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q:\Applications \Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh 9 Um. ill Page 5 of 6 Signature: PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER 0 AUTHORIZED AGENT: Print Name: 4#,c' s • ezie2 Mailing Address: 2990 /141awE2 50'4O tor Date Application Accepted: Q:Wpplications \Forms- Applications On Line13 -2006 - Permit Application.doc Revised: 9 -2006 bh Date: 03 / 0 74 0 8 Day Telephone: SAO ` $/1. 3988 440/Y60.4 City CA Staff Initials: *S10/ Zip Date Application Expires: ct Page 6 of 6 Receipt No.: R08 - 01468 Payee: MICHAEL BONDOL ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http://www.ci.tukwila.wa.us Payment Cash 60.00 TRANSACTION LIST: Type Method Descriptio Amount RECEIPT Parcel No.: 6364200010 Permit Number: D08 -125 Address: 867 SOUTHCENTER MALL TUKW Status: ISSUED Suite No: Applied Date: 03/10/2008 Applicant: H & M Issue Date: 04/11/2008 Initials: BLH Payment Date: 05/02/2008 01:04 PM User ID: ADMIN Balance: $0.00 Account Code Current Pmts 000/345.830 60.00 Total: $60.00 Payment Amount: $60.00 1927 05/02 9710 TOTAL 60.00 doc: Receipt -06 Printed: 05 -02 -2008 Parcel No.: 6364200010 Permit Number: D08 -125 Address: 867 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 03/10/2008 Applicant: H & M Issue Date: Receipt No.: R08 - 01139 Initials: WER User ID: 1655 Payee: BAYLEY CONSTRUCTION TRANSACTION LIST: Type Method Descriptio Amount Payment Check 662411 12,791.50 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 Account Code Current Pmts 000/322.100 000/345.830 000/386.904 RECEIPT 12,427.00 360.00 4.50 Total: $12, 791.50 Payment Amount: $12,791.50 Payment Date: 04/11/2008 08:51 AM Balance: $0.00 1 1 . B0 i T7 TDT..4L doc: Receipt -06 Printed: 04 -11 -2008 Parcel No.: 6364200010 Permit Number: D08 -125 Address: 867 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 03/10/2008 Applicant: H & M Issue Date: Receipt No.: R08 -00682 Initials: WER User ID: 1655 Payee: MBH ARCHITECTS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 55492 3.00 ACCOUNT ITEM LIST: Description BUILDING - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http://www.atulcwila.wa.us RECEIPT Account Code Current Pmts 000/322.100 3.00 Total: $3.00 Payment Amount: $3.00 Payment Date: 03/10/2008 12:36 PM Balance: $12,431.50 9686 03/10 9710 TOTAL 9351.38 0 doc: Receipt -06 Printed: 03 -10 -2008 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http.• / /www.ci.tukwila.wa.us Parcel No.: 6364200010 Permit Number: D08 -125 Address: 867 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 03/10/2008 Applicant: H & M Issue Date: Receipt No.: R08 - 00676 Initials: WER User ID: 1655 Payee: MBH ARCHITECTS • City of Tukwila TRANSACTION LIST: Type Method Descriptio Amount Payment Check 55492 8,079.50 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES RECEIPT Account Code Current Pmts 000/345.830 8,079.50 Total: $8,079.50 Payment Amount: $8,079.50 Payment Date: 03/10/2008 12:30 PM Balance: $12,434.50 9686 03/10 0 710 TOTAL 9351.38 doe: Receiot -06 Printed: 03 -10 -2008 Project: i ! Type Type of Ir i r J . 4 : Address, � ()7 OA it Called: Special Instructions: Date Wanted: -7 Wanted: / de a.m. p.m. Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION • g 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 3E70 1R Approved per applicable codes. El Corrections required prior to approval. COMMENTS: perg OelerwAtev y ,V/a42 l • Inspe Ills (Date: 0.00 REINSPECTION FEREQUI RED. Prior to inspection, fee must be id at 6300 Southcenter B,I d., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: INSPECTION RECORD Retain a copy with permit PERMIT NO. Project: , , • Type of Inspection: 42 I Address: G gv Date Called: Special Instructions: Date Wanted: 7f 1 1 tic? a.m. p.m. Requester: Phone No: co 396 _$JOq INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Pry' -'Z-5 PERMIT NO. E4 Approved per applicable codes. El Corrections required prior to approval. $60.00 REINSPE RED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (206)431 -3670 COMMENTS: Inspector LIRA CTION FEE RE UI I Date 7 //7 / Receipt No.: 'Date: Project: Type of Iection: /Vf / Address: 7 177191/ Date Called: Sp Instructions: Date Wanted: 4 7-- /.J-` a. .. p.m. Requester: Phone No: .2,c)6.e,—g 3d Retain a copy with permit INSPECTION RECORD L z1/2 S INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION P 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: p/4 D/L 7°D S 'r Inspector: e $60.0 EINSPECTION FEE Date: 7,/, REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: H isa titi Type of Inspection: . Si is Pc t.IDE b Addret8 407 r) 11 Date Called: Special Instructions: Date Wanted: 7 — 1 0 — a.m p.m. Requester: Phonea ^3 '„ . / INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: 7/0/4.??2,. $60.0q' 1SPECTION FEE REQUIRED. Prior to inspection, fee must be paid at .300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: COMMENTS: WA Type of Inspection: / PA6 ‘P1oor 54areCrr1- - 50-C4A-5 2"/ - 1� I,x r hack cornielor e' /^ LI 2. GUI/e (3) 3. J'{- P )o r <I-mar-owl- 50 C7Pok —�� . , . �. Requester: Phone No r Project:, / 0 , 1 Type of Inspection: / Add 7 m 4(t Date Called: Special Instructions: Date Wni_e d: 4 COG —�� . , . �. Requester: Phone No � ' INSPECTION RECORD Z Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 111 Approved per applicable codes. Corrections required prior to approval. Inspector: El $60 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: ifteo s1 e14x xrrm:+.a...0...bp 4 .40 +FA: 'sr• 'Date: he6 Date: c / 4 COMMENTS: / // F.e i . - 6 M o t e - - - -I am.5 «.iyu 1ie. e ,7J " 4,014 [ i e,i ' 6.÷ oat J eC r - fo e ,env- de, carted Loa& dl-' cUP'ridar44 4- 5H t _ 4,2G.' P.m. Requester: Project: # g /1 Type of Inspection: F2f)/771 !(/61=‘' Date Called: Addr s: 967 OVA // Special Instructions: / Date Wanted:' �.r / 4,2G.' P.m. Requester: Phone No: 27 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION .- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. Approved per applicable codes. El Corrections required prior to approval. Inspector: Receipt No.: INSPECTION RECORD ' Retain a copy with permit Date: /' Date: l� ❑ $60. cri'REINSPECTl0N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: H Type of Inspection 4A Address: Abg Date Called: Special Instructions: Date Wanted: /- / / �� D � 0 CALL m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. COMMENTS: I Inspector: Po V- /2? PERMIT NO. 'r s 7' 7' )r• � nit f6G4 4 A ere la Date:,./ dr CITY OF TUKWILA BUILDING DIVISION F. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 EJ Approved per applicable codes. El Corrections required prior to approval. 311 ❑ $60.60 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: er l Type of Inspection: ) 4 - 7 q ,,t /,/G Ad es : A MP( Date Called: Special Instructions: Date Wanted: —, 7— Q e)(42 , �� ° "l p.m. Requester: Phone No: e/M1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ID Approved per applicable codes. Inspector: $60.0/ EINSPECTIF FEE REQUIRED. Prior to inspection, fee must be paid 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: PERMIT NO. (206)431 -3670 Corrections required prior to approval. O. Date //b/' COMMENTS: f ins Type opection: Add ,2f , 4// Date Called: f4 an 4 [it ,/ S s4 4,0 ,= r 1 / d.S✓o7 I h 1 5�l• /44 Sr er_reY"" Phone _ 4' 9 �t ri2 pgi t'i,'t : otk,, 14..4 , SQ„ Cci Si' ever ci' 4 ' r dd 7r . 0-, I,. - wr ProAr °49.3 .3 f ins Type opection: Add ,2f , 4// Date Called: Special Instructions: Date Wanted: -/ � (�� p.m. Requester: Phone _ 4' 9 e2(4 — 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ® Corrections required prior to approval. Inspector: El $60.00 REINSPECTION FEE REQUIRED. rior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Date: G Project: 9 _ Type of Ins ection: r / ' 1 � A dssj 4' `� Date Called: Special Instructions: Date �Nanted: Requester: Phone No: /, e 3QL /' INSPECTION NO. COMMENTS: INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION P- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0 Approved per applicable codes. El Corrections required prior to approval. 1 , a/f torpo t'!� 6 ,) --- :(--145 , 1) (le triv 4, 60.00 REINSPECTION FEE EQUIR0 for to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 101Call to schedule reinspection. Receipt No.: Date: h Project: M t / Type of Inspection: XiA313 Address 7 Ai Date Called: Date Wanted) // O m. p.m. Special Instructions: Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 pofc - t iz-5 - 1 PERMIT NO. (206)431 -3670 EI Approved per applicable codes. Corrections required prior to approval. 1 COMMENTS COMMENTS:1774 f et f l 4"rt,V far) cep ,�a n b1.L6k 3 GoEew e. Date:/ /F /0 y El $60.0 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: (Date: Project: /J Type of Innspectiioon�: Addre s: Date Called: Special In ructions: Date Wa te // /st ter: C06 a.m. Requ s Phone No INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Receipt No.: // • ern9cIat t� - INSPECTION RECORD Retain a copy with permit Date: f / /G' i n $60 ' EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid' 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Date: COMMENTS: p /,� / F Fro w /00 Ge! f i i 5 )a --o 5 i hL 'o4 of Inspection: Addres Date Called: Special Instructions: ! Date ntte > 7 ,..e.: Requester: Phone N INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. PERMIT NO. Date (//24 9- ❑ $60 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be pai at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: !Date: • • tLak.RP 1AS lO�rtL t 4 9K 440. m{m..:m k. ..k... An�1a4. ,.,...8tu4f xs .IBC =*�.. itad ,.. 1 �.,.. ' t� l INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. PERMIT NO. Date (//24 9- ❑ $60 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be pai at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: !Date: • • tLak.RP 1AS lO�rtL t 4 9K 440. m{m..:m k. ..k... An�1a4. ,.,...8tu4f xs .IBC =*�.. itad ,.. 1 �.,.. ' t� l Project: i m Type of Inspection: a fl Address: fing ! 1 Date Called: Special Instructions: Date Wanted: j / /) tie p. t Requester: Phone No 110 3 q t 6/ C0 INSPECTION RECORD Retain a copy with permit COMMENTS: y /4 Inspector: Date: Receipt No.: 'Date: .b © %- tai" PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION P- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. El Corrections required prior to approval. 5 . -I -roA 3 3tilLiMA 1 NkrCIA1S4. 17 $60.1: EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. .t. noara .*L/ s Project: Type of Inspec ti �n6 d Ad s� 7 / / Date Called: Special Instructions: Date Wanted: �, - O e p'Trt Requester: Phone No: v 6 -- 7 3o- yg4/1 INSPECTION RECORD • Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ?ig Inspector: Receipt No.: 'Date: 1 itd/s aot/ oK Ne ar 0 $58 + REINISPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Sout lc enter Blvd.. Suite 100. Call the schedule reinspection. Project: C a yvi Type ofIns ection: I ' ta i rn i kJ 'Fr AddrA 1 Date Called: Special Instructions: Date Wanted: p l5� - 5 —DU p: m. Requester: COMMENTS: p/_ Inspector: Receipt No.: C 3 c41 -`trCkw td ..5 J 'Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION `�- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 • r 1 ? Approved per applicable codes. Corrections required prior to approval. $58.00 R INSPECTION FEE REQUIRED. Prior o inspection, fee must be . paid at • 00 Southcenter Blvd., Suite 100. Call the schedule reinspection. Project: d' yv\ ° Type of ec� tio�: Ad s4 7 m ^ (t IT t Date Called: Special Instructions: Date Wanted: a. Requester: Phone No X60 - 39 C' cr /7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 nspector: Receipt No.: INSPECTION RECORD Retain a copy with permit - PERMIT NO. (206)431 -3 Date: 5" 0-9 ' $58 0 ° EINSPECTION FEE REQUIRED. Prior o inspection. fee must be p- -t 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Approved per applicable codes. Corrections required prior to approval. COMMENTS: ;e_ kW) — ea./ l ' no aelef tail/s /11 s eS area 1 4 Date: Project: /14 Type of Inspection: 0 Address: G7 ///8 Date Called: Special Instructions: . Date Wanted: /�% p.m. / Requester: Phone No: 2-04, 3t62 koo 7 INSPECTION NO. Inspector: Receipt No.: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION Par- /2 PERMI� . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 4 1 P. _ 1 • _/lll � , o Date: .5;43 4,gf• $58.0 EINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. `1 Date: f f r .t!`_ Project:. s ��f // 4 Type of Inspection: , Aeet /4 Date Called: Address: eG7 /r1 Special Instructions: Date Wanted: � Requester: Phone No_ g96 eD ti INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Receipt No.: 1- ,, ei r l.n 'ATtt2D Date: PERMIT NO. (206)431 -3670 0 $58. u( EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Date: ( Project: e f e v ` Ty of Inspection: (A.)..... Date CCa Address: fi r ? NI A( ( Special Instructions: Date Wanted: 5'Z (' O r p.m. Requester: Phone No: X_)(Gf 35 ( - voo9 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION \1ei- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 114 Inspector: Receipt No.: I- INSPECTION RECORD Retain a copy with permit /yierAele PERMIT NO. raw t vlc¢ raorr-IS Date: 5 -/ / /Ps, ID $58. a I ° I NSPECTION FEE REQUIRED. Prior o inspection, fee must be pai =t 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Date: Project: h 00/ '/74 Type of Inspection: /N/.v6 Add ess: 67 -Ait-/ Date Called: 7 /7 Special Instructions: Date Wanted: Requester: Phone No: c.D� — ,?4 (o -ecr Q.� INSPECTION NO. COMMENTS: p/ Inspector: Receipt No.: INSPECTION RECORD Retain a copy with permit Date: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ,2"d Q 116 r { Vvru - 42. 0 1 Ddb /25 PERMIT NO. 1 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. /,, / t y reel 1 / ,f ri Pee D r/id"i A.2 lb $58.00 ° SPECTION FEE REQUIRED. Prior to inspection, fee must be paid 1 •300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Date: Project: h i l7 el- Type of Inspection , Date Called: Address: r/ 7 Special Instructions: Date Wanted: , / / �./ a.m. S7/` /e) X p.m. Requester: Phone No: 206 a. Er040, INSPECTION RECORD' I INSPECTION NO. Retain a copy with permit CITY OF TUKWILA BUILDIJ 1G DIVISION 6300 Southcenter Blvd., #1 00, Tukwila, WA 98188 COMMENTS: m_ Inspector: Receipt No.: It h-54 uJ eutJ / 14 o>r' 'ref ea "4 //I' y Date: PERMIT NO. (206)431 -3670 ❑ Approved per applicable codes. Corrections required prior to approval. $58.0 ,NSPECTION FEE REQUIRED. Prior o inspection, fee must be paid = 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Date: N COMMENTS: - riAe...'i, 2 r+ d f t- i a i (Ai wg.++ ,„,r CC(r; e'0 r & 27 /,..' /l o, , e. S.rl.' < 4 o 4,.c a/ Ofyi,.41 or, V /S mil/ O F arc,Qto -' / Date Called: Specia Instructions: Date 5•—• 3 � � - m- Requester: Project: Type of In p ction: HA9 fit/A Add ess: / Date Called: Specia Instructions: Date 5•—• 3 � � - m- Requester: INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION RI 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Receipt No.: Date: 5=13 -'8 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 :Southcenter Blvd.. Suite 100. Call the schedule reinspection. Date: . -- COMMENTS: 1 2A . i"� `,,,, 15i ��oo r & � ,-.. ! S /05 5 1.,...// T flh 1(Ii.A.1/ re,.."iO4T f r, 4 .v1 ,$It 4 T 0, P✓Ltki 19P ceo's ! (-: Special Instructions: r,-/ „If. -,r,, , C9d / 51 r/J or C z tf, �' t 4,6,11- only T. ' OF ,c, 4l CI , .FLL Tfi� fi.,,r 4,L h „4 no n c. ) Phone No: , 2D 36- eon5 i Project: 1 Type of Inspection: ri2 iiririA16 Address: Date Called: Special Instructions: Date Wanted: ,arm= Requester: Phone No: , 2D 36- eon5 ' o INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 'I 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 06)431 -3670 Approved per applicable codes. Inspector: Ooh- Q5 El Corrections required prior to approval. Date: 5- - - �� ' ” $58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 1 Receipt No.: Date: COMMENTS: ?A Orr"( e Sr(', , 0 IC... 'A itio tx- i t r C. re-:4 r 1.,.$)//s pa a o et ‘'' For 124> 4 :r T. 54s ra f'''' Special Instructions: Date Wanted: G_ b'' ,ra m� m. Requester: Phone No: `22C 3f6' SS474 Project: 0 441 Type of Inspection: F«. •_ • 1.' ", Address: 67 5,4,4 ,r.„ , t1 1( Date Called: Special Instructions: Date Wanted: G_ b'' ,ra m� m. Requester: Phone No: `22C 3f6' SS474 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. ❑ Corrections required prior to approval. 0 $58.0 EINSPECTION FEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: (Date: Dater �_ a Project: t4. (412.6 Type of Inspection: reetion//if Address` 07 so c � Date Called: Special Instructions: 3 46 Date Wanted: t�- ■ ,J7/,/ r p.m. Requester: Phone No: 7 - INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDIN 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: . AIL Receipt No.: Ire iv, 0 4: 64 - tr tee# Inspector: f Date:5. ,for- $58. ' I�EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Date: ti mcs;. • - ••Ag.:,; iiik ' , 1R lt 3t�a ef�i: - 'to -•_ Project: �,/ It /" ` Type of Inspecctiion: C 11 r�I Address: / y s Jhafoci` Date Called: Special Instructions: 2O, 5glif t 069 Date Wanted: 5-A he a.m. .m. Requester: Phone No: r INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: iyk_ A/__/,' ' t 4.D,�!/er7' 1 0 $58.0 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: INSPECTION RECORD Retain a copy with permit � ' 1 PERMIT NO. (2 06)43 1 -3670 'Date: / Date: Project: Type of Inspection: 16 Addres Date Called: Special Instructions: • Date Wanted: 0 a Requester: Phone No: y am, anG 4 5C G - Px-x. I INSPECTION RECORD Retain a copy with permit D oi' S INSP ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION I 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: -�� 1I-Lc 5f r P @� (mow, d 2.0 e 1 F1004.., A.120 ezor A D, RobiviA6 o \ 7s- 7— MogDit. att4L waS Inspector: Receipt No.: P2.46-qp- Date: 4 �~C.3 D 0 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Date: COMMENTS: FA /'' J4 - U tl 1 ;6b..; ^/ L. I-4. 20, 5 2.1 ` / v' hrt(c rft-, -, Ro-.. r, 1.... !/s •Ci cal'..,, k►.(4es 41.E -, 4.I L, Me/id 0, r/4.-, S< ) try« S' 1ayx-21A 1 12 A !o h,� ,N 5,'1/6 o ( - i-Ali Project: Type of Inspection: Add�� ^ � ` Date Called: Special Instructions: Date Wanted: (i. -zLl -cog p.m. Requester: Phone No: e..)04 INSPECTION RECORD Retain a copy with permit Dog J2-5 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0 Approved per applicable codes. Corrections required prior to approval. Inspector: Receipt No.: Date: $58.00 RISPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Date: COMMENTS: /. .PA , .>sci L: „ ' 0 F R c L 0, j,,,1.4 .. f /1‘,..,'3,;.7 4„a /1 f F 5L 4 r Pon i2C6/c Q /�' t” /15 5 1 s✓t 4,,...... , 0., i ) /�., 7 0 y 40,k, 1 G S�l 0n 12.4,ir.ir1 /1.- 6 . .x, pt,,f poi► tir'/. /' I fr►4 A 4/ fm /• 04 a' gerr. -- / f 4,,c 1/5 ll 1 1"^ 6-re €,,, 41 i l Date Wanted: �—.Za '-or p.m. Requester: Phone No: 2 34 &A9 Project: N f Type of Insp ion: i w 6,145 Ft j f e h . 5 Addre s: Date Called: Special Instructions: Date Wanted: �—.Za '-or p.m. Requester: Phone No: 2 34 &A9 9 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION p4 -1 PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. ,Q Inspector: CI ❑ $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: q 2 2� Date: COMMENTS: Type of Inspection .-J L JJ Date Called: Let11 <a+fnio, /I To C%4-4r 0.4...1 C o rl:U'o /liw« T o 9-6.5 434%)1 1? *.) c ...11 T o E./ to S G, r-c..s p. Requester: 1`f „k «fi ,,., 1 26, ,i , S Gr«. -, Project: h` 0 in A iL 4-✓U Type of Inspection .-J L JJ Date Called: Address: c(`7ir ALL Special Instructions: Date W nted: z`r/ e- v 0 p. Requester: Phone 2 -0 7C4 - 5 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. Corrections required prior to approval. nspector: 0 $58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: INSPECTION RECORD Retain a copy with permit Da -i25 Date: 'Date: PERMIT NO. (206)431 -3670 • Project: Type of Inspection: Address: Date Called: Special Instructions: Date Wanted J � '-p n Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPEZTfON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION a 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 06)43 1 -3670 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: er i kv1 7 ti 9/ 5 -- (2/; ( Dice 07 ; P eor 11‹ Pi e (Receipt No.: 8.00 INSPECTION FEE RE IR ! . Prior to inspection, fee must be aid - 6300 Southcenter Blvd.. it 100. Call the schedule reinspection. Da e Date: Proj c : y7 Type 1- �c(0 IR , A es : '' i1 /9 ... , I Date Called: Special Instructions: Date Wanted: (a•nr Requester: Phone _0(c)' 3 ‘f C:/` / INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 4. Inspe . o Receipt No.: 1 �•t!! etAi eG .T-AV 5 '&' /r f - f7 ei J) vop 4 z5 $58.9 REINISPECTION FEE EQUIRE Prior o inspection, fee must be pfd at 6300 Southcenter BI Suite 00. Call the schedule reinspection. Date: .tic' ;04dua :r iltAI IT: .. i . }.� tit L - •.�u�b)dY.� F.s�F�� 4' .:..eJ:�i�r._�..thP Project: 14- 4 lM Type of Inspection: .+ 1 r ,,. — t' Address: 663 5e N\o w •Suite #: Contact Person: Special Instructions: Phone No.: Needs Shift Ins section: Sprinklers: y Fire Alarms... Hood & Duct: ti Monitor: _ ; , ,,� Pre -Fire: P±I+ Permits: s °• Occupancy Type :_,. • 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 INSPECTION NUMBER _ 0 MENTS: Approved per applicable codes: CM' OF .TUKWILA FIRE DEPARTMENT I I Corrections required prior to approval: ... I . . 5;a .:.r-v •P ,.l, a+ • m.•• • • �.a . ...... 4 •• ...1............... I •Date : �'I j • PERMIT NUMBERS Hrs.: $8x.00 REINSPECTION FEE REQUIRED. You will: receive an invoice from ity of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 COMMENTS: Sprinklers: Fire Alarm: Type of Inspecti n: Address: 0 7 Suite #: 5 c t y cc_ Permits: ,Contact Person : J Special Instructions: I Phone No:: se - .c.i..,i1. 6C-At i 0 .. !.r %a.' : : p .• . A 4;r •.-;._ A t iirO� ?• a . F4� -r a .' .. . Y. .. : ^1p.. # ..� . : J7 ::•*" . y r' ✓ . a''�`W."•* • ...4v-v• s • +4"�C .�:y:••!$ • r Project: Sprinklers: Fire Alarm: Type of Inspecti n: Address: 0 7 Suite #: 5 c t y cc_ Permits: ,Contact Person : J Special Instructions: I Phone No:: Needs Shift Ins • ection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: _ Permits: _Occupancy Type: 3 i CITY' OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 INSPECTION NUMBER g .Approved per applicable codes. Inspector: s o r W INSPECTION RECORD Retain a copy with permit I Date 7//1-480 the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.IDoc 1/13/06 PERMIT NUMBERS n Corrections required prior to approval. Hrs.: El $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from T.F.D. Form F.P. 113 1 Project: - t Sprinklers: - Hood & D uct: Type pf I spect'on: 11/\46,, 5 e e 1 i 7 1 \ Address: - S _ Suite #: l .. Contact erson: / Special Instructions: Phone No.: Needs Shift Ins section: Sprinklers: - Hood & D uct: Fire Alarm: Monitor: Pre -Fire: Permits: Occupancy Type: • • eye- ss INSPECTION NUMBER R Approved per applicable codes. COMMENTS: ilk - INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT c$q_$- /74 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Corrections required prior to approval. Inspector: 5/ Word /Inspection Record Form.Doc 1/13/06 Date: At ri $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Project: 4 t 1 I Sprinklers: Alf Type of Inspection: CO° $ - Address: 6- Suite #: S • L . 1.., Contact Person: Special Instructions: Occupancy Type: Phone 'No.: Needs Shift Ins • ection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: ; Pre -Fire: - Permits: Occupancy Type: INSPECTION NUMBER - . 414 Andover Park East, Tukwila, Wa. 98188 206 - 575 =4407 .Approved per applicable codes. COMMENTS: NSPECTION RECORD Retain a copy�with permit ..r CITY OF TUKWILA FIRE DEPARTMENT • 4r i3 PERMIT NUMBERS Corrections required prior to approval. : Word/Inspection Record Form.Doc .Date: 1 Hrs.: • n $80.00 REINSPIECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance - Department. Call to schedule a reinspection. 1/13/06 T.F.D. Form F.P. 113 C Project: H. L A Sprinklers: • Type of Inspection: 0-,p Cov Address: 21 S • C - ► Suite #: J3f -Pima., L Contact erson: Special Instructions: . Phone No.: Needs Shift Ins • ection: . Sprinklers: • Fire Alarm: - Hood & Duct: Monitor: _ Pre -Fire: Permits: _± Occupancy Type: INSPECTION NUMBER I I Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT o 5— PERMIT NUMBERS 444 Andover Park East, Tukwila. Wa. 98188 206- 575 -4407 [eo rrections required prior to approval. O /moo a p's c• 15°° WL ; psi .--- _..... ,.''.1704y 111 -6 .. : '''''Ibet+peatt-& „' -. _. ,S"el -_ 4 : Dl_ +1 " h1 e s (r¢o/t SdO t. Inspector: at, 5-/y • Date : - 5'17 f/ S' . g Hrs.. • t / $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila. Finance Department. Call to schedule a reinspection. • Word /Inspection Record Form.Doc 1/13/06 • T.F.D. Form F.P. 113 Project: ii .1, r- t IT , , A Type of Inspection: C-6 Address: 91, S .c , Ailiftt.— Suite #: V top tz.., Contact Ilrson: Monitor: Special Instructions: Phone No.: c. Needs Shift Inssection: Sprinklers: , Fire Al . rm: Hood & Duct: Monitor: Pre-Fire: , Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD, Retain a copy with permit CITY OF TUKINILA FIRE DEPARTMENT • x)8 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 COMMENTS: 0 A i) Q0 Inspector: IB Approved per applicable codes. Word/Inspection Record Form.Doc 1/13/06 • I — •••••—•• • ••••••••• -• - 0••t•er•••••••41F ,— .7.-%': •ftr • Corrections required prior to approval. $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Date:. $1 Hrs.: 1 Project: i • -prinklers: Type of Inspection: 141Da° / c 00 Aft__ Address: 2V201 4 . iv\ con . Special Instructions( . Phone No.: Needs Shift Ins • -prinklers: Hood & Duct: • Firek41arm: Monita:- Pre-Fire: Permits: "•.- _ ,,. Occupancy Typ'0: - _ , 410 4 LYSI*;te ,4 ,:44." 1 I. COMMENTS: INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 n Approved per applicable codes. 1.11L*430 no• I. CITY OF TUKWILA FIRE DEPARTMENT INSPECTION RECORD Retain a copy with permit 51AA.4- /030 1a3a Corrections required prior to approval. " PERMIT NUMBERS O ps..r $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call.to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 S Project: A 4 W∎ Type of Inspection: Spina t.l - Address: ha 6, t, !N Suite #: Contact Person: Special Instructions: • Phone No.: ' Needs Shift Inspection: . Sprinklers: - • Are Alarm: Hood & Duct: Monitor: • Pre -Fire: Permits: Occupancy Type: • a• I• INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 ' 206- 575 -4407 I I Approved per applicable codes. COMMENTS: :: `. ".1.•1i � �:.. rte:':.? :t INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT D o S - 12,4- PERMIT NUMBERS ri Corrections required prior approval. k -inspector: • .t, 'Da #e: b Hrs.: 5 Ti $8.00 REINSPICTION FEE:itEQUIRED. You will:receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 • T.F.D. Form F.P. 113 Needs Shift Inspection: Sprinklers: Fire Alarm: Project: 14 i Monitor: Pre- Fire: Type of Inspection: Address: ? Suite #: 5 . C ..- 2. Con • ct ' erson: �} e= C k A- d Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre- Fire: Permits: Occupancy Type: INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tuk wila W Yam ? 98188 26 Ap proved per applicable codes. INSPECTION RECORD Retain a copy with permit D og- t25' t�z�. -cam PERMIT NUMBERS Corrections required prior to approval. COMMENTS: P .1.N 5 p �'vxJ -' I wog- C7 .J • Hrs.. ( $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc T.F.D. Form F.P. 113 Project Info Project Address gam - South Center (91surtrirMel Date 3/4/2008 n_r ,r.., q - SD i'lIC' 4 Oki/ For Building Department Use s Tukwila, WA 98188 Applicant Name: Jeffery M. zunt Applicant Address: 3030 w. Streeteboro Road Richfield, OR 442e6 Applicant Phone: 330 - 659 -6688 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form •Project Summary I EXPIRES EXPIRES JUN 1 8 2009 SOS- Us Revised July 2007 ___ E C 1 Prigemit NOe y REVIEWED FOR CODE COMPLIANCE l r PP : , VE ra l.� MAR 2 2008 t1, Q/ City Of Tukwila B ILDIN DIVISION RECEIVED MAR 1 12008 PERMIT CENTER Project Info Project Address HLM - South Center (Space 41430) Date 3/4/2008 633 Southcenter Parkway For Building Dept. Use Tukwila, WA 98188 Applicant Name: Jeffery M. Zunt Applicant Address: 3030 W. Streetsboro Road Richfield, OH 44286 Applicant Phone: 330 - 659 - 6688 Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. Cooling Equipment Schedule Equip. ID Brand Name' Model No. Capacity2 Btu/h Total CFM OSA CFM or Econo? SEER or EER IPLV Location LAC -1I Trane Voyager 3 (Existing Landlord RTU) TCD600A4 566000 20000 Econo 9.5 EER Mall Roof LAC -2G Trane Voyager 3 (Existing Landlord RTU) TCD600A4 566000 20000 Econo 9.5 EER Mall Roof LAC -2H Trans Voyager 3 (Existing Landlord RTU) TCD600A4 566000 20000 Econo 9.5 EER Mall Roof Heating Equipment Schedule Equip. ID ID Brand Name No. Model No. Btu/h Capacity2 Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency Fan Equipment Schedule Equip. ID Brand Name' Model No.1 CFM SP HP /BHP $ Flow Control Location of Service LAC -1I Trane Voyager 3 (Existing Landlord RTU) TCD600A4 20000 3.0 TSP 20.0/19.9 VAV Mall Roof LAC -2G Trane Voyager 3 (Existing Landlord RTU) TCD600A4 20000 3.0 TSP 20.0/19.9 VAV Mall Roof LAC -2H Trane Voyager 3 (Existing Landlord RTU) TCD600A4 20000 3.0 TSP 20.0/19.9 vAV Mall Roof Mechanical ,Sw im'a1 2006 Washington State Nonresidential Energy Code Compliance Forms Project Description Briefly describe mechanical system type and features. Includes Plans Compliance Option 2006 Washington State Nonresidential Energy Code Compliance Form Revised July 2007 Exist. landlord VAV rooftop units. Tenants shall connect to landlord provided supply air ducts stubs within space and provide fan - powered VAV boxes with electric heat. Heat provided at terminal units Drawings must contain notes requireing compliance with commissioning requirements - Section 1416 Simple System 0 Complex System 0 Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) 2006 Washington State Nonresidential Energy Code Compliance Form I I I I I I I 'If available. 2 As tested according to Table 14-1A through 14 -1G. 3 If required. ° COP, HSPF, Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). System Description See Section 1421 for full description of Simple System qualifications. If Heating /Cooling or Cooling Only: ❑ Constant vol? ❑ Split system? 4 Air cooled? 4 Packaged sys? ❑ <20,000 Btuh? J Economizer included? If Heating Only: ❑ <5000 cfm? ❑ <70% outside air? 2006 Washington State Nonresidential Energy Code Compliance Form ecFi anic al Surtim, y (bad MECH -SUM Decision Flowchart Heating Only Complex Systems Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. " eference Section 1421) Heating/Cooling Air Cooled, or Cooling Only Constant Vol? ingle Package Unit? Econo ncluded? ••l Ca <20,000 Btuh? otal Ca•. wo economize <240,000 Btuh or 10 %? plit Syste <= 84,000 Btuh? Outd or Adjacent to utdoor of Ca <54,000 tuh? Yes Simple System Allowed (section 1420) Ye Yes Yes Reference (Section 1423) Yes Yes— Use Complex p Systems (section 1430) Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. Mechanical`Permit,Q /+ c SlaleNonresidentialEne Energy '���� Che�ck�ist „_ � __ _. 2006 Washington , MECH ngton rg Compliance Forms Revised July 2007 Project Address Hai - South Center (Space 111430) Date 3/4/2008 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401 - 1424) 1411 Equipment performance 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency Exist. RTU's 1411.1 Combustion htg. Indicate intermittent ignition, flue /draft damper & jacket loss 1412 HVAC controls yes 1412.1 Temperature zones Indicate locations on plans M2.1, M2.2a, M2.2b yea 1412.2 Deadband control Indicate 5 degree deadband minimum .a. 1412.3 Humidity control Indicate humidistat yes 1412.4 Automatic setback Indicate thermostat with night setback and 7 diff. day types _ _ Exist. RTU's Exist. RTU's .a. 1412.4.1 Dampers Indicate damper location and auto. controls & max. leakage yes 1412.4.2 Optimum Start Indicate optimum start controls . a. 1412.5 Heat pump control Indicate microprocessor on thermostat schedule .a. 1412.6 Combustion htg. Indicate modulating or staged control yes 1412.7 Balancing Indicate balancing features on plans M4.2 1412.8 Ventilation Control Indicate demand control ventilation for high - occupancy areas . a. 1422 Thermostat interlock Indicate thermostat interlock on plans yes 1423 Economizers Equipment schedule Exist. RTU's 1413 Air economizers yes 1413.1 Air Econo Operation Indicate 100% capability on schedule .a. 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb . a . 1413.2 Water Econo Doc Indicate clg load & water econoe & clg tower performance .a. 1413.3 Integrated operation Indicate capability for partial cooling . a. 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting systems yes 1414.1 Duct sealing Indicate sealing necessary M4.1 yes 1414.2 Duct insulation Indicate R -value of insulation on duct M4.1 yes 1415.1 Piping insulation Indicate R -value of insulation on piping M4.1 ompletion Requirements yes 1416.2.1 Commissioning Provide commissioning plan M4.2 yes 1416.2.2 -3 Sys.Bal & Func.Test Indicate air and water system balancing & functional testing M4.2 yes 1416.2.4 Commissioning Indicate O &M manuals, record drawings, staff training M4.2 yes 1416.2.5 Comm. Report Indicate requirements for prelim. & final commissioning report M4.2 yes 1434 Separate air sys. Indicate separate systems on plans yes - Mechanical Summary Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 - 1454) 1440 Service water htg. .a. 1441 Elec. water heater Indicate R -10 insulation under tank .a. 1442 Shut -off controls Indicate automatic shut -off yes 1443 Pipe Insulation Indicate R -value of insulation on piping M4.1 .a. 1452 Heat Pump COP Indicate minimum COP of 4.0 a. 1452 Heater Efficiency Indicate pool heater efficiency .a. 1453 Pool heater controls Indicate switch and 65 degree control . a. 1454 Pool covers . Indicate vapor retardant cover . a. 1454 Pools 90+ degrees Indicate R -12 pool cover 2006 Washington State Nonresidential Energy Code Compliance Form If "no" is circled for any question, provide explanation: 4 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Permit P1,ans ecklis 2006 Washington State Nonresidential Energy Code Compliance Forms MECH -CHK Revised July 2007 Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14 -1A through 14 -1G. If a nationally recognized certification program exists for a product covered in Tables 14-1A through 14 -1G, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas -fired and oil -fired forced air furnaces with input ratings > 225,000 Btulh (65 kW) and all unit heaters shall also have an intermittent ignition or interrupted device (IID), and have either mechanical draft (including power venting) or a flue damper. A vent damper is an acceptable alternative to a flue damper for furnaces where combustion air is drawn from the conditioned space. All furnaces with input ratings > 225,000 Btu/h (65 kW), including electric furnaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy FAclor (EF) or a CAE of not less than the following: 1411.4 Packaged Electric Heating and Coo ing Equipm Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20, Btu /h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of healing and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. It must retain programming and time for a power loss of 10 hours and include an accessible manual override of up to 2 hours. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (6,828 Btulh) or less may be controlled by readily accessible manual off -hour controls. 3. Systems controlled by an occupant sensor that is capable of shutting the system off when no occupant Is sensed for a period of up to 30 minutes. 4. Systems controlled solely by a manually operated timer capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shalt and elevator shaft smoke relief openings shall be equipped with normally open (fails to open upon loss of power) dampers. These dampers shall remain closed until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories in height. 4. Gravity (nonmotorized) dampers are acceptable in exhaust and relief outlets in the first story and levels below the first story of buildings three or more stories in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 1412.8 Ventilation Controls for High- Occupancy Areas: Demand control ventilation (DCV) is required for spaces that are larger than 500 f12, have a design occupancy for ventilation of greater than 40 people for 1000 ft2 of floor area, and are served by systems with one or more of the following: a. An air -side economizer, b. Automatic modulating control of the outdoor air damper, or c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1436. 2. Multiple -zone systems without direct - digital control of individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow less than 1200 cfm. 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less then 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment tacking airside economizer, at outside air temperatures of 45 ° F dry- bulb /40 ° F wet -bulb and below. For this calculation, all factors including solar and internal load shall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using air - cooled heat rejection equipment may use a 35 ° F dry-bulb outside air temperature for this calculation. This exception is limited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shall include the following Information: 1. Maximum outside air conditions for which economizer is sized to provide full cooling. 2. Design cooling load to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number, flow rate, capacity, entering and leaving temperature in full economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling Is required to meet the remainder of the cooling load. Exceptions: 1. Individual, direct expansion units that have a rated capacity less than 65,000 Btulh and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water - cooled water chillers with waterside economizer. 1413.4 Humidification: If an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1. Health care facilities where WAC 246- 320 -525 allows only steam injection humidifiers in ductwork downstream of final filters. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btulh shall have modulating or staged combustion control. 2. Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadiabatic humidifiers cumulatively serving no more than 10% of a building's air economizer capacity as measured in cfm. This refers to the system cfm serving rooms with stand alone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 Inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressures of I inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to a minimum of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall be insulated to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, 1. connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut -off damper complying EF CAE 50 gal storage 0.58 0.71 50 to 70 gal storage 0.57 0.71 > 70 gal storage 0.55 0.70 4 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Permit P1,ans ecklis 2006 Washington State Nonresidential Energy Code Compliance Forms MECH -CHK Revised July 2007 Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14 -1A through 14 -1G. If a nationally recognized certification program exists for a product covered in Tables 14-1A through 14 -1G, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas -fired and oil -fired forced air furnaces with input ratings > 225,000 Btulh (65 kW) and all unit heaters shall also have an intermittent ignition or interrupted device (IID), and have either mechanical draft (including power venting) or a flue damper. A vent damper is an acceptable alternative to a flue damper for furnaces where combustion air is drawn from the conditioned space. All furnaces with input ratings > 225,000 Btu/h (65 kW), including electric furnaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy FAclor (EF) or a CAE of not less than the following: 1411.4 Packaged Electric Heating and Coo ing Equipm Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20, Btu /h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of healing and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. It must retain programming and time for a power loss of 10 hours and include an accessible manual override of up to 2 hours. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (6,828 Btulh) or less may be controlled by readily accessible manual off -hour controls. 3. Systems controlled by an occupant sensor that is capable of shutting the system off when no occupant Is sensed for a period of up to 30 minutes. 4. Systems controlled solely by a manually operated timer capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shalt and elevator shaft smoke relief openings shall be equipped with normally open (fails to open upon loss of power) dampers. These dampers shall remain closed until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories in height. 4. Gravity (nonmotorized) dampers are acceptable in exhaust and relief outlets in the first story and levels below the first story of buildings three or more stories in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 1412.8 Ventilation Controls for High- Occupancy Areas: Demand control ventilation (DCV) is required for spaces that are larger than 500 f12, have a design occupancy for ventilation of greater than 40 people for 1000 ft2 of floor area, and are served by systems with one or more of the following: a. An air -side economizer, b. Automatic modulating control of the outdoor air damper, or c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1436. 2. Multiple -zone systems without direct - digital control of individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow less than 1200 cfm. 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less then 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment tacking airside economizer, at outside air temperatures of 45 ° F dry- bulb /40 ° F wet -bulb and below. For this calculation, all factors including solar and internal load shall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using air - cooled heat rejection equipment may use a 35 ° F dry-bulb outside air temperature for this calculation. This exception is limited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shall include the following Information: 1. Maximum outside air conditions for which economizer is sized to provide full cooling. 2. Design cooling load to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number, flow rate, capacity, entering and leaving temperature in full economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling Is required to meet the remainder of the cooling load. Exceptions: 1. Individual, direct expansion units that have a rated capacity less than 65,000 Btulh and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water - cooled water chillers with waterside economizer. 1413.4 Humidification: If an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1. Health care facilities where WAC 246- 320 -525 allows only steam injection humidifiers in ductwork downstream of final filters. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btulh shall have modulating or staged combustion control. 2. Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadiabatic humidifiers cumulatively serving no more than 10% of a building's air economizer capacity as measured in cfm. This refers to the system cfm serving rooms with stand alone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 Inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressures of I inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to a minimum of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall be insulated to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, 1. connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut -off damper complying 2006 Washington State Nonresidential Energy Code Compliance Form 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 2. are isolated from the exterior with an automatic shut -off damper complying air capacities exceeding 10,000 cfm shall have optimum start controls. Optimum with Section 1412.4.1. start controls shall be designed to automatically adjust the start time of an HVAC Once outside air ducts meet the above listed requirements, any runs within system each day to bring the space to desired occupied temperature levels conditioned space shall comply with Table 14-5 requirements. immediately before scheduled occupancy. The control algorithm shall, as a Other ducts and plenums shall be thermally insulated per Table 14 -5. minimum, be a function of the difference between space temperature and occupied Exceptions: setpoint and the amount of time prior to scheduled occupancy. 1 _ Within the HVAC equipment. 1412.5 Heat Pump Controls: Unitary air cooled heat pumps shall include microprocessor controls that minimize supplemental heat usage during start-up, set- 2 Exhaust air ducts not subject to condensation. up, and defrost conditions. These controls shall anticipate need for heat and use 3. Exposed ductwork within a zone that serves that zone. compression heating as the first stage of heat. Controls shall indicate when 1415 Piping Systems supplemental heating is being used through visual means (e.g., LED indicators). 1415.1 Insulation: Piping shall be thermally Insulated in accordance with Table 14 -6. 1412.8 Combustion Heating Equipment Controls: Combustion heating equipment Exception: Piping installed within unitary HVAC equipment. with a capacity over 225,000 Btulh shall have modulating or staged combustion Water pipes outside the conditioned space shall be insulated in accordance with control. 000 Washington State Plumbing Code (WAC 51 -28) EXCEPTIONS: 1. Boilers. 2. Radiant heaters. 1416 Completion Requirements (Refer to NREC Section 1416 and the Building 1412.7 Balancing: Each air supply outlet or air or water terminal device shall have Commissioning Guidelines, published by the Building Commissioning Association, a means for balancing, including but not limited to, dampers, temperature and for complete text and guidelines for building completion and commissioning pressure test connections and balancing valves. requirements.) Project Info Project Address R - s s,A,rt Date 3/4/2008 For Building Department Use 033■9mMt...3-3 4-e. rarxway2 7 Sbi4110 &A , �,_// ��""7 Tukwila, WA it/ Q Y L Applicant Name: Jeffery D. Miterko, P.E. Applicant Address: 3030 West 8treatsboro Rd., Richfield, OH 44286 Applicant Phone: 330- 659 -6688 2006 Washington State Nonresidential Energy Code Compliance Form rojed u_mm -sum 2006 Washington State Nonresidential Energy Code Compliance Forms -�`. `f� t•��iti EXPIRES SEP 0 3 2009 DO3 125 �8 C ! PY REVIEWED FOR CODE COMPLIANCE APPROVED MAR 21 2008 In1 City Of Tukwila BUILDING DIVISION Revised July 2007 ECEIVED PMAR 11.2008 - PERMIT CENTER Location v (floor /room no.) _ Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Retail Sales A - 35W Metal Halide Downlight 226 46.0 10396.0 Retail Sales, Retail Display 92 - (2) lamp 35W Metal Halide Adjustable 32 92.0 2944.0 Retail Sales C - 42W Compact Fluorescent Downlight 56 44.0 2464.0 Retail Sales D - 70W Metal Halide Downlight 4 79.0 316.0 Retail Sales D2 - 150W Metal Halide Downlight 5 170.0 850.0 Retail Sales El - 35W Metal Halide Downlight 26 45.0 1170.0 Common, Storage Areas G - (2) lamp 32W Fluorescent Chain -Hung 1 64.0 64.0 Common, Storage Areas H - (3) lamp 32W Fluorescent Lay -in 27 96.0 2592.0 Retail Sales L4 - F28WT5 4' Fluorescent Strip 86 32.0 2752.0 Retail Sales L3 - F21WT5 3' Fluorescent Strip 4 28.0 112.0 Retail Sales L2 - F14WT5 2' Fluorescent Strip 24 20.0 480.0 Retail Sales P - 35W Metal Halide Pendant 57 48.0 2736.0 Retail Sales P1 - 70W Metal Halide Pendant 2 79.0 158.0 Retail Sales, Retail Display T - 35W Metal Halide Track with Current Limiters (15W /f 1868 15.0 28020.0 Project Info Project Address Hai - space 81430 Date 3/4/2008 633 Southcenter Parkway For Building Department Use Tukwila, WA Applicant Name: Jeffery D. Miterko, P.E. Applicant Address: 3030 west Streetsboro Rd., Richfield, OH 44286 Applicant Phone: 330 659 - 6688 Project Description [� New Building ❑ Addition ❑ Alteration ❑ Plans Included Ftefer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option Q Prescriptive C) Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) [1 No changes are being made to the lighting [1 Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Location (floor/room no.) Occupancy Description Allowed Watts per ft " Area in ft Allowed x Area Retail Sales Merchantile Retail SalesArea 1.50 20913.0 31369.5 Office Areas Administrative, Manager, Deco Room 1.00 425.0 425.0 Storage Areas Storage Area 0.50 2037.0 1018.5 Common Areas Restrooms, Corridors, Stairwells, Electric, Janitor Roc 0.80 1144.0 915.2 Retail Display Merchandise Display Luminaire Areas 1.50 18228.0 27342.0 Interior: Lighting Surma =I NT 2008 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Maximum Allowed Lighting Wattage ** From Table 15-1 (over) - document all exceptions on form LTG- Provosed Lighting Wattage Total Proposed Watts may not exceed Total Allowed Watts for Interior otal Allowed Watts Revised July 2007 61070.2 otal Proposed Watts 55054.0 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. Use' LPA` (W /sf) 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 station? 1.0 Cafeterias, fast food establishment?, 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 I -1 and 1.2 Transportation 1.0 1 -2 Occupancies Hotel/motel 1.0 Warehouses ", storage areas 0.5 Hotel banquet/conference/exhibition halt''' 2.0 Workshops 1.4 Laboratory spaces (all spaces not classified 1.8 Parking garages 0.2 "laboratory" shall meet office and other appropriate categories) Laundries 1.2 Libraries' 1.3 Plans Submitted for Common Areas Only' Manufacturing facility 1.3 Main floor building lobbies' (except mall concourses) 1.2 Museum 1.1 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Prescriptive Spaces Occupancy: Q Warehouses, storage areas or aircraft storage hangers 0 Other Qualification Checklist Note: If occupancy type is "Other" and fixture answer is checked the number of factures in 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- tronic 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. the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Inte rior L tjt Summary (back LTG .INT 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Revised July 2007 -1 Unit Lighting Power Allowance (LPA 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 bass 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 2.60 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. Tradable Locations Description Allowed Watts per ft or per If Area (ft perimeter (If) or # of items Allowed Watts x ft (or x If) Tukwila, WA Name: Jeffery D. Miterko, P.E. Appl. Name 3030 west Streetsboro Rd., Richfield, OH 44286 Appl. Phone 330 -659 -6688 Project Description ❑ New ❑ Addition ❑ Alteration ❑ Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Lighting Power Allowance 0 Systems Analysis Building Grounds (luminaires > 100 Watts) ❑ Efficacy > 60 lumens/W ❑ Controlled by motion Sensor ❑ Exemption (list) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Non - Tradable Locations Description Allowed Watts per ft or per If Area (ft perimeter (If) or # of items Allowed Watts x ft (or x If) Tukwila, WA Name: Jeffery D. Miterko, P.E. Appl. Name 3030 west Streetsboro Rd., Richfield, OH 44286 Appl. Phone 330 -659 -6688 Project Description ❑ New ❑ Addition ❑ Alteration ❑ Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Lighting Power Allowance 0 Systems Analysis Building Grounds (luminaires > 100 Watts) ❑ Efficacy > 60 lumens/W ❑ Controlled by motion Sensor ❑ Exemption (list) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Location v Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Tukwila, WA Name: Jeffery D. Miterko, P.E. Appl. Name 3030 west Streetsboro Rd., Richfield, OH 44286 Appl. Phone 330 -659 -6688 Project Description ❑ New ❑ Addition ❑ Alteration ❑ Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Lighting Power Allowance 0 Systems Analysis Building Grounds (luminaires > 100 Watts) ❑ Efficacy > 60 lumens/W ❑ Controlled by motion Sensor ❑ Exemption (list) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Tukwila, WA Name: Jeffery D. Miterko, P.E. Appl. Name 3030 west Streetsboro Rd., Richfield, OH 44286 Appl. Phone 330 -659 -6688 Project Description ❑ New ❑ Addition ❑ Alteration ❑ Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Lighting Power Allowance 0 Systems Analysis Building Grounds (luminaires > 100 Watts) ❑ Efficacy > 60 lumens/W ❑ Controlled by motion Sensor ❑ Exemption (list) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Project Info ProjAddres: - Space #1430 Date 3/9/2008 633 Southcenter Parkway For Building Department Use Tukwila, WA Name: Jeffery D. Miterko, P.E. Appl. Name 3030 west Streetsboro Rd., Richfield, OH 44286 Appl. Phone 330 -659 -6688 Project Description ❑ New ❑ Addition ❑ Alteration ❑ Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Lighting Power Allowance 0 Systems Analysis Building Grounds (luminaires > 100 Watts) ❑ Efficacy > 60 lumens/W ❑ Controlled by motion Sensor ❑ Exemption (list) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Exterior Lighting'; t -EXT 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form e Maximum Allowed Lighting Watta Tradable Proposed Lighting Wattage Total Proposed Watts may not exceed Total Allowed Watts for Exterior Non-Tradable Maximum Allowed Lighting Wattage o . a . Allowe otal Proposed Watts Revised July 2007 Use mfgr listed maximum input wattage. For fixtures with hard -w'red ballasts only, the default table in the NREC Technical Reference Manual may also be used. Non - Tradable Proposed Lighting Wattage Proposed Watts may not exceed Allowed Watts for Category Tradable Surfaces Uncovered Parking Areas (Lighting power Parking lots and drives 0.15 W /ft densities for uncovered areas, building Building Grounds parking grounds, building Walkways less than 10 feet wide 1.0 W /linear foot 0.2W /ft' entrances and exits, canopies and overhangs and outdoor sales areas Walkways 10 feet wide or greater Plaza areas Special feature areas may be traded.) 1 Stairways 1.0 W/& 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 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 addition to any allowance otherwise permitted in the "Tradable Surfaces" section of this table.) Building Facades 0.2 W /11 for each illuminated wall or surface or 5.0W/linear foot for each illuminated wall or surface length 270 W per location plus 90 W per additional ATM per location 1.25 W/ft of uncovered area (covered areas are included in the "Canopies and Overhangs" section of "Tradable Surfaces") Automated teller machines and night de ' ositories Entrances and gatehouse inspection stations at guarded facilities 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 Exterio.r.. Lighting Summary'(b'ac -EXT 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form TABLE 15 -2 LIGHTING POWER DENSITIES FOR BUILDING EXTERIORS Revised July 2007 2006 Washington State Nonresidential Energy Code Corr Forms Project Address I yytt - Space #1430 2006 Washington State Nonresidential Energy Code Compliance Form - 1 . - ...� .,.. •:. :.J. .�. „ •'4 LightingtPo er Allo Adjustment -LPA Date 3/4/2008 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 location on LTG -SUM. Adjusted Lighting Power Allowances (Interior) Location (floor /room no.) Occupancy Description ** From Table 15 -1 based on exceptions listed in footnotes Revised July 2007 Allowed Watts per ft " Ceiling Height for this room Ceiling Height limit for this exception" Adjusted LPA Watts per ft2 Lighting`° Motor an'd rT .ansf , Permit. Pl ans "Checklist L TG -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address xca4 - Space #1430 Date 3/4 /2008 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 Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) yes 1513.1 Local control /access Schedule with type, indicate locations yes 1513.2 Area controls Maximum iimit per switch no 1513.3 Daylight zone control Schedule with type and features, indicate locations no vertical glazing Indicate vertical glazing on plans no overhead glazing Indicate overhead glazing on plans yes 1513.4 Display /exhib /special Indicate separate controls 1513.5 Exterior shut -off Schedule with type and features, indicate location yes (a) timer w /backup Indicate location no (b) photocell. Indicate location 1513.6 Inter. auto shut -off Indicate location no 1513.6.1 (a) occup. sensors Schedule with type and locations no 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability): Indicate size of zone on plans yes 1513.7 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) Indicate watts for each exit sign yes 1514 'Max. watts - LIGHTING POWER ALLOWANCE ( Secttion 1530 -1532) yes 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture n. a. 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) yes 1511 Elec motor efficiency MECH -MOT or Equipment Schedule with hp, rpm, efficiency TRANSFORMERS (Section 1540) yes I 1540 (Transformer Indicate size and efficiency 2006 Washington State Nonresidential Energy Code Compliance Form If "no" is circled for any question, provide explanation: 2006 Washington State Nonresidential Energy Code Compliance Form eckl1st Lighting Motor; anc Transformer Permit Plans: 2006 Washington State Nonresidential Energy Code Compliance Forms G=CHK Revised July 2007 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 1513.6.2. 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 claylighted 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 turning 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 loss 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 aye 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 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 turning 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 turning 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 turns 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 I 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). Structural Calculat Issued for Permit H &M South C 1 : ®. ,.�... �t o�� Tukv cT O � s 4 ' l . i^ T •. { Prepared by: THORSON BAKER & Associates, Inc. 3030 W. Streetsboro Road Richfield, Ohio 44286 02/29/08 2008 -0049 EX "! RES DEC 2 3 2008 COP EWED FOR CODE COMPLIANCE ®vIE 4 R 21 2008 City Of Tukwila D08 125 ECEIVED MAR 112008 PERMIT CENTEI- THORSON BAKER & Associates, Inc. - tr„ (,A (q'L FOP-C otv Co`MPoN'ENTS A C\Y'M���IS w as h in o f -o1J Tk.o6 Gape / 2o o Z, //1 7 O 5 ' s .IaS I. C. \,0 Consulting Engineers 01/4. W P I + 2 (4 of 13. 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'1136 .1498 3033 1 pi .1N ;'''' i1#y24 #112.;17: s' 662. . 779 -.: 235- , 801. • 1307 2383 ,28. •. 231 1231 1952 3287 ita • :'•679 - -710 -• 831 1829 .129= f A.134 • 1454 2709. 24 4.1435: F1099::: 1738 4t ;'STUDL' `K;.': 4 fw . : rir 6 :1' ; SlUDr"60.V 1ND;GAGteikig^ tab �' - . i � '' i , Heipht, ',.Ilt.)•1r SPacinA r.(ttt:�4 �-� g1�.�CWN�3 r 1a' �.��.��� etSJl� 5 .� �'+����. 3 CS1Ai 1" 8 RI ..:� c;t2o i .'2318 k`r16 14 Aug 18'w s16r i „14'8:12 4 21!:Y t l8;+ to nib 1441 3 a 8 c -'i16s,1 4.1 r, 1584 2459 4150 5641 2092 3162 5106 6754 9838 2503 3986 6252 8128 11554 1281 2109 3871 5526 1773 2804 5106 6754 9838 2173 3643 6252 8128 11554 ;0 1 124.' 737 1474 3217 4750 1195 2153 4430 6250 9838 1570 2965 5787 8089 11554 b ;9 .` 2:2= 1256 2041 3629 5129 1717 2694 4735 6355 9170 2110 3486 5881 7632 10749 916 1642 3218 4641 1355 2282 4309 5994 9170 1729 3054 5563 7632 10749 tz24r 319 941 2495 3787 719 1554 3559 5124 8258 1053 2287 4746 6779 10479 ,,,7,11;1'(2;9 , NSE :::.:,1 ;. =' 937 1624 3030 4294 1347 2218 3984 5491 8370 1711 2940 5101 6996 9809 `rri6'�� 575 1196 2592 3780 960 1772 3532 4966 7757 1297 2468 4609 6451 9751 460 1839 2901 .; 293 • 1003 2754 4065 6689 578 1651 3761 5511 8659 17312- 645 1234 2473 3518 1004 1765 3298 4554 6994 1331 2411 4243 5870 8746 i1 61A :273 :• 794 2028 3004 606 1305 2840 4029 6375 899 1921 .3747 5320 8111 24'4 4,6.476► :1272; 2134 44523., 2062 3138 5324 4162: 1086 2903 4387 7028 ' � Vey 1 12 a 4'1388 885 1982 2845 699 1355 2697 3740 5811 985 1926 3503 4872 7343 "..,..:6k4 Wr :16: :1:446. 1541 2344 4302: 896 2246 3228 5210 '0.549: 1434 3015 4337 6722 u24;:'_ .- .798 .1500 4.119. 41485. 2367 4197 *` :602 3435 5672 �4 :rte ;* sdi6g, 0 i; 123 n 333•. _1206; 1808 .. 219' '5,6934, 1757 2490 4001 .•423, .1127_ 2352 3344 5180 '- .792-1 01347 'F-258i'1335. i2020> 3453 .!11t:' -3 45659-. °1898,t 2853 4609 424:. ''.:573 34627k. :1232v: ;2533 '1136 620294 3650 WM2*- t%i s' 662. .1099 -.: 235- - 1097:.1632. 2761 ,28. 4559 1549 • 2292 3682 4"16 • :'•679 - -710 -• *1206.:2266€ .129= f A.134 . ;1847i 3164 24 4.1435: F1099::: y2296- Allowable Axial Loads For 3 -5/8" Studs (lbs.) Wind Load =5 PSF Wind Load =20 PSF Wind Load =15 PSF Wind Load =25 PSF Mechanical Anchoring Systems 4.3.4 Kwik Bolt TZ Expansion Anchor 4.3.4.1 Product Description 4.3.4.2 Material Specifications 4.3.4.3 Technical Data 4.3.4.4 Installation Instructions 4.3.4.5 Ordering Information 4.3.4.6 Sample Calculation Nut — Washer — Red Setting — Mark Anchor Thread Anchor Body Stainless Steel Expansion Sleeve — (Wedges) Impact Section (Dog Point) Expansion Cone Listings /Approvals ICC -ES (International Code Council) ESR -1917 FM (Factory Mutual) Pipe Hanger Components for Automatic Sprinkler Systems (3/8° - 3/4 ") UL (Underwriters Laboratories) Pipe Hanger Equipment for Fire Protection Services (3/8" - 3/4 ") s.leq.:44,1v t1k 4.3.4.1 Kwik Bolt TZ Product Description The Kwik Bolt TZ (KB -TZ) is a torque Product Features controlled expansion anchor which is especially suited to seismic and cracked concrete applications. This anchor line is available in carbon steel with zinc electroplated coating and 304 stainless steel versions. The anchor diameters range from 3/8 to 3/4 inch in a variety of lengths. Applicable base include normal- weight concrete, structural lightweight concrete, and lightweight concrete over metal deck. Guide Specifications Torque controlled expansion anchors shall be Kwik Bolt 17 (KB -TZ) supplied by Hilti meeting the description in Federal Specification A -A 1923A, Type 4: The anchor bears a length identification mark embossed into the impact section (dog point) of the anchor surrounded by four embossed notches identifying the anchor as a Hilti Kwik Bolt 17 in the installed condition. Anchors are manufactured to meet one of the following conditions: • The carbon' steel anchor body, nut, and washer have an electroplated zinc coating conforming to ASTM B 633 to a minimum thickness of 5 pm. The stainless steel expansion sleeve conforms to AISI 316. • Stainless steel anchor body, nut and washer conform to AISI 304. Stainless steel expansion sleeve conforms to AISI 316. • Product and length identification marks facilitate quality control after installation. • Through fixture installation and variable thread lengths improve productivity and accommodate various base plate thicknesses. • 316 Stainless Steel wedges pro- vide superior performance in cracked concrete. • Ridges on expansion wedges provide increased reliability. • Mechanical expansion allows immediate load application. • Raised impact section (dog point) prevents thread damage during installation. • Bolt meets ductility requirements of ACI 318 -05 Section Dl. Installation Drill hole in base material to the appropriate depth using a Hilti carbide tipped drill bit. Drive the anchor into the hole using a hammer. A minimum of four threads must be below the fastening surface prior to applying installation torque. Tighten the nut to the recommended installation torque. Supplemental Design Provisions for ACI 318 -05 Appendix D Design strengths are determined in accordance with ACI 318 -05 Appendix D and ICC Evaluation Service ESR -1917 Hilti Kwik Bolt TZ Carbon and Stainless Steel Anchors in Concrete. The relevant design parameters are reiterated in Tables 1, 2, and 3 of this document. Supplemental provisions required for the design of the KB -TZ are enumerated in Section 4.0 of ESR -1917 (DESIGN AND INSTALLATION). Note that these design parameters are supplemental to the design provisions of ACI 318 -05. •�6t: Yfddf+ t' c: J: AS4::. h: G'.:. 5: �' .::t.'- "- C ^ ?:::1�_�7+J:.??S:lR �v`.:tN.�..`S:? .: ;''. :'y: :iri7Jr. :_ ;:^c:. ?:�.,:u::::G ": L• , t:. «:: a:V- •:.h':.:K^. » .y = xna� '.:: i, :.�':.,. 212 Hiiti. Inc. (US) 1 -800- 879 -8000 I www.us.hlltl.com I en esparto) 1 -800- 879 -5000 I Hilti (Canada) Corp. 1 -800- 363 -4458 I www.ca.hilti.com I Product Technical Guide 2006 Nominal Anchor Diameter Allowable Steel Capacity, Seismic Shear Carbon Steel Stainless Steel 3/8 999 1252 1/2 2839 3049 5/8 4678 5245 3/4 6313 6477 Nominal Anchor Diameter Allowable Steel Capacity, Static Shear Carbon Steel Stainless Steel 3/8 1669 2661 1/2 2974 3194 5/8 4901 5495 3/4 7396 9309 Nominal Anchor Diameter Embedment Depth h (in.) Concrete Compressive Strength f' 2500 psi f'c= 3000 psi f'o= 4000 psi f' 6000 psi Carbon Steel Stainless Steel Carbon Steel Stainless Steel Carbon Steel Stainless Steel Carbon Steel Stainless Steel 3/8 2 1006 1037 1102 1136 1273 1312 1559 1607 1/2 2 106E 1212 1167 1328 1348 1533 1651 1878 3 -1/4 2176 2207 2386 2418 2755 2792 3375 3419 5/8 3 -1/8 2081 2081 2280 2280 2632 2632 3224 3224 4 3014 2588 3301 2835 3812 3274 4669 4010 3/4 3 -3/4 2736 3594 2997 3937 3460 4546 4238 5568 4 -3/4 3900 3900 4272 4272 4933 4933 6042 6042 . • 1 Values are for single anchors with no edge distance or spacing reduction due to concrete failure. 2 Allowable static shear loads are calculated by multiplying V by the strength reduction 4) factor of 0.65 and dividing by an a of 1.4 according to ICC ESR -1917 Section 4.2. See Table 2 for V, . Table 8 - Kwik Bolt TZ Carbon and Stainless Steel Allowable Static Shear (ASD), Steel (lb)1,2 Table 9 - Kwik Bolt TZ Carbon and Stainless Steel Allowable Seismic Tension (ASD), Normal- Weight Cracked Concrete, Condition B (113)1,2,3,4 Mechanical Anchoring Systems %tip rt%S',:.'•+t.t.'i:.�i::4 Kwik Bolt TZ Expansion Anchor 4.3.4 1 Values are for single anchors with no edge distance or spacing reduction. For other cases, calculation of Rd as per ACI 318 -05 and conversion to ASD in accor with Table 5. 2 Values are for normal weight concrete. For sand - lightweight concrete, multiply values by 0.85. For all - lightweight concrete, multiply values by 0.75. See ACI 318 -05 D.3.4. 3 Condition B applies where supplementary reinforcement In conformance with ACI 318 -05 D.4.4 is not provided, or where pullout or pryout strength governs. For cases where the presence of supplementary reinforcement can be verified, the strength reduction factors associated with Condition A may be used. 4 Allowable seismic tension loads are calculated by multiplying the pullout strength No by the strength reduction 4) factor of 0.65, then multiplying by a 0.75 factor describe in ACI 318 -05 D.3.3.3, and dividing by an a of 1.1 according to ICC ESR -1917 Section 4.2. See Table 2 for W. This load may be adjusted for other concrete strengths according to ICC ESR -1917 Section 4.1.3 by using the following equation. f' C Np,at'c = NP,rr 2500 Table 10 - Kwik Bolt TZ Carbon and Stainless Steel Allowable Seismic Shear (ASD), Steel (1b)i,2 1 Values are for single anchors with no edge distance or spacing reduction due to concrete failure. 2 Allowable seismic shear loads are calculated by multiplying V „Is by the strength reduction 4) factor of 0.65, then multiply by 0.75 as per ACI 318- 05 D.3.3.3, and dividing by an a of 1.1 according to ICC ESR -1917 Section 4.2. See Table 2 for Vs, sets . ly } SW,.' � Y- _-' e%�: �"e: :•Y_'l' . �T, a'^ : �:.'%4':�I,;C'.- .:.� ^.�"- .']:au v..��.r! -�.0 u..�,eR:S it. 4.,..i. .11.4.4 .`nur r :77, a'?Y L5' 4 1 , 11t : ii " — F,MT.'VT+21.tir- St1=VtaIRMAV' ttreZ AA Hilti, Inc. (US) 1- 800 - 879 -8000 I www.us.hilti.com I en espa6ol 1- 800 -879 -5000 I Hiltl (Canada) Corp. 1 -800- 363 -4458 I www.ca.hilti.com I Product Technical Guide 2006 219 Nominal Anchor Diameter Embedment Depth he (in.) Pullout Strength (1)Np,deck (lb) Tension Stainless (1b) Tension Carbon (lb 4 Shear Stainless 4 Vp,deck (Pb) Shear Carbon lb 3 Shear Stainless (l b) 3/8 2 780 709 '41_1"... 1038 94 989 1/2 2 780 709 1463 0 1393 1/2 3-1/4 1400 1272 1333 2411 2192 2296 5/8 3` 1/8 1068 971 1017 2243 2039 2136 5/8 4 2481 2255 2362 2945 2677 2804 Length ID marking on bolt head ABM F G H I J K L M N 0 P 0 R ST U V W Length of anchor, e anch ON From 1 2 21/ 3 31/2 4 41/2 5 51/2 6 61/2 7 71/ 8 81/ 9 91/ 10 11 12 13 14 15 Up to but not including 2 21/2 3 31/2 4 41/2 5 51/2 6 61/ 7 71/2 8 8 9 9 10 11 12 13 14 15 16 Mechanical Anchciring Systerris Table 12 — Kwik Bolt TZ Length Identification System ' 4.3.4 Kwik Bolt TZ Expansion Anchor Table 11 - Kwik Bolt TZ Carbon Steel Allowable Tension and Shear Loads (ASD), Installed into the Underside of a Lightweight Concrete over Metal Deck Slab Pullout strength values N are for anchors Installed In lightweight concrete having a minimum 2,500 psi compressive strength at the time of installation See Table 3. The values listed in Table 11 have been calculated assuming a minimum 3,000 psi concrete compressive strength. The pullout strength may be adjusted for other lightweight concrete compressive strengths according to ICC ESR-1917 Section 4.1.3 using the following equation: c 0 NAdecjvc = N \ vu, pay 2 50 2 Minimum anchor spacing along the flute shall be the greater of 3.0 he or 1.5 times the flute width in accordance with ICC ESR-1917 Section 4.1.3. 3 Anchors in the lower flute may be Installed with a maximum 1-Inch offset in either direction. See Figure 3. 4 Allowable seismic tension and shear loads are calculated by multiplying Np and V by the strength reduction 4) factor of 0.65, the seismic reduction 4) factor of 0.75 according to ACI 318 03.3.3, and then divided by an coot 1.1 according to ICC ESR-1917 Section 4.2. 5 Allowable non-seismic tension and shear loads are calculated by multiplying No and V oeck by the strength reduction 4) factor of 0.65 and dividing by an a of 1.4 according to ICC ESR-1917 Section 4.2. Figure 4— Bolt Head with Length Identification Mark and Kwik Bolt TZ Head Notch Embossment .s: 220 HMI, Inc. (US) 1-800-879-8000 -I www.us.hilti.com I en espariol 1-800-879-5000 I FIN (Canada) Corp. 1-800-363-4458 I www.ca.hIlti.com I Product Technical Guide 2006 - UNISTRUT• P5500 2 7 /16" P5501 9 /is" (14.3) Dia. Holes 1 (47.6) on Center Slots are 1 (28.6) x 9 /16" (14.3) 2" (51) on Center 3 /8" 74," —3/8 2 1% P5500 HS Wt/100 Ft 242 Lbs (360 kg/100 m) P5500 T Wt/100 Ft: 242 Lbs (360 kg /100 m) Channel Nuts (Refer to Hardware Section for Details) P5506 -0832 P5506 -1024 P5506 -1420 P5507 P5508 P5509 P5510 1.336" 1.10Y' 1 500 & P5501 CFanne , 1 3 /16" (22.2) (30.2) P1006T1420 P1008T P1010T 7 43" (22.2) Knockouts 6" (152.4) on Center Channel Finishes: PL, GR, HG, PG; Standard Lengths: 10' & 20' 41.3 2 2 P5500 KO Wt/100 Ft: 247 Lbs (368 kg /100 m) P5501 T Wt/100 Ft 494 Lbs (735 kg /100 m) Slots are 1 (28.6) x e /1s" (14.3) 2" (51) on Center Wt/100 Ft: 247 Lbs (367 kg /100 m) Allowable Moment 9,820 In -Lbs (1,110 N•m) 12 Gauge Nominal Thickness .105" (2.7mm) Wt/100 Ft: 494 Lbs (734 kg/100 m) Allowable Moment 28,940 In -Lbs (3,270 N•m) 12 Gauge Nominal Thickness .105' (2.7mm) P5500 SL Wt/100 Ft: 242 Lbs (360 kg /100 m) Slots are 3" (76.2) x 13 , 4 2" (10.3) 4" (101.6) on Center /" (12.7) 1 3 /16" 1e 7 /8" (22.2) (30.2) 1 (25.4) P1012 P3006 -0832 P3016 -0632 P1023 P3006 -1024 P3016 -0832 P1024 P3006 -1420 P3016 -1024 P3007 P3016 -1420 P3008 P3009 P3010 Max ' DefLL at y ' AIlo wable;. Uniform Span,Unitorm Load, Load r, In :-.:F-:;: LbsF. .. , • J " Uniform Loadi at Deflection Span/180 Span/240 Span/3.60: ' Lbs: :'. - . Lbs' Lbs;:.' 24 5,220 • 0.01 5,220 * 5,220 * 5,220 36 5,220 * 0.04 5,220 * 5,220 * 5,220 48 4,820 0.24 0.08 4,820 910 4,820 1,090 4,820 60 3,860 630 0.13 3,860 0.47 3,860 700 3,860 72 3,220 0.61 0.19 3,220 360 3,220 730 3,220 84 2,760 280 0.26 2,760 0.95 2,760 340 2,500 96 2,410 1.39 0.34 2,410 160 2,410 470 1,920 108 2,140 120 0.42 2,140 2.46 2,140 130 1,510 120 1,930 3.07 0.52 ~ 1,930 70 1,840 330 1,230 144 1,610 60 0.76 1,610 1,280 850 168 1,380 1.03 1,250 940 630 192 1,210 1.35 960 720 480 216 1,070 1.70 760 570 380 240 960 2.09 610 460 310 - ,.., . ! eli , , A Io�af�le , r Uniform, Y' #� Ci i'� C 1 Span; ;Uniform Load ? Load lh. Lbs In s �'I'.. ` , = : �. ,:a Uniform • Lo ading at Defection 7 y ' ... + ti F 4 �; Span(180 pan/240 SpaN360' ", Lbs''_ ., Lbsl. .-s;,, Lbs ° .. 24 3,270 0.04 3,270 3,270 3,270 36 2,180 0.09 2,180 2,180 2,180 48 1,640 0.15 1,640 1,640 1,420 60 1,310 0.24 1,310 1,310 910 72 1,090 0.34 1,090 950 630 84 940 0.47 930 700 470 96 820 0.61 710 530 360 108 730 0.78 560 420 280 120 650 0.95 460 340 230 144 550 1.39 320 240 160 168 470 1.89 230 170 120 192 410 2.46 180 130 90 216 360 3.07 140 110 70 240 330 3.86 110 90 60 '''' � t. . a • ... - tW, x "'IAA :r �+c� r. Unbraced Load .- ♦ tf by . .: .?.. II ,� - 1 3 `t ' . i T, ' RI tiS tl t Y C rr , - Maximum Column Load Applied'af C.G. r r , r Hef ght a at Slot Face ° K 0 65� K 0.80 2 'In r4".. abs , ': , A li ... Lbs,:f, ., Lbs t :.:Lbs ...... Lbs. ,{., 24 8,580 31,810 30,880 29,520 28,100 36 8,350 29,700 28,100 26,000 24,070 48 8,080 27,390 25,330 22,910 20,940 60. 7,720 25,170 22,910 20,510 17,170 72 7,270 23,190 20,940 17,170 12,700 84 6,780 • 21,510 18,740 13,430 9,330 96 6,130 20,110 15,630 10,290 7,150 108 5,450 17,750 12,700 8,130 5,650 120 4,800 15,260 10,290 6,590 ** 144 3,760 10,830 7,150 " 168 2,970 7,950 5,250 " 47 ".A ximu Unbraced Allo Lo t g1x.± +t ck Y ... . d.,T-( Heignit . , a 1 LS face. A li 2, rT ntir;_Lbs' a , { %max` t: ad Mdmum.Column Load Appli Co: T P ') .$ fl P .- Y: ,. ,.. ,, ..., ,, . , , ,, ::: , r s K 0 651 K 0 80�,K 10 K r. 1 r : .I f `- S.Lbs'•rr ? �_.L ; v. ;Lbs3 . -FA Lbs. 24 4,640 13,840 12,570 10,840 9,190 36 3,970 11,050 9,190 7,030 5,370 48 3,180 8,420 6,390 4,620 3,630 60 2,550 6,250 4,620 3,450 2,780 72 2,120 4,790 3,630 2,780 2,260 84 1,810 3,890 3,010 2,330 1,910 96 1,580 3,290 2,580 2,020 1,650 108 1,400 2,860 2,260 1,770 1.440 120 1,270 2,530 2,020 1,580 "" 144 1,060 2,070 1,650 ** '" 168 920 1,750 1,380 " P5500 & P5501 Cha 'nels BEAM LOADING - P5500 COLUMN LOADING - P5500 ELEMENTS OF SECTION P5500/P5501 Parameter; =. P5500•:: ± " - . P5501 Area of Section 0.726 In 1.452 In Axis 1 -1 Moment of Inertia (I) 0.522 In° 2.805 In Section Modulus (S) 0.390 In 1.151 In Radius of Gyration (r) 0.848 In 1.390 In Axis 2 -2 Moment of Inertia (I) 0.334 In 0.669 In Section Modulus (S) 0.411 In 0.823 In Radius of Gyration (r) 0.679 In 0.679 In BEAM LOADING - P5501 UNISTRUT COLUMN LOADING - P5501 Notes: Load limited by spot weld shear. •. KL > 200 1. Above loads include the weight of the member. This weight must be deducted to arrive at the net allowable load the beam will support. 2. Long span beams should be supported in such a manner as to prevent rotation and twist. 3. Allowable uniformly distributed loads are listed for various simple spans, that is, a beam on two supports. If load is concentrated at the center of the span, multiply load from the table by 0.5 and corre- sponding deflection by 0.8. 4. See page 61 for lateral bracing reduction charts. 5. For Pierced Channel, Beam Load Values in the tables are multiplied by the following factor: "T" Series...85% "KO" Series .. 95% "SL" Series ...85% "HS" Series .. 90% Lateral Bracing Load Reduction Charts `. ;tgr.. 754V0f7:.. V' :.s 4..- Cate`raftlracingFaclors k=,....0 • .y: ,r ..! Span Single Channel Ft. (m) In. (cm) P1000 P1100 P2000 P3000 P3300 P4000 P4100 P5000 P5500 2 24 1.00 1.00 1.00 1.00 1.00 1 .00 1.00 0.98 0.99 0.61 61.0 3 36 0.94 0.89 0.88 0.96 1.00 0.94 0.98 0.85 0.89 0.91 91.4 4 48 0.88 0.78 0.75 0.91 1.00 0.88 0.94 0.70 0.77 1.22 121.9 5 60 0.82 0.68 0.61 0.88 0.98 0.83 0.91 0.55 0.67 1.52 ' 152.4 6 72 0.78 0.59 0.48 0.84 0.97 0.79 0.89 0.44 0.58 1.83 182.9 7 84 0.75 0.52 0.41 0.82 0.96 0.75 0.86 0.38 0.51 2.13 213.4 8 96 0.71 0.47 0.35 0.79 0.94 0.72 0.84 0.33 0.46 2.44 243.8 9 108 0.69 0.43 0.32 0.77 0.93 0.69 0.82 0.30 0.42 2.74 274.3 10 120 0.66 0.40 0.29 , 0.75 0.92 0.66 0.80 0.28 0.40 3.05 304.8 12 144 0.61 0.36 0.25 0.70 0.89 0.60 0.76 0.24 0.36 3.66 365.8 14 168 0.55 0.32 0.23 0.66 0.86 0.55 0.73 0.22 0.32 4.27 426. . 16 192 0.51 0.30 0.21 0.62 0.84 0.50 0.69 0.21 0.30 4.88 487.7 18 216 0.47 0.28 0.19 0.58 0.81 0.47 0.65 0.19 0.28 5.49 548.6 20 240 0.44 0.26 0.18 0.54 0.78 0.43 0.61 0.18 0.26 6.10 609.6 • , �'�";��F; - ���`��� L: u. r• thi :w. f e + r4rfit.. 2� ' 1` ^ •tig.: O,Ki-St .5irrA �'�:i�S' �>.����* Lateral�aci " n �Fae q[s�.�,.r.»,•���.� ..�'rtY! �, ,r<,., ��, • Span Double Channel Ft. (m) In. (cm) P1001 P1101 P2001 P3001 P3301 P4001 P4101 P5001 P5501 2 24 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.61 61.0 3 • 36 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 91.4 4 48 1.00 0.98 0.98 1.00 1.00 0.98 1.00 0.97 0.98 1.22 121.9 5 60 0.97 0.93 0.92 0.98 1.00 0.93 0.96 0.90 0.93 1.52 152.4 6 72 0.93 0.87 0.85 0.95 0.97 0.88 0.92 ' 0.83 0.87 1.83 182.9 7 84 0.89 0.82 0.78 0.92 0.95 0.83 .0.89 0.76 0.81 2.13 213.7 8 96 0.85 0.76 0.71 0.88 0.92 0.79 0.85 0.68 0.76 2.434 243.8 9 108 0.81 0.70 0.64 0.85 0.90 0.74 0.81 0.61 0.70 2.74 • 274.3 .ti 10 120 0.78 0.65 0.57 0.82 0.87 0.69 0.78 0.54 0.64 3.05 304.8 12 144 0.70 0.54 0.45 0.76 0.82 0.60 0.71 0.43 0.53 3.66 365.8 14 168 0.63 0.45 0.38 0.70 0.78 0.51 0.64 0.35 0.45 4.28 426.7 16. 192 0.56 0.39 0.32 0.64 0.73 0.44 0.57 0.30 0.39 4.88 487.7 18 216 0.49. 0.34 0.28 0.58 0.68 0.39 0.50 0.27 0.34 5.49 548.6 20 240 0.44 0.31 0.25 0.52 0.63 0.35 0.45 0.24 0.30 6.10 609.6 Lateral; Bracing Re's uctlon UNISTRUT °_.Bealm;Clamp P2824- 6, -9, -12 Clamp Requires 'h" Diameter Rod and 2 Hex Nuts (Sold Separately) (127) r ._ "r9t( s la kg P2824 -6 2 - 6 125 500 63.5 - 152.4 56.7 226.8 P2824 - 9 5 - 9 140 500 139.7 - 228.6 63.5 226.8 P2824 - 12 8'/z - 12 171 500 215.9 - 304.8 77.6 226.8 `General Fittii s. ,C Wt/100 pcs: 92 Lbs (41.7 kg) P2787 3 43" Hex Nuts and "U" Bolt Included • For use with Beams up to 3 /4" (19.1) Flanges and with '/y" (22.2) •'(76.2) Design Load Each 1000 Lbs (453.6 kg) Use in Pairs Only P2785 3 3 /e��•�. (85.7) • For use with Beams up to 3 /4" (19.1) Flanges and with Channels P1001, P1101, P2001, P3001, P5000, and P5500. Channels P5001 and P5501. UNISTRUT Wt/100 pcs: 83 Lbs (37.6 kg) 3 /8" Hex Nuts and "U" Bolt Included ( (22.2) (76.2) • For use with Beams up to 3 /s° (19.1) Flanges and with Channels P1000, P1100, P2000, P3000, P3300, P3301, P4000, P4001, P4100, and P4101. Wt/100 pcs: 112 Lbs (50.8 kg) 3 /6" Hex Nuts and "U" Bolt Included Design Load Each 1000 Lbs (453.6 kg) Use in Pairs Only Design Load Each 1000 Lbs (453.6 kg) Use in Pairs Only • °'i 'i7: N o t e: , �. ... > When used for mechanical supports, load capacities of brackets and fittings should be in compliance with the American Standard Code for Pressure Piping. 3626200 -68 0.0713 4006137.33 0 0346 4005137 -43 0.0451 4005137.54 0.0566 4005137.68 0.0713 4006162.33 0.0346 400S162 -43 0.0451 4005162.54 0 0566 400S16268 0.0713 400S200 -33 0.0346 4005200-43 0.0451 400S200 -54 0.0566 400S200-68 0.0713 5505162 -33 0.0346 5505162.43 0.0451 5505162.54 0.0566 5505162.68 0.0713 SSMA Structural (S) Stud Section Properties 0.595 2.02 1.265 0.698 1 458 0337 0 753 0.249 0 85 0.603 0 301 1.556 0 061 0.496 0.323 1 10 0.776 0 388 1.551 0 078 0 491 0.401 1.36 0.953 0 477 1 542 0 094 0 484 0.497 1.69 1.165 0.582 1.531 0112 0.475 0.275 0.94 0.692 0.346 1.586 0.103 0.611 0.357 1.21 0 -892 0 446 1 581 0.131 0.606 0.443 1.51 1.098 0 549 1 574 0.159 0.600 0 550 1 87 1.346 0 673 1 564 0.192 0 591 0.310 1 05 0 812 0.406 1.619 0.183 0.769 0.402 1.37 1.047 0 524 1.615 0235 0 764 0 500 1 70 1 292 0 646 1.608 0.287 0 758 0622 2.12 1.589 0 795 1.599 0.349 0.750 1 265 0 698 15.54 3076 1 812 0 603 0 290 5 74 936 1031 0776 0382 843 1777 2014 0 953 0.477 10.78 2777 2.000 1 165 0.582 13 58 3429 2.000 0.692 0.332 6.57 936 2.032 0 892 0 443 9 63 1777 2.006 1.098 0.549 1218 2777 2 000 1 346 0 673 15.34 3429 2.000 0 805 0.362 7 16 936 2 091 1.047 0.509 10. 06 1777 2 023 1 292 0 646 14 06 2777 2.000 1589 0.795 17 68 3429 2.000 0.327 1.11 1.458 0.530 2.112 0.113 0.589 1.458 0.512 10.11 670 2.787 0.424 1.44 1.883 0.685 2.107 0.145 0 584 1883 0 681 14 79 1487 2.757 0 528 180 2 324 0.845 2.098 0.176 0 577 2 324 0.845 18 76 2799 2.750 0 657 2 24 2 861 1.040 2.086 0 212 0.568 2 861 1.0.40 23 72 4442 2 750 1.265 0 673 22. 34 4661 1.844 0 953 0 457 15 40 3446 2 034 1.165 0 581 20.10 5196 2 002 1098 0 533 15.96 3446 2 026 1.346 0.666 22 60 5196 2 009 1.292 0 580 17 36 3446 2.091 1.589 0 766 25 41 5196 2 035 2.324 0 821 24.59 2967 2.782 2 861 10313494 5468 2.761 1 008 1.070 -1.741 2.393 0.470 0 099 0 200 -0 987 1908 0.732 0 219 0.253 -0.976 1.897 0 735 0 428 0 305 -0 967 1.884 0.737 0.842 0 365 -0 956 1.866 0.738 0.110 0.358 -1.288 2.133 0.635 0.242 0.453 -1276 2.121 0.638 0.473 0.550 -1.268 2.108 0.638 0 933 0.663 -1258 2.092 0.639 0124 0689 -1715 2481 0522 0 272 0.876 -1.703 2.468 0.524 0 534 1 068 -1695 2.456 0.524 1.054 1.295 -1686 2.441 0.523 0.130 0.704 -1.134 2.468 0.789 0.288 0894 -1.123 2.458 0.791 0 564 1088 -1.114 2.445 0.792 1.114 1.316 -1.103 2 427 0 793 6008137 -33 00346 0.318 1.08 1.582 0527 2229 0069 0.464 1.582 0510 10 07 612 3 039 0.127 0 493 -0 823 2 421 0884 6006137-43 0.0451 0.413 1.41 2.042 0681 2.223 0 087 0 459 2 042 0.670 14 80 1358 3 018 0 780 0 625 -0 813 2 411 0.886 6005137.54 0.0566 0.514 1.75 2 518 0 839 2 213 0105 0 452 2 518 0 839 18 98 2708 3 000 2 518 0 809 27.23 2708 3 042 0 549 0.757 -0.804 2.398 0.888 6006137.68 0.0713 0.640 218 3094 1 031 2.200 0125 0443 3094 1.031 24.05 4442 3.000 3.094 1 029 35.60 5468 3002 1084 0.911 -0.793 2.380 0.889 600S137 -97 0.1017 0.889 3 03 4 188 1 396 2.170 0.159 0 422 4 188 1 396 34 48 7372 3 000 4 188 1 396 50 80 11124 3 000 3 066 1 179 -0 770 2 341 0.892 6005162 -33 0.0346 0.344 1.17 1.793 0.598 2.282 0.116 0.581 1.793 0 577 11,41 612 3.039 0.137 0.851 -1.091 2.595 0.823 6005162 -43 0.0451 0.447 1.52 2.316 0 772 2276 0148 0.576 2.316 0 767 16 68 1358 3 007 0.303 1.082 -1081 2.585 0.825 600S162 -54 0.0566 0.556 1.89 2.860 0.953 2.267 0.180 0 570 2.860 0 953 21 17 2708 3.000 1.860 0 927 27 76 2708 3 034 0 594 1.318 -1.072 2.572 0 826 6005162 -68 0.0713 0.693 2.36 3.525 1.175 2.255 0.218 0 560 3 525 1 175 26 79 4442 3 000 3.525 1.164 39.46 5468 3 011 1 174 1 596 -1061 2.554 0 828 6006162.97 0.1017 0 966 3 29 4 797 1 599 2 229 0 283 0 541 4 797 1 599 38 37 7372 3 000 4 797 1 599 56.73 11124 3 000 3 329 2 093 -1 039 2 518 0.830 6005200.33 0.0346 0 379 1 29 2 075 0 692 2 340 0.209 0 743 2 059 0.617 12 20 612 3 135 0151 1 577 -1.479 2.866 0.734 6005200.43 0.0451 0.492 1 67 2 683 11894 2 335 0.268 0.739 2 683 0 873 17 24 1358 3.028 0 334 2 012 -1.468 2.855 0.736 6005200.54 0.0566 0.613 2 09 3.319 1 106 2 327 0 328 0 732 3 319 1 106 24 07 2708 3 000 3 319 1 002 30 01 2706 3117 0 655 2.461 -1459 2 842 0.737 6006200.68 0.0713 0.764 2 60 4.101 1 367 2.316 0 400 0.723 4 101 1 367 30 42 4442 3.000 4.101 1.317 43.71 5468 3.047 1.295 2.997 -1 448 2 826 0.737 6005200 -97 0.1017 1 067 3 63 5.612 1.871 2 293 0 530 0 705 5 612 1 871 43 49 7372 3 000 5 612 1.871 64 53 11124 3 000 3 679 3 981 -1.427 2.791 0.739 600S250 -43 0.0451 0.537 1.83 3.082 1027 2 396 0 458 0 923 3 082 0 918 18 14 1358 3 134 0.364 3.379 -1.898 3.193 0647 600S250 -54 0.0566 0.670 228 3 819 1.273 2.388 0.562 0.917 3 819 1 159 22 90 2708 3 115 3 760 1069 32.00 2708 3 207 0 715 4 146 -1.889 3.180 0.647 6005250 -68 0 0713 0 836 284 4.727 1 576 2 378 0 688 0 908 4 727 1 522 30.08 4442 3 045 4.727 1 341 4019 5468 3 191 1 416 5 071 -1 878 3.164 0.647 6006250 -97 0.1017 1.169 3.98 6 496 2.165 2.357 0.923 0 889 6 496 2.160 4880 7372 3 003 6.496 2 063 69.38 11124 3 062 4.030 6 798 -1.857 3130 0 648 ' Web- height to thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads See Section Property Table Notes on page 6. 48 en , Screw Table Notes 1. Screw spacing and edge distance shall not be less than 3 x D. (D = Nominal screw diameter) 2. The allowable screw values are based on the steel properties of the members being connected, per AISI section E4. 3. When connecting materials of different metal thicknesses or yield strength, the lowest applicable values should be used. 4. Screw strength needs to be verified by the screw manufacturer. 5. Values include a 3.0 factor of safety. 6. Applied loads may be multiplied by 0.75 for seismic or wind loading, per AISI A 5.1.3. 7. Penetration of screws through joined materials should not be less than 3 exposed threads. Screws should be installed and tightened in accordance with screw manufacturer's recommendations. 8. Values based on a tensile to yeld steel property ratio of 1.08. Allowable Loads for Screw Connections Mil 18 27 30 33 43 54 68 97 54 68 97 #8 Screw Shear Pullout lbs. lbs. 52 31 96 47 111 52 130 57 194 75 272 94 375 118 535 168 412 142 568 179 811 255 Design Thickness in. 0.0188 0.0283 0.0312 0.0346 0.0451 0.0566 0.0713 0.1017 0.0566 0.0713 0.1017 Sheet Properties Yield Tensile ksl ksl 33 36 33 36 33 36 33 36 33 36 33 36 33 36 33 36 50 54 50 54 50 54 #6 Screw Shear lbs. Pullout lbs. 48 26 88 39 102 43 119 48 178 63 250 79 316 99 450 142 378 120 478 151 682 215 #10 Screw Shear Pullout lbs. lbs. 56 104 1 2 293 414 620 36 54 60 66 87 109 137 195 444 165 627 207 939 296 #12 Screw Shear Pullout lbs.. lbs. 60 110 62 128 68 149 75 222 98. 312 123 441 156 705 222 473 187 669 236 1068 336 Weld Table Notes 1. Weld capacities based on AISI, section E2 2. When connecting materials of different metal thicknesses or yield strength, the lowest applicable values should be used. 3. Values include a 2.5 factor of safety. 4. Applied loads may be multiplied by 0.75 for seismic or wind loading per AISI A 5.1.3. 5. Values based on a tensile to yeld steel property ratio of 1.08. Allowable Loads for Fillet Welds and Flare Groove Welds Sleet Properties Yield Tensile ksi ksi 33 36 33 36 33 36 33 36 50 54 50 54 50 54 50 54 Design Thickness in. 0.0451 0.0566 0.0713 0.1017 0.0451 0.0566 0.0713 0.1017 482 605 762 1087 731 917 1155 1648 E60XX Electrodes Mil lbs/in 43 54 68 97 43 54 68 97 i mc .- 924o = \sti X a = O. u8 In Fl - O' VIP 131QOOO '240 . 3'1 Zov a_ 0101 ( o.' 11 Project No: 200( _c 1'1 Sheet No: 6) Me:C.44 Project: ► M Date: 2_1 1 5_1oP1 Project Site: S P Prepared By: M , GM ,rite_, o • (A lv . < 0.3;Y ok UNSI;RVATIVE 1 13 LDP W (3° /3 = ��,3 /oo A - 3c . 51�" c �2..Q0tJ= 59 00 at oc A«c MINNura - fea S = a. vi5or,3 I 1 _ 5_1;1;,-,A- o, U N %bl"RvT Tss THORSON BAKER & Associates, Inc. Consulting Engineers A - n4s,c kMi r -r -re ST12u CrU12S iteoVE 11' 1 CI% _ zi5 ' .x . 3300 o'n 4 Project No: Zoo` ~d o 4 / Sheet No. . -- 4 *— E.1-4 Project: \—,1 VI\ Date: A ,� 21151 Project Site: lU�W\ \a \' � P Prepared By 1 U1J hjr kTi' P "?a\\ovt- 1ooc ' uNisravr e CoNO 11 WWEN 1O0 ‘ Lo IS ∎n o Ut- ts - ENA M a\1o.N = 9 82-Q n - x a3e (Q,r, . -1 > 350O 1r :. 014. THORSON BAKER & Associates, Inc. P p er v Consulting Engineers I L 1 r - D ' ( a : \ - \ - 1/4 . ) .sol9o�2`r ` Cz ad.s2)we A-z> CD' 244) v\l P l .o� 0 d —lam etle • Cot.A? o■1 CoNOv oN USE L R = CIS ±7 1 X R = X15 -7 1.0(4011 - Tab \e 4-21 Project No: ZQOU Q D 49 Sheet No 5 - •EC... Project: H Al Date: Z I I QS I CES Project Site: rt Uk VVIIt2 WA Prepared By M, ('oLDG E C -15x-c r _ j; 9gq t:n _ 5, p3 aal\oW _ 1,29% x3 Us • L5x 51 Peso - r = \ 0. 7-1 s > • e o THORSON BAKER & Associates, Inc. Consulting Engineers ZZA.0 , FoQ p+Hv S v PP 09-1 C L o tN r' O) - Te-'NS∎c>N C_ Nbv - roN 2 RAG -orZ.S kw tic `7 COM3tNMD -) 5\ 4 . 5�> �t C r..5ttni..1 -15 } / ' 513< I Project No: / — 9 Sheet No 9- 1-t Project: i'7 Lf I " 1 Date: al IQ I acts Project Site: 7-1411 14th Prepared By 1"\ d , E)nuOCj E -181 \ iv& 513 _ 0, OS +O.O'-I = D. <1 - (,lc5—e (2) .J glAMD L_Co ox'IZ ) � (4, Check let" welds 3 11(0 1 ' Wed 1 1 1 x4-" 10.5cxd % 100, ,',c44 0 K ":Comme nt# Architectural !Comment /Response r� � ; REEEREN 1 - Detail 3: Added new E4.3 sheet. This is the only A0.0 change on ARCH drawings under Addendum A. - Detail 5: Revised LL contact information. 2 - Detail 1: Removed LL from Barricade installed by. - Detail 1 and 9: Removed responsibility note #10. - Detail 7: Revised signage shop drawings to be reviewed and approved by owner and architect. - Detail 8: Updated owner vendor list. - Detail 10:Updated notes 14 and 15. A0.2 3 - Detail 1: Added manager to hardware 6. - Detail 2: revised door height to 10' -0" for doors 101, 102, 201 and 202. Door 212 changed door type to C and door hardware to 6. A0.3 4 - Detail 1: Revised keynote 3. Added keynote 34 and 35. Added keynote 34 on plan. A2.0 5 - Added keynote 35 on plan. - Added detail references. A2.1 a 6 - Detail 4: Added keynote 35 on plan. Fitting room wall callout revised to G. A2.2a April 15, 2008 Re: Addendum A and Addendum B Building Permit No. D08 -125 H &M, Store number US159 Southcenter Mall Tukwila, WA 98188 MBH Project No. 43328 The following are changes made to drawings under Addendum A: Electrical Comments and Addendum B: LL Comments and ARCH Clarifications. Any change on the drawings will be indicated by a bubbled enclosure and a delta "A" or "B ". All electrical sheets revised per Addendum A were submitted to the City for review and approval on 03/20/08. REVISION N • 1 pia - 125 2470 Mariner Square Loop Alameda, California 94501 Tel: 510.865.8663 Fax: 510.865.1611 www.mbharch.com DH RECEIVED APR 16 2008 PERMIT CENTER 7 - Added keynote 34 and 35 on plan. - Revised dimensions for lounge entry. - Revised room callouts to Admin only and Manager /Security combined. A2.2b 8 - Detail 1 B: Added detail references. - Detail 2: Crossed out note 3. - Detail 4: Added LL note. A2.3 9 - Added LL note. A2.4a 10 - Added LL note - Revised detail reference. - Revised room callouts to Admin only and Manager /Security combined. A2.4b 11 - Detail 2: Added speaker graphics. - Detail :3: Revised note 5. - Detail 4: Added speaker and security camera layout. A3.1 12 - Added speaker and security camera layout. - Revised HVAC ductwork graphic to reflect hidden condition. - Added Gypsum Board ceiling and downlight fixture at exit alcoves. A3.2a 13 - Added security camera layout. - Revised HVAC ductwork graphic to reflect hidden condition. - Added Gypsum Board ceiling and downlight fixture at exit alcoves. - Revised room callouts to Admin only and Manager /Security combined. - Added LL note. A3.2b 14 - Detail 1: Added detail references. - Detail 2: Added LL note. Added glass stabilizer fins at entry doors. A5.0a A5.Ob 15 - Detail 1: Added glass stabilizer fins at entry doors. A5.1 a A5.1 b 16 - Detail 2: Revised reveal note. - Detail 3: Revised detail at floor finish. - Detail 6: Added glass stabilizer fins. A5.2 • 2470 Mariner Square Loop Alameda, California 94501 Tel: 510.865.8663 Fax: 510.865.1611 www.mbharch.com DH • MBH Architects. n opa Distribution: File / MBH Architects • Date: 4/15/2008 2470 Mariner Square Loop Alameda, California 94501 Tel: 510.865.8663 Fax: 510.865.1611 www.mbharch.com - Detail 8: Replaced detail for pilasters at entry condition. 17 - Detail 1: Added LL note. A5.4 18 - Removed note on detail 7 "Stores in seismic zones 3 & 4 only" This note is not applicable since City of Tukwila is seismic zone D. A6.0 19 - Detail 1: Added note to call out diagonal tie wires. - Detail 1: Added note to call out blocking at ceiling fixture locations only. - Detail 4: Added vertical enclosure. - Detail 12: New detail. A6.1 a 20 - Detail 4: Revised podium height. A6.2 21 - Detail 2 and 8: Revised elevations to show wall condition. A6.4 22 - Detail 9: Relocated detail from 8/A5.2 A6.5 23 - Detail 2C: Fluorescent light fixture shown outside of panel. A7.0a • MBH Architects. n opa Distribution: File / MBH Architects • Date: 4/15/2008 2470 Mariner Square Loop Alameda, California 94501 Tel: 510.865.8663 Fax: 510.865.1611 www.mbharch.com March 07, 2008 Mr. Robert Benedicto Building Official City of Tukwila Department of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 -2544 RE: Request for Overtime Plan Review H &M, 867 Southcenter Mall, Seattle, WA 98188 Dear Mr. Benedicto: To expedite the plan review process, please use this letter as my formal request to utilize the overtime plan review procedure at the City of Tukwila. I understand that the cost of this service is 1.5 times the standard hourly rate and I will be billed for a minimum of four hours. I agree to review and respond to any and all plan comments in an expeditious manner in order to keep the plan review process moving quickly. I will assume all payment for the overtime plan review. Said cost will be accumulated during the plan review process and when the plans are approved, the City of Tukwila will require that the overtime cost be paid on or before the building permit and approved plans are picked up. I request that this overtime review process be initiated immediately for this set of plans only. Sincerely, AW 8 Lopez Job Captain, Specialty Retail Design MBH ARCHITECTS 2470 Mariner Square Loop Alameda, California 94501 Tel 510 865 8663 Direct 510 814 3488 Fax 510 865 1611 ana @mbharch.com www.mbharch.com • Cc: Tenant file Josh Kimmel Southcenter Field Tenant Coordination 2470 Mariner Square Loop Alameda, California 94501 Tel: 510.865.8663 Fax: 510.865.1611 www.mbharch.com RECEIVE MAR 112008 PERMIT CENTE Complete Comments: ACTIVITY NUMBER: D08 -125 DATE: 04 -16 -08 PROJECT NAME: H & M SITE ADDRESS: 867 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter #_ Please Route Documents/routing slip.doc 2-28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Response to Correction Letter # DEPARTMENTS: tai ing Division Public W • rks 611 kt. (- f' Fire Prevention ► ! Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES/THURS ROUTING: APPROVALS OR CORRECTIONS: Incomplete X Revision # 1 After Permit Issued ��(�'P Planning Division Permit Coordinator DUE DATE: 04 -17 -08 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Structural Review Required LETTER OF COMPLETENESS MAILED: n No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 05- 155 -08 r n Approved C✓ Approved with Conditions ❑ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -125 DATE: 03 -11 -08 PROJECT NAME: ji & M SITE ADDRESS: 867 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # DEPARTMENTS: `n � ((����� 3 ' Bt dhf g Division ' oil Public W • rks R4.ia tit Complete • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ERMINATION OF COMPLETENESS: (Tues., Thurs.) Comments: TUES/THURS RO TING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 Incomplete Response to Incomplete Letter # Revision # After Permit Issued ‘11 11/14 3 l , Gi- 3 -lL -off Fire Prevention 1 PI nning Division Structural ❑ Permit Coordinator tit DUE DATE: 03-13 -08 Permit Center-Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Not Applicable DUE DATE: 04 -10 -08 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: REVISION NO. DATE RECEIVED STAFF ISSUED DATE STAFF INITIALS INIT ALS i y 1b* Summary of Revision: S ummary of Revision: y ,4.; p \e d el c ka vl 9$ • See. Sv6w. ct c,IGr;,C;ccti- icon 6ketA Received by: (G E L ? - :O ,Jl A p (1_ REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: 4- Vi I® PERMIT NO: 9- 1L5 SITE ADDRESS: ■1 Soc tkeew4cr /loot ti REVISION LOG ORIGINAL ISSUE DATE: 4 -1 m 8 (please print) (please print) (please print) (please print) (please print) 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: hjtpf/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. Date: 0 9/I 12 /4 Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # St after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: 14 i "� - u hat i t t Project Address: $ C 7 '•�Cx »kt1,nic a. W I T IC-w i / CU a 9 i51 $ 8 Contact Person: / hp- S • In pet Phone Number: )O' SIM- 3 Summary of Revision: __E s6 R- ,/Z lo h fjb Wei) /tii•pA Ly op th s AM. n• SheetNamber(s): a2.2j► A2.3 ,' `k► At b .213 ,43.6 "Cloud" or highlight all areas of revision including date of revision bS •tom., as •0b. As • a, 4S•lb /OS • 2,0s .y 64.0 , 64.10.1 66 62.) 66.9, e6 •s, A') oar. ■•• . h a 2 ho • A ?•o A2.1a. At. Received at the City of Tukwila Permit Center Entered in Permits Plus on 44(0 19 lapplications fc ms- appticatians on tinelrevision submittal Create& 8 -13 -2004 IIovieatl• Steven M Mullet, Mayor Steve Lancaster, Director QU/GO/M5 Dos - I2S RECEIVED (TY Of ThKWIIA APR .16 Me e+iriT CENTER �fM March 6, 2008 Tukwila Building Division/Permit Center 6300 Southcenter Bl, Suite 100 Tukwila, WA 98188 This condition is hereby acknowledged by: Peter Tsanacas H & M Hennes & Mauritz L.P Support Office 47 West 341.1 Yeeten to be signed by the responsible officer of the tenant 3rd floor Tel - 2 1 3 - -)64 - 092 New York, NY 1000 Fax - 4 -212 564 3737 Distribution/ Administration 11.0 Poreta. Av +:11:.r o•f Ar''iJ!n:• NJ 07(131 CITY TU BA MAR 112008 PERMIT CENT Tenant improvement permit for H &M Hennes & Mauritz LP, Tukwila Permit No. DOB — 12S is issued subject to the following condition: Final inspection approval of this permit and approval of occupancy for the herein named tenant space will not be issued until the "shell" Building Permit No. D06 -147 has received final inspection approval from the Building Division. • % Title': Project Manager Tenant Name: H &M Hennes & Mauritz LP RECEIVED MAR 1 0 2008 MBH ARCHITECTS On + 1 ?:;1 246.4400 r,-0 + 1 .0 .'464401 w ww.hm. c om Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 2 2 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 2 2. Sink, Clinic flushing 8 8 Sink, kitchen 3 2 I 2 Sink, other (service) 3 1.5 1 I. S Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 2, 6 Water closet, tank or valve, >1.6 GPF 8 4 King County Department of Natural Resources and Parks Wastewater Treatment Division Non - Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type 86 rim: /1k /1 Property Street Address �El�tl /a- CuA 98/89 City State ZIP /Ne n , /ENNEs / +aneit2. ,e.„0 Owner's Name Subdivision Name Lot # Subdiv. # Block # Building Name M eenose / / a. (if applicable) ( 6 ) 732- 2S5 Owner's Phone Number (with Area Code) ( ) 802 -4o83 Property Contact Phone Number (with Area Code) Owner's Mailing Address 8522 w6s Soiu T QCVo. sc,4 6.2 (Masi. ALL, 4 WD , cA 90o69 A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Total Fixture Units /3 • s Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units _ 20 Signature of Owner /Representative Print Name of Owner /Representative 1058 (Rev. 9/07) o.493 RCE Ana. S. co, e2 Property Tax ID # 634' co /0 Party to be Billed (if different from owner) AWA City or Sewer District 701-6J/LA Date of Connection /VA Side Sewer Permit # N/A Please report any demolitions of pre- existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? ❑ Yes No Was building on Sanitary Sewer? ❑ Yes El No Was Sewer connected before 2/1/90? El Yes ❑ No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes XNo B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalents: (add A & B) A B RCE Date 03/07 08 RCE R 1 U 2008 PEE;cvil CENTER Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by 1he King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206 - 684 -1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of correct d data for determination of a revised capacity charge. White - Kino County Yellow - Local Sewer Ace'cv Pink - Sewer Customer 'e 'r°a+r . ; License Information License BAYLECG034JC Licensee Name BAYLEY CONST A GEN PARTNRSHP Licensee Type CONSTRUCTION CONTRACTOR UBI 601771879 Ind. Ins. Account Id PARTNER Business Type PARTNERSHIP Address 1 PO BOX 9004 Address 2 City MERCER ISLAND County KING State WA Zip 980409004 Phone 2066218884 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 4/3/1997 Expiration Date 12/31/2009 Suspend Date Separation Date Parent Company Previous License ROBEREB375NO Next License Associated License Business Owner Information Name Role Effective Date Expiration Date BAYLEY KEY MEMBERS INC PARTNER 01/01/1980 Impaired Date BAYLEY HOLDINGS INC PARTNER 01/01/1980 SAFECO INS CO OF Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date SAFECO INS CO OF Until Look Up a Contractor, Electric; n or Plumber License Detail Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. I Page 1 of 3 https: / /fortress.wa. gov /lni/bbip /printer.aspx ?License— BAYLECG034JC 04/11/2008 ,FRAL NQTT 1. ALL WORK IS TO CONFORM TO ALL APPLICABLE CODES AND REGULATIONS. 2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS AND APPROVALS PRIOR TO THE COMMENCEMENT OF WORK. 3. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED INSPECTIONS AND CERTIFICATES. 4. THE CONTRACTOR WILL BECOME FAMILIAR WITH EXISTING CONDITIONS AND SHALL VERIFY EXISTING HELD CONDITIONS IN THE FIELD PRIOR TO COMMENCEMENT OF WORK. AND SHALL REPORT ANY DISCREPANCIES BETWEEN THE DRAWINGS AND FIELD CONDITIONS TO THE ARCHITECT. 5. FOR GENERAL CONDITIONS REFER TO AIA DOCUMENT A201 1997. 6. ALL WORK IS TO BE WARRANTED FOR A PERIOD OF NO LESS THAN ONE YEAR. 7. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH REQUIREMENTS OF LOCAL AUTHORITIES AND BUILDING MANANGEIdENT. 8. ALL ELECTRICIANS AND PLUMBERS INVOLVED IN THE WORK ARE TO BE LICENSED. 9. ELECTRICAL WORK SHALL BE FILED SEPARATELY BY THE ELECTRICAL SUBCONTRACTOR. 10. DEMOLJ11ON IS TO BE PERFORMED IN AN ORDERLY MANNER. PER THE RESTRICTIONS, REGULATIONS AND HOURS SET BY THE BUILDING MANAGEMENT. DEBRIS IS TO BE DISCARDED OFF SITE IN A PROPER MANNER AND NOT ALLOWED TO ACCUMULATE IN THE WORK AREA. 11. DIMENSIONS GIVEN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. 12. THE CONTRACTOR SHALL LAYOUT HIS OR HER OWN WORK, AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES (PLUMBING, ELECTRICAL, ETC.) 13. ALL CONTRACTORS MUST BE APPROVED BY BUILDING MANAGEMENT AND ALL CONTRACTORS TO COMPLY WITH MANAGEMENT CONSTRUCTION STANDARDS AND BUILDING RULES. CONTRACTORS TO USE UNION LABOR WHERE REQUIRED. tIeNDICAPPED ACCESS-MIMED BY BUILDING CODE SOUTHCENTER MALL 867 SOUTHCENTER MALL �� WASHINGTON 98188 �, 1) 0 b ARCHITECTURAL A0.0 COVER A0.1 SITE AO.2 RESPONSIBILITY AO.3 DOOR A2.0 CONSTRUCTION A2.1 a CONSTRUCTION A2.1 b CONSTRUCTION A2.2a ENLARGED A2.2b ENLARGED A2.3 FINISH A2.4a FINISH A2.4b FINISH A3.1 REFLECTED A3.2a REFLECTED A3.2b REFLECTED A4.Oa BUILDING A4.Ob BUILDING A5.Oa STOREFRONT A5.Ob STOREFRONT AS.Oc STOREFRONT A5.1 STOREFRONT A5.1 b STOREFRONT A5.2 STOREFRONT A5.4 STOREFRONT A6.0 PARTITION A6.1 a CEILING A6.1 b CEILING A6.2 FLOOR A6.3 RESTROOM A6.4 FITTING A6.5 MISCELLANEOUS A7.0a FIXTURE A7.0b FIXTURE A8.0 MILLWORK SP.1 SPECIFICATIONS SP.2 SPECIFICATIONS SP.3 SPECIFICATIONS SP.4 SPECIFICATIONS SP.5 SPECIFICATIONS MECHANICAL SHEET PLAN SCHEDULE PLANS PLANS / FIXTURE / FIXTURE / FIXTURE CEIUNG CEIUNG CEILING SECTION SECTION PLAN PLAN PLAN SECTIONS SECTIONS DETAILS BARRICADE DETAILS DETAILS DETAILS DETAILS DETAILS / STOCK DETAILS DETAILS / ELEVATIONS PLUMBING SCHEDULE AND PLAN - PLAN - PLAN - PLAN PLAN PLAN PLAN PLAN PLAN AND AND AND AND ROOM DETAILS DETAILS GROUND LEVEL SECOND LEVEL A SECOND LEVEL B i - GROUND LEVEL - SECOND LEVEL A - SECOND LEVEL B - GROUND LEVEL - SECOND LEVEL A - SECOND LEVEL B ELEVATION - GROUND LEVEL ELEVATION - SECOND LEVEL 2 -A ELEVATION - SECOND LEVEL 2 -B - GROUND LEVEL - SECOND LEVEL AND SIGN DETAILS ACCESSIBILITY COMPLIANCE DETAILS AND SECTIONS ELECTRICAL CODE INFORMATION / EDRION BUILDING CODE: INTERNATIONAL BUILDING CODE / 2006 W WASHINGTON AMENDMENTS MECHANICAL CODE: INTERNATIONAL MECHANICAL CODE / 2006 WITH WASHINGTON AMENDMENTS PLUMBING CODE: UNIFORM PLUMBING CODE / 2006 WITH WASHINGTOM AMENDMENTS ELECTRICAL CODE: NATIONAL ELECTRICAL CODE / 2005 ENERGY CODE: WASHINGTON STATE ENERGY CODE / 2006 FIRE CODE: INTERNATIONAL FIRE CODE / 2006 WITH WASHINGTON AMENDMENTS ACCESSIBILITY CODE: ICC/ ANSI/ 2003 AMENDMENT: BUILDING DATA BUILDING CONSTRUCTION TYPE: II -B OCCUPANCY USE: QUANTITY OF EXITS REQUIRED: MERCANTILE LEVEL 1: 2 LEVEL 2: 3 SEISMIC RINK R Y D SPRINKLER SYSTEM: YES LANDLORD: WESTFIELD CORPORATION, INC. 11601 WILSHIRE BLVD., 14TH FLOOR LOS ANGELES, CA 90025 TEL: (310) 893 -4761 FAX: (310) 478 -1267 CONTACT: JOSHUA KIMMEL EMAIL: jkimmelOus.westfield.com TENANT: H &M, HENNES & MAURITZ, LP 8570 WEST SUNSET BOULEVARD, SUITE 6.2 WEST HOLLYWOOD, CA 90069 TEL: (646) 732 -2557 FAX: (310) 657 -4153 CONTACT: PETER TSANACAS EMAIL peter.tsanacas ®hm.com ARCHITECT: MBH ARCHITECTS 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL: (510) 865 -8663 FAX: (510) 865- -1611 CONTACT: ANA LOPEZ EMAIL: ana @mbharch.com MP THORSON BAKER & ASSOCIATES, INC. ENGINEER: 3030 WEST STREETSBORO ROAD RICHFIELD, OHIO 44286 TEL: (330) 659-6688 FAX: (330) 659 -6675 CONTACT: ANN MARIE ROTUNDA EMAIL arotunda ®thorsonbaker.com ELECTRICAL THORSON BABER & ASSOCIATES, INC. ENGINEER: 3030 WEST STREETSBORO ROAD RICHFIELD OHIO 44286 ' TEL: (330) 659 -7799 FAX (330) 659 -6675 CONTACT: BRYAN MELVIN E MAIL bmelvin�thorsonbaker.com BUILDING CITY OF TUKWI DEPAR TMENT OF COMMUNITY DEVELOPMENT BOULEVARD, #100 DEPARTMENT. 6300 SOUTHCENTER BOULEVARD TUKWILA WASHINGTON 9$188 TEL: 206 431 -3678 FAX: 206 431 -3665 CONTACT: DAVE CARSON EMAIL: DLARSONOCI.TUKWILA.WA.US FIRE TUKWILA FIRE DEPARTMENT HEADQUARTERS STATION 51 DEPARTMENT: 444 ANDOVER PARK EAST TUKWILA, WASHINGTON 98188 TEL (206) 575 --4407 FAX: (206) 575 -4439 CONTACT: AL METZLER EMAIL AMETZLEROCI.TUKWILA.WA.US FOR REV `A'E � ® �F! 7 ONCE `. COOS C ®M �pppoVE® 10B REVISIONS M A 1) PROPOSED WORK TO COMPLY WITH APPUCABLE REQUIREMENTS OF LOCAL BUILDING CODES FOR HANDICAPPED ACCESS. 2) PROPOSED RESTROOMS TO COMPLY WITH THE APPLICABLE REQUIREMENTS OF LOCAL BUILDING CODES FOR HANDICAPPED ACCESS. a. FIXTURES TO BE PROVIDED WITH REQUIRED CLEAR FLOOR SPACE AS PER THE REQUIREMENT OF LOCAL BUILDING CODES. NEW FIXTURE TO BE SUBJECT TO THE REQUIREMENTS OF LOCAL BUILDING CODES CONCERNING DIMENSIONS AND ADAPTABILITY, AS SHOWN IN ATTACHED DETAILS. 3) CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHOULD NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST, AS PER LOCAL BUILDING CODES. 4) ACCESIBLE ROUTES TO BE PROVIDED, PROVIDING A MINIMUM OF 36 INCHES OF WIDTH AT DOORWAYS, AS PER LOCAL BUILDING CODES. 5) EMERGENCY WARNING SYSTEMS SHALL INCLUDE BOTH AUDIBLE AND VISUAL ALARMS AS PER LOCAL BUILDING CODE RESPECTIVELY. 6) PROPOSED STORAGE FACILl11ES SUCH AS CABINETS, SHELVES, CLOSETS, AND DRAWERS SHALL COMPLY WITH APPLICABLE REQUIREMENTS OF LOCAL BUILDING CODES. a. CLEAR FLOOR SPACE OF A MINIMUM OF 30 INCHES BY 48 INCHES SHALL BE PROVIDED FOR APPROACH TO ALL STORAGE FACILITIES. b. STORAGE SPACES SHALL COMPLY WITH AT LEAST ONE OF THE REACH RANGES SPECIFIED BY LOCAL BUILDING CODES. CLOTHES RODS SHALL BE A MAXIMUM OF 54 INCHES OFF THE FLOOR. c. HARDWARE FOR STORAGE FACILITIES SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE VISIT. TENANT SAFETY PL/►N CODE SYNOPSIS 9 S ; ( pmp ;x 3 a n', 6rxr s' y`"r€3 ,...,....:2;:-A.,, f f�, �i�'� f :,;�� �L r y ,,. �,� 4 ' t " /l'''%-,/ ,' v' , f ,, .% i�ff.:� // ° J �,s�f' ,.;{ r �� $', ? �/�f;: /`? ,.. 4 � , „y " 4. , 4 : ; � � q :. � . , , , 7� .t • �, { , , ;, . f• �'� � � 9 / . , } ,.,� : ; r: > >;: < {f - : , 4 r �i , y / ' x �;;' :, `« �« � ' �' r .� :� tc,{ • +�" : r�',sfr'sY�xE' � : F� J "rC r, � '.. , , v' "� % � f .., '' d / , ' .:: , 4 , y: f r , , , , , r f :�t %;, :. , f r >;'f } ' { : f ,.; r , { ,. •f;. f " s`r }; ; ;f ''' : {,. � � � ;,�;,. . : % , i % /' >�; '� i.�'ij!�r :f:'' ;% /' } ,� • ,f : ,rA'.! , n' `.fib' %i ' , � >{ ` " • , j f: -� f >{, �,, v � ,. :��, f , ; r c r < ' te -' , • , :: ., . , :.. `' ` � I; �t f ,• ' � Stan der ` S F y ;`;: ,,, , .,, ; ;.: . � M2 1 GROUND LEVEL HVAC PLAN M2.2A SECOND LEVEL A HVAC PLAN M2.28 SECOND LEVEL B HVAC PLAN M2.3 HVAC SCHEDULES AND DETAILS M3.1 SECOND LEVEL B PLUMBING PLAN M4.1 MECHANICAL SPECIFICATIONS M4.2 MECHANICAL SPECIFICATIONS E0.1 ELECTRICAL LEGENDS AND SCHEDULES E0.2 PANEL SCHEDULES &NOTES E0.3 TRAK PAK PANEL SCHEDULES AND ONE -LINE DIAGRAM E0.4 FIRE ALARM SYSTEM NOTES AND DETAILS E2.1 GROUND LEVEL GENERAL LIGHTING PLAN E2.2A SECOND LEVEL A GENERAL LIGHTING PLAN E2.2B SECOND LEVEL B GENERAL LIGHTING PLAN E2.3 GROUND LEVEL TRACK LIGHTING PLAN E2.4A SECOND LEVEL A TRACK LIGHTING PLAN E3.1 GROUND LEVEL POWER PLAN E3.2A SECOND LEVEL A POWER PLAN E3.2B SECOND LEVEL B POWER PLAN E3.3 GROUND LEVEL AUDIO PLAN E3.4A SECOND LEVEL A AUDIO PLAN E3.4B SECOND LEVEL B AUDIO PLAN £3.5 GROUND LEVEL SECURITY PLAN E3.6A SECOND LEVEL A SECURITY PLAN E3.6B SECOND LEVEL B SECURITY PLAN E3.7 GROUND LEVEL FIRE ALARM PLAN E3.8A SECOND LEVEL A FIRE ALARM PLAN E3.8B SECOND LEVEL B FIRE ALARM PLAN E4.1 ELECTRICAL DETAILS & ENLARGED PLANS - • : = sE. C r a • 1) GENERAL AIL WORK TO BE DONE IN ACCORDANCE WITH THE LOCAL BUILDING CODES AND REGULATIONS OF ALL. OTHER AGENCIES HAVING JURISDICTION. 2) STRUCTURAL a. CONTRACTORS TO PROVIDE ADEQUATE TEMPORARY BRACING AND SHORING WHEREVER ANY STRUCTURAL WORK IS INVOLVED. REPAIR OPERATION, AND ALTERATION OPERATIONS TO BE DONE IN ACCORDANCE b. ALL DEMOLITION OPERATION, REPAIR WITH THE LOCAL BUILDING CODES. 3) MEANS OF EGRESS. . ALL DSTING MEANS OF EGRESS FOR TENANTS OF THE BUILDING TO BE MAINTAINED CLEAR AND FREE OF ALL OBSTRUCTIONS, SUCH AS BUILDING MATERIALS, TOOLS, ETC. 4) FIRE SAFETY: FOR ALL BUILDING MATERIALS STORED AT CONSTRUCTION AREA, AND /OR BY GENERAL CONTRACTOR: a. All MATERIALS TO BE STORED IN AN ORDERLY FASHION. b. ALL FLAMMABLE MATERIALS TO BE KEPT AWAY FROM HEAT. C. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN AN ADEQUATELY VENTILATED SPACE. d. ALL ELECTRICAL POWER TO BE SHUTOFF WHERE THERE AREA EXPOSED CONDUITS. e. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. f. CONTRACTOR, AT AU. TIMES, TO MAKE SURE THERE ARE NO LEAKS OF NATURAL GAS IN BUILDING, OR ANY FLAMMABLE GAS USED IN CONSTRUCTION. 5) DUST CONTROL: a. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM, AND BE CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. b. CONTRACTOR TO ISOLATE CONSTRUCTION AREA OCCUPIED BUILDING AREAS BY MEANS OF TEMPORARY PARTITIONS OR HEAVY WEIGHT DROP CLOTHS. c. DEBRIS, DIRT AND DUST TO BE CLEANED UP AND CLEARED FROM BUILDING PERIODICALLY TO AVOID ANY EXCESSIVE ACCUMULATION. 6) NOISE AFTER HOURS: a. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8 A.M. TO 5 P.M. MONDAY THROUGH FRIDAYS, EXCEPT LEGAL HOLIDAYS UNLESS OTHERWISE PERMITTED. b. CONTRACTOR TO OBTAIN THE WRITTEN CONSENT OF ALL PARTIES AFFECTED BY HIS WORKING DURING OTHER THAN REGULAR HOURS. �. 5 / € fi %✓' ,. ' {} fo {?:. f , , r.. .; F {, } :Pf r,f,r {F � ' '�� : � - � f t , F +a ;� �+,x t j • if ° , £ ' F}{ r�a� N No changes sha be made to the scope 1 of work without prior approval of TulonlS n. ti . O Tukwila Buildin D DIVISION NOTE: Revisions will require a new plan submittal SUj R ING and may include additional p lan review fees FILE COPS ® Permit No. _! . - Plar review approval is subject to errors and onissiOriS• Approval of construction documents does not authorize the Vivlatitsn of any adopted code or ordinance. Receipt Of approved i _eldcgopy and conditions is acknowledged: L 867 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 , VICINITY MAP 8 E4.3 ELECTRICAL EQUIPMENT SEISMIC DETAILS ' _ - E5.2 ELECTRICAL SPECIFICATIONS E5.3 ELECTRICAL SPECIFICATIONS ACOUS. ACOUSTICAL HDCP. HANDICAP SCHED. SCHEDULE ADJ, ADJUSTABLE HDW. HARDWARE SIN. SIMILAR A.F.F. ABOVE FINISHED FLOOR HT. HEIGHT SPEC. SPECIFICATION ALUM. ALUMINUM HORIZ. HORIZONTAL SQ. FT. SQUARE FEET ALT ALTERNATE HR. HOUR S.S. STAINLESS STEEL APPROX. APPROXIMATE IN. INCH S.S.D. SEE sTRUCTURAI BD. BOARD INSUL INSULATION DRAWINGS BLDG. BUILDING INT. INTERIOR STD. STANDARD BLKG. BLOCKING JAN. JANITOR STL STEEL B.O. BOTTOM OF JST. JOIST STRL STRUCTURAL B.O.H. BACK OF HOUSE JT. JOINT SUSP. SUSPENDED CLG. CEIUNG LAM. LAMINATE TEMP. TEMPERED CL CLOSET LAV. LAVATORY THK. THICK CLR. CLEAR UN. LINEAR T.O.C. TOP OF CONCRETE COL COLUMN LL LANDLORD T.V. TENANT VENDOR CONC. CONCRETE LT. UGHT TYP. TYPICAL CONT. CONTINUOUS MAX. MAXIMUM U.O.N. UNLESS OTHERWISE CTR. CENTER MECH. MECHANICAL NOTED DBL DOUBLE MFR. MANUFACTURER VERT. VERTICAL DIA. DIAMETER MIN. MINIMUM V.I.F. VERIFY IN FIELD DN.. DIMENSION MISC. MOUNTED EOUS WD. W CLOSET DWG. DRAWING MIL METAL w WITH (E) EXISTING (N) NEW W/O WITHOUT a EACH N/A NOT APPLICABLE EL. ELEVATION N.I.C. NOT IN CONTRACT ELEC. ELECTRICAL NO. or # NUMBER EQ. EQUAL N.T.S. NOT TO SCALE EQUIP. EQUIPMENT O.C. ON CENTER IXT. EXTERIOR Q.F.I. OWNER FURNISHED ITEM F.D. FIN. FLOAT DIMENSION OPP. OPENING FINISH OPNG. OPPOSffE FIR. FLOOR P. LAM. PLASTIC LAMINATE RASH. ftENT PLYWOOD FLUOR. PR. PAIR F.O.F. FACE OF FINISH P.T. PRESSURE TREATED F.O.M. FACE OF MASONRY R.C.P. REFLECTED CEIUNG PLAN F.O.S. FACE OF STUDS REC. RECESSED F.R.T. FIRE RETARDANT TREATED REV. REVISION GA. GAUGE REVD. REQUIRED GENERAL CONTRACTOR RM. ROOM GYP. GYPSUM R.O. ROUGH OPENING H.C. HOLLOW CORE S.C. SOLID CORE DRAWING INDEX 3 1. FIRE SPRINKLER SYSTEM 2. FIRE ALARM MONITORING SYSTEM By i /--- /� Date: City of Tukwila ET: g IO GPVIBIo PROJECT DIRECTORY 5 DEFERRED SUBMITTALS 2 LEVEL 1 DoaFoR SQUARE NUMBER OF OCCUPANTS REQUIRE RECEIVED APR 16 2008 CORE &SHELL BY U. UNDER SEPERATE PERMIT. PERMIT CENTEF H &M STORE IS A CLOTHING RETAIL STORE LOCATED ON A NEW TWO STORY BUILDING. THE TENANT IMPROVEMENT INCLUDES, BUT NOT UNITED T0: - INTERIOR CONSTRUCTION -SEE DEFERRED SUBMITTALS FOR ADDITIONAL WORK. ID ALT RNAT FOR (N) PARTITION & (N) FURRING GENERAL NOTES 12 RETAIL 30 5,838 195 _.. 2 � 1 "^ DETAIL REFERENCE XX ELEVATION, SECTION REF. STOCKROOM 300 156 1 AX.X DRAWING NUMBER AX.X DRAWING NUMBER `- , �-■ A GRID BUBBLE DATUM POINT OFFICE 100 Q00 00 TOTAL. 198 VE 2 OCCUPANT LOAD FTR SOLE AI NUMBER OF OCCUPANTS EXIT'S XXX DOOR TAG XX WALL TAG SHEATHING AS FOLLOWS: 3/4° F.R.T. PLYWOOD W/ 5 /8r TYPE "Xr GYP. BD. ONLY ZECEWED APR 1 6 2008 b 0 Bak_ 1 2 5 HERMIT CENTER RETAIL 30 16,235 542 3 © KEYNOTE I CT -1 1 FLOOR TAG STOCKROOM 300 1,296 5 I WB -1 I BASE TAG OFFICE 100 987 10 © G.C. REVISION TAG H PT -1 - -]WALL FINISH 18.518 557 SYMBOLS LEGEND I 10 ABBREVIATIONS I 7 SQUARE FOOTAGE BREAKDOWN I 4 SCOPE OF WORK I 1 US159 SOUTHCENTER MALL 867 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 /H\ 03/18/08 A 03/19/08 Scale Drawing No. Drawings and rritlen material appearing herein constitute origina and unpublished Tort of the Architect and may not be duplicated, used or disclosed without written consent of the Architect ©DENNIS HEATH ARCHITECT -2001 QAQC No. Dote Issue REGISTERED RCHITECT DENNIS MICHAEL HEATH STATE OF WASHINGTON Dennis Heath, Architect 2470 Mariner Square loop Alameda, CA 94501 02/06/08 DESIGN DEVELOPMENT 03/07/08 PERMIT, LANDLORD, BID Project No. 43328 DraunRy: M.TSANG ADDENDUM A ELECTRICAL COMMENTS ADDENDUM B LL COMMENTS / ARCH CLARIFICATION AS NOTED R : \H &M \H&M_SauthcenterMall \Drawings \CD \US159.J100.dwg COVER SHEET A0.0 GEaIERAL MITE'S 1. ALL WORK IS TO CONFORM TO All APPLICABLE CODES AND REGULATIONS. 2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS AND APPROVALS PRIOR TO THE COMMENCEMENT OF WORK. 3. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED INSPECTIONS AND CERTIFICATES. 4. THE CONTRACTOR WILL BECOME FAMILIAR WITH EXISTING CONDITIONS AND SHALL VERIFY EXISTING FIELD CONDR1ONS IN THE FIELD PRIOR TO COMMENCEMENT OF WORK. AND SHALL REPORT ANY DISCREPANCIES BETWEEN THE DRAWINGS AND FIELD CONDITIONS TO THE ARCHITECT. 5. FOR GENERAL CONDITIONS REFER TO AIA DOCUMENT A201 1997. 6. ALL WORK IS TO BE WARRANTED FOR A PERIOD OF NO LESS THAN ONE YEAR. 7. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH REQUIREMENTS OF LOCAL AUTHORITIES AND BUILDING MANANGEMENT. 8. ALL ELECTRICIANS AND PLUMBERS INVOLVED IN THE WORK ARE TO BE LICENSED. 9. ELECTRICAL WORK SHALL BE FILED SEPARATELY BY THE ELECTRICAL SUBCONTRACTOR. 10. DEMOLITION IS TO BE PERFORMED IN AN ORDERLY MANNER, PER THE RESTRICTIONS, REGULATIONS AND HOURS SET BY THE BUILDING MANAGEMENT. DEBRIS IS TO BE DISCARDED OFF SITE IN A PROPER MANNER AND NOT ALLOWED TO ACCUMULATE IN THE WORK AREA. 11. DIMENSIONS GIVEN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. 12. THE CONTRACTOR SHALL LAYOUT HIS OR HER OWN WORK, AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES (PLUMBING, ELECTRICAL, ETC.) 13. ALL CONTRACTORS MUST BE APPROVED BY BUILDING MANAGEMENT AND ALL CONTRACTORS TO COMPLY WITH MANAGEMENT CONSTRUCTION STANDARDS AND BUILDING RULES. CONTRACTORS TO USE UNION LABOR WHERE REQUIRED. 1) PROPOSED WORK TO COMPLY WITH APPLICABLE REQUIREMENTS OF LOCAL BUILDING CODES FOR HANDICAPPED ACCESS. 2) PROPOSED RESTROOMS TO COMPLY WITH THE APPLICABLE REQUIREMENTS OF LOCAL BUILDING CODES FOR HANDICAPPED ACCESS. a. FIXTURES TO BE PROVIDED WITH REQUIRED CLEAR FLOOR SPACE AS PER THE REQUIREMENT OF LOCAL BUILDING CODES. NEW FIXTURE TO BE SUBJECT TO THE REQUIREMENTS OF LOCAL BUILDING CODES CONCERNING DIMENSIONS AND ADAPTABILITY, AS SHOWN IN ATTACHED DETAILS. 3) CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHOULD NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST, AS PER LOCAL BUILDING CODES. 4) ACCESIBLE ROUTES TO BE PROVIDED, PROVIDING A MINIMUM OF 36 INCHES OF WIDTH AT DOORWAYS, AS PER LOCAL BUILDING CODES. 5) EMERGENCY WARNING SYSTEMS SHALL INCLUDE BOTH AUDIBLE AND VISUAL ALARMS AS PER LOCAL BUILDING CODE RESPECTIVELY. 6) PROPOSED STORAGE FACILITIES SUCH AS CABINETS, SHELVES, CLOSETS, AND DRAWERS SHALL COMPLY WITH APPLICABLE REQUIREMENTS OF LOCAL BUILDING CODES. a. CLEAR FLOOR SPACE OF A MINIMUM OF 30 INCHES BY 48 INCHES SHALL BE PROVIDED FOR APPROACH TO ALL STORAGE FACILITIES. b. STORAGE SPACES SHALL COMPLY WITH AT LEAST ONE OF THE REACH RANGES SPECIFIED BY LOCAL BUILDING CODES. CLONES RODS SHALL BE A MAXIMUM OF 54 INCHES OFF THE FLOOR. c. HARDWARE FOR STORAGE FACILITIES SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE VISIT. 1121BI SAFELY PLAN 1) GENERAL ALL WORK TO BE DONE IN ACCORDANCE WITH THE LOCAL BUILDING CODES AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. 2) STRUCTURAL a. CONTRACTORS TO PROVIDE ADEQUATE TEMPORARY BRACING AND SHORING WHEREVER ANY STRUCTURAL WORK IS INVOLVED. b. ALL DEMOLITION OPERATION, REPAIR OPERATION, AND ALTERATION OPERATIONS TO BE DONE IN ACCORDANCE WITH THE LOCAL BUILDING CODES. 3) MEANS OF EGRESS: ALL EXISTING MEANS OF EGRESS FOR TENANTS OF THE BUILDING TO BE MAINTAINED CLEAR AND FREE OF ALL OBSTRUCTIONS, SUCH AS BUILDING MATERIALS, TOOLS, ETC. 4) FIRE SAFETY: FOR ALL BUILDING MATERIALS STORED AT CONSTRUCTION AREA, AND /OR BY GENERAL CONTRACTOR: a b. C. d. e. f. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION. ALL FLAMMABLE MATERIALS TO BE KEPT AWAY FROM HEAT. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN AN ADEQUATELY VENTILATED SPACE. ALL ELECTRICAL POWER TO BE SHUTOFF WHERE THERE AREA EXPOSED CONDUITS. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. CONTRACTOR, AT ALL TIMES, TO MAKE SURE THERE ARE NO LEAKS OF NATURAL GAS IN BUILDING, OR ANY FLAMMABLE GAS USED IN CONSTRUCTION. 5) DUST CONTROL a. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM, AND BE CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. b. CONTRACTOR TO ISOLATE CONSTRUCTION AREA OCCUPIED BUILDING AREAS BY MEANS OF TEMPORARY PARTITIONS OR HEAVY WEIGHT DROP CLOTHS. c. DEBRIS, DIRT AND DUST TO BE CLEANED UP AND CLEARED FROM BUILDING PERIODICALLY TO AVOID ANY EXCESSIVE ACCUMULATION. 6) NOISE AFTER HOURS: a. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8 A.M. TO 5 P.M. MONDAY THROUGH FRIDAYS, EXCEPT LEGAL HOLIDAYS UNLESS OTHERWISE PERMITTED. b. CONTRACTOR TO OBTAIN THE WRITTEN CONSENT OF ALL PARTIES AFFECTED BY HIS WORKING DURING OTHER THAN REGULAR HOURS. GENERAL NOTES 1 "" 1 DETAIL REFERENCE AX.i DRAWING NUMBER A GRID BUBBLE DOOR TAG KEYNOTE REVISION TAG SYMBOLS LEGEND ELEVATION, SECTION REF. AX .X DRAWING NUMBER DATUM POINT U WALL TAG FLOOR TAG BASE TAG E PT -1 I WALL FINISH I WB -1 I 12 10 BUILDING CODE: MECHANICAL CODE: PLUMBING CODE: ELECTRICAL CODE: ENERGY CODE: FIRE CODE ACCESSIBILITY CODE: AMENDMENT: BUILDING DATA: BUILDING CONSTRUCTION TYPE: OCCUPANCY USE: QUANTITY OF EXITS REQUIRED: SEISMIC ZONE: SPRINKLER SYSTEM: CODE SYNOPSIS BLDG. BLKG. B.O. B.O.H. CLG. CL CLR. COL CONC. CONT. Cm. DBL DLA. DIM. DN. DWG. (E) EL ELEC. EQ. EQUIP. EXT. F.D. FIN. FLR. FLASH. FLUOR. F.O.F. F.O.M. F.O.S. F.R.T. GA. G.C. GYP. H.C. arl F 5 kf 5 a r r � $1,00r#021 IA 1 .56thLn a f�2 o 52oo2 r da r�ssY 3a; VICINITY MAP { 3 iaryi. fr � ry � •f 4 2. YAM M 9 2:8:'s'`` be t? 1 0k: LOP �.f ACOUS. ACOUSTICAL ADJ. ADJUSTABLE A.F.F. ABOVE FINISHED FLOOR ALUM. ALUMINUM ALT. ALTERNATE APPROX. APPROXIMATE BD. BOARD BUILDING BLOCKING BOTTOM OF BACK OF HOUSE CEILING CLOSET CLEAR COLUMN CONCRETE CONTINUOUS CENTER DOUBLE DIAMETER DIMENSION DOWN DRAWING EXISTING EACH ELEVATION ELECTRICAL EQUAL EQUIPMENT EXTERIOR FLOAT DIMENSION FINISH FLOOR FLASHING FLUORESCENT FACE OF FINISH FACE OF MASONRY FACE OF STUDS FIRE RETARDANT TREATED GAUGE GENERAL CONTRACTOR GYPSUM HOLLOW CORE ABBREVIATIONS fr A r N 9 if /V A II -B MERCANTILE LEVEL 1: 2 D YES OPNG. OPP. P. LAM. PLYWD. PR. P.T. R.C.P. REC. REV. REVD. RM. R.O. S.C. S.t 2 SOUTHCENTER MALL 867 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 CODE INFORMATION / EDR1ON INTERNATIONAL BUILDING CODE / 2006 WITH WASHINGTOM AMENDMENTS INTERNATIONAL MECHANICAL CODE / 2006 WITH WASHINGTOM AMENDMENTS UNIFORM PLUMBING CODE / 2006 WITH WASHINGTOM AMENDMENTS NATIONAL ELECTRICAL CODE / 2005 WASHINGTON STATE ENERGY CODE / 2006 INTERNATIONAL FIRE CODE / 2006 WITH WASHINGTON AMENDMENTS ICC/ ANSI/ 2003 LEVEL 2: 3 of • 15.4m St S 453rd. St / 6 f l{p lff /f ry Y•v��� HDCP. HANDICAP HDW. HARDWARE HT. HEIGHT HORIZ. HORIZONTAL HR. HOUR IN. INCH INSUL INSULATION INT. INTERIOR JAN. JANITOR JST. JOIST JT. JOINT LAM. LAMINATE LAV. LAVATORY UN. LINEAR LL LANDLORD LT. LIGHT MAX. MAXIMUM MECH. MECHANICAL MFR. MANUFACTURER MIN. MINIMUM MISC. MISCELLANEOUS MTD. MOUNTED MTL METAL ( N N )A N N/ NOT APPLICABLE N.I.C. NOT IN CONTRACT NO. or # NUMBER N.T.S. NOT TO SCALE O.C. ON CENTER O.F.I. OWNER FURNISHED ITEM OPENING OPPOSITE PLASTIC LAMINATE PLYWOOD PAIR PRESSURE TREATED REFLECTED CEILING PLAN RECESSED REVISION REQUIRED ROOM ROUGH OPENING SOLID CORE 81wk Or 13Is r £1'd H &M 867 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 S?randin Wid Tmck - }.21/n Fn . mwe r.4313Vm 2a 7 • wag r 7mc;; Ga SCHED. SCHEDULE SIM. SIMILAR SPEC. SPECIFICATION SQ. FT. SQUARE FEET S.S. STAINLESS STEEL S.S.D. SEE STRUCTURAL DRAWINGS STD. STANDARD STL STEEL STRL STRUCTURAL SUSP. SUSPENDED TEMP. TEMPERED THK. THICK T.O.C. TOP OF CONCRETE T.V. TENANT VENDOR TYP. TYPICAL U.O.N. UNLESS OTHERWISE NOTED VERT. VERTICAL V.I.F. VERIFY IN FIELD W.C. WATER CLOSET WD. WOOD W/ WITH W/O WITHOUT PROJECT DIRECTORY LEVEL 1 RETAIL STOCKROOM OFFICE TOTAL LANDLORD: WESTFIELD CORPORATION, INC. 11601 WILSHIRE BLVD., 14TH FLOOR LOS ANGELES, CA 90025 TEL: (310) 893 -4761 FAX: (000) 000 -0000 CONTACT: JOSHUA KIMMEL EMAIL: ikimmel us.westfield.com TENANT: H &M, HENNES & MAURITZ, LP 8570 WEST SUNSET BOULEVARD, SUITE 6.2 WEST HOLLYWOOD, CA 90069 TEL: (646) 732 -2557 FAX: (310) 657 -4153 CONTACT: PETER TSANACAS EMAIL: peter.tsanacasOhm.com ARCHITECT: MBH ARCHITECTS 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL: (510) 865 -8663 FAX: (510) 865 -1611 CONTACT: ANA LOPEZ EMAIL: ana ®mbharch.com MP THORSON BAKER & ASSOCIATES, INC. ENGINEER: 3030 WEST STREETSBORO ROAD RICHFIELD, OHIO 44286 TEL (330) 659 -6688 FAX: (330) 659 -6675 CONTACT: ANN MARIE ROTUNDA EMAIL: arotunda®thorsonbaker.com ELECTRICAL THORSON BABER & ASSOCIATES, INC. ENGINEER: 3030 WEST STREETSBORO ROAD RICHFIELD, OHIO 44286 TEL (330) 659 -7799 FAX: (330) 659 -6675 CONTACT: BRYAN MELVIN EMAIL: bmelvin @thorsonbaker.com BUILDING CITY OF TUKWI LA, DEPARTMENT OF COMMUNITY DEVELOPMENT DEPARTMENT: 6300 SOUTHCENTER BOULEVARD, #100 TUKWILA, WASHINGTON 98188 TEL: (206) 431 -3678 FAX: (206) 431 -3665 CONTACT: DAVE LARSON EMAIL: DLARSON CI.TUKWILA.WA.US FIRE TUKWILA FIRE DEPARTMENT HEADQUARTERS, STATION 51 DEPARTMENT: 444 ANDOVER PARK EAST TUKWILA, WASHINGTON 98188 TEL: (206) 575 -4407 FAX: (206) 575 -4439 CONTACT: AL METZLER EMAIL: AMETZLER ®CI.TUKWILA.WA.US LEVEL 2 RETAIL STOCKROOM OFFICE TOTAL (� �-C 1 Slvve -Fmvtt p.c to Rot o nn nl e{t.14 �u. ryovi - cil cn haw e � w�u. nod aw cl9 ht dviinrd h a,n e/th , (7 aMd d Vwt06 h -b t use+ 5 am 5w)dvM 0-d +1 O nk1 / 14) ► ln , NJ. aLeft. (Ih pukEuMecf 514)74ikrovl. OOCUPMR LOAD FACTOR 30 300 100 OCCUPANTi LOAD FACTOR 30 300 100 )0S 4 FOOTAGE 5,838 156 000 5,994 SQUARE FOOTAGE 16,235 1,296 987 18,518 SQUARE FOOTAGE BREAKDOWN NUMBER OF OCCUPANTS 195 1 00 196 NUMBER OF OCCUPANTS 542 5 10 557 SEPARATE PERMIT AND / nPROVAL REQUIRED 2 Dms 3 ARCHITECTURAL A0.0 COVER SHEET A0.1 SITE PLAN A0.2 RESPONSIBILITY SCHEDULE A0.3 DOOR SCHEDULE AND DETAILS A2.0 CONSTRUCTION PLAN - GROUND LEVEL A2.1 a CONSTRUCTION PLAN - SECOND LEVEL A A2.1 b CONSTRUCTION PLAN - SECOND LEVEL B A2.2a ENLARGED PLANS A2.2b ENLARGED PLANS A2.3 FINISH / FIXTURE PLAN - GROUND LEVEL A2.4a FINISH / FIXTURE PLAN - SECOND LEVEL A A2.4b FINISH / FIXTURE PLAN -- SECOND LEVEL B A3.1 REFLECTED CEIUNG PLAN - GROUND LEVEL A3.2a REFLECTED CEIUNG PLAN - SECOND LEVEL A A3.2b REFLECTED CEIUNG PLAN - SECOND LEVEL B A4.Oa BUILDING SECTION A4.Ob BUILDING SECTION A5.Oa STOREFRONT PLAN AND ELEVATION - GROUND LEVEL A5.Ob STOREFRONT PLAN AND ELEVATION - SECOND LEVEL A5.Oc STOREFRONT PLAN AND ELEVATION - SECOND LEVEL A5.1 STOREFRONT SECTIONS - GROUND LEVEL A5.1 b STOREFRONT SECTIONS - SECOND LEVEL A5.2 STOREFRONT DETAILS A5.4 STOREFRONT BARRICADE AND SIGN DETAILS A6.0 PARTITION DETAILS A6.1 a CEILING DETAILS A6.1 b CEIUNG DETAILS A6.2 FLOOR DETAILS A6.3 RESTROOM DETAILS AND ACCESSIBILITY COMPLIANCE A6.4 FITTING / STOCK ROOM DETAILS A6.5 MISCELLANEOUS DETAILS A7.Oa FIXTURE DETAILS A7.Ob FIXTURE DETAILS A8.0 MILLWORK / ELEVATIONS AND SECTIONS SP.1 SPECIFICATIONS SP.2 SPECIFICATIONS SP.3 SPECIFICATIONS SP.4 SPECIFICATIONS SP.5 SPECIFICATIONS MECHANICAL / PLUMBING / ELECTRICAL M2.1 GROUND LEVEL HVAC PLAN M2.2A SECOND LEVEL A HVAC PLAN M2.2B SECOND LEVEL B HVAC PLAN M2.3 HVAC SCHEDULES AND DETAILS M3.1 SECOND LEVEL B PLUMBING PLAN M4.1 MECHANICAL SPECIFICATIONS M4.2 MECHANICAL SPECIFICATIONS E0.1 E0.2 E0.3 E0.4 E2.1 E2.2A E2.2B E2.3 E2.4A E3.1 E3.2A E3.2B E3.3 E3.4A E3.4B E3.5 E3.6A E3.6B E3.7 ELECTRICAL LEGENDS AND SCHEDULES PANEL SCHEDULES & NOTES TRAK PAK PANEL SCHEDULES AND ONE -UNE FIRE ALARM SYSTEM, NOTES AND DETAILS GROUND LEVEL GENERAL UGH PLAN SECOND LEVEL A GENERAL LIGHTING PLAN SECOND LEVEL B GENERAL LIGHTING PLAN GROUND LEVEL TRACK LIGHTING PLAN SECOND LEVEL A TRACK LIGHTING PLAN GROUND LEVEL POWER PLAN SECOND LEVEL A POWER PLAN SECOND LEVEL B POWER PLAN GROUND LEVEL AUDIO PLAN SECOND LEVEL A AUDIO PLAN SECOND LEVEL B AUDIO PLAN GROUND LEVEL SECURITY PLAN SECOND LEVEL A SECURITY PLAN SECOND LEVEL B SECURITY PLAN GROUND LEVEL FIRE ALARM PLAN E3.8A SECOND LEVEL A FIRE ALARM PLAN E3.8B SECOND LEVEL B FIRE ALARM PLAN E4.1 ELECTRICAL DETAILS & ENLARGED PLANS £4.2 POWERUNK & SEISMIC DETAILS E5.1 ELECTRICAL SPECIFICATIONS E5.2 ELECTRICAL SPECIFICATIONS E5.3 ELECTRICAL SPECIFICATIONS DRAWING INDEX 1. FIRE SPRINKLER SYSTEM 2. FIRE ALARM MONITORING SYSTEM DEFERRED SUBMITTALS CORE & SHELL BY LL UNDER SEPERATE PERMIT. H &M STORE IS A CLOTHING RETAIL STORE LOCATED ON A NEW TWO STORY BUILDING. THE TENANT IMPROVEMENT INCLUDES, BUT NOT LIMITED TO: - INTERIOR CONSTRUCTION - SEE DEFERRED SUBMITTALS FOR ADDITIONAL WORK. BID ALTERNATE: G.C. TO PROVIDE BID ALTERNATE FOR (N) PARTITION & (N) FURRING SHEATHING AS FOLLOWS: 3/4" F.R.T. PLYWOOD W/ 5/8" TYPE 'X' GYP. BD. ONLY SCOPE OF WORK DIAGRAM 2 -A 2 -B REVIEWED CODE C OMPUANCE APPROVED MAR 2.1 2008 City Of Tutuila B I IN, DIVISI!N SEPARATE PERMIT REQUIRED FOR: 4 Mechanical :TJ Electrical Plumbing Gas s Piping City of Tukwila BUILDIrjG DIVISION FILE COPY Permit No. • Plat review approved Is alibied to erroIS and oynlss Approval of docurnents does not autho the violation of any adopted code or ordinance, of approved Field . : is Date: City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. i RECEIVED MAR 1 12008 PERMIT CEN T Eh to8125 US159 SOUTHCENTER MALL 867 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 DH ()ravings and urittel material appearing herein constitete origin end unpublished fart of Ike Architect end Eel not he deplicated, used or disclosed rithout fritter' consent of the Architect ©DENNIS HEATH ARCHITECT -2007 tQC o. Date Issue • 02/06/08 DESIGN DEVELOPMENT 03/07/08 PERMIT, LANDLORD, BID Project No. Scale DravnBy: Droving No. REGISTERED ARCHITECT DENNIS MICHAEL HEATH STATE OF WASHINGTON a216 Dennis Heath, Architect 2410 Mariner Square loop Alameda, CA 94501 43328 AS NOTED M.TSANG C:\ Temp \ACPublish_3472 \US159_A00.dwg COVER SHEET A0.0 H&M 867 SOUTHCENTER MALI. TUKWILA, WASHINGTON 98188 SETBACK/PROPERTY UNE SITE PLAN 35" ' I '3, ,f - ,, • „ . . • . - / ' „.• „.• . 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'' • 3.. .." • ..3:••••• '.17:710EPIED MAR 1 1 2008 IPERMiT ,3 :57 . ...... , : .53/ 3., : " 1 5 ... .. 5 ; .... ..... .. .... ... .. ... 3 . 3 .3.33 3 .33 . = ............. ............ ..... .. ..... . e3,55,3=55553=#f5=3: :53 5 f=80'-0' DII 5 1 Irovings Ind Otter' material appearill hereil constitate origioal and onpiblisled fork of the Architect and may not le duplicated, used or disclosed lithont vrittee consent of the Architect C)DENNIS HEATH ARCHITECT-2007 0ALIC US159 SOUTHCENTER MALL No. Date 867 SOUTHCENTER MALL TUKWILA WASHINGTON 98188 02/06/08 DESIGN DEVELOPMENT 03/07/08 PERMIT, LANDLORD, BID Project No. Scale DrainBy: R\ \liErIA_SouthcenterMal \ Drawings \CD \ US159_A01.cvg Droving No. REGISTERED ARCHITEC7 DENNIS MICHAEL HEATH STATE OF WASHINGTON 6216 Issue Dennis Heath, Architect 2410 Oariner Square loop Alameda, CA 94501 43328 AS NOTED M TSANG SITE PLAN A0.1 STUDS PER WALL TYPE SEE WALL TYPE FOR # OF LAYERS DOOR JAMB 2 X NON. COMB. NAILER HEAD /JAMB AT FITTING ROOM DOOR DOOR TYPES PTO. SOLID CORE WOOD DOOR " GLASS DOOR AT DISPLAY WINDOW VARIES TYPE "E" VARIES PTD. MILLWORK WOOD DOOR ALIGN F.O. GATE TO F.O. PLATFORM DISPLAY PLATFORM 1/2" CLEAR TEMPERED STARPHIRE GLASS DOOR, MOUNTED ON T.O. PLATFORM WALL MOUNTED HINGE, SEE DOOR SCHEDULE ,,VARIES, /> TYPE r En 1- 1/2'4-0 \ U T PE B' 11 HEAD /JAMB AT HM DOOR TYPE "G" C HEAD (A) JAW PTD. HOLLOW METAL DOOR STUDS PER WALL TYPE SEE WALL TYPE FOR # OF LAYERS CAULK JOINT (1w.) KNOCKDOWN PTD. MTL FRAME U.N.O. 1 3/4" PTD. H.M. DOOR STUDS PER WALL TYPE S.S. KICK PLATE PER DOOR HARDWARE SEE WALL TYPE FOR I OF LAYERS PTD. SOLID WOOD DOOR FRAME PTD. WOOD DOOR PTD. MILLWORK WOOD DOOR 3/4" PAINTED MOF PLATFORM HEAD/SILL/JAMB AT CONCEALED DOOR DETAIL' }vrn� $ 3' -0" TYPE "C" 1/2* PAINTED MDF SOSS CONCEALED HINGES SOSS CONCEALED HINGES 5/8" PTD. GYP. BD a 0 1• 1/2' : r TYPE H" PTD. HOLLOW METAL DOOR GLASS OPENING VARIES S.S. KICK PLATE PER DOOR HARDWARE TYPE D TYPE "J" H per-IT PTD. MILLWORK WOOD DOORS DOOR HANDLE PTD. SOLID WOOD JAMB MAGNETIC TOUCH LATCH V4 =1'-O" DOOR LEVEL 101 102 ENTRY 103 I CLOSET EXIT I 104 105 HC FITTING ROOM 106 -109 FElliNG ROOM LEVEL 2 201 202 ENTRY 203 1 DISPLAY 204 205 206 207 208 DLR II w 209 .............i M 3' -0" X 7,--0" X 1 ry 3/4 " 210 I BACK OF HOUSE C 4' - 0" X 7' -0" X 1 3/4" 211 e ; , r..........;._...�.. 3' -0' X 7'- X 1 213 214 215 216 EXRI CORRIDOR 1 WOMINS -RESTROOM- MIN'S RESTROOM 217 PROCESSING 218 HC FITTING ROOM H 1 3' -0" X 5' - 6" X 1 3/4' 219 -2301 FITTING ROOM G 1 2' -6" X 4' 4" X 1 3/4" 231 / �..,.�_._...,. 3 -0 X 7-0 232 1 PODIUM J 3' -9" X 3' -6" X 1/2" GLASS SET f LOCATION I ENTRY ENTRY ADMINISTRATION EXIT III ELEC. ROOM NOTES - DIMENSIONS ON DOOR SCHEDULE SHOWS CLEAR OPENING REQUIRED. CONTRACTOR TO DETERMINE ROUGH OPENING DIMENSIONS. - ALL LOCKS TO HAVE 'BEST' INTERCHANGABLE CORES. - EXISTING DOORS TO REMAIN, NEW HARDWARE PER SCHEDULE, COORDINATE OUTSIDE FINISH AND SIGNAGE WITH ON -SIZE LANDLORD TENANT COORDINATOR. DOOR SCHEDULE 3 j CONCEALED DOOR ' EXIT DOOR E W/ PANIC BAR 7 BACK OF HOUSE 1 5 PROCESSING !JANITOR DISPLAY STORAGE [LOUNGE ROOM ELEC. ROOM A LAN 10 RESTROOM 11 ? FITTING ROOM 12 DISPLAY DISPLAY C " 3O' X 6' -6" X 1 3/4" C 3' -0" X 7-0" X 1 3/4" H 3' -0" X 5' -6" X 1 3/4' G ; 2' -6" X 4' -6" X 1 3/4" B J 1 3' -9' X 3' -6" X 1/2' J ? 3' -9" X 3' -6" X 1/2' GLASS - SS Cd 4' -0" X 7' -O" X 1 3/4" HM i MTL C 1 r 4' -O' X 7' -0" X 1 ~ 3/4 " HM MTh L S-0" C " /" C 13' -0" X 7' -0" X 1 3/4' E C I 3' - O" X 7' -0" X 1 3/4" 4' -0" XT-0" X 1 3/4" C 3' -0' X 7'-O" X 1 3/4" C f 4' -O" X 7'-O" X 1 3/4" HM i MTL HM WD ; HM WD EXISTING i EXISTING J 3' -9" X 3' - 6' X 1/2" QTY. DESCRFfION { 3 X 7' -0" X 1 3/4" 3' -0" X 7' -0" X 1 3/4" OVERPANEL TOP PATCH Ffff NG BOTTOM DOOR RAIL DOOR HANDLES DOOR STOP MAGNETIC LATCH HIN CLOSER PANIC BAR SILENCER SET SEALS SWEEP LOCKSET CLOSER HINGE HINGE LOCKS CLOS SIZE DOOR STOP KICK PLATE SILENCERS HINGE KICK PLA ... CL65 VI ADMYN /SEC) HINGE COOED LOCKS SILENICFA 3 f HINGE i f P"USW PULL S 1 € 6OOR 2 ( P .. CLOSI SILEtCI HARDWARE SCHEDULE HIN LOCK HM _ ..._ ....� � WD 12/A0.3 HM GLASS i - SS - 11/A0.3 i - 12 _ / A0. 3 ........ .... 45 4 ALARMED EGRESS, PANIC 2/A6.2 y 9/A0.3 45 4 ALARMED EGRESS, PANIC* 2/A6.2 9/A0.3 45 s 10 Mn- € 9/A0.3 2/A6.2 £ 9/A0.3 I 45 10 F, , HM £ MTL _ _ MTL I 9/A0.3 3A/36.2 9/A0.3 1 HR. 4 ALARMED EGRESS, PANIC HM ._..� i ry 9/A0.3 - 9/AO.3 i ._ w j 7 i _ r HM MTL Mil f 9/A0.3 • 2/A6.2 9/A0.3 HM MTL HM r MTL � E HM - .. M1L 9/AO.3 - 9/A0.3 HM MIL MTL € 9/AO.3 - . 9/AO.3 HM HM HM GLASS h .. MANUFACTURES DORMA PT-20 i 113 DQRMA OGRO TG 9357 r PT-70 0058 LCN VON DUPRIN OR PRECISION GLYNN - JOHNSON PEMKO PEMKO PEMKO • BURNS LCN GLYNN- JOHNSON STANLEY CLYNN -JOH STANLEY A i IVES U ANLEY R MATERIALS LEY S ANLEY STANLEY WD JO 14 CLYNN- JOHNSON S GLYNN- JOHNSON STANLEY I ROCKWOOD GLYNN JOHNSON 55 M11 MTL 6/A5.2 6LA5.2 5/A5.2 12/A5.2 f ; I... 9/A0.3 2/A6.2 9/A0.3 9/A0.3 3B/A6.2 ) 9/A0.3 WD 12/AO.3 MTL s 9/A0.3 MTL I 9/A0.3 MTL 9/A0.3 $ MIL _ II TL 1 9/A0.3 MTL MTL ! 9/A0.3 MTL 1 MTL I 9/A0.3 WD 1 12/AO.3 WD ; 12/A0.3 EXISTING 1 -- SS SS f s _ ESTIMATED AT 1 -1/2" PAIR HINGES AND LOCKSET WITH JAMB STRIKE - US26D ..........s_.. "DOOR STOP ivES WALL MTD. PIVOT HINGE GENEVA PT-30 327 4041H 99-SERIES OR FL2100 -S 64 305 CR 305 CR F'S 73KC- 7 -R -15D } F513 179 .4' 4041H SR64 FBB179 f I) i: I s cr�c s=� ui0o FBB179 if .r,T, y ' • 'r1 T, .11T ■/.1. , " •, •7 . , T1 -1 ■ 1 () •1111 1 5/A5.2 ' 12/A5.2 H - 11/A0.3 E 12/A0.3 _ E _ - E 11/A0.3 r ws402CCV GENO 037 H FBB179 : „ 73KC -7 -R -150 SR64 FBB179 JAMB 12/AO.3 ' r - 12/AO.3 9/A0.3 9/A0.3 12/A0.3 TES FWE 11/1R BONG s 04.01 U AL 626 AL O2G E 6 3A/A6,2 9/A0.3 I 1 HR. 4 I ALARMED EGRESS, PANIC 12 a 11/A0.3- € 12 E 9 FLOOR MOUNTED DOOR STOP 03.282 03.251 USAD US26D US26D US32D US26D 626 US3 2D US26D US26D 73KC- 7 -R -15D 4.0 CUSH 124 ; ... SD f 7 BL (I i H U 32D 4T SR64 US26D 7 11 : O.F.I. 11 O.F.I. - - (E) BY LANDLORD ALARMED EGRESS, PANIC* REMARKS US26D U$2 60 US26D t(ss S26D . US26D US260 USS BRUSHED STAINLESS STE& USN ("D S`f ' SEE 0b d25 NOTES 4 r -0" • LONG i 43 -POOL AT DOOR 11145 AT FIRE RATED ZEXTERIOR DOORS i AT ARE RCIEDEXTERIOR DOORS 7 AT FIRE RATED /EXTERIOR DOORS 4 UPPLED H &M 1 � f MAY ILIk '. .! , OMB may. - Tukw is • IYV f H ic a 3 .RE COVE 4 i ..._ .PR 1 t i 1111 P ER t Rr US159 SOUTHCENTER MALL 867 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 DH Drawings and written material sppeerieg bereiw mutilate origins and unpublished work of the Architect and may not be duplicated, used or disclosed Wheel writtew consent of the Architect ©DENNIS HEATH ARCHITECT -2007 QAQC No. Dote Issue 03/19/08 Project No. 43328 Scale DrawnBy: R: \H &M \H&M_SouthcenterMall \ Drawings \CD \US1591103.dwg b2 E6 REGISTERED ARCHITECT DENNIS MICHAEL HEATH STATE OF WASHINGTON Dennis Heath, Architect 2410 Mariner Square Loop Alameda, CA 94501 02/06/08 DESIGN DEVELOPMENT 03/07/08 PERMIT, LANDLORD, BID AS NOTED M .TSANG Drawing No. DOOR SCHEDULE AND DETAILS ADDENDUM B 11 COMMENTS / ARCH CLARIFICATION A0.3 SALES AREA 5,215 SF NMI ._ In • (E) ADJACENT TENANT N.I.C. (E) MALL CONCOURSE w.c. (E) LEASE UNE TO LEASE UNE E ESCALATOR DASHED UNE INDICATES EXTENT OF ESCALATOR ABOVE N.I.C. (E) ADJACENT TENANT N.I.C. N.I.C. r (E) ELEC. PANEL (E) ELEVATOR 29' -1 1/2* (E) LEASE UNE TO LEASE UNE CONSTRUCTION PLAN - GROUND LEVEL 60 —6" 31' -5" (E) LEASE UNE TO LEASE UNE z UNE OF (E) PEDESTRIAN BRIDGE ABOVE tri H (E) ESCALATOR, INSTALLED AND ELEVATOR, AND ELEVATOR ROOM ARE FURNISHED, PERMITTED BY LANDLORD UNDER SEPARATE PERMIT. BID ALTERNATE: & (N) FURRING 5/8" TYPE "X" • G.C. TO PROVIDE BID ALTERNATE FOR (N) PARTITION SHEATHING AS FOLLOW: 3/4" F.R.T. PLYWOOD W/ GYP. BD. ONLY N f 1/8°4-0° 1 f G.C. TO V.I.F. AU. (E) DIMENSIONS AND REPORT ANY DISCREPANCIES TO ARCHITECT AND OWNER BEFORE COMMENCING CONSTRUCTION. 2. ALL DIMENSIONS TO BE COORDINATED IN THE FIELD WITH H&M AND ARE SUBJECT TO (E) CONDRIONS. DIMENSIONS MARKED AS EQUAL (EQ) APPLY ONLY WITHIN A GIVEN STRING OF DIMENSIONS UNLESS OTHERWISE MARKED. 3. ALL H &M SUPPLIED FIXTURE LOCATIONS AND DIMENSIONS TO BE VERIFIED WITH H&M PRIOR TO CONSTRUCTION AND INSTALLATION. 4. G.C. TO VERIFY ALL DIMENSIONS OF MILLWORK, FIXTURES, AND FITTING ROOMS WITH H&M PRIOR TO LAYOUT. 5. DIMENSIONS ARE TO FACE OF GYP. BD. UNLESS OTHERWISE NOTED. DO NOT SCALE THESE DRAWINGS. USE WRITTEN DIMENSIONS ONLY. SUBMIT TO ARCHITECT ANY DISCREPANCIES FOR CLARIFICATION. 6. ALL PLYWOOD BACKING /BLOCKING IS F.R.T. G.C. IS RESPONSIBLE FOR SUPPLYING AU. BACKING AND BLOCKING AT ALL WALL AND CEILING HUNG FIXTURES REQUIRED BY CODE AND STRUCTURAL NECESSITY. G.C. TO COORDINATE WITH H&M. 7. G.C. TO VERIFY WITH LL THE MAXIMUM DEPTH OF ANY PENETRATIONS OR ANCHORS INTO THE SLAB BEFORE THEY WILL REQUIRE LL APPROVAL G.C. TO PATCH AND PAINT ALL GYP. BD. AND EXPOSED AREAS AT (E) WALL & COLUMNS AND MAINTAIN (E) FIRE RATINGS. 9. ALL FLOOR ELECTRICAL BOXES TO BE INSTALLED FLUSH WITH NEW FLOORINGS AT CASHWRAP AND AT FIXTURES WITH POWER. SHOWN ON ELECTRICAL SHEETS. 10. IT SHALL BE THE SOLE RESPONSIBILITY OF THE G.C. TO TEST MOISTURE CONTENT OF SUB FLOOR PRIOR TO INSTALLATION OF ALL FINISH FLOORING MATERIALS AND TO MAINTAIN PROPER TEMPERATURE AND HUMIDITY LEVELS PER MANUFACTURER'S SPECIFICATIONS. REFER TO 10 /A0.2 FOR LL NOTES 1. 8. 11. CONSTRUCTION NOTES i 3 r° 1 A6�10 (E) 1 —HR WALL AT MALL SERVICE CORRIDOR. G.C. TO PROVIDE 5/8" TYPE "X' GYP. BD. AT TENANT SIDE ONLY. (E) 1 —HR TENANT DEMISING WALL (E) 6" MIL STUDS BY LANDLORD. G.C. TO PROVIDE 5/8" TYPE "X" GYP. BD. AT TENANT SIDE ONLY. GYP. BD. AND RATING TO EXTEND UP TO 6" ABOVE FINISHED CEILING AS DETAILED. 1 —HOUR RATED WALL CONSTRUCTION. 3 -5/8" METAL STUDS W/ 5/8" TYPE "X' GYP. BD. ON BOTH SIDES TO UNDERSIDE OF DECK. 3 -5/8" METAL STUDS W/ 5/8" GYP. BD. ON BOTH SIDES. 5/8" WATER RESISTANT GYP. BD. ON RESTROOM SIDE. IN ALL CEIUNG AREAS, GYP. BD. IS TO EXTEND ABOVE FINISHED CEILING AS DETAILED. 3 -5/8' METAL STUDS W/ 5/8" GYP. BD. W/ 3/4" PLYWD. e AND 5/8" GYP. BD. ON FIXTURE SIDE OF STUDS AND 5/8" GYP. BD. ON OPPOSITE SIDE IF EXPOSED. IN ALL CEILING AREAS, GYP. BD. IS TO SM EXTEND ABOVE FINISHED CEILING AS DETAILED. 3-5/8" METAL STUDS W/ 5/8* GYP. BD. W/ 3/4' PLYWD. AND 5/8" GYP. BD. ON BOTH SIDES OF STUDS. FURRED WALL CONSTRUCTION. 3 -5/8" METAL STUDS W/ 5/8' GYP. BD. W/ 3/4* PLYWD. AND 5/8" GYP. BD. ON EXPOSED SIDE OF STUD ONLY. NON —RATED FITTING ROOM PARTITION TO 8' -0" A.F.F. 2 -1/2" METAL STUDS W/ 5/8* GYP. BD. W/ 3/4" PLYWD. AND 5/8' GYP. BD. ON BOTH SIDES OF STUDS. AT DOOR JAMB WALLS OMIT 3/4* PLYWOOD. G.C. TO VERIFY WALL THICKNESS TO ACCOMMODATE PRE —FAB DOOR JAMB. PLUMBING WALL CONSTRUCTION. 6' METAL STUDS W/ 5/8* WATER RESISTANT GYP. BD. ON EXPOSED SIDE OF STUDS. 2 1/2" METAL STUDS W/ 5/8' GYP. BD. ON BOTH SIDES OF STUDS TO a -0' A.F.F. WALL TO RECEIVE GYP. BD. CAP. SPECIAL MIRROR SM bEga MAXIMUM HEIGHT PERMITTED FOR A STUD WALL WITHOUT USING DIAGONAL BRACING IS 14' -0" A.F.F. BAIT INSULATION USE R -11 SOUND ATTENUATION BATT INSULATION AT ALL OFFICE AND RESTROOM WALLS, U.O.N. PARTITION LEGEND 2 El 6 U El 9 10 m ag m 16 18 19 20 Ea EEi 26 Ea 28 29 30 m Es El LEASE LINE. H& INST G.C., TYP.. SEE DETAIL 1 /A7.Oa HIDDEN WALL PANEL SYSTEM BY H&M, INSTALLED BY G.C., TYP. SEE DETAIL 1 /A7.Ob WALL MTD. DISPLAY FIXTURES, TYP. FLOOR AND CEIUNG MOUNTED DISPLAY FIXTURES, TYP.. SEE DETAIL 3 /A7.Oa FLOATING GYP. BD. CEILING ABOVE SHOWN DASHED. SEE REFLECTED CEIUNG PLAN FOR ADDt1TONAL INFORMATION. CASHWRAP PROVIDED BY H &M, INSTALLED BY G.C. PROVIDE F.R.T. PLYWD. BEHIND CASHWRAP. HANDICAP ACCESSIBLE CASH DESK. (E) ESCALATOR PIT BELOW SPIGOTS ALL FITTING ROOMS FRAMED AND FINISHED BY G.C. DOORS AND HARDWARE SUPPLIED BY H &M, INSTALLED BY G.C. AT ALL FITTING ROOMS WITH SILVER MIRRORS — MIRRORS SUPPLIED AND INSTALLED BY G.C. TO THE FULL WIDTH AND HEIGHT OF LOW RATING ROOM WALLS ABOVE BASE. BRUSHED S.S. AND CLEAR TEMPERED STARPHIRE GLASS GUARD RAIL SURFACE MOUNTED STANDARDS. HI /LOW DRINKING FOUNTAIN. SEE DETAIL 8/A6.3 ALIGN WALL SURFACES AS REQUIRED. WRAP COLUMN TIGHT AS POSSIBLE. SEE 2/A6.5 1/2" CLEAR TEMPERED STOREFRONT GLAZING, TYP. H &M SUPPUED T— STANDS. (E) 4' DRAIN (E) 6" DRAIN (E) BRACING IN WALL. OPEN DISPLAY. PLATFORM AT 5" A.F.F. THROUGHOUT DISPLAY. CONCEALED DUPLEX AT CENTER OF DISPLAY. SEE DETAIL 8/A6.5 CLOSED DISPLAY WINDOW. PLATFORM AT 5' A.F.F. THROUGHOUT DISPLAY. GLASS DOORS TO BE LOCATED ON TOP OF PODIUM. CONCEALED DUPLEX AT CENTER OF DISPLAY. SEE DETAIL 8/A6.5 ILLUMINATED MIRROR AT PROCESSING & CORRIDOR — INSTALL 4'X4"X4' -0' STAINLESS STEEL.; 10 GAUGE STAINLESS STEEL CORNER GUARDS REAR DOOR SIGNAGE: TENANT'S NAME AND SPACE NUMBER INSTALL 2" HIGH, DIE CUT, VANDAL PROOF, WHITE HELVETICA BLOCK STYLE LETTERS ON A RED BACKGROUND MOUNTED 5' -0" ABOVE FINISH FLOOR, CENTERED ON DOOR. G.C. TO ADD DOOR STOP BEHIND DOOR. ILLUMINATE) POP —OUT WALL SYSTEM BY H &M, INSTALL BY G.C. TYP.. SEE DETAIL 2 /A7.Oa DENIM WALL SEE DETAIL 10 /A7.Ob FLOOR & CEIUNG MOUNTED FRAME WALL SEE 2 /A7.Ob, SIM. LOCKERS, SEE DETAIL 3/A8.0 MASONITE PANELS TO 4' -0' A.F.F. SEE DETAIL 7/A6.2 REVIEWED :OR_ CODE COMPLIANCE APPROVED MAY -1 2(108 City Of Tukwila B ILDIN DIMISI!N INSTALL REAR DOOR BUZZER MOUNTED 3' -6" ABOVE FINISH FLOOR INSTALL 4")(4'X4' -0' STAINLESS STEEL, 10 GAUGE STAINLESS STEEL CORNER GUARDS ON OUTSIDE CORNERS OF ALCOVE RECEIVED APR 16 2008 PERMIT CENTEI CONSTRUCTION KEYNOTES i 1 US159 SOUTHCENTER MALL 867 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 REGISTF RED ARCHITECT DENNIS MICHAEL HEATH STATE OF WASHINGTON 6216 DII Dennis Heath, Architect 2410 Mariner Square Loop Alameda, CA 94501 Orarings and rrittee material oppeerieg herein ceeslitate aright] and unpublished lark of the Architect and may eat be drplicated, used ar disclosed rithaut rrittea consent of the Architect ©DENHIS HEATH ARCHITECT -2007 QAQC No. Dote 02/06/08 DESIGN DEVELOPMENT 03/07/08 PERMIT, LANDLORD, BID Bn 03/19/08 Issue Project No. 43328 Scale AS NOTED DrawnBy: M.TSANG ADDENDUM B LL COMMENTS / ARCH CLARIFICATION R \H AAI.16 iLS outheenterMdl \Diawings \CD \US159..A2a.dwg Droving No. CONSTRUCTION PLAN GROUND LEVEL A2.0 a rn O PP— , 39' -8 1/2" 3'-10 1/2" (E) 10' 7 1/2" (E) ESCALATOR N.I.C. FINISH: TBD V.I F. FITTING R • �. 665 SF -- __ —roe -_ ► _►:�,►� ■ ■_■ SALE AREA 15, ;6 SF rn. I 9' -7 1/2* SERVICE `ii ; /;err e! ■■:I El NNW MIM al =I r rr ■ El MO M■M M MM IME 1 1 1 1 1 1 1 III 'II I 111 III III ■ ,► ■► ■■ ■► ■■ ,! ■► ►■ ■■ 111k. ■► ,► ,► ►! :4110- ■ ■�►t4 +t► ►�� ■►..~ Lt::il :II ...— .■— ..- -,■- -■ (E) MALL SERVICE CORRIDOR N.I.C. (E) ELEVATOR N.I.C. (E) ELEVATOR ROOM N.I.C. LANDLORD TO INSTALL ELEVATOR ROOM DOOR AS SHOWN (E) LEASE UNE TO LEASE LINE OF WALL, FIXED FIXTURES & FLOATING CEILING (E) MALL SERVICE CORRIDOR N.I.C. (E) MALL CONCOURSE N.LC. (E) PEDESTRIAN BRIDGE, TYP. (E) LEASE LINE TO LEASE UNE (E) ADJACENT TENANT N.I.C. 1 -H CORRI City Of Tukwila IN DIVISION '1 \ / 122' -11 1/2" (E) LEASE UNE TO LEASE UNE 148' -1 1/2" I T IN - - ...... t;DsH26 (E) ESCALATOR, ELEVATOR AND ELEVATOR ROOM ARE FURNISHED, INSTALLED AND PERMITTED BY LANDLORD UNDER SEPARATE PERMIT BID ALTERNATE: G.C. TO PROVIDE BID ALTERNATE FOR (N) PARTITION & (N) FURRING SHEATHING AS FOLLOW: 3/4" F.R.T. PLYWOOD W/ 5/8" TYPE " X " GYP. BD. ONLY SEE A2.0 FOR CONSTRUCTION KEYNOTES, PARTITION LEGEND AND CONSTRUCTION NOTES La 0 W REVIEWED FOR CODE COMPLIANCE APPROVED MAY - 1 2008 RECOVel APR 16 20Utj PERMIT UEIVTEt-, N CONSTRUCTION PLAN - SECOND LEVEL A US159 SOUTHCENTER MALL 867 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 REGISTERED RCHITECT DENNIS MICHAEL HEATH STATE OF WASHINGTON 6216 DH No. Date Dennis Heath, Architect 2410 Mariner Square loop Alameda, CA 94501 Dreiiegs and erittee materiel eppeerieg hereie constitute oright! and eepeblished cork of the Architect end 107 oat be depliceted, need or disclosed witboat vrittee consent of the Architect ©DENNIS HEATH ARCHITECT -2007 QAQC Issue 02/06/08 DESIGN DEVELOPMENT 03/07/08 PERMIT, LANDLORD, BID �B 03/19/08 ADDENDUM B LL COMMENTS / ARCH CLARIFICATION Project No. 43328 IIIIIIIIIIII Scale AS NOTED DravnBy: M.TSANG R \H&Al\H&:ALSouthcenterMall \Drawings \CD \US159_421 adwg v Droving No. CONSTRUCTION PLAN SECOND LEVEL A A2.la CONSTRUCTION LEVEL - SECOND LEVEL B JANITOR CLOSET WOMEN'S TOILET ROOM 69 SF MEN'S TOILET ROOM ADMIN /SECURITY 151 SF (E) MALL CONCOURSE N.I.C. (E) ADJACENT TENANT N.I.C. MALL SERVICE N.I.C. 51' -4 1/2* (E) LEASE LINE TO LEASE UNE EXTERIOR RRIDOR (E) LEASE UNE TO LEASE UNE II 22 MIN. 1 -HR ORRIDOR — =I 0 • k 0 Nth HALLWAY 423 SF EXIT III 130 SF LOUNGE 206 SF ::l':'s�1a'�i E:,�:W5Yx7.S ;i?%f'SRJ' Fite, wn53 :�,:w.ceSti:�ri ^..•a,'s"w_•.Y::' MANAGE 124 SF PROCESSING • • MIN • • • ACC ACC ACC ACC ACC ACC A[[ A[[ (E) ESCALATOR, ELEVATOR AND ELEVATOR ROOM ARE FURNISHED, INSTALLED AND PERMITTED BY LANDLORD UNDER SEPARATE PERMIT BID ALTERNATE: G.C. TO PROVIDE BID ALTERNATE FOR (N) PARTITION & (N) FURRING SHEATHING AS FOLLOW: 3/4" F.R.T. PLYWOOD W/ 5/8" TYPE "X" GYP. BD. ONLY SEE A2.0 FOR CONSTRUCTION KEYNOTES, PARTITION LEGEND AND CONSTRUCTION NOTES REVIE\NMP CODE COMPLIANCE APPROVED B' MAR 21 2_U City Of Tukwila 6UILIDT6�� ®�`eI�IS�C�� 1/8"4-13" Drawings wad written material appearing herein constitute origin(' old unpublished or of the Architect and nay not be duplicated, used or disclosed without written consent of the Architect ©DENNIS HEATH ARCHITECT -2007 QAQC US159 SOUTHCENTER MALL No. Date 867 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 02/06/08 DESIGN DEVELOPMENT 03/07/08 PERMIT, LANDLORD, BID Project No. Scale DrawnBy: REGISTERED ARCHITECT 6216 DENNIS MICHAEL HEAT! STATE OF WASHINGTON Issue Dennis Heath, Architect 2410 Mariner Square loop Alameda, CA 94501 43328 AS NOTED M.TSANG R: \H &M \H &ALSouthcenterMoll \Drawings \CD \US159.121 b.dwg Drawing No. CONSTRUCTION PLAN SECOND LEVEL B A2.lb FITTING ROOMS I. IE IN NE l: IN u u u RR 1111 � 1■_ MI 1 � '"" � II \ \� \ \ \ \ \ \\ \t om\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ■� - � R" � ' ' Fy.:�� \ \\\ \ t \\ 44 El l:I 41 [� w :I El TYP. :I ■, CI 219 4 NI swum inli NI . ° 7I _ :l El . ; I IN 229 230 NI NI El F :; NI �s 26 El NI '� ©. VI II ■: Gig % l :I _ ii •I.a ] `` �I!wl! ■!1 • •11111111i ii 11 `■ • ■ • , , '■I n1F :C I N i • 11119 GARMENT Box 6276 A GARMEN BOX ■ ■ ■ ■ ■ ■ • • • • • ■ FLOOR ONY1S 3JIA2:13S EXPANSION JOINT SERVICE AREA I■ • • • ■ • • • • • ■ ■ ■ ■ ■ ■ 28' -81/8" NIL 6.5 131_8" BID ALTERNATE: G.C. TO PROVIDE BID ALTERNATE FOR (N) PARTITION & (N) FURRING SHEATHING AS FOLLOW: 3/4" F.R.T. PLYWOOD W/ 5/8" TYPE "X" GYP. BD. ONLY 9' -6 5/8" SEE A2.0 FOR CONSTRUCTION KEYNOTES, PARTITION LEGEND AND CONSTRUCTION NOTES FITTING ROOMS - SECOND LEVEL (E) ESCALATOR, ELEVATOR, AND ELEVATOR ROOM ARE FURNISHED, INSTALLED AND PERMITTED BY LANDLORD UNDER SEPARATE PERMIT. BID ALTERNATE: G.C. TO PROVIDE BID ALTERNATE FOR (N) PARTITION & (N) FURRING SHEATHING AS FOLLOW: 3/4" F.R.T. PLYWOOD W/ 5/8" TYPE "X" GYP. BD. ONLY a LC) CNi X09 1NNB'd9 J ■ I El 1l ii El ii El ii ■I Cl ■I NI 1 E 1 11 1 ■1 MI ■I ■, El El ■l ■I •1 ■I E1 ■1 EI :l NI 1 ■ SZEMEMENEMEMENOSS Xo9 N142:1VD :: U. ME ■I EI El ii iI El El m ■N ■I El ii — ■ ESCALATOR 5' -3 5/8" 6' -1O 1/4" ONY1S 3JIA2i3S 80013 I gm gm .. g: gm Ii IN IN IU IE I IN IN IN IM r■ 4 HOW CLR. 18' -2 1/4" 3' -2 1/4' 13' -7 3/4" :: :: U . I• • MN EXTENT OF I: ESCALATOR I? ABOVE 1 • 16 r / / %///// I I 108 II m ;7D CV D0 �0 �0 JO 11,. 3 FITTING ROOMS - GROUND LEVEL 17' -2 1/2" 4' —O" SEE A2.0 FOR CONSTRUCTION KEYNOTES, PARTITION LEGEND AND CONSTRUCTION NOTES 4 EXPANSION JOINT R r7 I REVIEWED FOR `I MAY -1 2008 Cftyy Of Tukwila BUILDING D IO R CE Ve APR 16 2008 PERMIT CENTIh N 02/06/08 CODE COMPLIANCE 02/29/08 APPROVED 03/19/08 US159 SOUTH CENTER MALL SPACE NO. 1430 633 SOUTHCENTER PARKWAY TUKWILq WASHINGTON 98188 CL- ED REGISTERED ARCHITECT DENNIS MICHAEL HEATH STATE OF WASHINGTON 6216 Dennis Heath, Architect 2410 Mariner Square Loop Alameda, CA 94501 Drawings and written material appeoriug herein constitute origina and unpublished work of the Architect and may not be duplicated, used or disclosed without written consent of the Architect ()DENNIS HEATH ARCHITECT -2007 QAQC No. Date Issue Project No. Scale Drawn By: Drawing No. DESIGN DEVELOPMENT PERMIT, LANDLORD, BID ADDENDUM / ARCH CLARIFICATION 43328 AS NOTED MT R: \H &IA \H&M_SouthcenterMall \Drawings \CD \US159..A22a.dwg ENLARGED PLANS A2.2a FITTING ROOMS - SECOND LEVEL FITTING ROOMS 6276A 11111111 • L ) lJ l..J LJ l.J LJ lJ LJ lJ LJ LJ lJ LJ lJ ' n imi ■ m _ `■ m m ►!� —ate -r T 'rte -r r -� .. r .. m , 1 1 I N l n I ON ht ': F :,© El 1 El o �: HOID TYP. //� rn• '� :I MI n I x ' Iw / "' / / I %/� ma Iii 1 ' ' ,11` I I. / // 220 // 219 :i MI . INN ■ " V �% / % I I I ' ' :� :: 218 OWLS 311A2j3S EXPANSION JOINT � '/// %■Mi r///// ,■or/ O/// i■Nimi'//////O%%////// �"////- ....." A .' �/O Arr iIIrP' /f///��///////////��//�, 226 1I I 1 i : 1 II 2 s Q / � "`� `O .rii © BOX BDX RACK me is ■rir 11 • • • ■ ■ ■ • 1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ :AN= 11 • • • • • • • rAl BID ALTERNATE: G.C. TO PROVIDE BID ALTERNATE FOR (N) PARTITION & (N) FURRING SHEATHING AS FOLLOW: 3/4" F.R.T. PLYWOOD W/ 5/8" TYPE "X" GYP. BD. ONLY 9' -6 5/8" YAW' X09 N3waV9 11 ME EN ME ME MO BE ME MN IN 11 .r ' 11' , // //////O//vAr4r�:1 ■III n El El El El El El El El :l .l El El El El 109 :l El EI ® l I El SEE A2.0 FOR CONSTRUCTION KEYNOTES, PARTITION LEGEND AND CONSTRUCTION NOTES UNV1S 331AHS 5' -3 5/8' FITTING ROOMS v NE IE M 0. IC 1N NE rr NE BE 1• p; 10 Mil KM IM II Iv 1 E r. IX i ir r EM 111 E E El ME IE 1E ME 1 E I 1 107 d. n 1A FITTING ROOMS - GROUND LEVEL 2j00 - H X00 N3WaV9 CO)E co 01; ',WEE (E) ESCALATOR, INSTALLED AND ELEVATOR, AND ELEVATOR ROOM ARE FURNISHED, PERMITTED BY LANDLORD UNDER SEPARATE PERMIT. BID ALTERNATE: & (N) FURRING 5/8" TYPE "X" G.C. TO PROVIDE BID ALTERNATE FOR (N) PARTITION SHEATHING AS FOLLOW: 3/4" F.R.T. PLYWOOD W/ GYP. BD. ONLY - )7D L!l )0 )0 )0 )0 17' -2 1/2' SEE A2.0 FOR CONSTRUCTION KEYNOTES, PARTITION LEGEND AND CONSTRUCTION NOTES EXPANSION JOINT MAR 1 1 2008 PE - RMi 1 CENTER QAQC No. Dote Scale OrawnBy: US159 SOUTH CENTER MALL SPACE NO. 1430 633 SOUTHCENTER PARKWAY TUKWILA, WASHINGTON 98188 CLASS: RED Drawing No. 6216 REGISTERED ARCHITECT DENNIS MICHAEL HEATH STATE OF WASHINGTON Dennis Heath, Architect 2410 Mariner Square Loop Alameda, CA 94501 Palings and vrilten material appearing herein constitute original and unpublished pork of the Architect and may not be duplicated, used or disclosed without arilten consent of the Architect ©DENNIS HEATH ARCHITECT -2007 Issue 02/06/08 DESIGN DEVELOPMENT 02/29/08 PERMIT, LANDLORD, BID Project No. 43328 AS NOTED MT R: \H&M \H&M_SouthcenterMal I \Drawings \CD \US159_A22a.dwg ENLARGED PLANS A2.2a IN M ME M II". II: d' —° ..w 1 I i� w II: 1 E ..w ` w ..- L \ minnow ..w w :w w in w MNNI � MI M IIi MN IN •i � 1 2t)8 .. - ..w MI M I.. 1 -HR .. w E.'.'e OE w E. .7. 1111 M coRRIDO1 I ME M II: MI M II: q MI M II: XI M MI MN II' �: IMO NI MINI I IMO MI M I.M 6' -31/2' .... Ii; :II I u IN • NE .1 MR= •i. Imo rim mum um ' I. . 5-3 1/4' v a.w . 'a'IN; ! II: 44. UN_ =In, --1 re-W4 i.. N iii.. **. e. .w.•.4 eee.� .W.��c • i.� _ 1 — — — -- EXIT III LOUNGE 7 PROCESSING ■ 6 5�a :a�'a�a:a_ara'!a:a:.e4:a:�a /i .:a:a±a4�w ��_-_- A --� • ■ w / ' I i 10 !: - 1 E - ITI$ � w _ I r • C _ w k.7.4 74Nree.474.74 •747 74747 :47.•745 NI IN IN IN 0 Van ® MIN. C C .. d ` ��� *,� ... / • . �� : d t. zt3 yJ 2>� 1O' -4 7/8" 13' -6 7/8" (E) MALL SERVICE CORRIDOR N.I.C. T —ISO HUNG FROM STRUCTURE ABOVE, SEE ELEC. DWGS ACC ACC ACC ACC ACC ACC ACC ACC WOMEN'S RESTROOM MEN'S RESTROOM BACK OF HOUSE - SECOND LEVEL 6' -3 1/2" 8' -1 3/8" 5'-0 3/8" s 17' -0 5' -8" TYP. (E) MALL SERVICE CORRIDOR N.I.C. • r • r • — • • T -1 AND T -2 STACKED OVER 4" CONCRETE CURB, SEE ELEC. DWGS 0 1/4" EXTERIOR Db&t25 BID ALTERNATE: G.C. TO PROVIDE BID ALTERNATE FOR (N) PARTITION & (N) FURRING SHEATHING AS FOLLOW: 3/4" F.R.T. PLYWOOD W/ 5/8" TYPE "X" GYP. BD. ONLY SEE A2.0 FOR CONSTRUCTION KEYNOTES, PARTITION LEGEND AND CONSTRUCTION NOTES CODE COMPLIANCE APPROVE � -1 NO C� Of Tuk�ila � , � eu IS1O RRCEWWF APR 16 2008 PERMIT CENTE.k N 1/4'' =f-0" QAQC U8159 SOUTH CENTER MALL SPACE NO. 1430 633 SOUTHCENTER PARKWAY TUK1MtA, WASHINGTON 98188 bit herrings and written material appearing herein canslitate origins and upublisked work of the Architect and may Not be duplicated, used or disclosed with written rltteg consent of the Architect ()DENNIS HEATH ARCHITECT -2007 No. Date 02/06/08 DESIGN DEVELOPMENT 02/29/08 PERMIT, LANDLORD, BID A 03/19/08 6216 Project No. 43328 Scale AS NOTED DrornDy: MT CLASS: RED Issue REGISTERED ARCHITECT DENNIS MICHAEL HEATH STATE OF WASHINGTON ADDENDUM B LL COMMENTS / ARCH CLARIFICATION R:\ H& M\ H& M_ SauthcenterMall \Drewings \CD \US159_ 22b.dwg Droving No. ENLARGED PLANS A2.2b Dennis Heath, Architect 2410 Mariner Square loop Alameda, CA 94501 (E) ADJACENT TENANT N.I.C. (E) ELEVATOR N.I.C. FINISH / FIXTURE PLAN - GROUND LEVEL 009 11 009 all 009 011 009 011 009 011 009 011 009 011 009 011 009 011 009 011 009 011 009 011 009 011 009 011 009 011 009 011 009 011 009 011 009 011 009 011 009 011 009 all 009 ' 11 009 011 DIV. B 009 0 11ACCES 21170 21170 IDIV.J_ CCESSORIES 2317 0 DIV. RED LLD 600 LLD 60 LL - 600 LLD 600 LLD 600 LLD 600 LLD 600 LLD 600 RD 600 LLD 600 LD 600 LLD 600 LLD •'0 L0 600 21 0 LLD 00 LLD 600 LLD 600 0 600 1600 0 600 LLD 600 ZE (E) MALL SERVICE CORIDOR N.I.C. SALES AREA ESCALATOR N.I.C. (E) ADJACENT TENANT N.I.C. CLOSET FITTING ROOM EXTEND EXISTING MALL TILE INTO VESTIBULE TO UNDERSIDE OF DOOR. EXTEND TILE FROM EXISTING MALL TILE AT LEASE LINE TO TENANT'S STOREFRONT BASE. TILE TO MATCH EXISTING MALL TILE IN TYPE COLOR, SIZE, THICKNESS, GROUT COLOR AND INSTALLATION DIRECTION. NO THRESHOLD, REDUCER STRIP OR OTHER WIDE TRANSITION DEVICES WILL BE PERMITTED AT INTERSECTION TO TENANT'S FLOORING AND MALL TILE. NOTE: WHEN EXTENDING MALL TILE TO TENANT'S STOREFRONT BASE OR VESTIBULE TILES MUST BE FULL TILE. IF TILE IS CUT IT MUST BE REMOVED AND REPLACED WITH FULL TILE. PAINT ALL WALLS PT -1 UNLESS OTHERWISE NOTED = 44" MIN. ACCESSIBLE PATH OF TRAVEL. MEANS OF EGRESS SHALL NOT BE LESS THAN 1 FOOT— CANDLE (11 LUX) AT THE WALKING SURFACE. 1. THIS PLAN IS FOR INFORMATION ONLY. ALL FIXTURES WILL BE SUPPLIED BY H &M AND INSTALLED BY G.C. 2. G.C. IS RESPONSIBLE FOR COORDINATING, RECEIVING AND UNLOADING ALL H &M SUPPUED FIXTURES. 3. G.C. IS RESPONSIBLE FOR DISPOSAL OF ALL ASSOCIATED CRATING AND REFUSE FROM H &M FIXTURES. 4. ALL FIXTURE LAYOUTS TO ALLOW FOR 3' -0" CLEARANCES BETWEEN FIXTURES. FIXTURE NOTES • FLOOR DRAINS ARE TO BE LOCATED PER PLAN. 5. ALL EXPOSED PIPING AND CONDUIT TO BE PAINTED. G.C. TO COORDINATE COLOR WITH H &M. 6. All EXPOSED DUCTWORK TO BE PAINTED BLACK. 7. G.C. IS RESPONSIBLE FOR REPAIRING AND /OR REPLACING MALL TILE AS REQUIRED IN FRONT OF THE LEASE LINE ALONG ENTIRE STOREFRONT. G.G. TO COORDINATE PURCHASE AND DELIVERY OF TILE FROM LL 8. DECO, ADMINISTRATION, MANAGER /SECURITY & LOUNGE TO RECEIVE ACCENT COLOR PAINT AT (1) WALL WHERE NO MILLWORK IS INSTALLED COORDINATE W/ H &M IN FIELD. FINISH NOTES FINISH LEGEND I 1 ALL WALLS NOT MARKED ON THE LAYOUT TO BE PAINTED PT-1. . AT BATHROOMS AND JANITOR WHERE WATER IS USED; • LL APPROVED LATEX— RUBBER WATERPROOF MEMBRANE TO BE USED BENEATH FLOOR FINISH (CT-1) AND TO EXTEND MINIMUM 4" UP WALL FLOOR FINISH LEGEND BASEBOARD LEGEND 2 BENJAMIN MOORE: US— CHANTILLY LACE OC -65, GLOSS: EGGSHELL / MEN'S & LADIES COMPLEMENT, KID'S & DMDED WALL COLORS. ON— tl CONCRETE TO MATCH EXISTING WALL FINISH LEGEND IA" GLACIER WHITE — CORIAN 3" X r CERAMIC TILE 0790 ARTIC WHITE, RITTENHOUSE SQUARE — DALTILE 8" X 8" CERAMIC TILE 1500 RAINIER, SIERRA COLLECTION; 8" X 8" BULLNOSE AT ALL EXPOSED EDGES; 6" X 8" COVE BASE FLAT TOP AT FLOOR -- DALTILE 02 PEWTER EPDXY GROUT — MAPEI (FOR USE W/ CST-1) TILE TO MATCH DUSTING AT MALL (G.C. TO COORDINATE SPECIFICATION, PATTERN AND PURCHASE W/ LANDLORD) 12" X 12" 51807 SHADOW BLUE VINYL COMPOSITE TILE — ARMSTRONG VINYL BASE (TO MATCH VCT -1). SEE 6B/A6.2 MDF BASE BOARD (PAINT TO MATCH WALL COLOR). SEE 6A/A6.2 BENJAMIN MOORE: US— CHANTILLY LACE OC -65, GLOSS: FLAT / CEIUNGS, UGHTGAP CEIUNG, MEN'S & KID'S DEPT., BLACK STORES, All DEPT. BLUE & RED STORES. BENJAMIN MOORE: US —IRON MOUNTAIN 2134 -30, GLOSS: FLAT / FLOATING CEILINGS. BENJAMIN MOORE: US —IRON MOUNTAIN 2134 -30, GLOSS: EGGSHELL / WALL. COLOR LADIES DEPARTMENT. BENJAMIN MOORE: US— IGUANA GREEN 2028 -10, GLOSS: EGGSHELL / WALL ACCENT COLOR AT KID'S DEPT. BENJAMIN MOORE: US— BLACK 2132 -10, GLOSS: FLAT / DMDED OPEN & FLOATING CEILING. WHITE LAMINATE FORMICA j949 -58, MATTE FINISH. WOOD VENEER (RIFT CUT WHITE OAK). PAINTED, VINYL OR POSTER GRAPHIC SUPPUED BY H &M INSTALLED BY G.C.. COORDINATE WITH H &M. BENJAMIN MOORE: US— BLACK 2132 -10, GLOSS: EGGSHELL / DMDED WALL COLORS, j DENIM WALLS, N FITTING ROOM, WALLS ACCENT COLORS. BENJAMIN MOORE: US— OUTRAGEOUS ORANGE 2013 -10, GLOSS: FLAT / DMDED FLOATING CEILING. BENJAMIN MOORE: US—OUTRAGEOUS ORANGE 2013 -10, GLOSS: EGGSHELL / DMDED ACCENT WALL COLORS. US159 SOUTHCENTER MALL DH 9rawings and uritten material appearing herein constitute origins and unpublished work of the Architect and may not be duplicated, used or disclosed without written consent of the Architect (DENNIS HEATH ARCHITECT -2007 QAQC No. Dote Issue / 03/19/08 Project No. 43328 Scale DravnBy: 887 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 REGISTERED RCHITECT w ENNIS MICHAEL HEATH STATE OF WASHINGTON 62 16 Dennis Heath, Architect 2410 Mariner Square Loop Alameda, CA 94501 02/06/08 DESIGN DEVELOPMENT 03/07/08 PERMIT, LANDLORD, BID ADDENDUM B LL COMMENTS / ARCH CLARIFICATION AS NOTED M.TSANG R: \H&M \H&M_SoutheenterMall \Drawings \CD \IJS159-123.dwg EMI Droving No FINISH / FIXTURE PLAN GROUND LEVEL A2.3 EXTEND EXISTING MALL TILE INTO VESTIBULE TO UNDERSIDE OF DOOR. EXTEND TILE FROM EXISTING MALL TILE AT LEASE LINE TO TENANT'S STOREFRONT BASE. TILE TO MATCH EXISTING MALL TILE IN TYPE COLOR, SIZE, THICKNESS, GROUT COLOR AND INSTALLATION DIRECTION. NO THRESHOLD, REDUCER STRIP OR OTHER WIDE TRANSITION DEVICES WILL BE PERMITTED AT INTERSECTION TO TENANT'S FLOORING AND MALL TILE. NOTE: WHEN EXTENDING MALL TILE TO TENANT'S STOREFRONT BASE OR VESTIBULE TILES MUST BE FULL TILE. IF TILE IS CUT IT MUST BE REMOVED AND REPLACED WITH FULL TILE. C3153A20 C3153A20 C3153A20 C3153A20 2200 154A20 2117F OZVESL } OZVESL r #? 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SEOZZ N SEOZ 20095 OZVESLEJ OZVESL 3 OZV -l0 " 1 SLLLZ OZ ESL° VESLE3 w - ' VE5LE] " 22855 714 BOY :w.eE. MOnri OZVESL�i i; 's �• 54:e' 1, = OVOZVE ESL E f ! [ B' P PT-5. • , Y ; a q; 0 1 \ V SLy0i s s e OVE5L I I 's ,o31tz M : on — w C O ■■ ■ ■■►■ ■ ■■ 0 Ul VI 0 0 0 0 0 20a4 Si 0= SL ry`arm■ww_ . r � 1a � 5Lwi irr,:z < 5L ► ` "� ►�w' "�► ►� 41 - 1111 11 411 Y.►��1072 ?`-; mmmo:1r raiiiiriiiiiryir /r /rr ■• (E) ESCALATOR N.I.C. FlNISH: TBD PODIUMS BUILT ON SITE MANEQUINS (E) ELEVATOR N.I.C. (E) ELEVATOR R '1 OM N.I.C. or 00 (E) MALL SERVICE CORRIDOR N.I.C. FINISH / FIXTURE PLAN - SECOND LEVEL A / 171 FITTING AREA FLOOR: BASE: WB -1 ENTRANCE (E) MALL SERVICE CORRIDOR N.I.C. (E) MALL CONCOURSE NM. MIS I -1,■110 _ —fe■I (E) ADJACENT TENANT N.I ■C■ fi re r SEE A2.3 FOR LEGENDS AND NOTES PAINT ALL WALLS PT -1 UNLESS OTHERWISE NOTED = 44" MIN. ACCESSIBLE PATH OF TRAVEL. MEANS OF EGRESS SHALL NOT BE LESS THAN 1 FOOT— CANDLE (11 LUX) AT THE WALKING SURFACE. t;0s425 REVIEWED FOR CODE COMPLIANCE APPROVED MAY —1 2008 City Of Tukwila B WIN DIVI ION RECLIVE3 APR 16 2000 PERMIT CENTER N I 1/81W-Cr I 1 U8159 SOUTHCENTER MALL flit Drawings and Iriiten material appearing herein constitute origins and unpublished work of the Architect and may not be duplicated, used or disclosed without written consent of the Architect ©DENNIS HEATH ARCHITECT -2007 QAQC No. Dote Issue A 03/19/08 Project No. Scale DrarnOy: R: \H &M \H&N_southcenterMan \ Drawings \CD \US159.•A24a.aw9 867 SOUTHCENTER MALL TUKWILA, WASHINGTO 8 REGISTERED ARCHITECT DENNIS MICHAEL HEATH STATE OF WASHINGTON h21b Dennis Heath, Architect 2410 Mariner Square Loop Alameda, CA 94501 02/06/08 DESIGN DEVELOPMENT 03/07/08 PERMIT, LANDLORD, BID ADDENDUM B LL COMMENTS / ARCH CLARIFICATION 43328 AS NOTED M.TSANG Oro ring No. FINISH / FIXTURE PLAN SECOND LEVEL A PLAN A2•4a NJ Rill ■ S 2285S 2404S OZVESL SLR OZVESL OZVESL OZVESL OZVESL OZVESL OZVESL 041;1E51. OZVESL EXIT II E) ADJACENT TENANT N.I.C. ACC MANAGER /SECURITY FLOOR: CT -1 BASE FINISH / FIXTURE PLAN - SECOND LEVEL B LOUNGE FLOOR: CT -1 BASE: NT-11 WALL: JANITOR CLOSET FLOOR:I CT -1 I WALL: FLOOR: 1 CT--1 I WALL: FLOOR: CT -1 I WALL: DECO ROOM PT -1 WOMEN'S TOILET ROOM PT -1 MEN'S TOILET ROOM PT -1 FLOOR: CT -1 BASE VB -1 WALL: PT -1 PT -1 S ro�z SLLLZ 0 ic !! 0 (E) MALL SERVICE CORRIDOR---§,1: N.I.C. (E) MALL CONCOURSE N.I.C. EXTERIOR ■.17 --- ri■M ^- .- -- r-� - -r - -� - ,» dog -r26 1 SEE A2.3 FOR LEGENDS AND NOTES 1 PAINT ALL WALLS PT - UNLESS OTHERWISE NOTED AT RESTROOMS: INSTALL CERAMIC TILE FLOORING OVER WATERPROOFING MEMBRANE WHICH IS TO RUN UP WALLS A MINIMUM OF 4". TENANTS ARE TO INSTALL A LANDLORD'S APPROVED LATEX RUBBER WATERPROOFING MATERIAL UNDER TH FLOOR FINISH. THE MEMBRANE SHALL BE MANUFACTURER'S 2 PART FORMULA CONSITING OF LIQUID LATEX RUBBER AND POWDER FOR TROWEL APPLICATION WITH GLASS FIBER FABRIC REINFORCEMENT (LATICRErE 9235 OR SUMMITVILLE 5 -9000) INSTALL A WATER TIGHT DOOR THRESHOLD. FLOOR: FLOOR: ivcT -1J REVIEWED FOR CODE COMPLIANCE APPROVED MAY -1 2008 City Of Tukwila BUILDING DIVISION PROCESSING BASSI VB-1 WALL: PT -1 F4.1 ELEC /LAN FLOOR: CT-1 BASE: VB -1 WALL PT -1 O U8159 SOUTHCENTER MALL 867 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 QAQC DENNIS MICHAEL HEATH STATE OF WASHINGTON 0216 Dil Drawings and nritten material appearing herein constitute origina and unpublisked nark of the Architect and may not be duplicated, used or disclosed vithout written consent of the Architect C)DENNIS HEATH ARCHITECT -2001 No. Date Issue /i\ 03/19/08 02/06/08 DESIGN DEVELOPMENT 03/07/08 PERMIT, LANDLORD, BID Project No. Scale DrainBy: Dennis Heath, Architect 2410 Mariner Square Loop Alameda, CA 94501 ADDENDUM B LL COMMENTS / ARCH CLARIFICATION RECEIVEP APR 16 2006 PERMIT CEENTt - 43328 AS NOTED M.TSANG R: \H &M\H&64_SouthcenterMa11 \Drawings \CD \U5159J124b.dwg Drawing No. FINISH / FIXTURE PLAN SECOND LEVEL B A2.4b A6.1 (E) ADJACENT TENANT N.I.C. 4619 SIM. (E) ELEVATOR N.I.C. a 3' -0" (E) MALL CONCOURSE N1C. 6' -0" A.F.F 8'6" A.F.F. ,rA/I %:1 %ma,n9 .arm m vll>��� •o* 4 • o • rr: r rr� Imo 1111111 m• 1! _ tiff orim At(r: irai / ► 4$ gym I FA rr r. �i rr rr r. •• \ '_ I► LID 3 ' -7" A.F.F L SERVICE CORIDOR EXIT I EQ. EQ. REFLECTED CEILING PLAN - GROUND LEVEL ENT CE EQ. EQ. SALES AREA 11W-0" A.I .F1 (E) ADJACENT TENANT N.I.C. CLOSET G.C. TO INSTALL FLUORESCENT STRIP SERVICE AREA 1 8' —O" A.F.F.I I PT -1 FITTING ROOM AF.FI Pr -1 I V 00 ba rs IN THE CASE OF DISCREPANCY BETWEEN THE ARCHITECTS AND /OR ENGINEERS DRAWINGS, THE STRONGER, HIGHER QUANTITY, OR HIGHER QUALITY SHALL PREVAIL ARCHITECT IS TO BE ADVISED OF ALL DISCREPANCIES PRIOR TO START OF CONSTRUCTION. 2. ALL DIMENSIONS TO BE COORDINATED IN THE FIELD WITH H &M AND ARE SUBJECT TO EXISTING CONDITIONS. DIMENSIONS MARKED AS EQUAL (EQ) APPLY ONLY WITHIN A GIVEN STRING OF DIMENSIONS UNLESS OTHERWISE MARKED. 1. 3. G.C. TO VERIFY ALL PENDANT LIGHTING HEIGHTS WITH H &M PRIOR TO INSTALLATION. 4. ELECTRICIAN TO MARK ALL SWITCH, OUTLET, SPEAKER, CAMERA AND SECURITY LOCATIONS IN FIELD AND WALK THROUGH WITH H &M BEFORE INSTALLATION. ALL LOCATIONS ARE SUBJECT TO H &M APPROVAL 5. ALL CONDUIT TO BE CONCEALED UNLESS OTHERWISE NOTED. 6 . SEE UGHIING FIXTURE SCHEDULE AND NOTES ON ELECTRICAL DRAWINGS FOR FIXTURE SUPPLY /INSTALL RESPONSIBILITIES AND EMERGENCY LIGHTING LOCATIONS. 7. ALL EXPOSED STRUCTURAL STEEL TO BE ARE PROOFED PER LOCAL CODES, G.C. TO REPAIR ALL EXISTING FIREPROOFING. 8. ALL SPRINKLER HEADS TO BE FLUSH MOUNT WITH COVER PLATE AT ALL FINISHED CEIUNGS, CENTERED ON LIGHT FIXTURES OR CEIUNG TILES AS APPUCABLE. ALL FIRE PROTECTION SPRINKLER HEADS ARE TO BE PLACED AS TO NOT INTERFERE VIE LIGHTING, HVAC AND STORE FIXTURING COMPONENTS. 9. G.C. TO PROVIDE ARE RETARDANT TREATED WOOD BLOCKING SECURED TO SUSPENDED METAL FRAMING BEHIND GYP. BOARD FOR CEILING MOUNTED FIXTURES. 10. G.C. TO CLEAN AND RELAMP ALL INSTALLED LIGHTING FIXTURES PRIOR TO TURN OVER AS REQUIRED. 11. 12. SPEAKERS PROVIDED AND INSTALLED BY OTHERS. G.C. TO PROVIDE CONDUIT, WIRES AND SPEAKER CANS AS SHOWN ON DRAWINGS. OWNER'S VENDOR TO INSTALL FINAL HOOK UP OF SPEAKERS AND EQUIPMENT. ALL SPEAKERS MUST BE FLUSH MOUNT AND FINISHED TO MATCH ADJACENT CEIUNG FINISH, G.C. TO COORDINATE WITH SPEAKER CONTRACTOR TO CENTER SPEAKERS BETWEEN UGHT FIXTURES (ALONG STRAIGHT OR DIAGONAL UNE) AS SHOWN ON PLAN WHEREVER POSSIBLE. 13. G.C. TO VERIFY ALL CEIUNG FINISHES WITH H &M PRIOR TO CONSTRUCTION. ALL CEILING ELEMENTS (UGHT FIXTURE HOUSINGS AND TRIMS, SPEAKERS, SPRINKLER CAPS, GRILLS, DIFFUSERS, ETC.) SHALL BE PAINTED OR COLORED THE SAME COLOR AS THE CEIUNG PAINT. G.C. TO COORDINATE WITH VENDORS AND SUBCONTRACTORS FOR CORRECT FINISHES AND LONG LEAD ITEMS. 14. G.C. TO COORDINATE AND PROVIDE ACCESS PANELS IN CEIUNGS FOR (E) AND NEW VALVES, CONTROLS AND EQUIPMENT. 15. G.C. IS RESPONSIBLE TO PROVIDE 1/2" F.R.T. PLYWOOD AT ALL CEIUNG HANGING FIXTURE LOCATIONS. CEILING NOTES CEIUNG SPEAKER PENDANT MOUNTED SPEAKER CEILING LEGEND 0 El 0 6 ELECTRICAL CONTRACTOR TO MAKE ALL FINAL CONNECTIONS TO MILLWORK /FIXTURES /CASHWRAPS IN FIELD. .71 IDOL 0 0 Mir I 1 . 1 I wwwl 1 ■ I wwww CCU PTO. GYP. BD. CEIUNG — U.O.N. SEE A6.1 a : ; 1/2 F.R.T. PLYWOOD BLOCKING FOR CEILING HANGING FIXTURES AND FLOOR I TO CEIUNG FIXTURES. n STAGGERED LIGHT COVE CEILING KEYNOTES DBCRFTION RECESSED TRENCH, PAINT FLOATING CEIUNG. CEIUNG MOUNTED HANGING DISPLAY FIXTURE, TYP. 6" RECESSED COMPACT FLUORESCENT OPEN DOWNUGHT 2 LAMP METAL HALIDE RECESSED ADJUSTABLE ACCENT FIXTURE 6" RECESSED COMPACT FLUORESCENT OPEN DOWNUGHT WITH EMERGENCY BATTERY PACK NIGHT —LIGHT RECESSED METAL HALIDE DOWNUGHT WITH SEMI — DIFFUSE ALUMINUM SUNRISE OPTIC REFLECTOR 4' CHAIN MOUNTED EXPOSED SINGLE BULB FLUORESCENT 2' X 4' RECESSED FLUORESCENT PENDANT MOUNTED "GLOBE" FIXTURE FULLY RECESSED UGHT TRACK. SEE 9/A6.1a SURFACE MOUNTED LIGHT TRACK. SEE 6/A6.1 a SUSPENDED UGHT TRACK, HUNG 9' -10" A.F.F. SEE 12/A6.1 a METAL HALIDE TRACK HEAD, WHITE FINISH — G.C. TO INSTALL PER H &M METAL HALIDE TRACK HEAD, BLACK FINISH — G.C. TO INSTALL PER H &M LED. EDGE — UT EXIT WITH BRUSHED ALUMINUM HOUSING L AND BATTERY PACK COMPACT SELF CONTAINED RECESSED EMERGENCY UGHTING UNIT—SEE ELECTRICAL DRAWING FOR TYPE. 2' X 2' ACOUSTICAL HUNG CEIUNG CENTERED IN ROOM UNLESS OTHERWISE NOTED. SEE A6.1 b CEIUNG SPEAKER/WALL SPEAKER EXPOSED DUCT — SEE MECHANICAL DRAWINGS HIDDEN DUCT -- SEE MECHANICAL DRAWINGS DOME CAMERA PAN TILT ZOOM CAMERA EXHAUST FAN SUPPLY AIR DIFFUSER SUPPLY AIR DIFFUSER RETURN AIR GRILLE CEIUNG ACCESS PANEL PT -7 FLOOR TO CEIUNG FIXTURE. G.C. TO PROVIDE 1/2" F.R.T. PLYWOOD BLOCKING IN CEIUNG. PLYWOOD AREA SHOWN SHADED ILLUMINATED "H &M" SUSPENDED SIGNAGE. SEE 1/A5.4 US159 SOUTHCENTER MALL 867 SOUTHCENTER MALL TUKIMLA, WASHINGTON 98188 6216 REGISTERED ARCHITECT DENNIS MICHAEL HEATH STATE OF WASHINGTON Dennis Heath, Architect 2410 Mariner Square Loop Alameda, CA 94501 Draoings and written material appearieg berth constitute origins and unpublished cork of the Architect and may not be duplicated, used or disclosed without written consent of the Architect ()DENNIS HEATH ARCHITECT -2007 QAQC No. Date Issue 02/06/08 DESIGN DEVELOPMENT 03/07/08 PERMIT, LANDLORD, BID AB 03/19/08 LL OMMENS / ARCH CLARIFICATION RECEIVE!'" u_ 9 u9 w M1i'( uu0 PERMIT CENTEI Project No. 43328 Scale AS NOTED DraunBy: M_TSANG R: \H&M \H&M_SouthcenterMaII \Drawings \CD \US159.31.dwg Drawing No REFLECTED CEILING PLAN GROUND LEVEL A3.1 $ .rte '=- 8 ' - 9 k' I� '0 19 EQ. • •__�` dIMINOMONIVa 10 . 1' 21' - 8 ". 1 . 1. . . .1 1 1 i/i:mI � C210 l�lli'Jii� ®Q■' 4' "•T" = 4∎9 ?! ///�.,.._ / /ice /.,..�..■ Yc� /...... �. w / / / / / / /��� a,,,�,,,. �,zc -• J�cszo /a /��� .///a,..� �, i.� % =;g ∎nee•• 4, Of / //4 0 — 1674 rjr we 4 aye RP Ogg x1C$ i ant sy tec ��aa iyx t we GYP. BD. CEILING 9' —O" A.F.F. WITH RECESSED ALCOVE LIGHT SALES AREA (E) MALL SERVIC N.I.C. (E) ELEVATOR N.I.C. (E) ELEVATOR R OM N.I.C. FITTING ROOMS Ii O' -2" A.F.FI r CORRIDOR I // I ` 'Q > X REFLECTED CEILING PLAN - SECOND LEVEL A ESCALATOR AND DOWNUGHTS OF COLUMN, FLOATING CEILING & TRACK LIGHTING ENTRANCE EQ. EQ. OF FLOATING tEIUNG & CASHWRAP E MALL CONCOURSE _ _ Imp (E) ADJACENT TENANT NJ.C. SALES AREA fi D � V EXIT II SEE A3.1 FOR CEILING KEYNOTES, CEIUNG LEGEND AND CEILING NOTES REVIEWED FOR CODE COMPLIANCE APPROVED MAY -1 2008 City Of Tukwila BUILDING DIVISION 1)0B125' US159 SOUTHCENTER MALL 867 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 REGISTERED ARCHITECT DENNIS MICHAEL HEATH STATE OF WASHINGTON 6216 DII No. Date Issue Dennis Heath, Architect 2410 Mariner Square Loop Alameda, CA 94501 Drawings and written material appearing herein constitute origiaa old unpublished work of the Architect and may not be duplicated, used or disclosed without written consent of the Architect ©DENNIS HEATH ARCHITECT -2007 QAQC 02/06/08 DESIGN DEVELOPMENT 03/07/08 PERMIT, LANDLORD, BID nB 03/19/08 RECEIVEV APR 16 2008 PERM T GENE! Project No. 43328 Scale AS NOTED DrawnBy: M_TSANG ADDENDUM B LL COMMENTS / ARCH CLARIFICATION R : \H&M \H&M_SouthcenterMall \Drawings \CD \US159. A32a.dwg Drawing No. REFLECTED CEIUNG PLAN SECOND LEVEL A A3.2a i LOUNGE � 9' -0' A.F.F. JANITOR CLOSET I9' —o" A.F.F.I WOMEN'S TOILET ROOM I9' —o' A.F.F.I MEN'S TOILET ROOM I9 ' -0' A.F.F. 1 -HR CORRIDOR 19 ' -0' A.F.F. DECO ROOM L 9' -0" A.F.F.I 0 0 oozy cn oozz G .�I •1 1 (E) MALL CONCOURSE N.I.C. M=6MMII 1M Mb iM (E) ADJACENT TENANT N.I.C. [4) EXTERIOR 1)08 Y T LAY IN ACOUSTICAL TILES CEIUNG MAY NOT BE USED IN FORWARD SELLING AREA. TILES TO HAVE NOISE REDUCTION COEFFICIENT OF 0.60 -0.70 WITH A MINIMUM ROOM TO TROOM ATTENUATION FACTOR OF 40.0 DECIBELS AND MUST MEET ALL CODE, FLAME SPREAD, FUEL AND SMOKE DEVELOPMENT FACTORS. SEE A3.1 FOR CEIUNG KEYNOTES, CEIUNG LEGEND AND CEILING NOTES MANAGER/SECURITY GYP. BD. CEILING 9' -0' A.F.F. WITH RECESSED COVE UGHT • a ■1.911 - ►■=iR111li1MEI ■I ■ ■9l5■ 51 u1,m`. ■II, ■■■■■ amn rard ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■1: INNIS! 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CODE COMPLIANCE APPROVED MAY - 1 2008 City Of Tukwila BUILDIN DIVISION REFLECTED CEILING PLAN — SECOND LEVEL B vs'4-m l 1 867 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 US159 SOUTHCENTER MALL REGISTERED ARCHITECT ENNIS MICHAEL HEATH STATE OF WASHINGTON 62)6 DII Dennis Heath, Architect 2410 Mariner Square Loop Alameda, CA 94501 Drawings and written material appearing herein constitute origina and unpublished work of the Architect and may not be duplicated, used or disclosed without written consent of the Architect ©DENNIS HEATH ARCHITECT -2007 QAQC No. Dote Issue MEI 02/06/08 DESIGN DEVELOPMENT 03/07/08 PERMIT, LANDLORD, BID 03/19/08 ADDENDUM B LL COMMENTS / ARCH CLARIFICATION Ann .5 �+ nn $rn r V LUth PERMIT CENTEF Project No. 43328 Scale AS NOTED DrawnBy: M.TSANG R: \H&M \H&M_Southcentert. loll \Drawings \CD \US1 S9_A32b.dwg Droving No. REFLECTED CEIUNG PLAN SECOND LEVEL B A3.2b 40' -0' A.F.F. =C B.O. ROOF C GYP. BD. CEILING CONC. FILLED MTL DECK A.F.F. T.O. 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AM MI AM. i AM MIL i i ML._ i i i i i i Mt. i i i i f f lTIII ilTllTC(IIC1C1r11I01n811I1I1 TNpITITPihlitititilirililit0�tililirCriliripU�01 i/ itililiriliri/ itilpillTU11111T1ITl1TITITITNNIIIIppITllNltltllpl AM TTTItr ftlrrrrrn/rWAI II l OrAMrrTWA AM T T` T Trrrrrrrr A AWT rr!'ATAT'111ATAIPrr'rtr T WArr' rrrirr rrrrrlrllr 'r'rrr•rtrrt itr f ti9i i t T t T 1l I t iT VIVir•i•r•rrYrtIVO 'r'r'trlY�IN - -- 4 MAW l 1 (ZllllC{11111uu1L111uw {{111{ / /llllltl11llI WAIN luulllull{{{{{ uuu{ uuu{ uulwluuulu {uuuuuuuuuuuuullllllllllll lllll 111Ltt 111110i00ll 1 (Illlllll • llllluuuuuuu{ wruuu{ 1lIlICIT117(I1111�ITiN {{N118thh hN ■vezu.r.cr.aeuezwe . zamettu t���, r,,,, ,�,�r,�,,,,,.,,,,,,,.,,,,,,,,,. WALL., SHOWN IN FOREGROUND =UREA (E) MOMENT FRAME. SEE STRUCTURAL DRAWINGS PODIUM N a 0 DEMISING WALL FITTING ROOM PARTITION WALL, TYP. • G v MALL SERVICE CORRIDOR N.I.C. DEMISING WALL FITTING ROOM PARTITION WALL TYP. FITTING ROOMS 4. REVIEVIED FOR Opp COMPLIANCE APPROVED WA 2,1 la 00 . 0 0111a BUILDING D SID MAR 1 12008 US159 SOUTHCENTER MALL 867 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 REGISTERED ARCHITECT DENNIS MICHAEL HEATH STATE OF WASHINGTON 6216 Dennis Heath, Architect 2410 Mariner Square Loop Alameda, CA 94501 timings and mitten molerial oppearing hereia constitute original and unpublished nark of tie Architect and mop not be drplicated, used or disclosed rithoui rritten consent of the Architect ©DENNIS HEATH ARCHITECT -2007 QAQC No. Date Issue 02/06/08 DESIGN DEVELOPMENT 03/07/08 PERMIT, LANDLORD, BID Project No. 43328 Scale AS NOTED DrovnBy: M.TSANG R: \H &M \H &M_SouthcenterMoll \Drawings \CD \U5159. A40a.dwg Drawing No. BUILDING SECTION 1/4"-T-0" I 1 A4.Oa BUILDING SECTION di t h , 4O' -0" A.F.F. B.O. ROOF CEILING 18' -0" A.F.F. T.O. N SECO D LEVEL FINISHED S ED FLOOR gi 0' -0" A.F.F. T.O. GROUND LEVEL FINISHED FLOOR SALES AREA AD,I TENANT 23 i viii ,..►....... • (r"rr( ,,,,,,, , r „ ri r Yf ►Yf1'r'M'(Yr i f" 1 ulTul(Tu1Lu if i if if f Y► ' ' /YF' ' lullll /11f111f1lAlWlluuuu flY1 f " /i'l7i Y / i'ifi't'ri it f i1 it ifi f i t1 Yi4Yri'1'r' f}' fYf' i'► iYP►" t' i( i' fi'IYi'fTr"ri'rTi't`i'►Tr`/r - rY - Y "f' f " 'f'rYfYfYr'r'Yr'rr'fYf'iYfYri cull{ h{/ �11111n11111IA1( fiLll/ llllllfll (tl(AI(tl(Allillllu�f/llill l( f7i/ f i "f t'fi'fi't i "fit'fif ( t if if i f i ► rf► Y/ Yrli' lTr' ri' fYr' rY► Yf'fi'lYi'ri'lTi'fr'lTr'rr' ►Tf' 'iTf'fr'► i9Tffr'ITffi'1YI'(Y ►Yf � l{Yiluluu�lllll ll uuluuuuuuuuulul 7lllillullll <llluul(fiullYlllii(lllil 11 Nit( III(1I11(AL Ir i - Iri i - f ii i' fifYf,i'if'rt'fi fii'fYf�ifi rif i 1l( lilf( 1( 1( fl/( llfll(/ Illl( IIu1111lllllluluululuuuuulluul��lulllYl�lllllllllllllllull (11u(u /1//1/1 / /1/1 /( //1�u11u1uuuululul�l�r(f (E) COLUMN PODIUM C GLASS RAILING, SEE SALES AREA a N I r (E) BRACE FRAME ESCALATOR PR, N.I.C. ELEVATOR, SHOWN IN BACKGROUND a r m (E) COLUMN . /•;:,,A;n /r..: ..y..: .:h. ; ' S r . : � ' .. . ,. „•Y•:. '1,' .. .... ... r -. e r n. ,.. .. .YY'.i..�y,..� •H: ^ r.F.;:f. - :. „n.!' NMI ^ 1 r 4 01 - 0101 {f/i(IU ( rlrlftiit( tir( f( ii /lY1F(rjP /,T +Fir+iif,T,iTyilC r(rlii►T,rDDIFjQt1►l f($ri►M(flii/ lilt{ rli► flT, f( fjr(/ llirifji {rli(I(f,Yr(i{i(r,YrlVi1(flr{r, AYlrirlif(r/i1►li I iflilh7li (fliifl7iiiflilfl7/tifliNI /tl I a N r MALL SERVICE CORRIDOR C W CO 0 co SPRINKLER PIPE A.F.F, SALES AREA ADJACENT TENANT SANITARY PIPE 13' -5" A.F.F. GREASE PIPE 13' -3" A.F.F. - P006 - 0 O Q ��p C E. COMp1 wa 2,1 70 �t wil.DTG ®- ... . ION MAR 1 1 2008 ER I 1/4" _ r-Cf I 1 OAQC US159 SOUTHCENTER MALL No. Date 867 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 DH Project No. 43328 62 I6 REGISTERED ARCHITECT DENNIS MICHAEL HEATH STATE OF WASHINGTON Issue Scale AS NOTED DravnBy: M.TSAN Droving No. Dennis Heath, Architect 2410 Mariner Square loop Alameda, CA 94501 Draiiugn aid iritteu material appearing herein constitute origin() aid unpublished uark of lke Architect and may not be diplicated, used or disclosed althea! iritten consent of the Architect ©DENNIS HEATH ARCHITECT -2007 02/06/08 DESIGN DEVELOPMENT 03/07/08 PERMIT, LANDLORD, BID R: \H &M \H&M_SouthcenterMall \Drawings \CD \US159_A40b.dwg BUILDING SECTION A4.Ob 7p\ G.C. TO EXTEND FINISH INTO LANDLORD'S COVE RETURN NEUTRAL BAND TO F.O. NEUTRAL PIER (E) FINISHED NEUTRAL PIER BY LANDLORD CONTINUOUS REVEAL TIGHT TO BRIDGE SOFFIT 1 1/2" X 1 1/2" THRESHOLD STAINLESS STEEL CLADDING CUPS LANDLORD FINISH — RETURN FINISH TO TENANT STOREFRONT EXPANSION JOINT 0 LANDLORD NEUTRAL PIER GRAPHICS APPLIED DIRECTLY TO THE STOREFRONT GLASS MUST HAVE MATCHING LETTERS AND FEATURES ON BOTH SIDES OF GLASS TO CREATE A FINISHED LOOK WHEN VIEWED FROM EITHER SIDE. MAXIMUM LETTER HEIGHT OF LETTERS IS 3" STOREFRONT ELEVATION - GROUND LEVEL r ffr - fi r~ / GLASS STABILIZER FINS BEYOND, TYP. (4) LOCATIONS 3 EQUAL SPACES PATCH FITTING STAINLESS STEEL BREAK METAL CLADDING 3 EQUAL SPACES FURRING WALL TO ALIGN WITH NEUTRAL PIER AND CAPTURE STOREFRONT GLAZING A5.2 EXTEND LANDLORD FLOORING TO STOREFRONT PEDESTRIAN WALL ABOVE ENLARGED PLAN AT STOREFRONT - GROUND LEVEL W w HATCH REGION REPRESENTS PEDESTRIAN BRIDGE 2 5.1 F.D. SOFFIT ABOVE ALIGN BOTTOM RAIL TO PILASTER NEUTRAL BAND ABOVE BY TENANT, ALIGN WITH LEASE UNE NEUTRAL BAND W/ STAINLESS STEEL CLADDING BY G.C. OF 'H &M" ILLUMINATED PENDANT SIGN & ALL GLASS ENTRANCE 3' -0" , 3' -0" STAINLESS STEEL BREAK METAL CLADDING ARCHED STOREFRONT SHOWN UNFOLDED "H&M" SUSPENDED SIGNAGE, TYP. (2) SALES AREA 27' 6" (E) LANDLORD COLUMN OF ENTRY, FINISH & LANDLORD COLUMN (E) MALL CONCOURSE NILC. C OF "H &M' ILLUMINATED PENDANT SIGN & ALL GLASS ENTRANCE 3' -0" 3' -0" ALL GLASS ENTRY DOORS AS SCHEDULED SEE SHEET A0.3 (E) LANDLORD STRUCTURAL COLUMN, N.I.C. DUST —PROOF STRIKE 2" DMDER STRIP RECESSED CONCEALED FLOOR CLOSER,T YP. PAIR OF GLASS ENTRY DOORS, TYP. ALIGN BASE OPILASTER STAINLESS STEEL CLADDING NEUTRAL BAND W/ STAINLESS STEEL BREAK METAL CLADDING BY G.C. F.D. (E) FINISHED NEUTRAL PIER BY LANDLORD— RETURN LANDLORD FINISH TO TENANT STOREFRONT A5.2 18' -0' A.F.F. T.O. 2ND FLOOVir 15 ' -0' A.F.F. B.O. MALL BULKHEAD ±13' -7" A.F.F. B.O. NEUTRAL BAND 4 B.Q. PEDESTRIAN BRIDGE 10' -0" A.F.F. T.O. STOREFRONT DOOR 1/2" CLEAR TEMPERED GLAZING, 1W. FINISH FLOOR 1/4'4-0' REVIEWED FOR CODE COMPLIANCE APPROVED MAY - 1 2008 City Of Tu B ILDIN' 1/4' -f-0' US159 SOUTHCENTER MALL 867 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 b2 113 DII Project No. 43328 Scale AS NOTED Drawing No. REGISTERED ARCHITECT DENNIS MICHAEL HEATH STATE OF WASHINGTON Issue STOREFRONT PLAN AND ELEVATION GROUND LEVEL A5.Oa Dennis Heath, Architect 2410 Mariner Square loop Alameda, CA 94501 Irauings and nritten material appearing herein constitute origin() and unpublished nark of the Architect and may not be duplicated, used or disclosed nitbout mitten consent of the Architect ()DENNIS HEATH ARCHITECT -2001 QAQC No. Dote 02/06/08 DESIGN DEVELOPMENT 03/07/08 PERMIT, LANDLORD, BID A 03/19/08 ADDENDUM B LL COMMENTS / ARCH CLARIFICATION DECEIVE! APK b LW() PERMIT UENT€h DravnBy: M.TSANG R: \H&M \H&M_SouthcenterMal I \Drawings \CD \US159J15ao.dwg rrirrrrri/ rrrririr�rrr /��rrr�r/a/ar/rir/r////�// /ter/ iii// iiir�rrif/ �r�r/ iiririrrrrirrirarr�i/ �r/ �rrrrirrr/ r�/ � / r, / iaaiiar�ra�rirrrrr�i��rrrrarrrr�rr�iir /�rr� ar n 1'i 1 ''/ ///y / / %/////////%/////2,, 7Yr/ f/ fGG f// cf' G% 5 %/ / %/1: " %// // /////r////// / / //f rff/ //I /rI ///f/ *1.=0" // //// '/. ,/ f/ r/r///!/ Of//////// r// /%////////G/%O / %// /r// ////Yf//.///f/ /f / / ///f/9 q/`// Y/ Y// f/ f/// f /f//rf / / / /// / /r./,;%/////// /G/f ,,,,,,,,„:,/;,,7,„ ,,v;// ,,,,,,, , ,,,,52. STOREFRONT ELEVATION - SECOND LEVEL 2 -A LEASE LINE (E) FINISHED NEUTRAL PIER BY LANDLORD 5 EQ. SPACES NEUTRAL BAND ABOVE BY TENANT, ALIGN WITH LEASE UNE GLASS STOREFRONT ENLARGED PLAN AT STOREFRONT - SECOND LEVEL 2 -A NEUTRAL BAND BY TENANT GRAPHICS APPLIED DIRECTLY TO THE STOREFRONT GLASS MUST HAVE MATCHING LETTERS AND FEATURES ON BOTH SIDES OF GLASS TO CREATE A FINISHED LOOK WHEN VIEWED FROM EITHER SIDE MAXIMUM LETTER HEIGHT OF LETTERS IS 3" 3 EQ. SPACES 1 1/2" X 1 1/2" THRESHOLD STAINLESS STEEL CLADDING CUPS STAINLESS STEEL BREAK METAL CLADDING STAINLESS STEEL CLADDING 3 EQ. SPACES .. • =r4� �^i JL i .. . f!! 11 111111—. it AM fic IMi M 1' -4" 3' -3 1 "H &M" SUSPENDED SIGNAGE, TYP. (2) (E) MALL CONCOURSE N.I.C. OF "H &M' ILLUMINATED PENDANT SIGN & ALL GLASS ENTRANCE 3' -0" 3' -0" 2� STAINLESS STEEL BREAK METAL CLADDING ARCHED STOREFRONT SHOWN UNFOLDED OF "H&M" ILLUMINATED PENDANT SIGN & All GLASS ENTRANCE 3' -0" 3' -0" OF ENTRY & LANDLORD COLUMN (E) LANDLORD STRUCTURAL COLUMN ALL GLASS ENTRY DOORS AS SCHEDULED SEE SHEET A0.3 �i--- „...$•. L 3' -3 1/2" PAIR OF GLASS ENTRY DOORS, TYP. GLASS STABILIZER FINS BEYOND, TYP. (4) LOCATIONS STAINLESS STEEL BREAK METAL CLADDING STAINLESS STEEL CLADDING 3 EQ. SPACES 1/2" CLEAR TEMPERED GLASS GATE, TYP. (2) SEE DOOR SCHEDULE EXPANSION JOINT RECF A APR 16 (Chum PERMIT CEN I IL US159 SOUTHCENTER MALL DH Drawings and aritten material appearing here's constitute origins and unpublished work of the Architect and mop not be duplicated, used or disclosed without arittea consent of the Architect ()DENNIS HEATH ARCHITECT --2007 QAQC No. Dote Issue /B\ 03/19/08 Project No. Scale DravnBy: 867 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 6216 DENNIS MICHAEL HEATH STATE OF WASHINGTON Dennis Heath, Architect 2470 Mariner Square Leap Alameda, CA 94501 02/06/08 DESIGN DEVELOPMENT 03/07/08 PERMIT, LANDLORD, BID ADDENDUM B LL COMMENTS / ARCH CLARIFICATION 43328 AS NOTED M.TSANG R: \Hach \H&M_SouthcenterMall \Drawings \CD \US159. A50b.dwg Drawing No. STOREFRONT PLAN AND ELEVATION SECOND LEVEL 2 -A A5.Ob STOREFRONT ELEVATION - SECOND LEVEL 2 -B ENLARGED PLAN AT STOREFRONT - SECOND LEVEL 2-B A • se 0 r GRAPHICS APPLIED DIRECTLY TO THE STOREFRONT GLASS MUST HAVE MATCHING LETTERS AND FEATURES ON BOTH SIDES OF GLASS TO CREATE A FINISHED LOOK WHEN VIEWED FROM EITHER SIDE. MAXIMUM LETTER HEIGHT OF LETTERS IS 3" 5 EQ. SPACES 2 EQ. SPACES GLASS STOREFRONT 3 • ALIGN UNE OF GYP. BD. SOFFIT BEHIND. SEE SECTIONS 106' -1 1/2" F.D. NEUTRAL BAND BY TENANT ARCHED STOREFRONT SHOWN UNFOLDED EXTEND LANDLORD FLOORING TO STOREFRONT F.D. LEASE LINE RETURN LANDLORD NEUTRAL. BAND NEUTRAL PIER 13' -0" A.F.F. B.O. MALL BULKHEAD 10' —O" A.F.F. T.O. STOREFRONT DOOR (E) FINISHED NEUTRAL PIER BY LANDLORD — RETURN FINISH TO TI STOREFRONT 1 1/2" X 1 1/2" THRESHOLD STAINLESS STEEL CLADDING CUPS 1/4'=1 —0` REVIEWED FOR �� � CODE CA MP APPROV Piii\R 2 x±00 City Of Tutvaile XLDM :D `ICai i RETURN LANDLORD NEUTRAL PIER FINISH TO STOREFRONT ffF7. MAR 1 12008 o 'ER B.O. MALL CEILING 1/4' =1-D" 0' -0" FINISH FLOOR milF US159 SOUTHCENTER MALL Draliegs aed 'tithe material appearing herein coestilete arigiea aid uepublished York of the Architect and may not he diplicoted, used or disclosed eithout iritten coesent of the Architect ©DENNIS HEATH ARCHITECT -2007 OARC No. Dote Project No, Scale DravnEly: 867 SOUTHCENTER MALL TUKWILA WASHINGTON 98188 REGISTERED ARCHITECT DENNIS • .CI4AEI HEATH STATE OF WASHINGTON 6716 Issue Dennis Heath, Architect 2470 Mariner Square Loop Alameda, CA 94501 02/06/08 DESIGN DEVELOPMENT 03/07/08 PERMIT, LANDLORD, BID 43328 AS NOTED M.TSANG R: \H &M \H&M_SouthcenterMall \Drawings \CD \US159_150c.dwg Drawing No. STOREFRONT PLAN AND ELEVATION SECOND LEVEL 2 —B 1 A5.Oc i .11 :9.155555597aWYMW r 18'-0' T.O. SECOND LEVEL FINISHED FLOOR (E) MALL BULKHEAD 5/8" GYP. BD. OVER LL BULKHEAD FRAMING zr 16' -0" A.F.F. B.O. TENANT CEIUNG TIGHT TO DECK NEUTRAL BAND W/ S.S. CLADDING 15' -0' A.F.F. B.O. (E) MALL BULKHEAD B.O. TENANT CEILING 13' -7 A.F.F. IT B.O. SOFFIT 1/2" CLEAR TEMPERED GLASS LEASE LINE STAINLESS STEEL RAIL CONC. SLAB T.O. FINISHED FLOOR 4 4. As 1 A5.2 LLT -1 I l MIN. A6.5 EQ. 5'—O" (E) GUARDRAIL CT -1 4 •� �s ALL STOREFRONT DESIGN MUST BE INDEPENDENTLY SUPPORTED FROM THE MALL STRUCTURE. LANDLORD'S MALL BULKHEAD CAN ONLY BE USED FOR LATERAL SUPPORT. TENANT IS TO SUPPLY 5/8` TYPE X GYP. BD. ON TENANT'S SIDE OF LANDLORD BULKHEAD AT STOREFRONT AND PROVIDE RATING AS REQUIRED BY CODE. MIL. STUD DIAGONAL BRACING LAIDED INTO SOFFIT FRAMING 16' -1 1 2" AF.F. B.O. STRUCTURE SUSPENDED GYP. BD. CEIUNG (E) COLUMN BEHIND NESTED METAL STUD OPEN DISPLAY PODIUM I PT--1 STOREFRONT SECTION AT WINDOW M-og 1 2 db. 18' -0` AF.F. T.O. SECOND LEVEL FINISHED FLOOR (E) MALL BULKHEAD 5/8" GYP. BD. OVER LL BULKHEAD FRAMING ± 16' A.F.F. B.O. TENANT CEIUNG TIGHT TO DECK NEUTRAL BAND W/ S.S. CLADDING 15' —O" A.F.F. B.O. (E) MALL BULKHEAD 13' -7 A.F.F. B.O. SOFFIT "H &M" PENDANT SIGNAGE A5.4 PILASTER WRAPPED IN STAINLESS STEEL CLADDING LEASE LINE CONC. SLAB O'—O` A.F.F. T.O. FINISHED FLOOR ;r 4 A5.2 • • I I l ✓1 . LLT -1 (E) GUARDRAIL } A5.2 CT -1 ALL STOREFRONT DESIGN MUST BE INDEPENDENTLY SUPPORTED FROM THE MALL STRUCTURE LANDLORD'S MALL BULKHEAD CAN ONLY BE USED FOR LATERAL SUPPORT. TENANT IS TO SUPPLY 5/8" TYPE X GYP. BD. ON TENANT'S SIDE OF LANDLORD BULKHEAD AT STOREFRONT AND PROVIDE RATING AS REQUIRED BY CODE. MR— STUD DIAGONAL BRACING LADED INTO SOFFIT FRAMING SUSPENDED GYP. BD. CEILING (E) COLUMN BEHIND NESTED METAL. STUD L— BRACKET TRANSOM WINDOW 1O' AF.F. gh T.O. GLASS DOOR GLASS DOOR. SEE DOOR SCHEDULE R- atWEDFO CODE COMPLIANCE APPROVED MAY -1 2008 City Of Tukwila ILDING DIVISION . DoBH25 REC $' APR 16PIA PERMIT Cum! STOREFRONT SECTION AT ENTRY US159 SOUTHCENTER MALL 867 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 REGISTERED ARCHITECT w ENNIS MICHAEL HEATH STATE OF WASHINGTON 6216 DII Dennis Heath, Architect 2410 Uariner Square loop Alameda, CA 94501 Drawings aad written material appearing berth constitute origina and unpublished work of the Architect and may not be duplicated, used or disclosed without written consent of the Architect ©DENNIS HEATH ARCHITECT -2007 QAQC No. Dote Issue 02/06/08 DESIGN DEVELOPMENT 03/07/08 PERMIT, LANDLORD, BID B\ 03/19/08 ADDENDUM B LL COMMENTS / ARCH CLARIFICATION Project No. 43328 Scale AS NOTED DrawnOy: M.TSANG R: \H &M \H&OJ— SouthcenterMall \Drawings \CD \US15911.51 a.dwg Dra wing No . STOREFRONT SECTIONS GROUND LEVEL A5.1a (E) MALL BULKHEAD 5/8" GYP. BD. OVER LL BULKHEAD FRAMING NEAUTRAL BAND W/ S.S. CLADDING z, 13'-0' A.F.F. B.O. (E) MALL BULKHEAD Y 12' -7' AF F. B.O. SOFFIT 1/2" CLEAR TEMPERED GLASS LEASE LINE STAINLESS STEEL RAIL jib O' -0' A.F.F. T.O. FINISHED FLOOR 4 A5.2 A LiT -1 • . STOREFRONT SECTION AT WINDOW f FF f 4 ALL STOREFRONT DESIGN MUST BE INDEPENDENTLY SUPPORTED FROM THE MALL STRUCTURE. LANDLORD'S MALL BULKHEAD CAN ONLY BE USED FOR LATERAL SUPPORT. TENANT IS TO SUPPLY I" TYPE X GYP. BD. ON TENANT'S SIDE OF LANDLORD BULKHEAD AT STOREFRONT AND PROVIDE RATING AS REQUIRED BY CODE. CST -1 (E) LL HVAC DUCTWORK, V.I.F. BRACE TO (E) STRUCTURE SEE 5/A6.0a, SIM. METAL STUD DIAGONAL BRACE LANDED INTO PARTITION FRAMING / SOFFIT FRAMING MP- STUD SOFFIT FRAMING CLOSED DISPLAY WINDOW 10' -0" A.F.F B.O. CEILING. SECTION THROUGH DISPLAY WALL CLOSED DISPLAY PODIUM IPT O' -5" A.F.F. T.O. CLOSED DISPLAY PODIUM (E) MALL BULKHEAD 5/8' GYP. BD. OVER LL BULKHEAD FRAMING NEUTRAL BAND W/ S.S. CLADDING 13' —O" A.F.F. B.O. (E) MALL BULKHEAD k 12' A.F.F. B.O. SOFFIT "H &M" PENDANT SIGN 1 A5.4 PILASTER WRAPPED IN STAINLESS STEEL CLADDING LEASE LINE Al b 0'-0' A.F.F. T.O. FINISHED FLOOR STOREFRONT SECTION AT ENTRY nor— A6i EQ. A__ GLASS STABILIZER FIN TRANSOM WINDOW 4' -10 3/4" .4 . A5.2 SIM. 4 l yf111N1 r;w; ° � , ,,„ = kfiri/ iti, --_ Y _. .. �w ■wrwunwr,awww.w.wA - LIT -1 • 4 .4 4 CST -1 ALL STOREFRONT DESIGN MUST BE INDEPENDENTLY SUPPORTED FROM THE MALL STRUCTURE. LANDLORD'S MALL BULKHEAD CAN ONLY BE USED FOR LATERAL SUPPORT. T ENANT IS TO SUPPLY r TYPE X GYP. BD. ON TENANT'S SIDE OF LANDLORD BULKHEAD AT STOREFRONT AND PROVIDE RATING AS REQUIRED BY CODE. (E) LL HVAC DUCTWORK, V.I.F. BRACE TO (E) STRUCTURE. SEE 5 /A6.Oa, SIM. METAL STUD DIAGONAL BRACE LANDED INTO PARTI11ON FRAMING / SOFFIT FRAMING MIL STUD SOFFIT FRAMING 10' -2' A.F.F. B.O. CEUNG 10'—O' A.F.F. T.O. GLASS DOOR GLASS DOOR. SEE DOOR SCHEDULE REVIEWED COMPLIANCE APPROV ED NAY - 2006 City 0 Tulovil B ILOIN `:. 4 . RECEIVEr APR 16 2008 PERMIT CENT.; rer -or US159 SOUTHCENTER MALL 867 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 REGISTERED ARCHITECT OENNIS MICHAEL HEATH STATE OF WASHINGTON 6216 DII Dennis Heath, Architect 2410 Mariner Square loop Alameda, CA 94501 Drawings and written material appearing herein constitute origins and unpublished work of the Architect and may sot be duplicated, used or disclosed without written consent of the Architect ()DENNIS HEATH ARCHITECT -2007 QAQC No. Date Issue 02/06/08 DESIGN DEVELOPMENT 03/07/08 PERMIT, LANDLORD, BID nB 03/19/08 Project No. 43328 IIIIIIIIII Scale AS NOTED DrawnBy: M. TSANG R: \HdeM \HdcM_SouthcenterMall \Drawings \CD \US159_A51 b.dwg ADDENDUM B LL COMMENTS / ARCH CLARIFICATION Drawing No. STOREFRONT SECTIONS SECOND LEVEL A5.lb US159 SOUTHCENTER MALL 867 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 DH Drawings and written material appeariwg herein constitute origino and unpublished work of the Architect end may not be duplicated, used or disclosed without written consent of the Architect ©DENNIS HEATH ARCHITECT -2007 QAQC No. Date Issue 02/06/08 DESIGN DEVELOPMENT 03/07/08 PERMIT, LANDLORD, BID / \ 03/19/08 REG/STEr EO ARCHITECT DENIS MICHAEL HEATH STATE OF WASHINGTON '216 Project No. 43328 Scale AS NOTED DravnBy: M.TSANG A5.2 Denis Heath, Architect 2470 Worker Square Loop Alameda, CA 94501 L / ARCH CLARIFICATION R: \H&M \H&M _ SouthcenterMoll \prawrngs \CD \US158J452.dwg Drawing No. STOREFRONT DETAILS 2X2 CEMENT COMPO5ITION CHANNEL AND BOX BEAM CONT. SOLID F.T. WO. BLOCKING (E) MALL BULKHEAD MALL LIGHT (E) IIO 1 0 0 1------ _„..____________ THUMB-TURN MID. IN SOT. RAIL OF PILOT POINT DOOR BOTTOM TILE FLOOR 'WATER I 3 5 /8 METAL STUD SOLID BLOCKING ----------- Adillilli • OF ENTRY 2 5/8" 1 RAIL /4" f / r 112"EIZE I I I .47 I w w "" �,E �� ja1 • ." y �� ���• CLEAR" STRUCTURAL SILICONE - j ; t OF RIL & PNO7 POINT TYP. AI JGN CLR. " L- BRACKET ALUM. GLAZING \ END CAP, [ . ANOD. ALUM. BOTTOM RAIL I ' 1 1 w "`° CHANNEL SECURE GLAZING W/ BLA " STRUCTURAL SILICONE V , ' ..µ_ ,, \\ \ DUST -PROOF STRIKE, LOCATE AS 1/2" CLEAR TEMPERED GLASS MALL FLOORING, CLOSE TO 1/2" CLF-AR ] 1 ... } ,.. €.,... ff. } I ALUMINUM GLAZING CHANEL • STOREFRONT REQUIRED PER THUMBTURN LOCATION CYLINDER LOCK " �� ° '`�" �, .,\ � ... • • • w 1/2 GLASS STABILIZER AN DOOR SWING TEMPERED GLASS 1/2" CLEAR TEMPERED GLASS DOORS -- SEE SHEET A0.1 FOR DOOR SCHEDULE ' 4 # 1 0 Fes, FIN GLAZING FITTING [ , - LEASE LINE GLAZING PATCH FITTING ENTRY DOOR PIVOT /SIDELIGHT 12 INSIDE CORNER re �� 9 ENTRY DOOR HEAD s' ?-or 6 GLAZING HEAD AT SECOND LEVEL 6414-06 _ I CLEAR TEMPER CEMENT COMPO RAIL t OF RAIL STOREFRONT ENTRY DOOR SEE DOOR SCHEDULE ON SHEET A0.1 STOREFRONT SILL BEYOND CLOSE MALL FLOORING TO DOORS (SEE FINISH SCHEDULE) SCHLUETER STRIP BOTTOM PNOT SALES AREA FLOORING OVER MANUFACTURER APPROVED ENSURE NG COMPOUND TO ENSURE SMOOTH TRANSITION SLOPE (AS MAY BE REQ'D BY SHE CONDITION) +0 A.F.F. c V MALL BULKHEAD X 3/4 CLEAR ANODIZED REVEAL INSTALLED AND ' GLASS V SALES AREA i 'pi • • MALL " C u2/ S - ,� - I£ • (E) I i; is i n (E) MALL CONCOURSE 3/4" BD. ALL SALES AREA i , I 3/4 ALUMINUM il' r ..� C .I -p• m C , ] • • • • BETWEEN VERTICAL AND �E�I LL NEUTRAL BULKHEAD STOREFRONT F® ' PIER SOFFTTS DESIGN BLOCKING -- 2 X 6" HIGH STAINLESS STEEL GLAZING SILL SECURED TO CONCRETE SUB —FLOOR WITH 1/2" TEMPERED GLASS WITH CLEAR NON — YELLOWING SILICONE JOINTS • 1/2 2X2 F E® CODE COMPLIANCE APPROVED MAY -1 . 2008 . — ......... - _ •y FLOOR CLR. C -1 I ENTRY ANOD. ALUM. BOTTOM BUTT JOINT 0 FLOORING, CLOSE • [ TYP. City Of Tukwila S ILDIN CONTINUOUS ' D1VISIO SOLID Go / C STAINLESS STEEL CLADDING ON F.R.T. PLY. WD. ON 5/8" GYP. ON METAL STUD FRAMING. TYP. SIDES SEAM STAINLESS AS SHOWN ��- 5/8' METAL STUD GLAZING CHANEL CLEAR TEMPERED LINE - „ ! / \ MALL w-.. [ 3 ■I "�,�� • i 1/8. TYP. • 1 I FINISH FLOOR i- CONCRETE SLAB I n ALIGN n • '‹ STOREFRONT T /8 ALUMINUM i3e��rls< ire` l�fii `«.rrr? �g5 _ „ /I ` 4 , . . . <-f . f ` ' 4. 4 . w .' • • • (E) A 1/2" LEASE 1' -4" / / OUTSIDE CORNER re-o• 11 PI A TERS 0 TRY 11/2-1 O 8 :. ENTRY DOOR THRESHOLD T� 5 GLAZING HEAD AT GROUND LEVEL 3 r-'T I 4W' I � ir W Ill ► ' ! • I fill r ip 4 33, i PAINTED sauna BALI. (N.I.C.) WHITE 3 4 MDF OVER 5 8 / / SALES—ARE ila (N.I.C.) D08.....i 3 a" / PAINTED GYP. BD. ip 4.I tP ' ifil, f w �� ! I g , I ;€ I x t I { ; ' , 9 � GYP. BD. ,► r £ f3, PLYWOOD A7 DISPLAY. ALL SEAMS TO BE FILLED W/ CORNER GUARD ff� f 1 ' I r r " r'=�" f I ` 1 r SILL PROVIDED BY STOREFRONT VENDOR �� �' ; 0 : ",- — r B ONDO AND SANDED SMOOTH PRIOR TO PRIMER COAT BRUSHED FINISH STAINLESS • . CLR ANOD. ALUM. BREAK METAL CLAD BEYOND • CLOSE MALL FLOORING TO ENTITY DOORS (SEE FINISH SCHEDULE) 611 BREAK MTL CLAD, S� LEASE LINE 9 elm...— f ; r r r ' r iril k� - � ` - � -- iVit l / ff ' I .g LEASE LINE N,_...., GLAZING CHANNEL OR � � "` ` l I t I I � _ NEUTRAL I SALO MAUFACTURER APPROVED ENSURE SMOOTH TTRANSFON SLOPE (AS MAY BE REQ D ._..�...,w�. µ ..,. ,.... _ _ ` BY _. SITE CONDITION) +O' -0" A.F F. BAND ABOVE ► I f 1, . ��� f 5 ' F, pg. �.r. . ._.., FINISH FLOOR ECE VEF APR 1 G ZOL PERMIT OENTEw (E) LANDLORD NEUTRAL e I e PIER FRAMING I ��.. ..:: �.�, " •,� •• "4.. �...... _ :���.::::S.::...... w` .. �. : , :n.:: : w .,w...... . • w .�� ". . ...N_w........_.,_.._w. �. LLT -1 ► ......_...r_ . _ ._ ...._ r ..............._.........,�_. u . . <14 CST -1 " LLT -1 .. ter.:: CST -1 . — � —" ~"— - - - -- --- — m ( m B G.C. TO VERIFY DIMENSIONS LANDLORD TO FINISH — CLOSE TO TENANT STOREFRONT LANDLORD TO FINISH — AND CONDITIONS IN FIELD CLOSE TO TENANT STOREFRONT RIGHT SIDE JAMB AT NEUTRAL PIER 11/2" =f-0�' _ 10 RIGHT SIDE JAMB AT NEUTRAL PIER 11/2" =�-D" _ 7 BOTTOM RAIL AT DISPLAY WINDOW 6' =7-0" TYP. BOTTOM RAIL ? G"= P-rY _ 4 1 US159 SOUTHCENTER MALL 867 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 DH Drawings and written material appeariwg herein constitute origino and unpublished work of the Architect end may not be duplicated, used or disclosed without written consent of the Architect ©DENNIS HEATH ARCHITECT -2007 QAQC No. Date Issue 02/06/08 DESIGN DEVELOPMENT 03/07/08 PERMIT, LANDLORD, BID / \ 03/19/08 REG/STEr EO ARCHITECT DENIS MICHAEL HEATH STATE OF WASHINGTON '216 Project No. 43328 Scale AS NOTED DravnBy: M.TSANG A5.2 Denis Heath, Architect 2470 Worker Square Loop Alameda, CA 94501 L / ARCH CLARIFICATION R: \H&M \H&M _ SouthcenterMoll \prawrngs \CD \US158J452.dwg Drawing No. STOREFRONT DETAILS NOT USED / / / / / / / / / / / / / / // L 3' -0" MAX. w / MANAGEMENT BARRICADE SECTION LEASE UNE WHERE OCCURS — RETURN BARRICADE TO NEUTRAL PIER, TYP. BARRICADE SUPPUED AND INSTALLED BY LANDLORD BARRICADE ELEVATION R g c LEASE UNE, WHERE OCCURS 11 (E) MALL BULKHEAD (WHERE OCCURS) VISQUEEN GYP. BD. OVER 3 we x 25 GA. METAL STUDS. AT 24" O.C. MUD & TAPE JOINTS TYP. SMOOTH FINISH. 3 5/8" x 25 GA. METAL STUD BRACING AND BOTTOM STRUTS AT 10' -0" O.C. MAX. SECURE BOTTOM STRUTS W/ SANDBAGS AS REQUIRED. 1/4"4-H 1/4"4-H 11 1 PAIR 3' —O" x 7'--0" DOORS FOR ACCESS (WHERE OCCURS). PROVIDE AND INSTALL DEADBOLT LOCK AND PAINT 3' -0" 3' —O" X' —X" LEASE UNE TO LEASE UNE V.I.F. NOT USED NOT USED EQ. NOTES: 1. CONTRACTOR TO VERIFY WITH MALL MANAGEMENT ALLOWABLE FINISH SIZES OF BARRICADE. 2. ONE LAYER OF 1/2" HOMOSOTE TO BE PLACED ON THE FLOOR BETWEEN THE LEASE UNE & BARRICADE CONTRACTOR TO VERIFY REQUIREMENT WITH MALL MANAGEMENT. ON BARRICADE GRAPHIC REQUIREMENTS ESPECIALLY CLEARANCES IN MALL CORRIDOR. H /4 1 -4-0 9 7 NOT USED NOT USED NOT USED NOT USED NOT USED GRIND & POUSH WELDS ON BRUSHED STAINLESS STEEL TUBE FRAME AROUND RED ACRYLIC H&W LETTERS TO BE BRUSHED STAINLESS STEEL ILLUMINA Pos 1/2 EDE SIGNANGE MUST BE ON SEPARATE CIRCUIT AND ON 7 DAY TIME CLOCK SET TO MALL'S OPERATING HOURS. IGNAGE PROVIDED BY H &M GC TO PROVIDE POWER, SUPPORT D INSTALLATION OF SIGNAGE, ALL GNAGE SHALL BEAR A UL LABEL ONCEALED FROM PUBLIC VIEW. GN TO BE WIRED TO TIME —CLOCK REVIEWED FOR CODE COMPLIANCE APPROVED MAY -1 2008 City Of Tukwila B ILD N Ir IVI . ION SIGNAGE TO BE SUBMITTED UNDER SEPARATE PERMIT BRUSHED STAINLESS STEEL BOLT PLATE WELDED TO TUBE (PROVIDE CUTOUT FOR POWER) FRAME AROUND RED ACRYLIC H&W LETTERS TO BE BRUSHED STAINLESS STEEL RED ACRYUC H&W LETTERS 1' BRUSHED STAINLESS STEEL TUBE TO SUPPORT AND CONCEAL POWER FEED G.C. TO RECEIVE WRITTEN APPROVAL FROM LANDLORD BEFORE PROCEDING WITH INSTALLATION OF SIGNAGE NO SIGNAGE SHALL EXTEND MORE THAN 6 BEYOND LEASE UNE — G.C. TO COORDINATE 3/4� =f- SIGN - SOFFIT MTD. 0" 1 US159 SOUTHCENTER MALL 867 SOUTHCENTER MALL TUKWILA WASHINGTON 98188 Dli Drawings and 'alto! material appearing herein constitute origin° and unpublished wort of the Architect and may not be duplicated, used or disclosed without written consent of the Architect (DENNIS C HEATH ARCHITECT-2007 QAQC No. Dote Issue 02/06/08 DESIGN DEVELOPMENT 03/07/08 PERMIT, LANDLORD, BID A 03/19/08 REGISTERED ARCHITECT OEIIINIS MICHAEL HEATH STATE OF WASHINGTON ADDENDUM COMMENTS / ARCH CLARIFICATION RECEIVED APR 16 2008 rIE1F nrr CE TE - Dennis Heath, Architect 2410 Mariner Square Loop Alameda, CA 94501 Project No. 43328 IIIIIIIIII Scale AS NOTED DrawnBy: M.TSANG R: \H&M \HdcM_SouthcenterMall \Drawings \CD \US159J154.dwg Drawing No STOREFRONT BARRICADE AND SIGN DETAILS A5.4 -3 5/8" X 1 5/8" FLANGE X 18 GA. —4" X 1 5/8" FLANGE X 20 GA. — BRACING PER DETAIL 5 /A6.Oa STUD GA. LIMITING HT. SCHEDULE GYPSUM BOARD USE 5/8" TYPE 'X' GYP. BD. WITH 3 5/8* X 20 GA. METAL STUDS; ASTM E -84 UNDER THE MILL— BURTON ACT. IT HAS A FLAME SPREAD RATE OF 15, FUEL CONTRIBUTION OF 15, AND SMOKE DENSITY OF 0. CONTACT: STEVE MUNOZ, U.S. GYPSUM ASSOCIATION (415) 792 -4400 PAINT FINISH ON WALL AND OTHER SURFACES: BENJAMIN MOORE PAINT; ASTM E -84 UNDER THE MILL— BURTON ACT. Tf HAS A FLAME SPREAD RATING OF 15, FUEL CONTRIBUTION OF 15, AND SMOKE DENSITY OF 0. CONTACT: CHRISTOPHER POWELL, BENJAMIN MOORE PAINTS (800) 642-5678 PLAN LAMINATE SEE VENDORS BELOW; ASTM E -84 WITH A FLAME SPREAD RATING OF 100 AND SMOKE RATING OF 35. CONTACTS: STEVE TRACK, WILSONART (510) 489 -9555 SHIRLEY DEHART, NEVAMAR (800) 264 - 0778 X7708 UESL HEIL, FORMICA (415) 956 -7742 CHRISTAL GRESS, PIONITE (650) 207 -7735 MEDIUM DENSITY FIBERBOARD (MDF), MEDITE CORPORATION; FORMALDEHYDE —FREE WOOD —BASED PANEL PRODUCT (SHELVING). CONFORMS TO ASTM D 2037 -87 -25 WHEN TESTED IN ACCORDANCE WITH UL TEST 723 OR ASTM E -84. CONTACT: MEDITE CORPORATION (541) 773 -2522 WHEATBOARD SHELVING WHEATBOARD — PRESSBOARD PRODUCT, UREA FORMALDEHYDE FREE FLAMESPREAD INDEX 95 RUBBER BASE ASTM F1861 -98, TYPE TS, GROUP 1, STYLES A & B — FEDERAL SPEC. SS —W -40A TYPE 1, STYLES A & B ASTM E84 >CLASS B RATING WITH SMOKE DENSITY OF 150 -200 CONTACT: COLLEEN CORBETT, 800 - 669 -7010 EXT. 550 FLAME SPREAD RATINGS 3/8" LONG 1/16" TYP. ALL FLANGES OF BACKING PLATE TO 16 GA. STUD 16 GA. SCREW STUDS WHERE BACKING PLATES OCCUR BACKING PLATE 6"x 1 1/4" 16 GA. TRACK NOTCHED AROUND AND WELDED TO STUDS BLOCKING PLATE TYPE 'B" SEE SCHEDULE BACKING PLATE 6" x 1 1/4" 16 GA TRACK NOTCHED AROUND AND WELDED TO STUDS BLOCKING PLATE TYPE "A' NOTES;. 4 STUDS 0 16" O.C. MIN. METAL FRAMING BACKING DETAILS WALL STUD OPTIONS ® 16" Q.C. — 4 "X2 " RANGE X 18 GA. — 6" X 1 5/8" FLANGE X 20 GA. — NO BRACING i i DOUBLE STUD 0 SIDES OF OPENINGS UNE OF CEILING, WHERE OCCURS BACKING PLATE 6" x 16 GA MTL PLATE WELDED 0 4 STUD MIN. N.T.S. N.T.S. DOUBLE STUD 0 SIDES OF OPENINGS 1" LONG 1/16 GROOVE WELD TYP. 0 WEB OF BRACING PLATE TO STUD DOUBLE STUD 0 SIDES OF OPENINGS (3) #10 F.H.S.D.S. 1' LONG 1/16 GROOVE WELD TYP. O WEB OF BRACING PLATE TO STUD 1. TYPE "A" BACKING FOR MISC. ITEMS, IE. SURFACE MTD. MIRRORS, WASTE RECEPTACLES, TOWEL DISPENSERS, ETC. MAXIMUM WEIGHT — 50 LBS. 2. TYPE "B' BACKING PLATES FOR UPPER WALL HUNG CABINETS (UP TO 2 SHELVES) BASE CABINETS, FULL HEIGHT CABINETS, HANDRAILS, GUARDRAILS, GRAB BARS, WALL HUNG EQUIPMENT, ETC. MAXIMUM WEIGHT — 100 LBS. /FT. 3. SEE TYPICAL WALL FRAMING FOR GAUGE OF STUDS, VERIFY LENGTH, HEIGHT, LOCATION OF BACKING PLATE, AND NUMBER. 4. REQ'D WITH ACCESSORY MANUFACTURERS. USE #12 SELF TAPPING SHEET METAL SCREWS WHEN ATTACHING ITEMS TO BACKING PLATE. 5. WALL STUD FLANGES ARE CONTINUOUS AT BACKING PLATE. I 12B 12A 1 CONNECT DEFLECTION TRACK TO (E) CONCRETE FILLED MIL DECK FLUTES W/ (1) P.A.F. 0 16' O.C. 0.118' 0 HILTI, X —DW POWDER ACTIVATED FASTENER (PAF.) W/ 1" EMBEDMENT. CONT 18 GA. DEEP LEG DEFLECTION TRACK (2" MIN. DEEP LEGS) CONT. TRACK WITH (1) #10 SCREW IN EACH FLANGE OF EACH STUD CONNECT DEFLECTION TRACK TO (E) CONCRETE FILLED MIL DECK FLUTES W/ (1) PAF: ® 16" O.C. 0.118" 0 HILTI, X —DW POWDER ACTIVATED FASTENER (PAF.) W/ 1" EMBEDMENT. SAFING MATERIAL SEALANT W/ BACKER ROD 1 LAYER TYPE "X" GYP. BD. 1" DEFLECTION SPACE (DO NOT FASTEN RUNNER, STUDS, OR GYP. BD. TO COMP. TRACK) FASTEN MIL STUD TO RUNNER RUNNER TRACK ... S lyl6l, ....QEB U.L NO. HW$ - 0008 RATED DEFLECTION TRACK 17' -5" A.F.F. FIRST FLOOR) '/, 21' -5" A.F.F. (SECOND FLOC (E) DECK (N) 5/8" TYPE "X" GYP. BD. BY G.C. (TENANT SIDE ONLY) (E) 6" STEEL STUDS 0 16 O.C. BY LANDLORD • (E) SEALED CONCRETE SLAB (E) RAMSET AT REQUIRED (E) 6' CONTINUOUS UNPUNCHED STEEL TRACK FLOOR FINISH AS SCHEDULED 4 : , (E) PRINTABLE FIRESTOP . SEALANT (BOTH SIDES) . 1 -HR PARTITION AT FINISHED CORRIDOR METAL STUDS. FOR GA. AND SPACING, REFER TO 12/A6.0 FOR SHEATHING REFER TO CONSTRUCTION PLANS. 1 -1/2" X 3* X 16 GA. CHANNEL WIDTH, TYP. — ATTACH AT EVERY STUD WITH (2) #10 SCREWS. 3/4" 16 GA COLD — ROLLED CHANNEL — LOCATE AT 4' -0' O.C. HORIZONTALLY, OR AS REQUIRED BY LOCAL CODE. PROVIDE CUP ANGLE(S) A.F.F. AT WALLS 10' -0" HIGH OR LESS, AND EVERY 4' -0" AT WALLS GREATER THAN 1O' -0' OR AS REQUIRED BY LOCAL. CODES. iELMALL SEIIVICE CORRIDOR — N.I.C. 5/8* DEFLECTION GAP (E) 6' SLOTTED TRACK (SLP —IRK OR EQ.) 1.24.-NuaLl THE FOLLOWING FASTENING REQUIREMENTS ARE TAKEN FROM UL'S SPECIFICATION FOR THE INDICATED ASSEMBLY. REFER TO UL'S DOCUMENTATION FOR COMPLETE ASSEMBLY REQUIREMENTS AND ALLOWABLE OPTIONS: GYPSUM BOARD: 5/8' THICK, 4 FT WIDE, ATTACHED TO STEEL STUDS AND FLOOR AND CEIUNG TRACK WITH 1 IN. LONG, TYPE S STEEL SCREWS SPACED 8 IN. O.C. ALONG EDGES OF BOARD AND 12 IN. O.C. IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. 7 ‘P- QB NON -RATED is W 1 HR -RATED AS SHOWN ON PARTITION LEGEND 11/2' =T -0" B TYPICAL BRIDGING DETAIL 1/4" MIN. TYP. I 6 '="" 9 17' -5' A.F.F. (FIRST FLOOR) y/ Abi 21' -5* AF.F. (SECOND FLOOR) B.O. (E) DECK $ SEE RCP B.O. GYP. BD. CEILING V) z (N) 5/8' TYPE 'X' GYP. BD. BY G.C. (TENANT SIDE ONLY) (E) CONCRETE SLAB (E) RAMSET AS REQUIRED (E) 6' CONTINUOUS UNPUNCHED STEEL TRACK FLOOR FINISH AS SCHEDULED . (E) PAINTABLE FIRESTOP . .•. SEALANT (BOTH SIDES) Al = AS SHOWN ON PARTITION LEGEND 1 -HR TENANT DEMISING PARTITION (TYP.) L4 X 4 X 16 GA. X 2'-6' W/ (3) P.A.F.'S SEE R.C.P. B.O. CEIUNG WHERE OCCURS 4' -0" A.F.F. AT SERVICE AREA 8' -0" A.F.F. AT FITTING ROOM (E) FLOOR SLAB +0'—O' FINISH FLOOR (E) TENANT SPACE — N.I.C. (E) 6" STEEL STUDS 0 16" O.C. BY LANDLORD NOTE: FIRE RATING OF WALL ASSEMBLY IS NOT REQUIRED TO EXTEND ABOVE TENANT COUNG. GYPSUM BOARD TO BE HELD MIN. 6" CIR. BELOW UNDERSIDE OF DECK ABOVE TO ACCOMMODATE TENANT HVAC RETURN AIR SYSTEM. (E) 6" SLOTTED TRACK (SLP —TRK OR EQ.) ramez[s1lek:i.$ THE FOLLOWING FASTENING REQUIREMENTS ARE TAKEN FROM UL'S SPECIFICATION FOR THE INDICATED ASSEMBLY. REFER TO UL'S DOCUMENTATION FOR COMPLETE ASSEMBLY REQUIREMENTS AND ALLOWABLE OPTIONS: GYPSUM BOARD: 5/8' THICK, 4 FT WIDE, ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK WITH 1 IN. LONG, TYPE S STEEL SCREWS SPACED 8 IN. O.C. ALONG EDGES OF BOARD AND 12 IN. O.C. IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. 11/2' = 7-O' Tin A TEEMEM G.C. TO PROVIDE BID ALTERNATE FOR (e PARTITION & O FURRING SHEATHING AS FOLLOW. 3/4" FRT. PLYWOOD W/ 5/8' TYPE IC GYP. BD. ONLY. PARTITION BRACING DETAIL 17 -5' AF.F. (FIRST FLOOR) 21' -5" A.F.F. (SECOND FLOOR) B.O. (E) DECK, UNDERSIDE OF FLOOR OR ROOF ABOVE 18 GA. METAL TRACK, TOP AND BOTTOM — ANCHOR TO FLOOR SLAB 0 24' O.C. MAX. AND 12" FROM EACH END. 12 METAL STUDS. FOR GA. AND SPACING, REFER TO A6.0 FOR SHEATHING REFER TO CONSTRUCTION PLANS BASE AND FINISH FLOOR — REFER TO FINISH SCHEDULE. FITTING ROOM PARTITION (4) #10 TEK SCREWS 20 GA. CUP ANGLE (3) #10 TEK SCREWS CONT 18 GA. DEEP LEG DEFLECTION TRACK (2' MIN. DEEP LEGS) CONT. TRACK WTIH (1) #10 SCREW IN EACH FLANGE OF EACH STUD r ca = AS SHOWN ON PARTITION LEGEND 1/zLr -o' 17' -5' A.F.F. (FIRST FLOOR) 21' -5' A.F.F. (SECOND FLOOR) B.O. (E) DECK, UNDERSIDE OF FLOOR OR ROOF ABOVE CONTINUOUS FIRE RETARDANT SEALANT AT TOP AND BOTTOM OF PARTITION, BOTH SIDES CONT. METAL BRIDGING SYSTEM. SEE A6.0 5/8" TYPE 'X' GYP. BD. AT BOTH SIDE? METAL STUD FRAMING. 00 SEE R.C.P. B.O. CEILING WHERE OCCURS / 12 SEE R.C.P. +0' -0" METAL STUDS. FOR GA. AND SPACING, REFER TO A6.0 FOR SHEATHING REFER t0 CONSTRUCTION PLANS — ' R -11 SOUND ATTENUATION INSULATION BATT INSULATION, WHEN OCCURS 18 GA. STD. LEG MIT. TRACK W/ HILT! X —DNI 32 P8S15 O 2' -0' O.C. MAX AND 12" FROM EITHER END BASE AND FINISH FLOOR — REFER TO FINISH SCHEDULE. SEALANT (E) FLOOR SLAB +0' -0" FINISH FLOOR THE FOLLOWING FASTENING REQUIREMENTS ARE TAKEN FROM UL'S SPECIFICATION FOR THE INDICATED ASSEMBLY. REFER TO UL'S DOCUMENTATION FOR COMPLETE ASSEMBLY REQUIREMENTS AND ALLOWABLE OPTIONS: GYPSUM BOARD: 5/8' THICK, 4 FT WIDE, ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK WITH 1 IN. LONG, TYPE S STEEL SCREWS SPACED 8 IN. O.C. ALONG EDGES OF BOARD AND 12 IN. O.C. IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. 1 -HR RATED PARTITION 17' -5' AF.F. (FIRST FLOOR) 21' -5' A.F.F. SECOND FLOOR) B.O. DECK CONT. METAL BRIDGING SYSTEM. SEE (7) A6.0 R -11 SOUND ATTENUATION INSULATION ( REQ'D ® TOILET ROOM WALLS AND OFFICES) B.O. CEILING WHERE OCCURS (EXTEND SHEATHING UP TO DECK IN OPEN CEIUNG) 12 METAL STUDS. FOR GA. AND SPACING, REFER TO A6.0 FOR SHEATHING REFER TO CONSTRUCTION PLANS 18 GA. STD. LEG MTL TRACK W/ HILTI X —DNI 32 P8S15 O 2' -0' O.C. MAX AND 12* FROM EITHER END BASE AND FINISH FLOOR — REFER TO FINISH SCHEDULE. (E) FLOOR SLAB FINISH FLOOR FULL HEIGHT NON -RATED PARTITION 17' -5' A.F.F. (FIRST FLOOR) 21' -5' A.F.F. SECOND FLOOR) B.O. DECK (E) DEMISING PARTITION OR EXTERIOR WALL (WHERE OCCURS) CONT. METAL BRIDGING SYSTEM. SEE (7) A6.0 SEE R.C.P. B.O. CEILING WHERE OCCURS (EXTEND SHEATHING UP TO DECK IN OPEN CEIUNG) (1 METAL STUDS. FOR GA. AND SPACING, REFER TO A6.0 FOR SHEATHING REFER TO CONSTRUCTION PLANS — 18 GA STD. LEG MTL TRACK W/ HILTI X —DNI 32 P8S15 • 2' -0" O.C. MAX AND 12' FROM EITHER END BASE AND FINISH FLOOR — REFER TO FINISH SCHEDULE. (E) FLOOR SLAB +0 -0' FINISH FLOOR NON -RATED FURRED PARTITION i 1 1/2" i'-0' = AS SHOWN ON PARTITION LEGEND C I/_) E = AS SHOWN ON PARTITION LEGEND 11/2' =7 -0' H = AS SHOWN ON PARTITION LEGEND US159 SOUTHCENTER MALL 867 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 Drawings and written material appearing berth constitute origin° and unpublished wort of the Architect and may not be duplicated, used or disclosed Wheat written consent of the Architect ()DENNIS HEATH ARCHITECT -2007 QAQC No. Date Issue 02/06/08 DESIGN DEVELOPMENT 03/07/08 PERMIT, LANDLORD, BID A 03/19/08 Project No. Scale DrawnBy: IMMO REGISTERED ARCHITECT ii ENNIS MICHAEL HEATH STATE OF WASHINGTON ;Ft rEtratt.giVr4;1 rtar.tieK Ili\ i n u 1.ja PERMIT GEN l . Drawing No. PARTITION DETAILS A6.0 Dennis Heath, Architect 2410 Mariner Square loop Alameda, CA 94501 LL ADDENDUM / ARCH CLARIFICATION 43328 AS NOTED M.TSANG R: \H&M \H&ALSouthcentertlal I \Drawings \CD \US159J1fio.dwg ALL THREAD HANGERS SUSPENDED FROM P1000H3 UNISTRUT OR EQUAL SECURED TO EXISTING (2) 6"X16GA. TRACK CHANNELS 0 5 -4" O.C. BOXED HEADER. LIGHTING TRACK UNISTRUT MTL STUD ANCHORED SLAB PAINTED GYP. BD. SOFFIT 5/8" PAINTED GYP. BD. CEIUNG UGHT TRACK. TRACK TO BE INSTALLED FLUSH W/ GYP. BD. CEIUNG SECTION DETAIL - RECESSED LIGHTING TRACK TEAR AWAY BEAD 1/4" GALV STEEL ROD (OR WIRE) ANCHORED TO SLAB FURRING CHANNEL 2 1/2" MTL STUD 5/8" PAINTED GYP. BD. TYPE A UGHT FIXTURE — SEE RCP FOR LOCATION SECTION DETAIL - "LIGHT BOX" SURFACE MTD. LIGHT TRACK 5/8" PAINTED GYP. BD. 5/8" PAINTED GYP. BD. CORNER BEAD TEAR AWAY BEAD METAL STUD TO (E) STRUCTURE 1/4" GALV STEEL ROD (OR WIRE) ANCHORED TO SLAB FURRING CHANNEL 1/4" GALV STEEL ROD (OR WIRE) ANCHORED TO SLAB. SEE TYPICAL STUD SUPPORT & BRACING DETAILS NOT USED (3) 10 GA. WIRES SEISMIC BRACING. EACH END B 1 /2" F.R.T. PLYWOOD BLOCKING IN BETWEEN CHANNELS 0 CEIUNG HANGING FIXTURE LOCATIONS ONLY. SEE RCP. SHEET METAL SCREW, TYP. ACCESS PANEL FRAME, BY MFR. NOTE THIS ACCESS PANEL NOT TO BE USED IN ARE —RATED LOCATIONS. 3 5/8" METAL STUD FRAMING 24"X24" GLASS ABER PUSH —OUT ACCESS PANEL C. METAL STUD BLOCKING ABOVE. PUSH —OUT PANEL MANUFACTURED BY: INTER FORMS INC, GLASS FIBER ACCESS PANEL #AP24, FINISH TO MATCH CEIUNG. EAST COAST, DESIGN STRATEGY, 888- 692 -7377 WEST COAST, GLENDON COMPANY, 510 -887 -8000 2' -0" ACCESS OPENING 2' -6" ROUGH OPENING PUSH -OUT CLG. ACCESS PANEL GYP. BD. TO GYP. BD. CLG. TRANSITION DETAI ALL TAPE AND SAND SMOOTH AT JOINT BETWEEN FRAME AND DRYWALL, TYP. METAL STUD BLOCKING ABOVE. 11/2'=t -0P 2 11 10 TABLE j=OLALLOWABLE SPANS„ ,FOR,,,STUDUSED AS CLG JOISTS UNBRACED FLANGE BRACE FLANGE BRACE 0 MIDSPAN 1/3 POINTS 3 5/8" 1' -0" O.C. 3 5/8' 0 O.C. 8' -9" 8' -9" 12' -4" 11' -7" 15' -1" 14' -1" 1 f I" 1 GYP. BD. CEILING GYP. BD. JOISTED SOFFIT / CEILING OPTION po=r-ou SECTION DETAIL - TYP. FLOATING CEILING SEE TYPICAL STUD SUPPORT AND BRACING DETAILS CONT. FLANGE BRACING -1 1/2" METAL STRAP OR 1 1/2" FURRING CHANNEL FASTENED TO EA. JOIST. MTh. FRAMING AT 48" O.C. FASTEN TO UNDERSIDE OF STRUCTURE ABOVE (3) #10 TEK SCREWS EDGE MOLDING SEE R.C.P. GYP. BD. SOFFIT SEE TYPICAL STUD SUPPORT AND BRACING DETAILS HANGER WIRE MTL FRAMING AT 48" O.C. FASTEN TO UNDERSIDE OF STRUCTURE ABOVE (3) #10 TEK SCREWS EDGE MOLDING SEE R.C.P. SUPPORT ANGLE CEIUNG FRAMING GYP. BD. CEILING GYP. BD. CEILING BRACING Dos-o • 3 5/8" CSW 20 GA. LGMF STUD -I 3 REVIEWE FOR R CODE COMPLIANCE APPROVED MAY - 1 2008 City Of Tukwila BUILDIN DIVIS ON HANGER WIRE RECESSED FIXTURE. SED SEE R.C.P. GYP. BD. CEIUNG CONTINUOUS FLANGE FLUSH W/ CEILING SED CEILING FRAMING GYP. BD. CEIUNG HANGER WIRE SEE R.C.P. 9 RECESSED FIXTURE AT GYP. BD. CLG. I 3.4 2 • 1 r 867 SOUTHCENTER MALL TUKWILA. WASHINGTON 98188 U8159 SOUTHCENTER MALL REGISTERED ARCHITECT NNIS MICHAEL HEATH STATE OF WASHINGTON 6216 Dennis Heath, Architect 2410 Mariner Square loop Alameda, CA 94501 Drarings and rritten material appearing herein constitute origina and unpublished tort of the Architect and may not be duplicated, used or disclosed uithoat rritten consent of the Architect QDENNIS HEATH ARCHITECT -2007 QAQC No. Date Issue 02/06/08 DESIGN DEVELOPMENT 03/07/08 PERMIT, LANDLORD, BID /6 03/19/08 Project No. 43328 DrawnBy: M.TSANG Drawing No. CEILING DETAILS ADDENDUM / ARCH CLARIFICATION RECEIVED APR 16 2008 PE"3M T CENTER IIIIIIIIIII Scale AS NOTED R:\ H& M\ H& M_ SouthcenterMall \Drowingu \CD \US159. A61o.dwg A6.1a NOT USED NOT USED CROSS RUNNERS MAIN RUNNER HANGER WIRE MAIN RUNNER ATTACH FIXTURE HOUSING 0 EACH CORNER TO CEILING SYSTEM WITH SELF TAPPING MTL SCREWS AS SPECIFIED. SED a CV ■ -. - fl II�Di►�I MIME ■■• SUSPENDED TILE CEILING SYSTEM 3/8'0 EMBED HILTI KWIK BOLT 17 WIRE AT CONCRETE / STEEL BEAM 3/8'0 EMBED HILTI KWIK BOLT TZ (4) #10 TEK SCREWS EACH END OF STRUT 12' -0 "MAX 6' -0 "MAX 4'--0 "MAX 11 'RATED CLG L21/2X21/2X3/16X 1' -6" W/ 7/8' 0 TIE HOLE SEISMIC BRACING WIRE UNISTRUT CONNECTION DETAIL MAIN RUNNER 0 4' -0" O.C. FURRING CHANNEL 0 1' —D' O.C. 12 GA. HANGER WIRE 4' -0' O.C. EACH WAY SEISMIC COMPRESSION STRUT 0 12" O.C. EACH WAY. SEE L 2 1/2' X 2 1/2' X 3/16 X 1' W/ 7/8" 0 TIE HOLE 6' -0'MAX 4' -0"MAX RATED CLG 1EIE UII1E OMMIONEMEMENE iiii•i11iii111i IMEMEMEMEMEN IIMMINIMMEMERIE IMMEMEMEMIE IIMMIMIMIMMITEE r_.. FREE SIDES SUSPENDED TILE CEILING SYSTEM AND METAL SUSPENSION GRID SPLAY WIRE: 10 GA. — TIED BOTH ENDS WI MIN. 3 TURNS OF WIRE IN 1' OF RUN -- Ti?. WIRES TO BE WITHIN 2" CROSS RUNNER INTERSECTION LOCKING CROSS TEES AT 4' -0' O.C. TYP. 12' —D"MAX NOTES: 1. MAINTAINS CLEAR FROM SPLAY LINES TO MECHANICAL DUCTWORK. Ot512 (4) 10 GA. GALVANIZED STEEL WIRES ACOUSTICAL TILE CEILING TYP. SEISMIC CEILING BRACING FIXED SIDES EXPOSED MAIN GRID MEMBER 0 4' -0" O.C. 12 GA. HANGER WIRE 4' -0" O.C. EACH WAY EXPOSED SECONDARY GRID MEMBER 0 2' —O" O.C. SEISMIC COMPRESSION STRUT ® 12" O.C. EACH WAY. SEE 1 1 PERIMETER ANGLE CUP WEB & BEND WEB W/ (3) /10 SCREW TYP. EA. SIDE MAIN RUNNER 0 4' —O' O.C. 1W. HANGER WIRES AT 4'--0' O.C. BOTTOM OF STRUCTURE ABOVE COMPRESSION STRUCT 0 12' -0" O.C. ATTACHED TO MAIN RUNNERS 1 REVIEWED FOR CODE COMPLIANCE APPROVE .. MAR 2 1 2008 City Of Tukwila BUILDIN _. DIVISION NOTES: 1. AREA OF CEILING BRACED NOT TO EXCEED 144 S.F. 2. MAXIMUM BRACE SPACING NOT TO EXCEED 12' --O" IN EACH DIRECTION. 3. FIRST BRACING POINT WITHIN 6' -0" OF EACH WALL 4. BRACE POINT ON MAIN RUNNER NOT TO EXCEED 2' DISTANCE FROM CROSS RUNNER. 5. COMPLY WITH UBC STD. 25 -2. 1 I 5 TYP. SUSPENDED CEILING BRACING I 3.4� 3 5/8" CSW 20 GA. LGMF STUD; SEE DETAIL 7. FOR LOCATION • MAR 1 1 2008 EH Drawings and written material appearing herein constitute origin and unpublished nth of lie Architect and nay not be diplicaled, used or disclosed without written consent of the Architect ©DENNIS HEATH ARCHITECT -2007 QAQC U8159 SOUTHCENTER MALL No. Dote 0 0 -4 2 /9 8 -- Project No. 43328 Scale AS NOTED 867 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 REGISTERED ARCHITECT NNIS MICHAEL HEATH STATE OF WASHINGTON 6214 Issue 02/06/08 DESIGN DEVELOPMENT DravaBy: M.TSANG ITORITNutNDLORD, BID R: \H &M \H&AMSouthcenterMaII \Drawings \CD \US159_Ael b.dwg Droving No. CEILING DETAILS A6.1b Dennis Heath, Architect 2410 Mariner Square Loop Alameda, CA 94501 NOT USED B (E) CONCRETE SLAB TILE TO ELEVATOR SILL WAINSCOT OUTSIDE CORNER 6=1 '-0' 4' —O' A.F.F. T.O. MASONITE 1/4" TEMPERED MASONITE PANELS. INSTALLED HORIZONTALLY 4'H VINYL COVE BASE VINYL COMP. 11LE MORTAR BED WAINSCOT BASE 6 " =1' -0" MASONITE WAINSCOT AT B.O.H. n (E) JAMB BEYOND CERAMIC 11LE ti SEAL 11GHT THRESHOLD MILL FlNISH 3X3X26 GA. AT48' HIGH S.S. CORNER GUARD 5/B' GYP. BD. 1/4' TEMPERED MASONITE PANELS -- INSTALLED HORIZONTALLY 1 11 NOT USED NOT USED Q r / / 1' -4' 1' -4' 1' -4" 1' -4" 1' -4' / / / / / MASONITE WAINSCOT SCREW PLACEMENT 1/2' =1' -0" H AS NOTED 1 VINYL BASE VINYL BASE FINISHED FLOOR FINISHED FLOOR WOOD BASE PAINTED MDF BASE W/R GYP. BD. +X' —X" A.F.F. T. O. BASE COVE BASE GROUT JOINT I CT -1 I MORTAR BED TILE AT TOILET ROOM I_.I_..1 i \\ '+ . � +L . . r I I I I ! . l s 1/2' 4 I MDF PODIUM / CERAMIC TILE 9 44 = r C� 6 =.r-o* 6'=t-O 3' =f-OP 5/8" PAINTED WOOD PODIUM 5/8' PLYWOOD BACKING CERAMIC 11LE CST -1 EXTEND 11LE BELOW PODIUM 611 6B 6A DOOR DOOR FRAME BEYOND THRESHOLD CERAMIC TILE AS SCHEDULED TILE / CONCRETE DOOR •YP. ALUM. THRESHOLD VINYL COMP. TILE REFER TO SPEC. SHEETS FOR ADDITIONAL INFORMA11ON. V.C.T. / CONCRETE TILE / V.C.T. NOT USED i VCT -1 G SCHEDULE DOOR CERAMIC TILE r EXTERIOR WHITE MARBLE SADDLE — MAX: HEIGHT OF 1/2" A.F.F. MAX. SLOPE OF BEVEL VCT FLOORING — FLASH PATCH SLOPE OVER 36" MIN. SLOPE = 2% MIN 6'=!.o' I 3A • R�EwEb FoR CODE COMPLIANCE APPROVED MAY -1 2000 City Of Tukwila B ILDIN • DIVISI N 311.10u 3B 2 US159 SOUTHCENTER MALL 867 SOUTHCENTER MALL TUKWJLA WASHINGTON 98188 REGISTERED ARCHITECT DENNIS MICHAEL HEATH STATE OF WASHINGTON 6216 Dennis Heath, Architect 2410 Mariner Square loop Alameda, CA 94501 Dranings and •ritten ealerial appearing herein canslilate origiaa and nopahlisked rork of the Architect and may not he duplicated, used or disclosed iithoat iritteo coasenl of the Architect (DENNIS HEATH ARCHITECT -2001 QAQC No. Date Issue Scale 02/06/08 DESIGN DEVELOPMENT 03/07/08 PERMIT, LANDLORD, BID 03/19/08 Project No. 43328 DrawnBy: M.TSANG Draring No. LL / ARCH CLARIFICATION t����d'tlkf�p APR 16 ZOU8 M�T CE6�TE. AS NOTED R:\ H& M\ H& M_ 5outheentarMa11 \Drowinga \CD \U5159..A62.dwg FLOOR DETAILS A6.2 SIGNAGE NOTES: 1. WHEN SIGNS IDENTIFY A PERMANENT ROOM OR SPACE OF A BUILDING OR SITE, OR WHEN SIGNS DIRECT OR GIVE INFORMATION ABOUT A PERMANENT ROOM OR SPACE OF A BUILDING OR SITE, CORRESPONDING TACTILE SIGNAGE SHALL BE INSTALLED. 2. WHEN SIGNS IDENTIFY, OR GIVE MORE INFORMATION ABOUT ACCESSIBLE ELEMENTS AND FEATURE OF A BUILDING OR SITE, THEY SHALL INCLUDE THE APPROPRIATE SYMBOL OF ACCESSIBILITY OR PICTOGRAM WITH THE EQUIVALENT VISUAL AND TACTILE DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE OUTSIDE BORDER OF THE PICTOGRAM SHALL BE MINIMUM 6" IN HEIGHT. 3. VISUAL CHARACTERS SHALL BE UPPERCASE, STANDARD SANS SERIF FONT. THE HEIGHT OF VISUAL CHARACTERS SHALL BE A MINIMUM 5/8" PLUS 1/8" PER FOOT OF VIEWING DISTANCE OVER SIX FEET. CHARACTER WIDTH SHALL BE 55% MINIMUM AND 110% MAXIMUM OF THE HEIGHT OF THE CHARACTER. CHARACTER STROKE WIDTH OF VISUAL ONLY CHARACTERS SHALL BE A MINIMUM OF 10% OF THE CHARACTER HEIGHT, AND A MAXIMUM OF 30% TACTILE SIGNAGE DUPUCATING THE INFORMATION SHALL BE PROVIDED, EITHER AS PART OF THE VISUAL SIGN OR A SEPARATE TACTILE SIGN PROVIDED. 4. TACTILE CHARACTERS SHALL BE UPPERCASE, STANDARD SANS SERIF FONT, RAISED 1/32" OFF THE BACKGROUND. THE HEIGHT OF TACTILE CHARACTERS SHALL BE BETWEEN 5/8" AND 2" CHARACTER WIDTH SHALL BE 55% MINIMUM AND 110% MAXIMUM OF THE HEIGHT OF THE CHARACTER. CHARACTER STROKE WIDTH SHALL BE A MINIMUM OF 10% OF THE CHARACTER HEIGHT, AND A MAXIMUM OF 15% CHARACTERS SHALL BE ACCOMPANIED BY GRADE 2 BRAILLE. 5. GRADE 2 BRAILLE SHALL HAVE A DOMED OR ROUNDED DOTS RAISED 1/40" OFF THE BACKGROUND, WITH DOTS SPACED 1/10" WITHIN CELLS, AND 1/4' BETWEEN CELLS (OR SPACED PER ANSI TABLE 703.5). 6. TACTILE SIGNS SHOULD BE MOUNTED 48' MINIMUM, AND 60" MAZIMUM ABOVE THE FLOOR TO THE CENTERLINE OF THE SIGN. AN 18" X 18" CLEAR SPACE IS REQUIRED IN FRONT OF THE TACTILE SIGN, BEYOND THE ARC OF ANY DOOR SWING. WHERE SIGNS ARE MOUNTED AT DOORS, THE SIGN SHALL BE ON THE LATCH SIDE OF THE DOOR. WHERE SIGNS ARE MOUNTED AT DOUBLE DOORS, OR WHERE THERE IS NO WALL SPACE, THE SIGN SHALL BE MOUNTED ON THE NEAREST ADJACENT WALL, PREFERABLY THE RIGHT SIDE. 6. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND. CHARACTERS, SYMBOLS AND BACKGROUNDS SHALL HAVE A NON -GLARE FINISH. ACCESSIBLE TACTILE SIGNAGE 1. AT LEAST ONE ACCESSIBLE ENTRANCE. NOTE: THIS SHOULD BE THE PRIMARY ENTRANCE. ADDITIONAL UPGRADE MAY BE REQ'D. IF IT'S NOT. 2. AN ACCESSIBLE ROUTE TO THE AREA OF REMODEL 3. ONLY ONE TOILET ROOM UNLESS OTHERWISE REQUIRED 4. VISUAL /AURAL ALARM 5. ACCESSIBLE DRINKING FOUNTAIN 6. ADA- COMPLIANT SIGNAGE 7. OTHERS: DESCRIBE MEANS OF COMPLIANCE: I.E. PARKING SPACES, ELEVATORS, STAIRS, ETC. DOORS o ,� I I c ° 9 � � V 'Dm SIDE) LATCH APPROACH I MIN. I UNISEX I -2 11 r� . --f f 1/2" MAX. THRESHOLDS 1/4" MAX. WALL SIGNAGE N.T.S. HINGE APPROACH ACCESSIBILITY CONFORMANCE I MEN EXISTING FULLY NEW /UPGRADE COMPLYING TO COMPLYING ❑ • • ❑ ❑ • ❑ • ❑ • ❑ • N/A NOTE: 1. THIS PROJECT WILL COMPLY WITH ALL AMERICAN WITH DISABILITIES ACT REGULATIONS AND ALL LOCAL ACCESSIBILITY AND ENERGY CODE REQUIREMENTS. 2. PROVIDE INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) AT 60 ABOVE FINISH FLOOR ON STRIKE SIDE WALL AT ACCESSIBLE FITTING ROOM DOOR(S). SYMBOL SHAPE AND CONTRASTING COLORS SHALL CONFORM WITH ALL LOCAL, STATE AND FEDERAL ACCESSIBILITY AND ENERGY CODE REQUIREMENTS. 3. PROVIDE ACCESSIBILITY SIGNAGE ON RESTROOM DOORS TO CONFORM WITH ALL LOCAL, STATE AND FEDERAL ACCESSIBILITY AND ENERGY CODE REQUIREMENTS. 4. PROVIDE CLOTHING HOOK AT 44" ABOVE FINISH FLOOR IN ACCESSIBLE FITTING ROOM(S). 5. ALL CUSTOMER SERVICE CHECKSTANDS SHALL CONFORM TO ALL LOCAL, STATE AND FEDERAL ACCESSIBILITY AND ENERGY CODE REQUIREMENTS. SEE CASHWRAP SHEET FOR CLEAR DIMENSIONS AND COUNTER HEIGHTS. A. LATCHES AND LOCKSETS: PROVIDE LEVER TYPE, PUSH- PULL OR PANIC TYPE HARDWARE 34 INCHES TO 48 INCHES ABOVE FLOOR. B. ADJUSTABLE CLOSURE PROVIDED WITH MAXIMUM PRESSURE FOR OPENING DOORS AS FOLLOWS: INTERIOR DOORS - 5 POUNDS PRESSURE EXTERIOR DOORS - 8.5 POUNDS PRESSURE FIRE DOORS - 15 POUNDS PRESSURE ADJUST CLOSURES AFTER INSTALLATION AND TEST DOOR COMPLIANCE C. FLOOR LEVEL AT DOORS THRESHOLDS: THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2 INCH LOWER THAN THE THRESHOLD OF THE DOOR WAY. CHANGE IN LEVEL BETWEEN 1/4 INCH AND 1/2 INCH SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. (SEE BELOW). LEVEL FLOOR OR LANDING: THERE SHALL BE A LEVEL AND CLEAR AREA ON EACH SIDE OF AN EXIT DOOR. THE LEVEL AREA SHALL BE AS SHOWN IN FIGURE 6A. THE SPACE BETWEEN TWO CONSECUTIVE DOOR OPENING (VES11BULE) SHALL PROVIDE 48 INCHES OF CLEAR SPACE FROM ANY DOOR OPENING INTO SUCH SPACE (SEE BELOW). D. DOOR WIDTH & HEIGHT: 3 FEET WIDE AND 6 FEET 8 INCHES HIGH. CLEAR WIDTH: 32 INCHES MINIMUM WITH DOOR OPEN 90 DEG. MEASURED FROM THE FACE OF THE DOOR TO THE OPPOSITE STOP. E. THE BOTTOM 10 INCHES OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOT- REST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. r PUIDfl X = 36" MIN IF Y = 60" OR X I X =42 "MIN IF = 54 10" MIN. BOTTOM R C RAIL OR PROVIDE d I PUSH SIDE I KICK PLATE 154" MIN. I WOMEN I DETAILS IN DRAWING A2.0 & A2.1 a A0.1 1/A6.3 3,8/A6.3 9/A6.3 NOTES: RESTROOMS PROVIDE SOLID BLOCKING FOR CONNECTION TO WALL a PULL SIDE UNISEx 1. PROVIDE DRINKING FOUNTAIN ONLY IF REQUIRED, BY CODE IF THE DRINKING FOUNTAIN IS LOCATED IN THE PATH OF TRAVEL, A TEXTURED AREA 1 AROUND THE FOUNTAIN, CLEARLY IDENTIFIABLE BY THE BLIND IS REQUIRED. BUBBLER IS TO BE ACTIVATED BY A HANDICAP PUSH BAR ON THE FRONT FACE OF UNIT. 2. ONLY PROVIDE RAIUNG IF DRINKING FOUNTAIN IS IN THE PATH OF TRAVEL 3. THE BUBBLER CAN BE ACTIVATED BY THE HAND OPERATED LEVER LOCATED WITHIN 6 INCHES OF THE FRONT OF THE FOUNTAIN OR BY A PUSH BAR ALONG THE FRONT OF THE FOUNTAIN. 4. A SECOND DRINKING FOUNTAIN SHALL BE PROVIDED WITH A BUBBLER HEIGHT OF ±46" FOR PEOPLE WHO HAVE DIFFICULTY BENDING OR STOOPING. 5. THE BUBBLER SHALL PROVIDE A FLOW OF WATER AT LEAST 4 INCHES HIGH, ON A FOUNTAIN WITH A ROUND OR OVAL BOWL THE SPOUT MUST BE POSITIONED SO THE FLOW OF WATER IS WITHIN 3 INCHES OF THE FRONT EDGE OF THE FOUNTAIN. G.C. TO PROVIDE AND INSTALL 1 1/4' DIA. PIPE RAILINGS: JUUUS BLUM ALUMINUM CONNECTORAIL SYSTEM I 18" MIN. 1/4" THICK EQUILATERAL TRIANGLE N.T.S. UNISEX N.T.S. DOOR & SYMBOL HI -LO DRINKING FOUNTAIN ' ,- PROVIDE THIS ADDITIONAL a- SPACE IF DOOR IS EQUIPPED WITH BOTH A PUSH SIDIf LATCH AND A CLOSER. I. 12" MIN. FRONT APPROACH PROTRUDING OBJECTS A. PROJECTIONS FROM WALLS WITH LEADING EDGE BETWEEN 27" AND 80" ABOVE FLOOR MAY PROJECT 4" MAXIMUM. LEADING EDGE AT OR BELOW 27' MAY PROJECT ANY AMOUNT. FREE STANDING PROJECTIONS WITH LEADING EDGE BETWEEN 27 AND 80' ABOVE FLOOR MAY PROJECT 12" MAX. PROJECTIONS MAY NOT REDUCE MANEUVERING SPACE, OR CLEAR WIDTH OF AN ACCESSIBLE ROUTE. B. HEAD ROOM: 80" MINIMUM. ELECTRICAL DOOR MOUNTED SIGNAGE MEN MEN MEI TOILET ROOM DOOR SYMBOLS (MI HI-LO DRINKING i . N z 1/4" THICK CIRCLE FIGURE 7A V 8 ' MI L 1 MIN. 25" MAX. P9 & MIN. KNEE AND TOE CLEARANCE A. ELECTRICAL RECEPTACLES (15, 20 AND 30 AMPS) SHALL BE AT LEAST 15 INCHES ABOVE THE FLOOR. B. SWITCHES AND CONTROLS FOR UGHTS, APPLIANCES, COOLING, HEATING AND VENTILATING EQUIPMENT SHALL BE NOT LESS THAN 3 FEET NOR MORE THAN 4 FEET ABOVE THE FLOOR. C. FIRE ALARM INITIATING DEVICES SHALL BE 48 INCHES ABOVE THE FLOOR, GROUND OR SIDEWALK. CENTERUNE OF SYMBOL (TYP.) WOMEN SPACE IS NECESSARY TO ALLOW BACKING AND TURNING SPACE FOR A WHEELCHAIR TO CLEAR THE IN- SWINGING DOOR. WOMEN a N N.T.S. B.O.H. ACCESSORY SCHEDULE No. 1 4 5 6 7 8 NOTES: 5 R M DESCRIPTION PLATE GLASS MIRROR A -18 GRAB BARS B -36 1 GRAB BARS C -42 GRAB BARS PAPER TOWEL DISPENSER/ WASTE DISPOSAL SANITARY NAPKIN DISPOSAL WASTE DISPOSAL TOILET TISSUE DISPENSER SOAP DISPENSER COAT HOOKS TOILET SEAT COVER DISPENSER w QTY 2 2 2 2 2 2 2 2 2 1. PAPER TOWEL DISPENSER + TOILET TISSUE DISPENSER + SOAP DISPENSER + SEAT COVER DISPENSER + TRASH CANS PROVIDED BY H &M, INSTALLED BY G.C. 2. URINALS: PROVIDE ALL WALL HUNG URINALS WITH ELONGATED RIM. FLUSH CONTROLS ARE TO BE HAND OPERATED AND ARE TO MEET THE SAME REQUIREMENTS AS THE FLUSH CONTROLS FOR THE WATER CLOSET AND ARE TO BE A MAXIMUM OF 44 INCHES ABOVE THE FLOOR. RIM ELEVATION TO BE 17 INCHES A.F.F. 3. PLUMBING FIXTURES FURNISHED AND INSTALLED BY G.C. AS SPECIFIED. 4. ALL OTHER ACCESSORIES FURNISHED AND INSTALLED BY G.C. ACCESSORY SCHEDULE ELEVATION N.T.S. m 0 U RESTROOM PLAN MANUFACTURER BOBRICK BOBRICK BOBRICK BOBRICK BOBRICK BOBRICK BOBRICK BOBRICK 1 1/2' RESTROOM ELEVATIONS FLOOR DRAIN - SEE PLUMBING DRAWINGS MODEL# TILT MIRROR W/ S.S. FRAME 24' X 36" B -293 SERIES 2436 1 1/2" DIAMETER S.S. GRAB BAR CONCEALED MOUNTING W/ SNAP FLANGE B -6806 TRIMUNE SERIES SURFACE MOUNTED PAPER TOWEL DISPENSER AND WASTE RECEPTACLE B- 380349 CONTRRA SERIES SURFACE MOUNTED SANITARY NAPKIN DISPOSAL B -270 SURFACE MOUNTED MULTI -ROLL TOILET TISSUE DISPENSER B -2888 COLOR WHITE ON WHITE. SURFACE MOUNTED SOAP DISPENSER FOR UQUED AND LOTION SOAPS AND DETERGENTS B -2111 1 PER RESTROOM, MOUNT AT 54 A.F.F. 15 3/4"W X 11"H X 2 "D, SURFACE MTD. S.S. B -211 6" X 16 GA. BACKING PLATE MIN. 3 STUDS. 1 1/2" O.D. GRAB BAR DETAIL AT WALL 2B C © / 1 i A C 60'x56' 8 c CV - r i B 17' -19' TO TOP OF TOILET SEAT 0 PAINTED GYP. BD. L FT -1 DASHED UNE INDICATES TOP� OF WALL CERAMIC TILE IC11 \ r'7 430 "x48' GRAB BAIL IVIES: GRAB BARS SHALL NOT ROTATE AND THERE ARE TO BE NO SHARP, OR ABRASIVE ELEMENTS ON OR ADJACENT TO THEM. EDGES ARE TO HAVE A MINIMUM OF 1/8" RADIUS. GRAB BAR BACKING AND ATTACHMENT SHALL BE CONSTRUCTED FOR A 250 POUND POINT LOAD. 000 OO \\ 1 t N \ \ on, / N ` _ i 7 24" ELEVATION 18" MIN. 000 3Q "x48" i 1 1 30 "x48 NOTES: 1. PROVIDE DRINKING FOUNTAIN ONLY IF REQUIRED, BY CODE IF THE DRINKING FOUNTAIN IS LOCATED IN THE PATH OF TRAVEL, A TEXTURED AREA 1' -0" AROUND THE FOUNTAIN, CLEARLY IDENTIFIABLE BY THE BLIND IS REQUIRED. BUBBLER IS TO BE ACTIVATED BY A HANDICAP PUSH BAR ON THE FRONT FACE OF UNIT. 2. ONLY PROVIDE RAIUNG IF DRINKING FOUNTAIN IS IN THE PATH OF TRAVEL 3. THE BUBBLER CAN BE ACTIVATED BY THE HAND OPERATED LEVER LOCATED WITHIN 6 INCHES OF THE FRONT OF THE FOUNTAIN OR BY A PUSH BAR ALONG THE FRONT OF THE FOUNTAIN. 4. A SECOND DRINKING FOUNTAIN SHALL BE PROVIDED WITH A BUBBLER HEIGHT OF ±46" FOR PEOPLE WHO HAVE DIFFICULTY BENDING OR STOOPING. 5. THE BUBBLER SHALL PROVIDE A FLOW OF WATER AT LEAST 4 INCHES HIGH, ON A FOUNTAIN WITH A ROUND OR OVAL BOWL THE SPOUT MUST BE POSITIONED SO THE FLOW OF WATER IS WITHIN 3 INCHES OF THE FRONT EDGE OF THE FOUNTAIN. ADD F.R.P. & J -MOLD ON (3) SIDES FROM FINISHED FLOOR TO 48" A.F.F. HI -LO DRINKING FOUNTAIN 7' -5" MIN. CLR. L 60'x56' 1 t N 18" MIN. CLR. C ® r -'; N \ \z g- 5 Cri DRINKING FOUNTAIN, SEE FLUSH HANDLE MUST BE ON "OPEN" SIDE OF WATER CLOSET / 16" MIN. 18' MAX. 24" MIN. 12" MIN. 9 10 • R CaD ELEVATION 0) N 30" x 48" MINIMUM CLEAR FLOOR SPACE CENTERED UNDER LOW DRINKING FOUNTAIN UNIT 2 LNI 1/2"=1' -0' 17" MIN. SINK NOTES: INSULATE HOT WATER AND DRAIN PIPES UNDER LAVATORIES TO CONFORM WITH ALL LOCAL, STATE AND FEDERAL ACCESSIBILITY AND ENERGY CODE REQUIREMENTS. NO SHARP OR ABRASIVE SURFACES ALLOWED UNDER LAVATORIES. FAUCET CONTROLS AND OPERATING MECHANISMS MUST BE EASILY OPERATED BY ONE HAND AND MUST NOT REQUIRE GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE NEEDED TO ACTIVATE CONTROLS SHALL NOT EXCEED 5 LBS. FOR LEVER OPERATED OR 15 LBS. FOR PUSH TYPE. MAR 1 1 2006 I ER I 1 US159 SOUTHCENTER MALL 867 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 REGISTERED ARCHITECT w ENNIS MICHAEL HEATH STATE OF WASHINGTON b2I DH Dennis Heath, Architect 2410 Mariner Square Loop Alameda, CA 94501 Drawings and written material appearing herein constitute origins and unpublished wort of the Architect and may not be duplicated, used or disclosed without written consent of the Architect ©DENNIS HEATH ARCHITECT -2007 QAQC No. Dote Issue 02/06/08 DESIGN DEVELOPMENT 03/07/08 PERMIT, LANDLORD, BID Project No. Scale DrainBy: 43328 AS NOTED M.TSANG R: \H &M \H &M_SouthcenterMall \Drawings \CD \US159_A63.dwg Drawing No. RESTROOM DETAILS AND ACCESSIBILITY COMPLIANCE A6.3 3' -8" MIN. DOOR ELEVATION J MOLD WALL MOUNTED MIRROR BENCH J MOLD WB 1 I ELEVATION ,& i \ b x 1 "MIN. TYP. FITTING ROOM ELEVATIONS 2' -8' PARTIAL INTERIOR ELEVATION DETAIL - TEE STAND ANCHORAGE PAINTED GYP. BD. PAINTED GYP. BD. METAL SHELVING TEE STAND (UPRIGHT & BASE) (4 E 1 2 SCREWS SECURED TO DETRICH UNI —CUP. (2) PER TEE STAND BENCH LEVELER BEYOND N. FLOOR ON EXISTING CONCRETE FLOOR LR ANCHORS TO BE INSTALLED CLOTHING RACK W/ BARS CLOTHING RACK W/ BARS ELEVATION METAL SHELVING TEE STAND (UPRIGHT & BASE) METAL HANGRODS, SHELVES OR BASKETS DETRICH UNI —CUP. (2) PER TEE STAND 3/4'4-0 SLOTS TO RECEIVE HORIZONTAL CONNECTOR RAILS (TYP. TOP AND BOTTOM) — ELEVATION EQ. t EQ. EQ. 10B EQ. HANG BAR BACK MIRROR BENCH WALL MOUNTED DOOR STOP WALL MOUNTED MIRROR BACK MIRROR BENCH WALL MOUNTED DOOR STOP PAINTED GYP. BD. SECOND LEVEL GROUND LEVEL FITTING ROOM PLANS WALL MOUNTED MIRROR LIGHT BOX PAINTED GYP. BD. DOOR STOP B2 L F ELEVATION ELEVATION WALL MOUNTED MIRROR UGHT BOX HANG BAR c. BACK MIRROR, PROVIDE BLOCKING 3/8' = PAINTED GYP. BD. BENCH ALL FITTING ROOM DOOR HARDWARE BY H&M SCHEDULE F -10 626 ELA PASSAGE LATCH ALL FITTING ROOMS TO HAVE INSTALLED AN IVES PWS40.CVX (OR EQUAL) WALL— MOUNTED DOOR STOP TO BE PLACED AT ALL FITTING ROOM DOORS. It ELEVATION ELEVATION H/C FITTING ROOM ELEVATIONS BENCH 1 0 0 SECOND LEVEL BACK MIRROR EQ. BENCH TO BE FLOOR SUPPORTED AND FASTENED TO WALL 4' —O' fi H/C FITTING ROOM PLAN 1 O' -2 1/8' EQ. J MOLD WALL MOUNTED MIRROR J MOLD CLOTHING RACK WI RODS WB -1 - - 1 V• C b2 ALL FITTING ROOM DOOR HARDWARE BY H&M SCHEDULE F -10 626 ELA PASSAGE LATCH A2 1 — 11 � 12 " � I N. CLR. CLONING RACK WITH RODS WALL MOUNTED MIRROR WITH UGHT BOX \ ELEVATION ELEVATION O CD BENCH EQ. j, - V 0 GROUND LEVEL EQ. WALL MOUNTED MIRROR 4' -0" r PAINTED GYP, BD, BACK MIRROR PAINTED GYP, BD, BACK MIRROR WB -1 H/C FITTING ROOM PLAN 10' -10 3/4' - 1� L - - - --r 1 1N+ / ELEVATION ELEVATION ALL FfTTING ROOM DOOR HARDWARE BY H&M SCHEDULE F -10 626 ELA PASSAGE LATCH FITTING ROOM TO HAVE INSTALLED AN IVES FLOOR MOUNTED DOOR STOP TO BE PLACED AT FITTING ROOM DOOR. Al D1 12" PN. C 318 -f-0' CLOTHING RACK WITH RODS RECEIVE, APR 16 2008 PERMIT CENTEF WALL MOUNTED MIRROR UGHT BOX BACK MIRROR US159 SOUTHCENTER MALL 867 SOUTHCENTER MALL TUKWILA WASHINGTON 98188 DII No. Date Issue A 03/19/08 DENNIS MICHAEL. HEATH STATE OF WASHINGTON 6216 Project No. 43328 REGISTERED ARCHITECT DrawnBy: M.TSANG Dennis Heath, Architect 2410 Mariner Square loop Alameda, CA 94501 Drawings and written material appearing herein constitute origin° and unpublished wort of the Architect and may not be duplicated, used or disclosed without written consent of the Architect c@DENNIS HEATH ARCHITECT -2007 QAQC 02/06/08 DESIGN DEVELOPMENT 03/07/08 PERMIT, LANDLORD, BID ADDENDUM B LL COMMENTS / ARCH CLARIFICATION IIIIIIIIIIII Scale AS NOTED R: \H&M \H&M_Southcenterhiall \Drawings \CD \US159_A64.dwg IIIIIIIIIII Drawing No. FITTING / STOCK ROOM DETAILS A6.4 0 /// < f 3' -8" MIN. DOOR ELEVATION J MOLD WALL MOUNTED MIRROR BENCH J MOLD WB 1 I ELEVATION ,& i \ b x 1 "MIN. TYP. FITTING ROOM ELEVATIONS 2' -8' PARTIAL INTERIOR ELEVATION DETAIL - TEE STAND ANCHORAGE PAINTED GYP. BD. PAINTED GYP. BD. METAL SHELVING TEE STAND (UPRIGHT & BASE) (4 E 1 2 SCREWS SECURED TO DETRICH UNI —CUP. (2) PER TEE STAND BENCH LEVELER BEYOND N. FLOOR ON EXISTING CONCRETE FLOOR LR ANCHORS TO BE INSTALLED CLOTHING RACK W/ BARS CLOTHING RACK W/ BARS ELEVATION METAL SHELVING TEE STAND (UPRIGHT & BASE) METAL HANGRODS, SHELVES OR BASKETS DETRICH UNI —CUP. (2) PER TEE STAND 3/4'4-0 SLOTS TO RECEIVE HORIZONTAL CONNECTOR RAILS (TYP. TOP AND BOTTOM) — ELEVATION EQ. t EQ. EQ. 10B EQ. HANG BAR BACK MIRROR BENCH WALL MOUNTED DOOR STOP WALL MOUNTED MIRROR BACK MIRROR BENCH WALL MOUNTED DOOR STOP PAINTED GYP. BD. SECOND LEVEL GROUND LEVEL FITTING ROOM PLANS WALL MOUNTED MIRROR LIGHT BOX PAINTED GYP. BD. DOOR STOP B2 L F ELEVATION ELEVATION WALL MOUNTED MIRROR UGHT BOX HANG BAR c. BACK MIRROR, PROVIDE BLOCKING 3/8' = PAINTED GYP. BD. BENCH ALL FITTING ROOM DOOR HARDWARE BY H&M SCHEDULE F -10 626 ELA PASSAGE LATCH ALL FITTING ROOMS TO HAVE INSTALLED AN IVES PWS40.CVX (OR EQUAL) WALL— MOUNTED DOOR STOP TO BE PLACED AT ALL FITTING ROOM DOORS. It ELEVATION ELEVATION H/C FITTING ROOM ELEVATIONS BENCH 1 0 0 SECOND LEVEL BACK MIRROR EQ. BENCH TO BE FLOOR SUPPORTED AND FASTENED TO WALL 4' —O' fi H/C FITTING ROOM PLAN 1 O' -2 1/8' EQ. J MOLD WALL MOUNTED MIRROR J MOLD CLOTHING RACK WI RODS WB -1 - - 1 V• C b2 ALL FITTING ROOM DOOR HARDWARE BY H&M SCHEDULE F -10 626 ELA PASSAGE LATCH A2 1 — 11 � 12 " � I N. CLR. CLONING RACK WITH RODS WALL MOUNTED MIRROR WITH UGHT BOX \ ELEVATION ELEVATION O CD BENCH EQ. j, - V 0 GROUND LEVEL EQ. WALL MOUNTED MIRROR 4' -0" r PAINTED GYP, BD, BACK MIRROR PAINTED GYP, BD, BACK MIRROR WB -1 H/C FITTING ROOM PLAN 10' -10 3/4' - 1� L - - - --r 1 1N+ / ELEVATION ELEVATION ALL FfTTING ROOM DOOR HARDWARE BY H&M SCHEDULE F -10 626 ELA PASSAGE LATCH FITTING ROOM TO HAVE INSTALLED AN IVES FLOOR MOUNTED DOOR STOP TO BE PLACED AT FITTING ROOM DOOR. Al D1 12" PN. C 318 -f-0' CLOTHING RACK WITH RODS RECEIVE, APR 16 2008 PERMIT CENTEF WALL MOUNTED MIRROR UGHT BOX BACK MIRROR US159 SOUTHCENTER MALL 867 SOUTHCENTER MALL TUKWILA WASHINGTON 98188 DII No. Date Issue A 03/19/08 DENNIS MICHAEL. HEATH STATE OF WASHINGTON 6216 Project No. 43328 REGISTERED ARCHITECT DrawnBy: M.TSANG Dennis Heath, Architect 2410 Mariner Square loop Alameda, CA 94501 Drawings and written material appearing herein constitute origin° and unpublished wort of the Architect and may not be duplicated, used or disclosed without written consent of the Architect c@DENNIS HEATH ARCHITECT -2007 QAQC 02/06/08 DESIGN DEVELOPMENT 03/07/08 PERMIT, LANDLORD, BID ADDENDUM B LL COMMENTS / ARCH CLARIFICATION IIIIIIIIIIII Scale AS NOTED R: \H&M \H&M_Southcenterhiall \Drawings \CD \US159_A64.dwg IIIIIIIIIII Drawing No. FITTING / STOCK ROOM DETAILS A6.4 NOT USED NOT USED NOT USED 1 11 EXPANSION JOINT WITH FINISH SECTION 4 a A ', OF PLATFORM a a 3 3/4" DUPLEX DETAIL AT DISPLAY B l A EXPANSION JOINT AT 1 -HR. RATED WALL A 3' = 7-0" 3'=t -0' MM FIRE BARRIER SYSTEM 3/4" WHITE MDF OVER 5/B" PLYWOOD I • • • • • • • • ■ . ELASTOMERIC GASKET - USE "LUNAR WHITE" GASKET COLOR (STANDARD COLOR) MM SYSTEMS EXPANSION JOINT COVER, SERIES VSW -200 - FRAME TO BE PRIMED & PAINTED P -7 TO MATCH GYP. BD. CEILING EXPANSION JOINT AT CEILING N OTE: EXPANSION JOINT FRAMES AT WALLS TO BE PRIMED & PAINTED TO MATCH GYP. BD. VERIFY (E) JOINT WIDTH IN THE FIELD. ELASTOMERIC GASKET -- USE "LUNAR WHITE" GASKET COLOR (STANDARD COLOR) CONTINUOUS ELASTOMERIC GASKET FRAME FLOORING 4 4 D a FRAME 2 " EXPANSION JOINT AT WALL FINISH / COLOR GUIDE FRAME = SATIN CHROMIUM PLATED GASKET = COLOR "FOG" (STANDARD COLOR) VERIFY (E) JOINT WIDTH IN THE FIELD. CONTACT ARCHITECT. / I - 1 1/2" X V.LF. EXPANSION JOINT AT FLOOR FIRE BARRIER (® RATED WALLS.) FRAME f -Oef-0'H MM SYSTEMS EXPANSION JOINT COVER -- SERIES FSW -100 1 0" =f-.0' 5 MM SYSTEMS EXPANSION JOINT COVER - SERIES FSS -150 SLIDE (E) FLOOR EXPANSION JOINT f-0' 4-0' I MIRROR CORNER " 3' -6" A.F.F. T.Q. GLASS RAIL EQ GLASS RAIL DETAIL 2' -0" MIN. EQ • PAINTED GYP. BD. STYLMARK 5/16" 'J' MOLDING MODEL 14200068-218 AT FULL —HEIGHT OF MIRROR ON ALL SIDES MIRROR GLUED TO COLUMN — SEE PLAN FOR TYPES AND LOCATIONS NOTE G.C. TO V.I.F. MIRROR WIDTH AND LENGTH o s.d 2n MIL STUDS 1E-- CAP DETAIL IN S.S. SILICONE RUBBER SPACER LAMINATED GLASS 5/8" PAINTED TYPE "X" GYP. BD. 0/ 3/4" F.R.T. PLYWOOD EXIS11NG STEEL COLUMN — MANTAIN EXISTING FIREPROOFING MIRROR GLUED TO COLUMNS WHERE APPUCABLE — SEE DETAIL GYP. BD. AT EXISTING STEEL COLUMN I vzrow —I I 2 CORNER METAL UST (2) LAYERS 5/8" GYP. BD. BOLTS — REFER TO STRUCTURAL DRAWINGS RECEIVEr Er APR 16 2008 PERMIT CENTEt• 3 "4-0` 1 U8159 SOUTHCENTER MALL 867 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 o2 I REGISTERED ARCHITECT NNIS MICHAEL HEATH STATE OF WASHINGTON Dennis Heath, Architect 2410 Mariner Square Loop Alameda, CA 94501 Drawings and written material appearing hereiw constitute origins and unpublished work of the Architect and may not be duplicated, used or disclosed without written consent of the Architect c®DENNIS HEATH ARCHITECT -2001 QAQC No. Dote Issue 02/06/08 DESIGN DEVELOPMENT 03/07/08 PERMIT, LANDLORD, BID NOTE G.C. TO MINIMIZE COLUMN DIMENSIONS — ALL COLUMNS 03/19/08 LL COMMENS / ARCH CLARIFICATION TO BE UNIFORM IN SIZE VERIFY DIMENSIONS WITH H&M Project No. 43328 Scale AS NOTED DrawnBy: M.TSANG R: \H &M \H&M_SouthcenterMall \Drawings \CD \US159_A65.dwg Drawing No. MISCELLANEOUS DETAILS A6.5 Z / /./! atOr I IIl1!!A 11 PA -u I/ Mil NOT USED NOT USED NOT USED 1 11 EXPANSION JOINT WITH FINISH SECTION 4 a A ', OF PLATFORM a a 3 3/4" DUPLEX DETAIL AT DISPLAY B l A EXPANSION JOINT AT 1 -HR. RATED WALL A 3' = 7-0" 3'=t -0' MM FIRE BARRIER SYSTEM 3/4" WHITE MDF OVER 5/B" PLYWOOD I • • • • • • • • ■ . ELASTOMERIC GASKET - USE "LUNAR WHITE" GASKET COLOR (STANDARD COLOR) MM SYSTEMS EXPANSION JOINT COVER, SERIES VSW -200 - FRAME TO BE PRIMED & PAINTED P -7 TO MATCH GYP. BD. CEILING EXPANSION JOINT AT CEILING N OTE: EXPANSION JOINT FRAMES AT WALLS TO BE PRIMED & PAINTED TO MATCH GYP. BD. VERIFY (E) JOINT WIDTH IN THE FIELD. ELASTOMERIC GASKET -- USE "LUNAR WHITE" GASKET COLOR (STANDARD COLOR) CONTINUOUS ELASTOMERIC GASKET FRAME FLOORING 4 4 D a FRAME 2 " EXPANSION JOINT AT WALL FINISH / COLOR GUIDE FRAME = SATIN CHROMIUM PLATED GASKET = COLOR "FOG" (STANDARD COLOR) VERIFY (E) JOINT WIDTH IN THE FIELD. CONTACT ARCHITECT. / I - 1 1/2" X V.LF. EXPANSION JOINT AT FLOOR FIRE BARRIER (® RATED WALLS.) FRAME f -Oef-0'H MM SYSTEMS EXPANSION JOINT COVER -- SERIES FSW -100 1 0" =f-.0' 5 MM SYSTEMS EXPANSION JOINT COVER - SERIES FSS -150 SLIDE (E) FLOOR EXPANSION JOINT f-0' 4-0' I MIRROR CORNER " 3' -6" A.F.F. T.Q. GLASS RAIL EQ GLASS RAIL DETAIL 2' -0" MIN. EQ • PAINTED GYP. BD. STYLMARK 5/16" 'J' MOLDING MODEL 14200068-218 AT FULL —HEIGHT OF MIRROR ON ALL SIDES MIRROR GLUED TO COLUMN — SEE PLAN FOR TYPES AND LOCATIONS NOTE G.C. TO V.I.F. MIRROR WIDTH AND LENGTH o s.d 2n MIL STUDS 1E-- CAP DETAIL IN S.S. SILICONE RUBBER SPACER LAMINATED GLASS 5/8" PAINTED TYPE "X" GYP. BD. 0/ 3/4" F.R.T. PLYWOOD EXIS11NG STEEL COLUMN — MANTAIN EXISTING FIREPROOFING MIRROR GLUED TO COLUMNS WHERE APPUCABLE — SEE DETAIL GYP. BD. AT EXISTING STEEL COLUMN I vzrow —I I 2 CORNER METAL UST (2) LAYERS 5/8" GYP. BD. BOLTS — REFER TO STRUCTURAL DRAWINGS RECEIVEr Er APR 16 2008 PERMIT CENTEt• 3 "4-0` 1 U8159 SOUTHCENTER MALL 867 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 o2 I REGISTERED ARCHITECT NNIS MICHAEL HEATH STATE OF WASHINGTON Dennis Heath, Architect 2410 Mariner Square Loop Alameda, CA 94501 Drawings and written material appearing hereiw constitute origins and unpublished work of the Architect and may not be duplicated, used or disclosed without written consent of the Architect c®DENNIS HEATH ARCHITECT -2001 QAQC No. Dote Issue 02/06/08 DESIGN DEVELOPMENT 03/07/08 PERMIT, LANDLORD, BID NOTE G.C. TO MINIMIZE COLUMN DIMENSIONS — ALL COLUMNS 03/19/08 LL COMMENS / ARCH CLARIFICATION TO BE UNIFORM IN SIZE VERIFY DIMENSIONS WITH H&M Project No. 43328 Scale AS NOTED DrawnBy: M.TSANG R: \H &M \H&M_SouthcenterMall \Drawings \CD \US159_A65.dwg Drawing No. MISCELLANEOUS DETAILS A6.5 QAQC US159 SOUTHCENTER MALL No. Dote 867 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 REGISTERED ARCHITECT OENNIS MICHAEL HEATH STATE OF WASHINGTON DII Dennis Heath, Architect 2470 Mariner Square Loop Alameda, CA 94501 Drawings and written material appearing herein constitute origina and unpublished work of the Architect and may not be duplicated, used or disclosed without written consent of the Architect ()DENNIS HEATH ARCHITECT -2007 Issue 02/06/08 DESIGN DEVELOPMENT 03/07/08 PERMIT, LANDLORD, BID AB 03/19/08 Project No. 43328 Scale AS NOTED DrawnBy: M.TSANG Drawing No. ADDENDUM B LL COMMENTS / ARCH CLARIFICATION R: \H&M \H&O4_Southcentort lall \Drawings \CD \US159J170a.dwg FIXTURE DETAILS A7.Oa FREE STANDING WALL WHEN MOUNTED NEXT TO THE WALL 4' -2" i 2' -2" 4'_2" FREESTANDING WALL TO BE FASTENED INTO CEILING. REINFORCE CEIUNG TO ACCOMMODATE FOR ATTACHMENT ---------„,„,.. . �_ .- 2203 2200 1 2203 9 7 mummumi 4'— 2 i I I PANELS 3153, 3154, 3180, 3183 3180 mil;1 co in 0 ..�.. -. 2203 u u 2200 o `~ ,r ;! f a � / 2203 1 2200 I 2203 I I 1 I 1 I I mo' 2203 2' -2" 4' -2" HOLES IN FRAME 6 7/8" -7 FOR FIXING IN / \-6 7/8 " n 0 PLAN FREE STANDING WALL WHEN MOUNTED IN FLOOR 8 ,- �/4" MIDDLE OF THE FLOOR VFW NEMO AIRMEN EQ EQ / / CENTER BETWEEN ANGLE IRON AROUND • 2 FREESTANDING WALL TO BE / SURROUNDING PODIUM. PANELS UNLESS PODIUM SCREWED TO THE FLOOR, EVEN ELEVATION THROUGH CARPET IF NECESSARY, LOOSE IN FRAME ADJUSTABLE FEET OTHERWISE NOTED ON PLAN. SECTION 0 NOT USED - 12 FREE - STANDING WALL 1/2 t 3 _ .. 1. THE 3180 & 3183 WALL PANELS ARE 6' -4" HIGH. PANELS TO BE MOUNTED AT 1 -6" ABOVE FINISHED FLOOR. 2. CUT PANELS ON SITE WHEN CEIUNG HEIGHT IS LOWER THAN 8' -O'. IF THE CEIUNG HEIGHT OF A CONSECUTNE SPACE VARIES SO THAT PART OF THE CEIUNG IS LOWER THAN 8' -O' A.F.F.. PLEASE NOTE THAT THE PANELS SHOULD ONLY BE MODIFIED IN THE AREA OF THE LOW CEIUNG HEIGHT. pog,....i2.5.- SHOWN FOR REFERENCE ONLY SEE FINISH SCHEDULE FOR PAINT COLOR TO BE BUILT AT 4" FROM FLUORESCENT LIGHT PRODUCT NR. 74560214 PRODUCT NR. 74580228 FLOW OF LIGHT, AU. THE ON�SITE. OF THE PANEL THAN BEHIND PANELS TO COVER CONSTRUCTION Fit). MDF END CAP 3 5/8" REINFORCED CEIUNG \ WALL PROVIDED AND INSTALLED BY G.C. - • IN `� ' e j 01 4 ,% 111 1 M 3180 AND 3183 WALL PANELS FINISHED WALL SURFACE. WITH USE FLUORESCENT LIGHTS: -TL5 14W C QLOR 4400 L576 -TL 28W COLOR 4400 L1176 WAY BEHIND THERAFORSA EVEN 5/8 " FURNISHED BY G.0 ON TOP AND , INSTALLED U SE SEE CONSTRUCTION PLAN FOR STUDS f I \ GUT DN SITE n N ^ N N N �� Ls, _ �� r: \ \ N 1 . .8/ t t -,8 ,9 1L Al BY G.C. , TYP. 2 1 /2" METAL STUDS i c AI- I L A S �7 I DO NOT FLUORESCENT UNLESS NOTED ON DRAWING. FLUORESCENT LIGHT �J. :. -- 1 _ I 3180 I A 3180 l 3180 l 3180 �� SIDE COVER BUILT ON SITE FROM SIDE VIEW. .9 -.l .9-,1 k, k�k. `M1 h 1 �" . `� W 4c T h3 . k. 2'-0 7/8" \ , 6 ' 6" fi " • -/—/- �l f� f1 MOUNTED ON FLOOR FLOOR MOWING SITE AT THIS HEIGHT IF CEIUNG 8' -0" t — 3183 END PANEL SECTION WB 1 RECESS STANDARDS SUPPLIED BY H &M, 5/8" PLYWD. BEYOND INSTALLED BY G.C. FLUSH WITH WALL PANEL PANELS TO BE CUT ON HEIGHT IS LOWER THAN STANDARD WALL PANEL ELEVATION SUPPUED BY H &M, INSTALLED BY G.C. 1/2 " =1' -0" ( PLAN (A) 1/2 " =1' - .0" d .7J 4 1 !1» DIVIDED FRAME WALL 3/81'4-0' 11 POP -OUT WALL _ ,. 6VI .., TAK AS NOTED 2 - NOTES: \ cD vt o -A. » SIDE VIEW 1. THE PANELS 3153 0 3154 ARE 7' -6 5/8" HIGH. 2. CUT THE PANELS SO YOU HAVE MINIMUM 2" TO THE CEIUNG FROM TOP OF PANEL 3. FOR CEIUNG HEIGHT LOWER THAN 7' -8 5/8" A.F.F. CUT PANEL TO ALIGN WITH TOP OF 3180 & 3183. REMEMBER TO LEAVE A DISTANCE OF 10" - 18" WHEN YOU COME TO THE END OF THE WALL OR AN OUTER CORNER, DON'T FRONT VIEW SEE FINISH SCHEDULE FOR POINT COLOR TRY TO SQUEEZE IN A EXTRA PANEL 5. IN AN INNER CORNER YOU KEEP A DISTANCE OF 2'-0" AS A MINIMUM. C • • . , , �, , ' '." • : • • ' • , WALL PROVIDED AND N 1' -2" MIN. AT EN WALL AND 0 / CORNER ' NER INSTALLED BY G.C. - SEE CONSTRUCTION PLAN FOR TYPE. \ 2' -0' MI g. AT INNER CO WALL PROVIDED AND INSTALLED BY G.C. - SEE CONSTRUCTION \ 2' -1" 2'`1 \ , . � °" '� •. ''' 4... �� f/ *gig ftr. PLAN FOR TYPE + co STANDARD WALL PANEL SUPPUED BY H &M, INSTALLED BY G.C. Q RECEIVF APR 16 20Ub PERMIT CEN•I t -' c, '' ` " .. " '� v " A � �• w 4 ;4. °� ` 5o a;: • t• "k y •h , 3153 " FLOOR MOWING U- PROFILE WOOD TRIM 3153 • \ 3153 SURFACE MTD. STANDARD SUPPLIED PRE - FINISHED STANDARD WALL BY H &M, INSTALLED BY G.C. PANEL SUPPLIED BY H &M. INSTALLED BY G.C. r \ TYPICAL PANEL TERMINATION I WB-1 END PANEL 3154 MDF BASE SUPPLIED BY H &M, INSTALLED BY G.C. ELEVATION MIRROR 3508 ONLY BETWEEN WALL PANELS (REFER TO SECTION PLAN 1/2 " =1' -0" FIXTURE PLANS FOR LOCATIONS). HANG MIRROR IN 3 " =1' -n" FRONT AS DETAILED. 3" =1' -0" DESCRIPTION SCALE I _ I 10 PANEL WALL I AS NOTED I 1 D ELNAM E QAQC US159 SOUTHCENTER MALL No. Dote 867 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 REGISTERED ARCHITECT OENNIS MICHAEL HEATH STATE OF WASHINGTON DII Dennis Heath, Architect 2470 Mariner Square Loop Alameda, CA 94501 Drawings and written material appearing herein constitute origina and unpublished work of the Architect and may not be duplicated, used or disclosed without written consent of the Architect ()DENNIS HEATH ARCHITECT -2007 Issue 02/06/08 DESIGN DEVELOPMENT 03/07/08 PERMIT, LANDLORD, BID AB 03/19/08 Project No. 43328 Scale AS NOTED DrawnBy: M.TSANG Drawing No. ADDENDUM B LL COMMENTS / ARCH CLARIFICATION R: \H&M \H&O4_Southcentort lall \Drawings \CD \US159J170a.dwg FIXTURE DETAILS A7.Oa 7 ..... 26 US159 SOUTHCENTER MALL 867 SOUTHCEN JKWILA, WASHINGTON 98188 6216 STATE NOT USED 12 NOT USED 3 _ _ j - °� RCHIvrwhaf^D ARCHITECT A HEATH OF WASHINGTON Ora SHOWN FOR REFERENCE ONLY _.._ — ii — REINFORCED CE N JNG ACUTE< AND PLASTER — ii — '_ 111 II II II 1 il- � + REVIEWED FOIE CODE COMPLIANCE APPROVED „D ,£i } H H ICI = '�!� = = = . — al Dennis Heath, Architect 2470 Mariner Square Loop Alameda, CA 94501 TOP VIEW r 0 I I I II 1l I I CO II II 6" II II = = I C Drariigs aid rrittei material appearing herein constitute origira aid uiQuhlished rart of the Architect and may not he duplicated, used or disclosed rithout rritten coisent of the Architect ©DENNIS HEATH ARCHITECT -2007 I II II .�� 6" I. I. .. \ \ " -2, 9' -37/8' ) "_n2, 2 2008 Q A Q C — DISTANCE TO 1009 DISTANCE TO 1009 MAR N o . Dote I s s u e City Of Tu 'IEa ' 0 PLAN ELEVATION SECTION D �.5 •` BUIL,DY�!' 02/06/08 DESIGN DEVELOPMENT 03/07/08 PERMIT, LANDLORD, BID :: ... 0 GI NOT USED 11 FRAME WALL 3/8' = 0' 1'- 2 NOS —FOR THE WALL TYPE IT IS VERY IMPORTANT THAT YOU KEEP THE MINIMUM OF 1' -1 3/4" FROM THE END OF THE WALL TO THE CENTER OF THE WALL CHANNEL — CENTER THE WALL SYSTEM REINFORCED CEILING ABOVE DENIM POLE 2714 10 16' -4 7/8' / 20' -6" / 24' -7 1/4" 10 1 8" / . 'cot [ WALL PROVIDED AND INSTALLED BY G.C. — SEE CONSTRUCTION PLAN FOR TYPE SHIM TO MAKE UP 1 1 1 1 SHOWN FOR REFERENCE ONLY / r STAND ALONE WALL WITH PANELS STAND ALONE WALL WITH BUILT IN WALL ART NO 03153 CHANNELS ART NO 1009Q11 I I 1 DIMENSION OF STANDARD 1' -2" MIN. 1' -2" MIN n,T / j, 2' -1 ". 2' -1" �, 2' -1" �,A 1' -2" MIN. 1' -2" MIN. I 2' -1" 2' - 1' 2' - 1' 2' - 1' CD s W�H /M 1HOI3H . BACKER - / ? U FRONT VIEW DENIM POLE 2714 � C —C 4' -2' " 3/4" PLYWD. Project N o . 43328 (02737, CUS2737, C2738) 16' -8 1/8' g —1� 1 I j j' 1 T . r, ` <.. (. STANDARD SUPPLIED BY H&M. INSTALLED BY G.C. FLUSH WITH GYP. BD. Scale AS NOTED 2' -1" I Ph v 7 In 1' -2" MIN. PLASTER BOARD ^ ; D r a r n B y: M.TSANG „ r QD 7.- WALL CHANNEL 1009 .. MDF BASE SUPPLIED BY H&M, INSTALLED BY G.C. I I. R:\ H& M\ H& 1LSoutncenterMoll \prawinga \CD \US159_470b.dwg PLAN ELEVATION SECTION \ „ :� MAR 11 2008 Droving No. FIXTURE DETAILS A7.Ob FRONT VIEW DENIM POLE 2772 (C2770, C2771) 0 0 3' =1' -0" �= �,o;� � I ��1� r L��S 1 1/2'= 1'--0" 1/4' 1' D' DENIM WALL 3/18°4-01 10 HIDDEN WALL CHANNELS AS NOTED I 1 EQ. EQ. EQ. EQ. EQ. EQ. ■ N \ d t- > I\ \ / � /)\ 1 • .a -,a - ■■rrr r•■ �_ ni: IN M. 1- Kim= ..21.00 1 SINK CABINET MIL CUP REMOVABLE PANEL W/ WOOD VENEER FINISH MICROWAVE Iwv -1I FRONT WOOD VENEER CABINETS COUNTERTOP WOOD VENEER CABINET DOORS WOOD VENEER BASE ADA COMPLIANT CERAMIC TILE BACKSPLASH SINK AND FAUCET REMOVABLE PANEL 3/4" PLYWD. COUNTERTOP MIL STANDARD ADJ. SHELVING WOOD VENEER CABINET DOORS HORIZONTALLY MOUNTED DUPLEX. SEE DETAIL #6 FOR HEIGHT fr »-' 2' -1" DRAWER—. INTERIOR COUNTER AT LOUNGE ROOM —1LP r� PAINTED GYP. BD. momill SCRIBE MTL ANGLE INTEGRAL CORIAN SINK COUNTERTOP i'=s o' PAINTED GYP. BD. REFRIGERATOR WOOD VENEER BASE 12 11 LOUNGE ROOM 10 JANITOR CLOSET NOTES: 1. PROVIDE GROMMET EVERY 4' OF DESK MIN. (2). 2. 3 CEILING MOUNTED SECURITY CAMERAS IN ADMIN. ROOM (COORDINATE W/ H &M). 3. 1/4" BACK PANEL LAMINATED TO MATCH, W. 5/8" MOUNTING RAILS. 4. 3/4" DMDER PANELS AS SUPPORT FINS LAMINATED TO MATCH ON EXPOSED SIDES. PAINTED GYP. BD. ADJUSTABLE SHELVES I PL -1 1 I PL -1 I m WORK SURFACE AND BACKSPLASH CABINET LOCK 9 I M CONT. ADJUSTABLE SHELVES, SURFACE MID. STANDARDS & BRACKETS I CT -1 MTL STANDARD ADJ. SHELVING, TYP. COUNTERTOP WI BACKSPLASH i • PVC NOSE CABINET DOORS I PL-1I BASE CABINET AT ADMIN. /SEC. ROOM ADMIN. /SEC. ROOM 0 I 2' -6" • c I NOTES: 1. PROVIDE MATCHING FILLER PANELS AT BASE UNITS TO SCRIVE TO WALL SECURE AS REQ'D. 2. 3 CEIUNG MOUNTED SECURITY CAMERAS IN ADMIN. ROOM (COORDINATE W/ H &M). 3. 1/4" BACK PANEL LAMINATED TO MATCH, W. 5/8" MOUNTING RAILS. 4. 3/4" DMDER PANELS AS SUPPORT FINS LAMINATED TO MATCH ON EXPOSED SIDES. • EQ. EQ. EQ. / CID MOP SINK PL -1 I i" BACK PANEL ALL VISIBLE SURFACES HORIZONTALLY MOUNTED DUPLEX. SEE DETAIL #6 LOCKING CYLINDER ADJUSTABLE SHELVING INTERIOR G.C. TO COORDINATE LOCATIONS OF OUTLET WI SIZE OF SAFE SAFE. (VERIFY SIZE WITH H &M) 3/8 "=f-0" PROVIDE GROMMET EVERY 4' OF DESK MIN. (2) PVC NOSE DUPLEX OUTLET BACKSPLASH DUPLEX OUTLET WITH WHITE METAL COVER PLATE - CENTER ON COLUMN, TYP. V.I.F. HEIGHT BY COLUMN MIRROR AND SPECIAL FIXTURE 4 3/4" PAINTED WOOD BASE 3"X6" TILE COUNTER TOP MTL STANDARD ADJ. SHELVING, TYP. WORK SURFACE WI BACKSPLASH 4" I DUPLEX OUTLET WITH WHITE MIL COVER PLATE • DUPLEX AT COUNTERTOP DUPLEX AT COLUMN DUPLEX AT COLUMN (CORIAN) ELECTRICAL OUTLET MOUNTING DETAIL 1' —o" 1 C c c c r_+ i.a;•S_ ° %%:: ;. ial.!: •i i::. ziRZ.; :vl :•'r' ta..: :r.i'L,f,_4•'(•r DESK AT ADMINJSEC. ROOM " N." BACK PANEL ALL VISIBLE SURFACES I PL -1 I HORIZONTALLY MOUNTED DUPLEX. SEE DETAIL #6 PROVIDE 6" F.R.T. PLYWOOD BLOCKING CENTERED AT 28" (TYP.) OVER 1 1/2" THICK PLYWOOD SUPPORT EVERY 3' -O" CUTOUT IN EVERY SUPPORT i PROVIDE 1 1/2" X 1 1/2" ANGLE FASTENED TO SLAB LOCKER ELEVATION CONT. ADJUSTABLE SHELVES, SURFACE MTD. STANDARDS & BRACKETS PAINTED GYP. BD. BACKSPLASH CABINETS BY G.C. PROVIDE MATCHING FILLER PANELS AT BASE UNITS TO SCRIBE TO WALL SECURE AS REQ'D, TYP. r ep N BASE EQ. EQ. RECESSED TOE BASE I PL -1 PAINTED GYP. BD. • • ") 00 4--iza NOTES: 10 1. G.C. TO PROVIDE BLOCKING AS NEEDED. SEE 2. MTL BLOCKING BEHIND GYP. BD. e29 3. FINISH COLOR OF COUNTERTOPS & CABINETRY TO BE SELECTED BY TENANT. 4. G.C. PROVIDED MILLWORK WILL REQUIRE SHOP DRAWINGS SUBMITTED TO TENANT AND ARCHITECT UPON AWARDING OF CONTRACT. HEAVY DUTY SURFACE MTD. STANDARDS W/ BRACKETS ADJ. SHELVING HORIZONTALLY MOUNTED DUPLEX COUNTERTOP W/ BACKSPLASH I PL -1 I CABINETRY AT DECO ROOM sI M NOTES:, 1. G.C. TO PROVIDE BLOCKING AS NEEDED. SEE A6Aa 2. MIL BLOCKING BEHIND GYP. BD. 3. FINISH COLOR OF COUNTERTOPS & CABINETRY TO BE E SELECTED BY TENANT. 4. G.C. PROVIDED MILLWORK WILL REQUIRE SHOP DRAWINGS SUBMITTED TO TENANT AND ARCHITECT UPON AWARDING OF CONTRACT. 1 I 3' -0" O.C. TYP. 4' -0" LOCKERS —Amossmii 1' - 0' \ A 2'--1" DRAWER I PL -1 I INTERIOR r EQ. m EQ. 1" f-o• MAR 1 12008 ROUND TABLE LEGS - POLISHED m "s k ER CHROME QAQC US159 SOUTHCENTER MALL Drariugs aid rritteu material appearing herein constitute origiea an unpublished nark of the Architect and may not be duplicated, used or disclosed without rrittee cousenl of the Architect ©DENNIS HEATH ARCHITECT -2001 No. Dote 867 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 02/06/08 DESIGN DEVELOPMENT 03/07/08 PERMIT, LANDLORD, BID Project No. Scale DrarnBy: Drawing No. REGISTERED ARCHITECT NNIS MICHAEL HEATH STATE bF WASHINGTON 6210 Issue Dennis Heath, Architect 2470 Mariner Square Loop Alameda, CA 94501 4.3328 AS NOTED M.TSANG MILLWORK / ELEVATIONS AND SECTIONS A8.0 R: \H &M \H&M_SouthcenterMall \Drawings \CD \US159J■80.dwg TABLE OF CONTENTS 01300 ADMINISTRATIVE REQUIREMENTS 01045 CUTTING AND PATCHING 05500 METAL FABRICATIONS 06100 ROUGH CARPENTRY 06200 FINISH CARPENTRY 06400 MILLWORK 07270 FIRESTOPPING - NOT USED 07215 INSULATION and SOUND ATTENUATION - NOT USED 08112 STANDARD STEEL DOORS 08200 WOOD DOORS - REFER TO DOOR SCHEDULE 08360 STOREFRONT SECURITY GRILLE - NOT USED 08700 FINISH HARDWARE 08800 GLAZING 09110 METAL STUD FRAMING 09260 GYPSUM BOARD ASSEMBLIES 09300 TILE 09510 SUSPENDED ACOUSTIC CEILINGS 09650 RESILIENT FLOORING AND BASE 09900 PAINTING 10440 SIGNAGE 10675 METAL STORAGE SHELVING 10805 TOILET AND BATH ACCESSORIES Section 01300 ADMINISTRATIVE REQUIREMENTS 1 CONTRACT CONSIDERATIONS 1.1 SECTION INCLUDES A. Schedule of values. B. Application for payment. C. Change procedures. D. Alternatives. 1.2 RELATED SECTIONS 1.3 SCHEDULE OF VALUES A. Submit a printed schedule on form included with bid proposal. B. Include within each line item, a direct proportional amount of Contractor's overhead and profit. C. Revise schedule to list approved Change Orders, with each Application For Payment. 1.4 APPLICATIONS FOR PAYMENT A. Submit three copies of each application on AIA Form G702 - Application and Certificate for Payment and AIA G703 - Continuation Sheet. B. Content and Format: Utilize Schedule of Values for listing items in Application for Payment. C. Waiver of Lien: Submit Partial Conditional Waiver of lien with each Application for Payment. Also include Partial Waiver of Lien for any previously received payments. D. Include an updated construction progress schedule. 1.5 CHANGE PROCEDURES A. The Architect Engineer will advise of minor changes in the Work not involving an adjustment to Contract Sum /Price or Contract Time as authorized by AIA A201, 1987 Edition, Paragraph 7.4 by issuing supplemental instructions on AIA Form G710. B. Maintain detailed records of work done on Time and Material basis. Provide full information required for evaluation of proposed changes, and to substantiate costs for changes in the Work. C. Change Order Forms: AIA G701 Change Order D. Execution of Change Orders: Architect will issue Change Orders for signatures of parties as provided in the Conditions of the Contract. 1.6 ALTERNATIVES A. Accepted Alternatives will be identified in Owner- Contractor Agreement. B. To be considered for acceptance, alternates must be submitted with bid proposal, as separate add or deduct items. Base bid shall include all items and manufacturers as enumerated on drawings and /or in specifications. C. Coordinate related work and modify surrounding work as required. 2 SUBMITTALS 2.1 SUMMARY A. Submittal procedures. B. Construction progress schedules. C. Proposed Products list. D. Shop Drawings. E. Samples. F. Certificates. 2.2 SUBMITTAL PROCEDURES A. Transmit each submittal with Architect accepted form. B. Sequentially number the transmittal form. Revise submittals with original number and alphabetic suffix. C. Identify Project, Contractor, Subcontractor or supplier; pertinent drawing and detail number, and specification section number, as appropriate. D. Apply Contractor's stamp, signed or initialed certifying that review, approval, verification of Products required, field dimensions, adjacent construction Work, and coordination of information is in accordance with the requirements of the Work and Contract Documents. E. Schedule submittals to expedite the Project, and deliver to Architect at business address. Coordinate submission of related items. F. For each submittal for review, allow 15 days excluding delivery time to and from the contractor. G. Identify variations from Contract Documents and Product or system limitations which may be detrimental to successful performance of the completed Work. H. Provide space for Contractor and Architect or Engineer review stamps. I. When revised for re- submission, identify all changes made since previous submission. J. Distribute copies of reviewed submittals as appropriate. Instruct parties to promptly report any inability to comply with requirements. K. Submittals not requested will not be recognized or processed. a sequential Section 01045 CUTTING AND PATCHING 1 GENERAL 1.1 RELATED DOCUMENTS A. All of the contract Documents, Including General Conditions, Supplementary Conditions, and other Division 1 - General Requirements, apply to the work of this section. B. This section contains general information that applies to all work performed under the Contract and is inherently made a part of each specification section. 1.2 CORING, CUTTING AND PATCHING A. Subcontracting Information: The responsibility for cutting, coring and patching shall be as agreed to between Contractor and Subcontractor. 1. General Contractor's Responsibilities: The Contractor shall carefully check for concealed pipes, electrical conduits, and other utilities before permitting cutting or coring to proceed. If unknown concealed utilities are encountered, the Contractor shall notify the Owner, Landlord and Architect, and follow the Architect's directions. If any concealed utility is damaged due to improper or incomplete checking, the Contractor shall repair or reroute the utility as directed by the Architect at no additional cost to the Owner. The General Contractor shall ensure that all coring, cutting, and patching work is done in compliance with these specifications. 2. SUBCONTRACTOR RESPONSIBILITIES: Subcontractors shall coordinate work for which they are responsible with the General Contractor to minimize the need for coring, cutting and patching. B. Limitations: Do not core, cut, or patch any work in a manner that would result in a failure of the work to perform as intended, decreased energy performance, increased maintenance, decreased operational life, or decreased safety. 1. Structural Work: Do not core or cut structural work or bearing walls without written approval from Landlord. Where coring, cutting or patching of structural work is necessary and approved by Landlord and Architect, perform work in a manner which will not diminish structural capacity nor increase deflection of member. Provide temporary shoring and bracing as necessary. Ensure the safety of people and property at all times. C. Patching Materials: Use materials identical to materials to be cut and patched. If identical materials are not available or cannot be used, use materials that match the cut materials to the greatest extent possible. Provide finished work that will result in equal to or better than existing performance characteristics. D. Inspection: Before coring, cutting, or patching, examine surfaces and conditions under which work is to be performed and correct unsafe and unsatisfactory conditions prior to proceeding. E. Protection: Protect all adjacent work from damage including water damage from coring or cutting equipment requiring water. Protect the work from adverse conditions. F. Coring and Cutting: Core and cut work using methods least likely to damage adjoining work. Use tools designed for drilling, sawing, or grinding, not hammering or chopping. Use saws or drills to ensure neat, accurately formed holes to sizes required with minimum disturbance to adjacent work. Temporarily cover openings; maintain weather - tightness and safety. G. Patching: Patch seams and joints with materials which are durable and invisible. Comply with specified tolerances for similar new work; create true even planes with uniform continuous appearance. Restore finishes of patched areas and, if necessary, extend finish restoration onto adjoining unpatched area to eliminate evidence of patching and refinishing. Repaint entire assemblies, not just patched area. Remove and replace work judged by the Architect to be cut and patched in an unsatisfactory manner. H. Qualifications: Retain experienced and specialized firms and original installers of existing work (where possible), to perform coring, cutting and patching work so that new work will match unpatched work as closely as possible. 2 PRODUCTS - Not Used. 3 EXECUTION - Not Used. Section 05500 METAL FABRICATIONS 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Shop fabricated metal items, steel and aluminum. 2. Shop fabricated metal items, steel corner guards. 3. Shop fabricated metal items, stainless steel storefront cladding. B. Related Sections: 1. Section 09910 - Paints and Coatings. C. Reference Standards: 1. All steel construction shall comply with the "American Institute of Steel Construction (AISC)" 9th edition of "Specification for the Design, Fabrication, and Erection of Structural Steel for Buildings. 1.2 QUALITY ASSURANCE A. Fabricator. Company specializing in welded components with a minimum of 5 years documented experience in accordance with NMMM standards. 1.3 SUBMITTALS A. Submit shop drawings to requirements of Section 01300. B. Indicate on shop drawings, profiles, sizes, connection attachments, reinforcing, anchorage, size and type of fasteners, and accessories. 2 PRODUCTS 2.1 MATERIALS A. Steel Sections: ASTM A36 /A36M. B. Anchor bolts: ASTM A307 Steel to steel bolts: ASTM A325 Furnish nuts, bolts and washers. C. Welding Materials: AWS D1.1, E70XX electrodes. D. Primer: SSPC 15 Type 1, red, for shop application and field touch -up. E. Touch -up Primer for Galvanized Surfaces: Zinc rich type. F. Aluminum: 6063 alloy. 2.2 FABRICATION A. Fit and shop assemble in largest practical sections, for delivery to site. B. Grind exposed welds flush and smooth with adjacent finish surface. C. Make exposed joints butt tight, flush, and hairline. D. Supply components required for anchorage of metal fabrications. 2.3 FINISHES A. Do not prime surfaces in direct contact bond with concrete or where field welding is required. B. Prime paint items with one coat. 3 EXECUTION 3.1 INSTALLATION A. Install items plumb and level, accurately fitted, free from distortion or defects. B. Perform field welding to AWS D1.1. C. After installation, touchup field welds, scratched or damaged surfaces with primer. Section 06100 ROUGH CARPENTRY 1 GENERAL 1.1 DESCRIPTION OF WORK: This section includes, without limitation: A. Concealed wood blocking and nailers. B. Mounting boards for electrical panels and telephone equipment. 1.2 RELATED WORK: Without limitation, related work includes: A. 06200 - Finish Carpentry; work needing blocking. B. 06400 - millwork: needing blocking. C. 09650 - Resilient Flooring and Base. 2 PRODUCTS 2.1 BLOCKING: Construction grade or No. 2 Southern Yellow Pine complying with PS 20. A. Decay Treated: For blocking in contact with masonry or concrete, provide blocking pressure treated with waterborne preservatives complying with AWPB LP -2 and AWPA C2. Dry lumber to maximum moisture content of 19% after treatment. B. Fire- Retardant Treated: For interior blocking indicated to be fire- retardant treated, provide blocking which is UL labeled fire - retardant FR -S. Dry lumber to maximum moisture content of 19% after treatment. 2.2 PLYWOOD BACKING PANELS: Provide 5/8 inch thick, APA trademarked, UL labeled, Class A fire- retardant treated, C face, Exposure 2 panels complying with PS 1. 3 EXECUTION 3.1 BLOCKING INSTALLATION: Choose blocking to eliminate split, warped and twisted members. Securely anchor blocking to substrates and structure to support applied work and loads. Install blocking flush with framing. Countersink bolts and other fasteners flush with face of blocking. Coordinate with other work to ensure correct size and placement of mounting boards. 3.2 MOUNTING BOARD INSTALLATION: Screw panels to framing at not over 6 inches on center at edges and 8 inches on center within panel. Countersink fasteners flush with surface of plywood. Coordinate with other work to ensure correct size and placement of mounting boards. Section 06200 FINISH CARPENTRY 1 GENERAL 1.1 1.2 1.3 1.4 1.5 SUMMARY A. Section Includes: 1. Finish carpentry items, other than shop prefabricated 2. Door, Hardware and accessories installation. B. Related Sections: 1. Section 06070 - Wood Treatment. 2. Section 06110 - Rough Carpentry: 3. Section 06410 - Millwork: Custom 4. Section 08210 - Wood Doors. 5. Section 08800 - Glazing. 6. Section 09910 - Painting: QUALITY ASSURANCE A. Company specializing in custom carpentry work with minimum 3 B. Perform finish carpentry work to Custom AWI Quality Standards. C. Fire retardant treatment to conform to requirements of Section 06070. D. Lumber Grading: AWI. REGULATORY REQUIREMENTS A. Conform to applicable sections of BOCA and NFPA codes for fire retardant requirements. SUBMITTALS A. Submit shop drawings and product data to requirements of Section 01300. B. Indicate on shop drawings, materials, component profiles, fastening methods, jointing details, finishes, accessories, and to a minimum scale to show required detail. SUBMITTALS A. Submit samples to requirements of Section 01300. B. Submit [2] samples 12 x 12 inch in size illustrating wood grain and specified finish for each species of wood required on the project. casework. Wood Blocking and Curbing. casework; shop fabricated cabinetwork. Painting and finishing of finish carpentry items. years documented REVIEWED FOR CODE CO A ppRoVED VI R 2 2N8 City Df T ukwila BUILDING D ISION experience. MAR 11 2008 US159 SOUTHCENTER MALL 867 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 REGISTERED ARCHITECT 6216 DH DENNIS MICHAEL HEATH STATE OF WASHINGTON Drawings and written material appearing herein constitute origins old unpublished work of the Architect and nor not be duplicated, used or disclosed without written consent of the Architect ©DENNIS HEATH ARCHITECT -2007 QAQC No. Date Issue 02/06/08 DESIGN DEVELOPMENT 03/07/08 PERMIT, LANDLORD, BID Project No. 43328 Scale AS NOTED DrawnBy: M.TSANG Drawing No. Dennis Heath, Architect 2470 Mariner Square Loop Alameda, CA 94501 R: \H &M \H &M_ SouthcenterMall \Drowinga \CD \US159_SPECS.dwg SPECIFICATIONS sP.1 2 PRODUCTS 2.1 ACCESSORIES A. Contact Adhesives: Water base type. B. Wall Adhesive: Solvent release, cartridge type, compatible with wall substrate, durable bond. C. Nails: Size and type to suit application, plain finish. D. Bolts, Nuts, Washers, Blind fasteners, Lags, and Screws: Size and type to suit galvanized finish. E. Lumber for Shimming, Blocking, and reinforcing: Softwood lumber of Hem -Fir F. Primer: Alkyd primer sealer type. G. Wood Filler: Solvent base, tinted to match surface finish color. 2.2 WOOD TREATMENT A. Wood Treatment: Refer to Section 06070. 2.3 HARDWARE A. See Section 08710 for door hardware. 3 EXECUTION D. E. 3.3 A. B. C. D. E. F. G. H. Section 06400 MILLWORK 1 GENERAL NOTE TO CONTRACTOR: A. B. C. capable of achieving application; [plain] species. 3.1 EXAMINATION A. Verify that site conditions are ready to receive work. B. Beginning of installation means acceptance of site conditions. C. Carpentry contractor will be required to receive, store, and install all hardware and accessories. All keys are to be turned over to the Owner's Representative immediately upon receipt of the hardware. Properly tag all hardware for installation in the required location. 3.2 INSTALLATION OF ACCESSORIES A. Install work in accordance with AWI Custom quality standard or applicable manufacturer's written installation instructions. B. Set and secure materials and components in place, plumb and level. C. Install components, trim, etc. with nails, screws, or bolts as required by mounting conditions or as noted on drawings. Use adhesive by gun application where required by manufacturer. Apply plastic laminate finishes where indicated. Apply laminate backing sheet on reverse side of plastic laminate finished surfaces. INSTALLATION OF DOORS AND HARDWARE Install wood doors and frames in accordance with the manufacturer's instructions. Maintain alignment with adjacent work. Allow wood doors to become acclimated to site conditions prior to hanging. Field trimming of fire -rated doors will not be permitted. When job fitting of wood doors is required, trim doors equally from both side stiles or top and bottom rails as required to maintain clearances per AWI specifications. Conform to ANSI /NWWDA I.S.1.6- Hardware Locations for Wood Flush Doors and NFPA -80 - Fire Doors and Windows requirements for the proper use, location, and installation of acceptable finish hardware. Prepare wood doors to receive the approved scheduled hardware. Using proper sized bits, pilot drill screw and bolt holes for finish hardware. Install hardware on all wood and hollow metal doors using screws and bolts supplied or specified by the hardware manufacturer. Securely anchor hardware in the correct position and alignment. I. Coordinate the installation of any glazing required in doors with glazing contractor. J. Install any specified doors louvers not installed by manufacturer. 3.4 PREPARATION FOR SITE FINISHING A. Set exposed fasteners. Apply wood filler in exposed fastener indentations. B. Site Finishing: Refer to Section 09910. toilet room The work of this section has been assigned by the Owner as a separate contract to a Millwork Contractor for fabrication with installation by the General Contractor. The General Contractor shall schedule and coordinate all work of this section including submittals for Owner and Architect approval. The general contractor is responsible for providing and installing the shop drawings and finished for the employee lounge, administrative office, deco office as indicted on the Back of House drawing. All other millwork i.e.: cash wrap desks, fixture panels stockroom equipment etc. as indicated by the responsibility schedule is to be provided by owner and installed by the general contractor. 1.1 DESCRIPTION OF WORK: This section includes, without limitation: Casework including cash wrap, desk, tables, etc. Casework shelf lighting including transformers installed and prepared by Millwork Contractor for field connection by General Contractor. Cash wrap desk assembly including all conduit and junction boxes installed and prepared by Millwork Contractor for field connection by General Contractor. 1.2 WORK DESCRIBED IN THIS SECTION, BUT NOT IN CONTRACT: A. Custom stools, custom fabricated bench, and bench cushion [loose furnishings]. 1.3 RELATED WORK: Without limitation, related work by General Contractor includes: A. 06100 - Rough Carpentry; concealed wood blocking. B. 06200 - Finish Carpentry C. 08200 - Wood Doors D. Electrical: field connection of Millwork to electrical service and rough -in. E. Plumbing: field connection of plumbing. F. F. Plastic laminate work surface, shelves, grommets and wall standards in manager's office. Section 07270 ARESTOPPING 1 GENERAL 1.1 DESCRIPTION OF WORK: This section includes, without limitation: Firestopping all penetrations through fire -rated assemblies. B. Complying with building codes and requirements of authorities having jurisdiction. .2 RELATED WORK: Without limitation, related work includes: A. 07900 - Joint Sealers and fillers 1 PERFORMANCE REQUIREMENT: Provide UL tested firestopping assemblies which are applicable to ach condition encountered, or in the absence of tested assemblies, provide firestopping assemblies as ecommended by the firestopping system manufacturer's staff engineers and as approved by thorities having jurisdiction. 2 PROD TS 2.1 MINE 2.2 FIRESTO A. 3M Fire -Ba B. SOHIO Carbo C. Nelson Electric D. Dow Corning Co E. General Electric C F. Hilti Construction C G. International Protecti H. Tremco, Fyre - Shield 2.3 ACCESSORIES: Provi provide complete, eff 3 EXECUTION 3.1 INSTALLATION: Provide fires of the assemblies into whic Install firestopping without ga I. A. Inspect firestopping work an removed before firestopping is concealed Section 07215 INSULATION and SOUND ATTENUATION 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Acoustic insulation in wall and ceilin• co - truction. 2. Fire safing insulation. 1.2 SYSTEM DESCRIPTION A. Materials of this section shall provi an acous and /or fire safing barrier in conjunction with wall and ceiling materials specified in o er sections. 1.3 SUBMITTALS A. Submit product data to require ents of Section 01 '0 2 PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. USG Thermafiber Sound B. U.S. Gypsum Co. Ther C. Substitutions: To re 2.2 MATERIALS A. B. C. 3 EXECUTION 3.1 EXAMINAT O N A. V ify that site conditions are ready to receive work. B. reginning of installation means acceptance of site conditions. 3.2 INST LATION A. Install sound insulation blanket in walls with friction fit securely between studs. Butt ends of blankets closely together and fill all voids. Install sound attenuation fire blankets over ceiling panels, extending 48" beyond all part pons and tightly fit around all grillage, hangers and other vertical penetrations. Use manufacture Thermafiber Light Fixture Protection Kits to cover lay -in light fixtures. Fit insulation tight in spaces and tight to exterior side of mechanical and electrical services within the plane of insulation. Leave no gaps or voids. FIBER FIRESAFING: U.S.G. " Thermafiber Safing Insulation" or equal. ING SEALANTS AND PUTTY: Provide the following or equal: er FS -195 Wrap, CP -25 Caulk and Moldable Putty. dum Fiberfax Fyre Putty. ompany, FSP Firestop Putty, CLK firestop Sealant, CMP Firestop oration, Silicone R1V Foam. mpany, Pensil 100 Sealant and 200 Foam. emicals, Inc., CS240 Firestop Sealant and CS 2420 Intumes Coatings Corporation, Flamesafe and KBS products. Fyre -sil. anchorage accessories and other components an tive firestopping systems complying with UL test Blanket Insulation: Insulation shall h Standard 220 w ceiling spaces Rock Wool Fl with water - 75'F. No spread 1 Co pound. ent Wrap. accessories as needed to d assemblies. pping materials and thickness as re • fired to maintain the fire- ratings the materials are installed. Strictly match UL tested assemblies. and voids of any kind. repair or replace work whic has been damaged, disturbed, or r enclosed. ttenuation Fire Blankets. fiber Safing Insulation irements of Division 1 thick mineral fiber, unfaced, 16 "x48" in w e a density of 2.5 pcf and shall be rated non en tested according to ASTM El 36. Blankets sha ithout any covering required. er Safing Board: ASTM C612, Class 1 and Class 2, sem sistant binders, ASTM C518, thermal conductivity of "k" = al 4 pcf density. Provide manufacturer's standard sizes in th smoke developed 10 or less. s and 24 "x48" in ceilings. ombustible as defined by NFPA be rated for exposure in plenum rigid rock wool fiber board 25 Btu in /hr.ft.sq. 'F at kness per ASTM E84, flame Section 08112 STANDARD STEEL DOORS 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Non -rated and fire rated rolled steel doors and panels. B. Related Sections: 1. Section 09110 - Standard Steel Frames. 2. Section 08700 - Door Hardware. 3. Section 09900 - Painting: Field painting of doors. 1.2 QUALITY ASSURANCE A. SDI -100 - Standard Steel Doors and Frames. B. DHI - Door Hardware Institute - The Installation of Commercial Steel Doors and Steel Frames, Insulated Steel Doors in Wood Frames and Builder's Hardware. C. Fire Rated Door, Panel, and Frame Construction: ASTM E152. D. Handicapped: ANSI A117.1. 1.3 SUBMITTALS A. Submit shop drawings and product data to requirements of Section 01300. B. Indicate on shop drawings, door elevations, internal reinforcement, closure method, and cut outs for glazing and louvers. C. Provide product data on standard door and panel construction. 2 PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. Ceco Door Products. B. Fenestra. C. Steelcraft. D. Amweld. E. Republic. F. Substitutions: To requirements of Division 1. 2.2 DOORS A. Exterior Doors: SDI -100 Grade I, Model 1. B. Interior Doors: SDI -100 Grade I, Model 1. C. Door Core: Cardboard honeycomb for interior and Polyurethane foam at exterior. D. End Closure: Channel, minimum 14 gauge, inverted. 2.3 ACCESSORIES A. Silencers: Resilient rubber fitted into drilled hole. B. Glazing Stops: Rolled steel channel shape, mitered corners; prepared for countersink style tamperproof screws. C. Bituminous Coating: Fibered asphalt emulsion. D. Primer. Zinc chromate type. 2.4 FABRICATION A. Mullions for Double Doors: Fixed type. B. Astragals: Metal T shaped astragals for double doors. C. Fabricate doors with hardware reinforcement plates welded in place. D. Close top edge of exterior door with inverted steel channel closure. Seal joints watertight. 2.5 FINISH A. Primer: Baked on rust inhibiting primer. B. Finish: See Painting Section 09910. 3 EXECUTION 3.1 INSTALLATION A. Install doors to SDI 100. B. Install accessories as indicated on drawings. 3.2 TOLERANCES A. Maximum Diagonal Distortion After Installation: 1/16 inch measured with straight edge, corner to corner. MAR 1 12008 ER US159 SOUTHCENTER MALL 867 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 DII Drawiegs and writtee material appearing lerein coustitute origiee led 'republished work of tie Architect end may not be deplicoied, used or disclosed without uritteo consent of the Architect (DENNIS HEATH ARCHITECT -2007 QAQC No. Date Project No. Scale DrawnBy: Drawing No. e216 DENNIS MICHAEL HEATH STATE OF WASHiNGTON Issue REGISTERED ARCHITECT • Dennis Heath, Architect 2410 Mariner Square Loop Alameda, CA 94501 02/06/08 DESIGN DEVELOPMENT 03/07/08 PERMIT, LANDLORD, BID 43328 AS NOTED M .TSANG R: \H &M \H &M_SouthcenterMall \Drawings \CD \US159_SPECS.dwg SPECIFICATIONS SP.2 B. Through - Bolts: Do not use visible through -bolts to mount any hardware. C. Screws and Pilot Holes: Drill proper size pilot holes for all screws to reduce splitting. If not otherwise recommended by door or hardware manufacturer, use 1 -1/2" long #12 threaded-to-the-head wood screws. Where visible, provide screws finished to exactly match visible hardware on door. D. Clearances and Tolerances: For non -rated doors, provide uniform 1/8" clearances at head, jambs and meeting stiles (of pair of doors). Provide uniform 1/2" clearance at bottom, except at thresholds provide uniform 1/4" clearance. Section 08360 STOREFRONT SECURITY GRILLE 1 GENERAL 1.1 SUMMARY: Section Includes: Motorized overhead coiling security grille. 1.2 QUA hi ASSURANCE: A. Use • dequate numbers of skilled workmen who are thoroughly trained • nd experienced in the necessary cry and who are completely familiar with the specified require ents and the methods needed for the ' roper performance of the work of this section. 2 PRODUCTS 2.1 ACCEPTABLE MANUFAC RERS: A. Metro Door model J • = GRILLE. B. Alumatek Inc. model A C. Dynaflair Corp. Legionaire 'yodel. 2.2 COMPONENTS /ACCESSORIES: A. Curtain to have 5/16" dia. ho : •ntal rods paced not to exceed 2 1/2" o.c. and vertical links at max. 9" o.c. Additional rizo • I rods shall be placed between main rods within 18" horizontally and vertically of centerli of lock mechanism. B. Guides and bottom bar to be finis d : - r the finish indicated on the plans. C. Lock device shall be center mou • ed pro ' •ing simultaneous locking into both jambs from a cylinder mounted on the mall side • d tamper pr. .f thumb turn on the store side. D. Provide emergency release • -vice to automat' : ly disengage the motor drive and allow unlocked door to open p• way. E. Provide manufacturers - andard U.L approved moto in capacity recommended by manufacturer with in - rock to prevent motor operatio when lock is engaged. Motor to be operated by flush ounted key switch - refer to plans • r location. F. All other comp • ents to provide complete security grille in allation to be as selected by manufacturer or this particular type of installation. 3 EXECUTION 3.1 VERIFl A. ON amine the areas and conditions under which work of this section will - performed. Do not proceed until unsatisfactory conditions are corrected. 3.2 STALLATION: A. Install the work of this section in strict accordance with the original design, pe ' ent requirements of governmental agencies having jurisdiction, and the manufacturers recom -nded installation procedures, anchoring all components firmly into position for long life under ha use. B. Upon completion of the installation, put all items through at least ten operation cycles. Make required adjustments and assure that the components are in optimum operating condition. Section 08700 FINISH HARDWARE 1 GENERAL 2 PRODUCTS 2.1 As specified in Door Schedule. 3 EXECUTION 1.1 DESCRIPTION OF WORK: This section includes, without limitation: A. Finish hardware for interior doors. B. Lock cylinder for entrance door to coordinate with lock specified in Section 08450. 1.2 RELATED WORK: Without limitation, related work includes: A. 08200 - Wood Doors. B. 08800 - All Glass Storefront System. 1.3 SUBMITTALS: Submit the following in compliance with Divisions 0 and 1: A. Provide data. B. Shop drawings. 3.1 INSTALLATION: Strictly comply with manufacturer's instructions and recommendations. Mount hardware at locations to comply with Door and Hardware Institute Recommended Locations for Builders Hardware for Standard Steel Doors and Frames and National Wood Window and Door Association ANSI /NWWDA Industry Standard 1.7. A. Set hardware plumb, level and in exact alignment and location. Conceal and countersink fasteners to the greatest extent possible. Use only threaded -to- the -head screws for all hardware attached to wood doors and frames. Use #12 screws for hinges, closers, and other highly stressed hardware, unless otherwise recommended by hardware manufacturer. Do not use exposed through -bolts to mount any hardware. Adjust all hardware to work easily, smoothly, and correctly. Section 08800 GLAZING 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Glass and glazing for Sections referencing this section for Products and installation. B. Related Sections: 1. Section 06200 - Finish Carpentry: components with requirement for glass. 2. Section 08112 - Steel Doors and Frames. 3. Section 08200 - Wood Doors. 1.2 REFERENCES A. Perform Work to FGMA Glazing Manual, FGMA Sealant Manual, SIGMA, and Laminators Safety Glass Association -- Standards Manual, for glazing installation methods. 1.3 SYSTEM DESCRIPTION A. Size glass to withstand dead loads and positive and negative live loads acting normal to plane of glass. B. Limit glass deflection to 1:200. 1.4 SAMPLES A. Submit samples to requirements of Section 01300. B. Samples: Submit two samples 6x6 inch in size, illustrating glass for, coloration and design for anything other than clear glazing. 1.5 QUALITY ASSURANCE A. Perform Work in accordance with FGMA Glazing Manual, for glazing installation methods. B. Select glazing compounds and sealants to glass manufacturers instructions. 2 PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. PPG Glass. B. LOF Glass. C. Guardian Industries. D. Ford Glass. E. Substitutions: To requirements of Division 1. 2.2 FLAT GLASS MATERIALS A. Float Glass (Type FG -A): Clear, 1/4 inch thick. B. Mirror Glass (Type FG -F): Float Plate glass, 1/4 thick, sizes as noted on Drawings. 2.3 GLAZING COMPOUNDS A. Butyl Sealant (Type GC-A): ASTM C920, single component; Shore A hardness of 10 to 20 black color; non - skinning. 2.4 GLAZING ACCESSORIES A. B. C. D. 3 EXECUTION Setting Blocks: Neoprene, 80 to 90 Shore A durometer hardness. Spacer Shims: Neoprene, 50 to 60 Shore A durometer hardness. Glazing Tape: Preformed butyl compound with integral resilient tube spacing device. Mirror Attachment Accessories: Chrome finish continuous J channels at all exposed edges or as detailed on drawings. Mirror adhesive, chemically compatible with mirror coating and wall substrate. 3.1 EXAMINATION A. Verify that openings for glazing are correctly sized, within tolerance and clean. 3.2 PREPARATION A. Clean contact surfaces with solvent and wipe dry. B. Seal porous glazing channels or recesses with substrate compatible primer or sealer. C. Prime surfaces scheduled to receive sealant. 3.3 INTERIOR - WET /DRY METHOD (TAPE AND SEALANT) A. Cut glazing tape to length and install against permanent stops, projecting 1/16 inch above sight line. B. Place setting blocks at 1/4 points with edge block no more than 6 inches from corners. C. Rest glazing on setting blocks and push against tape to ensure full contact at perimeter of pane or unit. D. Install removable stops, spacer shims inserted between glazing and applied stops at 24 inches intervals, 1/4 inch below sight line. E. Fill gaps between pane and applied stop with butyl type sealant to depth equal to bite on glazing, to uniform and level line. F. Trim protruding tape edge. 3.4 INSTALLATION - MIRRORS A. Set mirrors with adhesive, and J channels where detailed, applied in accordance with adhesive manufacturer's instructions. B. Place plumb and level unless detailed otherwise on drawings. 3.5 CLEANING A. Remove glazing materials from finish surfaces. B. Remove labels after Work is complete. C. Clean glass and mirrors. Section 09110 METAL STUD FRAMING 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Formed metal stud framing at interior locations. 2. Framing accessories. B. Related Sections: 1. Section 06110 - Wood Framing: Rough wood blocking within stud framing. 2. Section 06200 - Finish Carpentry. 3. Section 07213 - Batt Insulation: Insulation within stud framing. 4. Section 09260 - Gypsum Board Assemblies C. Reference: All metal stud construction shall comply with the "American Iron and Steel Institute" ,AISI Current Edition of "Specifications for the Design of Cold Formed Steel Structural Members ". 1.2 SYSTEM DESCRIPTION A. Metal stud framing for interior walls, with acoustic insulation specified in Section 07213 and gypsum board specified in Section 09260. 1.3 QUALITY ASSURANCE A. Perform Work to ASTM C840. 2 PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. U. S. Gypsum Company. B. National Gypsum Company. C. Dale Industries. D. Substitutions: To requirements of Division 1. 2.2 STUD FRAMING MATERIALS A. Studs: ASTM C645, electro- galvanized, non -load bearing rolled steel, channel shaped, punched for utility access, as follows: 1. Width: as noted on drawings. 2. Thickness: 20 ga. minimum. B. Runners: Of same material and finish as studs, bent leg retainer to receive studs. C. Furring and Bracing Members: Of same material and finish as studs, thickness to suit purpose. D. Fasteners: Self drilling, self tapping screws of length not less than thickness of finish material plus inch. E. Anchorage Devices for concrete: Powder driven. F. Primer: Zinc oxide touch -up for galvanized surfaces. 3 EXECUTION 3.1 ERECTION A. Align and secure top and bottom runners at 24 inches o.c. B. Fit runners under and above openings; secure intermediate studs at spacing of wall studs. C. Install studs vertically at 16 inches o.c. unless otherwise noted on drawings. Align stud web openings. D. Secure studs to tracks. Brace stud framing system and make rigid. E. Stud splicing is permissible by overlapping with flanges in opposite directions to form a box section with overlap length a minimum of I/15 of wall height. Where wall height exceeds 16', wall shall be braced with diagonal studs at a maximum spacing of 8' O.C. from top 1/3 point of wall to roof structure. F. Construct corners using minimum three studs. Double stud at wall opening, door and window jambs, not more than 2 inches each side of openings. G. Coordinate erection of studs with requirements of door and window frame supports and attachments. H. Coordinate installation of bucks, anchors, and blocking with electrical and mechanical work to be placed in or behind stud framing. I. Blocking and Reinforcement: Secure to studs. Install for support of plumbing fixtures, toilet partitions, wall cabinets, toilet accessories, hardware, etc. J. Refer to Drawings for location of partitions extending to ceiling only, and partitions extending through ceiling to structure above. Maintain clearance under structural building members to avoid deflection transfer to studs. Provide extended leg ceiling runners. K. Coordinate placement of acoustic insulation in multiple stud spaces made inaccessible after stud framing erection. Section 09260 GYPSUM BOARD ASSEMBLIES 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Metal channel ceiling framing. 2. Gypsum board. B. Related Sections: 1. Section 09110 - Metal Stud Framing. 2. Section 06110 - Wood Framing. 3. Section 08111 - Standard Steel Frames. 4. Section 09910 - Paints and Coatings: Surface finish. 1.2 REGULATORY REQUIREMENTS A. Conform to applicable code for fire rated assemblies. 2 PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS - FRAMING MATERIALS A. U.S. Gypsum Company. B. National Gypsum Company. C. Georgia Pacific. D. Domtar Gypsum. E. Substitutions: To requirements of Division 1. Jz5 MAR 112008 US159 SOUTHCENTER MALL 867 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 Drawings and written material oppeoring herein constitute origins aid unpublished work of the Architect and may not be duplicated, used or disclosed without written consent of the Architect (DENNIS HEATH ARCHITECT -2007 OARC No. Date Project No. Scale Drawnfy: 02/06/08 DESIGN DEVELOPMENT 03/07/08 PERMIT, LANDLORD, BID Drawing No. 6216 OENNIS MICHAEL HEATH STATE OF WASHINGTON Issue Dennis Heath, Architect 2410 Mariner Square loop Alameda, CA 94501 43328 REGISTERED j ARCH#TEC1 c AS NOTED M.TSANG R: \H &M \H &M_SouthcenterMall \Drawings \CD \US159_SPECS.dwg SPECIFICATIONS SP.3 2.2 ACCEPTABLE MANUFACTURERS - GYPSUM BOARD A. U.S. Gypsum Company. B. National Gypsum Company. C. Georgia Pacific. D. Domtar Gypsum. E. Substitutions: To requirements of Division 1. 23 FRAMING MATERIALS A. Furring, Framing, and Accessories: ASTM C645, galvanized steel. B. Fasteners: Hardened steel. C. Adhesive: ASTM C557. 2.4 GYPSUM BOARD MATERIALS A. Standard Gypsum Board: ASTM C36, of thickness as noted on drawings, tapered edges. B. Fire Rated Gypsum Board: ASTM C36 for type X, of thickness as noted on drawings, tapered edges. C. Moisture Resistant Gypsum Board: ASTM C630, of thickness as noted on drawings, with tapered edges. 2.5 ACCESSORIES A. Acoustical Insulation: as specified in Section 07215. B. Acoustical Sealant: Non - hardening, non- skinning, for use in conjunction with gypsum board. C. Corner Beads: Metal. D. Edge Trim: Galvanized steel. E. Joint Materials: ASTM C475, reinforcing tape, joint compound, adhesive, water, fasteners. F. Fiberglass ceiling access panels 3 EXECUTION 3.1 EXAMINATION A. Verify that site conditions are ready to receive work. B. Beginning of installation means acceptance of site conditions. 3.2 CEILING FRAMING INSTALLATION A. Install to ASTM C754, and manufacturer's instructions. B. Install ceiling framing independent of walls, columns, and above ceiling work. C. Laterally brace entire suspension system. 3.3 ACOUSTICAL ACCESSORIES INSTALLATION A. Install resilient channels at maximum 24 inches o.c. B. Place acoustical insulation per Section 07215. C. Install acoustical sealant within partitions to manufacturer's instructions. 3.4 GYPSUM BOARD INSTALLATION A. Install gypsum board to GA 201, 216, and 600. B. Use screws when fastening gypsum board to furring or framing. C. Erect gypsum soffit board perpendicular to supports. D. Place corner beads at external corners. Place edge trim where gypsum board abuts dissimilar materials. 3.5 JOINT TREATMENT A. Tape, fill, and sand exposed joints, edges, and corners to produce smooth surface to a level 5 finish ready to receive finishes. Section 09300 ILE 1 GENERAL 1.1 DESCRIPTION OF WORK: This section includes, without limitation: A. Ceramic and composite tile. 1. Tile Floor and Base. 2. Wall Tile. 3. Divider Strips, Sealants, and other accessories required for a complete tile installation system. 4. Anti -crack membrane. B. Related Sections 1. 09260 - Gypsum Board Assemblies Including Metal Stud And Joist Framing. 1.2 QUALITY ASSURANCE A. Perform work in accordance with: 1. TCA - Tile Council of America. 2. ANSI - American National Standards Institute. 3. ASTM - American Society for Testing and Materials. 2 PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS -- TILE AND GROUT A. See decor plan for tile and grout specifications. B. Provide an additional 1% of each tile specified in un- opened manufacturers boxes for future use. 2.2 ACCEPTABLE MANUFACTURERS - SETTING MATERIALS A. TEC Incorporated. B. Laticrete International, Inc. 2.3 FLOOR AND WALL TILE SETTING MATERIALS A. Mortar - latex- portland cement mortar per ANSI A118 B. Grout - latex- portland cement grout per ANSI 118.6 ANSI A108.10 for wall installations. C. Uncoupling membrane- 6.1 Schluter -Ditra for slab on moving /cracking. 2.4 MORTAR AND MIX A. Mix and proportion mortar and grout materials in accordance with manufacturers instructions. 2.5 ACCESSORIES A. Provide threshold reducer strips and / or metal divider strips as detailed or as required for a complete and proper installation. .4 and ANSI A108.5. for slab on grade installations and grade installations with substrate 3 EXECUTION 3.1 EXAMINATION A. Verify that site conditions are ready to receive work. Beginning of installation means acceptance of site conditions. 3.2 INSTALLATION - FLOORS A. Install mortar tile and grout in accordance with manufacturer instructions. Lay tile to pattern B. indicated. Verify pattern is uninterrupted through openings. Cut and fit tile tight to protrusions C. and vertical interruptions, form corners neatly. D. Install mortar, tile and grout in accordance with TCA Handbook Number F113 for slab on grade installations and W244 for wall installations. E. Provide expansion joint detail over each saw -cut or cold joint in the concrete floor. Provide Schluter divider strip at each side of the joint and install backer strip and urethane traffic sealant in color to match grout. F. Examine existing demolished and cleaned flooring substrate. Install membrane over noticeable existing floor cracks as per manufactures instructions. G.C. to include 110 L.F. of membrane installation in quotation. 3.3 CLEANING A. Clean tile surfaces in accordance with tile and grout manufacturers guidelines or if not available the TCA Maintenance Guide. B. Provide instruction to owner's representative in the proper care and maintenance of the flooring. 1 Section 09510 SUSPEDED ACOUSTIC CEILINGS GENERAL 1.1 DESCRIPTION OF WORK: This section includes, without limitation: A. Section Includes: 1. Suspended metal grid ceiling system. 2. Acoustical panels. 3. Compasso trim panels. 1.2 SUBMITTALS A. Submit shop drawings and product data to requirements of Section 01300. B. Provide product data on metal grid system components and acoustic units. 1.3 SAMPLES A. Submit samples to requirements of Section 01300. B. Submit two samples 12x12 inch in size illustrating material and finish of acoustic 1.4 REGULATORY REQUIREMENTS A. Conform to applicable code. 2 PRODUCTS units. 2.1 ACCEPTABLE MANUFACTURERS - SUSPENSION SYSTEM A. As specified on reflected ceiling plan. B. Substitutions: To requirements of Section 01300. 2.2 SUSPENSION SYSTEM MATERIALS A. Grid: ASTM C635, Intermediate duty non -fire rated exposed "T "; components die cut and interlocking. B. Accessories: Stabilizer bars, clips splices, edge moldings, and hold down clips required for suspended grid system. C. Grid Materials: Commercial quality cold rolled steel with galvanized coating. D. Grid Finish: White color. E. Support Channels and Hangers: Galvanized Primed steel, to rigidly secure ceiling system with maximum deflection of 1:360. 2.3 ACCEPTABLE MANUFACTURERS - ACOUSTIC UNITS A. As specified on reflected ceiling plans. B. Substitutions: To requirements of Division 1. 2.4 ACOUSTIC UNIT MATERIALS A. Acoustic Panels: Conforming to the following: 1 . Size: 24x48 inch. 2. Thickness: minimum 5/8 inch. 3. Composition: Mineral fiber. 4. Fire Hazard Classification: Flame spread /smoke developed: (per ASTM E -84) 25/10. 5. Edge: Square. 6. Surface Color White. 7. Surface Finish: Non - directional fissured. 3 EXECUTION 3.1 EXAMINATION A. Verify that layout of hangers will not interfere with other work. B. Verify that site conditions are ready to receive work. C. Beginning of installation means acceptance of site conditions. 3.2 INSTALLATION A. Install system in accordance with manufacturer's instructions and as supplemented in this section. B. Hang system independent of walls, columns, ducts, pipes and conduit. C. Where ducts or other equipment prevent the regular spacing of hangers, reinforce the nearest affected hangers to span the extra distance. D. Locate system according to reflected plan. E. Install edge molding at intersection of ceiling and vertical surfaces. F. Fit acoustic units in place, free from damaged edges. G. Fit border neatly against abutting surfaces. 3.3 TOLERANCES A. Variation from Flat and Level Surface: 1/8" in 10 ft. Section 09650 RESILIENT FLOORING AND BASE 1 GENERAL 1.1 DESCRIPTION OF WORK: This section includes, without limitation: A. Resilient flooring. B. Resilient wall base. C. Resilient edge strips. D. Substrate preparation. 1.2 RELATED WORK: Without limitation, related work includes: A. 06100 - Rough Carpentry; underlayment to raise subfloor under resilient flooring to align and be flush with abutting stone flooring. 1.3 SUBMITTALS: Submit the following in compliance with Divisions 0 and 1: A. Product data. B. Samples at least 12 inches square for each type and color of flooring required. C. Samples at least 6 inches long for each type and color of base required. 2 PRODUCTS 2.1 RESILIENT FLOORING: SEE DECOR PLAN A. 12 inch by 12 inch by 1/8", 2.2 RESILIENT WALL BASE: See decor plan and decor specs. A. Height: 4 inches. B. Style: Coved base at hard floors and straight base at carpet. 2.3 MISCELLANEOUS MATERIALS: Provide latex subfloor leveling compound; concrete subfloor primers; non - flammable, waterproof adhesives; resilient edge strips with profile and colors approved by Architect; and wax and polish materials as recommended by flooring and base manufacturers. 2.4 UNDERLAYMENT: (If Required) Provide APA trademarked, interior plywood " Underlayment" with exterior glue and no voids in any layer of veneer, and with thickness to level top of resilient flooring with top of adjacent stone flooring. If required by local codes or authorities having jurisdiction, provide UL listed and labeled fire - retardant treated Underlayment. 3 EXECUTION 3.1 PREPARATION: Check substrate and underlayment tolerances and fill holes, depressions and cracks with latex leveling compound. Scrape, grind, or sand down ridges and protruding irregularities to create a level substrate in true plane. Thoroughly clean and vacuum substrates immediately before installation of work. 3.2 INSTALLATION: Maintain uniformity of color and pattern. Cut materials neatly around fixtures and obstructions. Provide securely bonded resilient edge strips and trim wherever edge of floor would otherwise be exposed. A. Tile Flooring: Layout work to avoid use of less than one -half module pieces. Adhere flooring with full coverage of adhesive. Roll installed flooring with 150 pound roller in both directions at least twice. Make uniform, continuous contact and bond between flooring and subfloor. Lay flooring with grain or texture running in one direction. B. Base: Adhere base to walls, columns, and to all other fixed and permanent surfaces and fixtures. Run base behind all movable items. tightly bond base to walls with 100% coverage of adhesive. Do not leave any gaps between wall and base and base and floor. Hand roll base over all base surfaces and make full contact and excellent adhesion. 1. Outside Corners: Groove back of base and field form sharp outside corners. Keep base seams and joints as far from outside corners as possible and never closer than 24" to corner. 2. Inside Corners: Cut and cope base at inside corners. Do not round inside corners with one piece of base. 3.3 UNDERLAYMENT INSTALLATION - Comply with instructions and recommendations of APA, Design and Construction Guide - Residential and Commercial. A. Install underlayment immediately before installation of finish flooring. B. Glue and power nail to existing subflooring. Provide 100% coverage of adhesive between plywood underlayment and prepared subfloor. Fasten panels with fasteners spaced 3 inches on center at panel edges and 6 inches on center each way within panels. Provide a grid of chalk guidelines to ensure proper layout and spacing. C. Comply with APA recommendations for edge spacing at joints between underlayment panels and between underlayment and adjacent construction. Fill and sand joints of underlayment to create a smooth substrate suitable for installation of specified finishes. 3.4 CLEANING AND CURING: Clean and remove excess and spilled adhesive from base, walls, and floors as the work progresses. Prohibit traffic over newly installed flooring for at least 48 hours or longer as recommended by flooring and adhesive manufacturers to permit adhesive to set and cure. Do not damp mop or clean floors until adhesive is set and cured. Ds, MAR 1 1 2008 QAQC US159 SOUTHCENTER MALL No. Dote 867 SOUTHCENTER MALL TLJKWILA WASHINGTON 98188 DH Drawing No. 6216 REG!STEFIED ARCHITECT NNIS MICHAEL HEATH STATE OF WASHINGTON f Drouiugs old grilles material appearing herein constitute arigisa and unpublished nark of the Architect and nay not be duplicated, used or disclosed githout iritlen consent of the Architect ©DENNIS HEATH ARCHITECT -2007 Issue Dennis Heath, Architect 2410 Mariner Square loop Alameda, CA 94501 02/06/08 DESIGN DEVELOPMENT 03/07/08 PERMIT, LANDLORD, BID Project No. 43328 Scale AS NOTED Drawnfiy: M.TSANG R: \H &M \H&M_SouthcenterMall \Drawings \CD \US159_SPECS.dwg SPECIFICATIONS SP.4 SECTION 09900 PAINTING 1 GENERAL 1.1 DESCRIPTION OF WORK: This section includes, without limitation, painting and finishing all exposed interior and exterior surfaces within the work limits, except the following: A. Finished metal surfaces and hardware unless otherwise noted. B. Surfaces concealed from view. C. Finished floors. D. Glass. E. Prefinished millwork. F. Galvanized steel sign supports. 1.2 RELATED WORK: Without limitation, related work includes: A. 06200 - Finish Carpentry B. 10440 - Signage and Graphics; PRE - MANUFACTURED signs and graphics. 1.3 SUBMITTALS: Submit the following in compliance with Divisions 0 and 1: A. Product data. B. Samples to verify color selections. 2 PRODUCTS 2.1 PAINT PRODUCTS: Provide paint systems 3 EXECUTION SECTION 10440 SIGNAGE 1 GENERAL 2 PRODUCTS 3 EXECUTION approved by A. INTERIOR Coat 1: Coat 2: Coat 3: and products as scheduled or as otherwise Architect. WOOD AND PLYWOOD - PAINTED (Satin Alkyd System) Moore's Pigmented Sanding Sealer Moore's Satin Impervo Enamel Same as coat 2. Note: Sand between every coat with successively finer sand paper ending with 320 grit. Spray paint door #2 to match approved sample. B. INTERIOR DRYWALL AND VENEER PLASTER (Flat Latex System) Coat 1: Moore's Latex Quick Dry Prime Seal or Latex Enamel Underbody Coat 2: Moore's Wall Satin Coat 3: Same as coat 2. 2.2 COLORS: Provide as indicated on Finish Schedule. 3.1 INSTALLATION: Strictly comply with manufacturer's instructions and recommendations for both application of paint and preparation of surfaces before painting. Provide uniform final finishes, free from runs, color variation, and other imperfections. A. Remove hardware, fixtures, accessories, and other work or provide effective protection to insure that such work is not painted or splattered. Reinstall removed items when painting is complete. B. Apply paint with brushes or rollers, except where spray painting is indicated for doors. C. Apply at least the number of coats specified and apply additional coats as necessary to eliminate show - through and bleed - through, and to provide uniform final appearance approved by Architect. D. Finish behind all removable items. Finish inside ducts and grilles when these areas are visible. Paint visible ductwork, diffusers, speakers, grilles and cover plates to match adjacent surfaces. 1.1 DESCRIPTION OF WORK: This section includes, without limitation: A. Formed Metal Sign Can. SUPPLIED BY OWNER VENDOR AND INSTALLED BY OWNERS VENDOR. 1.2 SUBMITTALS: Submit the following in compliance with Divisions 0 and 1: A. Product data. B. Shop drawings for all signage. C. Samples at least 6 inches square showing complete range of finishes. Stainless steel and exterior paint finishes. 1.3 ARTWORK: Provide copy -ready artwork, templates, and patterns for all signage and graphics. Obtain Architect's approval before fabricating signs. 3.1 INSTALLATION: Securely anchor sign brackets to withstand all dead, live, seismic, and other loads. Provide attachment to building structure as approved by Landlord. SECTION 10675 METAL STOJ6GE SHELVING 1 GENERAL 1.1 DESCRIPTION OF WORK: This section includes, without limitation: A. Metal storage shelving system (provided by owner, installed by general contractor). B. In wall /surface mounted strapping (provided and installed by general contractor). 1.2 SUBMITTALS: Submit the following in compliance with Divisions 0 and 1: A. Product data including installation instructions. 2 MATERIALS 2.1 METAL STORAGE SHELVING SYSTEM: Install standard duty, open upright shelving assemblies and rolling shelving assemblies as supplied by owner. A. Module Size: 15 or 18 inches deep, 96, 108 or 120 inches high, approximately 36 inch long sections. 8, 9, or 10 shelves per section. (Verify sizes and number of shelves per section on Fixture Plan). B. Entire Systems Required: Install a complete shelving system including uprights, cross brace units, shelves, brackets, fittings, fasteners, leveling feet, tracks, wall anchors, seismic anchors (as required) and all other components and accessories needed to create a complete, fully functional assembly. C. Finish: Manufacturer's standard finish and color. 3 EXECUTION 3.1 INSTALLATION: Assemble and erect shelving in strict manufacturer's instructions and recommendations. Use all fasteners, braces, clips, and accessories furnished and recommended by the manufacturer. A. Shim and level shelves at legs and feet. B. Securely anchor into adjacent walls to prevent overturning. C. Touch -up damaged factory coatings. SECTION 10805 TOILET AND BATH ACCESSORIES 1 1.1 GENERAL SUMMARY A. Section Includes: 1. Toilet and washroom accessories. B. Related Sections: 1. Section 06110 - Rough Carpentry: In wall framing and plates for support of accessories. 2. Section 09310 - Ceramic Tile. 3. Section 10160 - Metal Toilet Compartments. 1.2 SUBMITTALS A. Submit product data to requirements of Section 01300. B. Provide product data on accessories describing size, finish, details of function, attachment methods. 1.3 KEYING A. Supply 2 keys for each accessory to Owner. B. Master key all accessories. 2 PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. Bobrick Washroom Equipment. B. Bradley Corporation. C. Substitutions: To requirements of 2.2 MATERIALS A. See schedule of accessories on dr Sheet Steel: ASTM A366. C. Stainless Steel Sheet: ASTM A167, D. Tubing: ASTM A269, stainless steel E. Fasteners, Screws, and Bolts: Hot F. Expansion Shields: Fiber, lead, or Division 1 rawings. Type 304. dip galvanized, tamper - proof, security type. rubber as recommended by accessory manufacturer for component and substrate. 2.3 FABRICATION A. Weld and grind smooth, joints of fabricated components. B. Form surfaces flat without distortion. Maintain flat surfaces without scratches or dents. C. Back paint components where contact is made with building finishes to prevent electrolysis. 2.4 FINISHES A. Galvanizing: ASTM Al23, to G90. B. Shop Primed Ferrous Metals: Pre-treat and clean, spray apply one coat primer and bake. C. Enamel: Pre -treat to clean condition, apply one coat primer and minimum two coats electrostatic baked enamel. D. Chrome /Nickel Plating: ASTM B456, Type SC 2 Satin finish. E. Stainless Steel: No. 4 satin lustre finish. 3 EXECUTION 3.1 EXAMINATION A. Verify that site conditions are ready to receive work. B. Beginning of installation means acceptance of site conditions. 3.2 PREPARATION A. Provide templates and rough -in measurements as required. 3.3 INSTALLATION A. Install fixtures, accessories and items in accordance with manufacturers' instructions. B. 0 8' REVIENN COMPLIANCe ' �D APPO • MAR 1 1 2008 QAQC US159 SOUTHCENTER MALL No. Date 867 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 Drawing No. RECIST IIco ARCHITECT DENNIS MICHAEL HEATH STATE OF WASHINGTON COO DH Issue Project No. 43328 Scale AS NOTED DrawnBy: M.TSANG Dennis Heath, Architect 2470 Mariner Square Loop Alameda, CA 94501 Drawings and written material appearing herein constitute origins and unpublished wort of the Architect and may not be duplicated, used or disclosed without written consent of the Architect ©DENNIS HEATH ARCHITECT -2007 02/06/08 DESIGN DEVELOPMENT 03/07/08 PERMIT, LANDLORD, BID R: \H &M \W &ALSouthcenterMoll \Drawings \CD \US159_SPECS.dwg SPECIFICATIONS SP.5