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Permit D07-458 - WESTFIELD SOUTHCENTER MALL - MAC COSMETICS - STOREFRONT AND MECHANICAL WORK
MAC COSMETICS 807 SOUTHCENTER MALL D07 -458 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.: D07 -458 Occupant /Tenant: MAC COSMETICS Building Address: 807 SOUTHCENTER MALL, SUITE NO. Parcel No.: 6364200010 Property Owner: WEA SOUTHCENTER LLC 11601 WILSHIRE BLVD , LOS ANGELES CA 90025 Use: RETAIL Occupancy Group/Division: M Type of Construction: II -B Automatic Sprinkler System: Provided: Y Required: Y Design Occupant Load: 36 aeo' �CYS DA THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES CityLf Tukwila Parcel No.: 6364200010 Address: 807 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: MAC COSMETICS Address: 807 SOUTHCENTER MALL , TUKWILA WA 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 Owner: Name: WEA SOUTHCENTER LLC Address: 11601 WILSHIRE BLVD , LOS ANGF:T,FS CA 90025 Phone: Contact Person: Name: DEB SHIELDS NW PERMITS INC Address: 1345 GULF RD , POINT ROBERTS WA 98281 Phone: 360- 945 -2787 Contractor: Name: DAVID A NICE BUILDERS INC Address: 4571 WARE CREEK RD , WILLIAMSBURG VA 23188 Phone: 757 566 -3032 Contractor License No: DAVIDNB044QL DEVELOPMENT PERMIT DESCRIPTION OF WORK: NEW SOFFITT FOR MAC STOREFRONT, MECHANICAL WORK FOR TENANT IMPROVEMENT Value of Construction: $149,100.00 Fees Collected: $2,609.82 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: II-B Occupancy per IBC: 0019 * *continued on next page ** Permit Number: D07 - 458 Issue Date: 03/27/2008 Permit Expires On: 09/23/2008 Expiration Date: 04/18/2009 doc: IBC -10/06 D07 -458 Printed: 03 -27 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City oviTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: I hereby certify that I have read and e governing this work will be complied Signature: Print Name: Permit Number: D07 -458 Issue Date: 03/27/2008 Permit Expires On: 09/23/2008 Date: ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performan f zrk. I am authorized to sign and obtain this development permit. Date: Z 9- )Y k o $— This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC-10/06 D07 -458 Printed: 03 -27 -2008 Parcel No.: 6364200010 Address: Suite No: Tenant: MAC COSMETICS 1: ** *FIRE 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 807 SOUTBCENTER MALL TUKW PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D07 -458 ISSUED 12/12/2007 03/27/2008 2: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 3: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 4: 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) 5: 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) 6: 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) 7: 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) 8: 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) 9: 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) 10: 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) 11: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 12: Gates serving the means of egress system shall comply with the requirements of the International Fire Code. Gates used as a component in a means of egress shall conform to the applicable requirements for doors. (IFC 1008.2) doc: Cond -10/06 D07 -458 Printed: 03 -27 -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 13: 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) 14: 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) 15: 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) 16: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modif ication. 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) 17: 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. 18: 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) 19: 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) 20: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 21: 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. 22: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 23: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 24: 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 ** doc: Cond - 10/06 007 -458 Printed: 03 -27 -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 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: Print Name: 0 -°& 1 -e - lAt; doc: Cond -10/06 D07 -458 Date: d 8" ordinances governing or local laws regulating Printed: 03 -27 -2008 CITY OF TUKWILA' Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.citukwila.wa.us 861 Site Address: �ul'� b Pr.u.K1 Tenant Name:. Property Owners Name: Mailing Address: Name: 1', .S elr)s N ' Pe. r /Ntc L1- Mailing Address: 0 G 1.P j2 ci E -Mail Address: �OR T�1FO ' echanical {pg 4 for Plumbing and Gas Piping Rte. a_ o>titractor Information for Company Name: 1 Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Company Name: Mailing Address: 3 an rt'etn Ci SO L ) c 4 . 5 City state Day Telephone: LP 5 ' 37 ! _6 70© E -Mail Address: Fax Number: 4 15 - 37/ - O $ 00 % INE . Contact Person: 16-fl AA ; ler Company Name: Mailing Address: Contact Person: U Day i U E -Mail Address: A SIA-i eUts P 10-•?-vwt.+. CO■ Q : On Line\3 -2006 - Permit Applieation.doc Revised: 9 -2006 bh w l 1 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 ** w U i owA Tt rl-Tj A re,LAk l o l �}vward 51 Sle King Co Assessor's Tax No.: (p 3 p 9) — 00 10 D Suite Number: It..+1 b Floor: 1 New Tenant: RI .... Yes 0 ..No Day Telephone: .3 %Cj q4 6 7_7g 7 2.017g244 (A, )Q 9g PS' a_ City State Zip Fax Number: ' 0 91 city Day Telephone: Fax Number: Expiration Date: State Zip Zip City State Zip Day Telephone: 415 " - 7 2 Fax Number: 415 - 59 - ^728 9 Page 1 of 6 Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): ALA/ s t' /14,4C S��e �n� , ert< liC 1. c Will there be new rack storage? ❑.... Yes.. No Existing Building Valuation: $ If yes, a separate permit and plan submittal will be required. uilding Areas to Square Foot. ILIco ovens 11- 13 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: !■l / ,A Compact:4a_ Handicap: N / Will there be a change in use? ❑ Yes ja No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 121 Sprinklers ® Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes R' No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:\ApplicationMForms- Applications On Lineu -2006 - Permit Appliation.doe Revised: 9 -2006 bh Page 2 of 6 Fixture Type ' ,' Bathtub or combination bath/shower Qty Fixture T3tpe, t ° 101 ' Type z Q1y ,, = 'ixturedie Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain Sinks I Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory . I Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: 0 Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: City State Zip Day Telephone: Fax Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ a 4 0 00 Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): , ✓ � w re.5 p 44 ; 1 ` ) , I - L I t G' ✓arc, y ca .1 r� t Ct_ . - �� r ` � S Jni . r C ry Aa4 i..rr`n l I mo... a-�e.- — Building Use (per Int'l Building Code): SyCCa.it,t i Occupancy (per Intl Building de): 5 Utility Purveyor: Water: ) I) kW ;1,0 lA) Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q:\Applications. orms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Sewer: 'To k w a , Jer Page 5 of 6 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. 0 3'N R JTHO_ ED GENT: BUILDING O Print Name: Mailing Address: t3 Li 5 I Date Application Accepted: ; )— LI Q:\ Applications\Fonna- Applications On Line\3 -2006 - Permit Applieation.doc Revised: 9 -2006 bh Date: 12 d 7/ Day Telephone: I' 76 ( 7 1 a7 POwt+> (it 4-11N 'yI 2S City State Zip Date Application Expires: Staff Initials: Page 6 of 6 RECEIPT NO: R08 -01236 Initials: WER User ID: 1655 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 Payee: DAVID A NICE BUILDERS INC. SET ID: 0418 SET NAME: MAC COSMETICS SET TRANSACTIONS: Set Member Amount D07 -458 58.00 EL07 -776 58.00 TOTAL: 116.00 ACCOUNT ITEM LIST: Description ELECTRICAL PERMIT - NONR PLAN CHECK - NONRES SET RECEIPT Payment Date: 04/18/2008 Total Payment: 116.00 TRANSACTION LIST: Type Method Description Amount Payment Check 12091 116.00 TOTAL: 116.00 Account Code Current Pmts 000.322.101.00.0 58.00 000/345.830 58.00 TOTAL: 116.00 1318 04/18 9711 TOTAL 116.00 Receipt No.: R07 -02733 Initials: WER User ID: 1655 Payee: WILLIAM DUFF ARCHITECT 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 Parcel No.: 6364200010 Permit Number: D07 -458 Address: 807 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 12/12/2007 Applicant: MAC COSMETICS Issue Date: TRANSACTION LIST: Type Method Description Amount Payment Check 2143 2,609.82 Account Code Current Pmts 000/322.100 000/345.830 000/386.904 RECEIPT Total: $2,609.82 Payment Amount: 32,609.82 Payment Date: 12/12/2007 09:00 AM Balance: $0.00 1,578.98 1,026.34 4.50 5955 12/12 9710 TOTAL 3961.04E doc: Receiot -06 Printed: 12 -12 -2007 Project: W L°_ C'Osmfil Type of Inspection: F-iNA V Addre CD MA(( Date Called: Special Instructions: Date Wanted: 7 - Z 3- c..9 kn p.m. Requester: Phone No: ---7 2 - 2, 1 tc — p ( 87__ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (06`7 - L I5 PERMIT NO. R. (206)431 -3 Approved per applicable codes. Corrections required prior to approval. COMMENTS: aitif q7 rrl e c/i j, T° A e_ G , EJ $60.00 INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: Project "9g l?asin -r� 45 Type of Inspection: / Adds: 67 /79/9// Date Called: Special Instructions: Date Wanted: { 2 2 -C ° Reg Phone 0 2 -2yq- 816'2 INSPE ON NO. Approved per applicable codes. (Inspector: t 30 0 NSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. le- (206)431 -3670 0 Corrections required prior to approval. I Date: 7/i z / P J $60.00 ECTION FEE REQUIRED. Prior to inspection, fee must be Southcenter a uthcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: COMMENTS: �ill/t�/ Gt�j 7�'Ul/� C�i [.U%'c°l1' ' I71 45 / 7 / esi • GT 7 frSF7 cle 7 A, c -74 4 e- ;n Project: 1 Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: ?Mu O a.m. P- Requester: Phone No: �j� "702 2� -/ -- '1 q 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 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 'Inspector' poi -1.46 I 'Date: „/I c /v $ El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: in /)C (OS ft rx5 Type of Inspection: r,NA9� Ad ss: dr deo7 /7/ /VI Date Called: Special Instructions: Date ntted: - a.m. Requester: Phone No 700 `"zg9 — c5i ?7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION r- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 O Approved per applicable codes. Corrections required prior to approval. COMMENTS: ) //l --n S-kek S4-6.4( (Inspector: D$60. pai I INSPECTION FEE REQUIRED. Prior to inspection, fee must be 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: COMMENTS: ,y} f /92,..I /VW . A..;14,/ 4( 57 he- ca4r /Se - 17r, de L v i i1A:47 / 6300 Project: Type of Inspectio ` i �, ( 4- C ,srt -t ; CS , e,h I Address: Date Called: X47 114 t1 Special Instructions: Date Wanted: -- o r ,.11- a. Requester: Phone No: ?9 �?. W, INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION S ou t h ce nter Blvd.. #100, Tukwila, WA 98188 Approved per applicable codes. j Corrections required prior to approval. 'Inspector: IDate: i $60 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be pai t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: (Date: 1 007- (15-r 1 PERMIT NO. (206)431 -3670 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION S ou t h ce nter Blvd.. #100, Tukwila, WA 98188 Approved per applicable codes. j Corrections required prior to approval. 'Inspector: IDate: i $60 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be pai t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: (Date: 1 007- (15-r 1 PERMIT NO. (206)431 -3670 Projec : �� /62/1 Typ Inspection: /54 ue ' tP,7/t/5 Addre 07 /r7/Q// Date Called: Special Instructions: Date Wanted: --/ — Q( a.rn" p.m. Requester: Phone No: 7dZ -2 V9 — c'92 INSPECTION RECORD Retain a copy with permit PERMIT INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ((die) In by / i S7'Ct -i c �y linspector: / L �� (Date: � / El $60.0 t NSPECTION FEE REQUIRED. Prior to inspection, fee must be paid 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Proje : �' � < " �17�J�j l %� Type f Inspection: ?7s47f'0j/Dcre9 e' %Lill. Adder ng /7 Date Called: Special Instructions: Date Wanted: 6- /3 - 0P a.m. Requester: Phone No: -- 7)2 -295 &/ 9 - 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION g 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ❑ $60(pD1 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: la COMMENTS: nspection: / ,/� / flee 4/ j eyfito ✓a, -! (e �i ch e,-/-/ + , /Sped • pridr S,a9. Ge " J Special Instructions: Date Wanted; -- a.m. /D)° Requester: Phone No: -742 .L 5-0 Proje t / y nspection: / ,/� ess: Ad 36 /� // Date Called: Special Instructions: Date Wanted; -- a.m. /D)° Requester: Phone No: -742 .L 5-0 I INSPECTION RECORD Retain a copy with permit PERMIT INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6 300 Southce Blvd #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. (Inspector: { f2-- loace:6 /ir lam J $60.0 l INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: 7 (ea"VT/'‘CS Type of Inspection: (J5 Add: 07 ribA // Date Called: Special Instructions: Date Wanted: Requester: Phone N - 7D4 2 '9- 6/8? INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southce Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: 4 ijg//Li/ -- •11/ %l ti ❑ $ 8. REINSPECTION F REQUIf D. Prior to inspection, fee must be pa) at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: 'DI: G —8 tof 7-2/51 Project: f714e ( ic Type of Inspection: Address: A 07 7 Date Called: Special Instructions: Date Wa ted: 1 Requester: Phone No INSPECTION RECORD Retain a copy with permit b67 INSPECTION NO. PERMIT NO. . CITY OF TUKWILA BUILDING DIVISION R. 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (O6)431-3670 COMMENTS: /524-A7;A/ - -4 /1/ 14 v- 1 1/ Dag_ .00 REINSPECTION EE REQUI D. Prior to inspection, fee must be paid at 6300 Southcen r Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: IDate: Approved per applicable codes. Corrections required prior to approval. Project: 1114 " o..S Type of Inspection: ...,---608 AddrAss: g07 , 4// Date Called: Special Instructions: Date Wanted: ecinT, Requester: Phone No: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 D07 PERMIT NO. (206)431-3670 El Approved per applicable codes. El Corrections required prior to approval. COMMENTS: c v u ,311-((c t) IDaq ) —z-1/-- REINSPECTION E REQUIRED. fior to inspection, fee must be pTt 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. I Recei No.: 'Date: Project: InA(' ( ; o5 mE7e Type of Inspection: ,6LA.7i)v6 Address: 0 7 mil // Date Called: Special Instructions: Date Wanted: 4/— .Z V -ce `>s.. Requester: Phone No — 7e2-2 1 6 - 6/8? INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION I - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: (J a f1 +0 re() - Qv 1 ector Ins Date -Ly - - INSPECTION FEE REQUIRED. • rior to inspection, fee must be 300 Southcenter Blvd.. Suite 1:0. Call the schedule reinspection. Receip o.: Date: COMMENTS: / 2>IA/4 itli be/4 /4/5 terilk Afri .,--- iNcrileirep/firy 7 -' ' /— i7fA/,v#Z7 .11_.) • ‘ A, 5 M1/7/ t< ' &I 7 p //?') 7 -- ,i -ifie eve -1,-- _T X5e#7/4-4-3 age 6 Ao7 ,2iftez) 7 Pra.). -7/ci gafrie -- p ...A, a77..,,4 ,_/49,, ry ,-,, s .-- . a Aits 1sie'roafeotie417't/K 77147 /v/P(//t/7,5 7;91-a 6r 2 .i ) /.9// ": R /eiv.s,-(zi,) _zw6 , \ Projec - Ari - Type 91 Inspection: /-*€ (il/vt‘ X'W 0 it 411 11 Add : $11'7 /144-11 Date Called: Special Instructions: Date Wagted: ti p. m. Reque ter: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-36 El Approved per applicable codes. ' Corrections required prior to approval. 121 INSPECTION RECORD Retain a copy with permit 'Date: D6 ¥so PERMIT NO. Date: 4 cy" l REINSPECTION FEE EQUIRED. Pr" r to inspection. fee must be at 6300 Southcenter Blvd.. Suite 10 Call the schedule reinspection. COMMENTS: Sprinklers: Type of Inspection: Address: go 5 c_. Suite #: , pL (-- Contact Person: Special Instructions: Pre -Fire: Phone No.: Permits: c1 Occupancy Type: !N" .s'; r C C, w ba- I .- c. (z ( if .ec. i u- w 6)-E-; C. -e_ GJv : 44-e d 4--t, e- S r 1) ‘D- P-- i\-) c- Iosc4. Project: Cvl yk c Sprinklers: Type of Inspection: Address: go 5 c_. Suite #: , pL (-- Contact Person: Special Instructions: Pre -Fire: Phone No.: Needs Shift Inspection: — Sprinklers: Fire Alarm: y Hood & Duct: ,ti Monitor: 6 \c/c , d, s� r j Pre -Fire: N Permits: c1 Occupancy Type: !N" INSPECTION NUMBER EA -Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT PERMIT NUMBERS 188 206 - 575 -4407 n Corrections required prior to approval. Inspector: J ' ti Date: 703 //, 8 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 1/13/06 T.F.D. Form F.P. 113 Project: r,,.y A L Coam.e..4-.'c, S Type of Inspection: Address: 8' S. C , d►^ lit-x. L Suite #: Contact !Person: C'(..,LA-2 N Monitor: Special Instructions: Phone No.: 7a2 - .? f' - 8 11 -- Needs Shift Inspection: \, Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fre: Permits: Occupancy Type: INSPECTION RECORD Retain a copy with permit 01? -S - o767 INSPECTION NUMBER PERMIT NUMBERS CITY;OF TUKWILA FIRE DEPARTMENT ,4nrinvar Park Fast_ Ti'lkwila_ Wa: 98188 206 -575 -4407 pproved per applicable codes. Word /Inspection Record Form.Doc 1/13/06 n Corrections required prior to approval. COMMENTS: (c- e- ) A s .\ . . �. '--- OP- ;0 Inspector: S Date: 7/' /v $ Hrs.. . k tit 44- n $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: m L C 0.5 m , c 5 Type of Inspection: -iii /U - Address: Fa 7 .3 , 4-k cc . )14) I Suite #: Contact Person: Special Instructions: Phone No.: Needs Shift Inspection: \ Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT O /5 PERMIT NUMBERS 206 - 575 -4407 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sire T / aoe z /cf / r� i . Sr re F,45-f (43Che 1 1- / 5a, 4 +411-4,r54 r 0,17Z le ,. ro ut% • ( -to Covey) - Inspector: 5 w S i S" I Date: y/, 'aft' 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 1/13/06 T.F.D. Form F.P. 113 1AYESESTINGENNC. MTE NO: T08048 PROJECT: MAC SOUTHCENTER TI RECEIVED Address: 633 Southcenter Parkway MAY O 6006 Tukwila, WA PERMIT NO: D07 -458 COMMUNITY DEVELOPMENT Page 4 Owner: — Architect: WLM Duff Architects Engineer: KPFF Contractor: David A. Nice Builders, Inc. Date: 4 -16 -08 Weather: Cloudy Inspection: Structural Steel Samples: N/A A MTE inspector arrived on site for a structural steel inspection. MTE reviewed a letter from Kelly Park -Li (KPFF) dated 4 -11 -08 concerning nonconforming items noted on MTE's report dated 4 -9 -08. MTE inspected butt welding of plates for anchor bolts at each column. The top of column connections were placed with A307 bolts and washers were placed on both sides of the attachment angles. The added expansion bolts were inspected by MTE. This completes the framing per plans and engineer's directions. CORRECTIVE ACTIONS: Nonconforming framing issues previously noted on 4 -9 -08 were completed per the engineer's directions as detailed above. cc: James Mortland, David A. Nice Builders, Inc. Reviewed by: tgl(O• INSPECTOR: Jim R. Kay Lynnwood Office 20225 Cedar valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 O f.- Shaun W. Sevigny, E.I.T., Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: T08048 PROJECT: MAC SOUTHCENTER TI RECEIVED Address: 633 Southcenter Parkway Tukwila, WA PERMIT NO: 007 -458 *PR 2 8 Y COMMUNITY Page 3 DEVELOPMENT 9 Owner: — Architect: WLM Duff Architects Engineer: KPFF Contractor: David A. Nice Builders, Inc. Date: 4 -14 -08 Weather: Cloudy Inspection: Structural Steel Samples: N/A A MTE inspector arrived on site for a structural steel inspection and waited for the contractor to arrive. MTE placed several phone calls with no answer. No voicemail was left as the contractor's mailbox was full. cc: James Mortland, David A. Nice Builders, Inc. INSPECTOR: Jim R. Kay AAA/C- G aS Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 S Reviewed by: Y Shaun W. Sevignyl:\., Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: T08048 PROJECT: MAC SOUTHCENTER TI Address: 633 Southcenter Parkway Tukwila, WA PERMIT NO: Pending Page 2 Owner: — Architect: WLM Duff Architects Engineer: KPFF Contractor: David A. Nice Builders, Inc. Date: 4-9-08 Weather: Clear Inspection: Structural Steel Samples: N/A ice' w=.. ,_ Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 A MTE inspector arrived on site for structural steel inspection. MTE inspected soffit framing for conformance with the plans. Sketch dated 4 -3 -08 from KPFF and AWS D1.1 -2008. The following items are noted: 1. A307 bolts in top of column connections, also washers needed. 2. No inspection of expansion anchors. 3. Reviewed emails between the contractor and KPFF. Modifications made were acceptable. 4. Welds were acceptable. To the best of our knowledge, all items inspected this date are in accordance with approved plans and specifications. cc: James Mortland, David A. Nice Builders, Inc. INSPECTOR: Jim R. Kay Reviewed b Shaun W. Sev' .. • T. Branch Manager �n1 - 458 Project Info Project Address amc SOITTHCZNTER MALL (rev) Date 3/12/2008 rag e ParirwrtyS01 S 4 For Building Department Use 7 rer., rt r PV F a l , , 4.,,,„. ,-. / :Tit NO.., .......,..,—,—. m Tukwilla, WA 98188 Applicant Name: William Duff, Architect Applicant Address: 101 Howard Street - Suits Z San Francisco, CA 9413 Applicant Phone: (415) 371-0900 t..... 2004 Washington State Nonresidential Energy Code Compliance Form Project Summary PRJ-SUM 2004 Washington State Nonresidential Energy Code Compliance Forms CORRECTION LTR# DOT 1 158 r Revised May 2005 71,r1 , ■^: "". MAR 1 7 2008 PERM CENTER Project Info Project Address MAC SoDTHCENTER NALL (rev) Date 3/12/2008 DD�� /1,01 s, 4 1. 1VYCt. rit: i + /t For Building Department Use Tukwilla, WA 98188 Applicant Name: William Duff, Architect Applicant Address: 101 Howard Street - Suite i San Francisco, CA 94105 Applicant Phone: (415) 371 -0900 Project Description n New Building 0 Addition II Alteration ■ Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Prescriptive ® 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) 5 28.0 • No changes are being made to the lighting Sales & space use not changed. • Less than 60% of the fixtures new, installed wattage not increased, Location (floor /room no.) v Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed 108.0 Off / Stock A 2x4 Fl. 4 27.0 Rest / Sales FD Fl Down 5 28.0 140.0 Sales Sales Sales Tetra Grid 160 3.0 480.0 Sales Sales TF1 12 41.0 492.0 Sales HAD -S 14 41.0 574.0 ( Allowed Watts Area in ft Allowed Watts Location Description per ft or per If (or If for perimeter) x ft (or x If) Covered Parking 2 (standard paint) 0.2 W/fl Covered Parking (reflective paint) 0.3 W /ft Open Parking 0.2 W/ft Outdoor Areas 0 W/� Bldg. (by facade) 0.25 W/ft Bldg. (by perim) 7.5 W/lf Location Area in ft Allowed x Area (floor /room no.) Occupancy Description Watts s per ft Restroom Restroom 0.80 47.5 38.0 Manager Office Office 1.00 49.2 49.2 Sales Retail 1.50 1048.2 1572.3 Stock Storage Area 0.50 273.7 136.9 2004 Washington State Nonresidential Energy Code Compliance Forms 2004 Washington State Nonresidential Energy Code Compliance Form Lighting Summary LTG -SUM Maximum Allowed Li Wattage (Interior *" From Table 15 -1 (over) - document all exceptions on form LTG -L Provosed Lighting Wattage (Interior Total Proposed Watts may not exceed Total Allowed Watts for Interior Maximum Allowed Lighting Wattage Exterior 1. Choose either the facade area or the perimeter method, but not both Proposed Lighting Wattage (Exterior) Revised May 2005 oral anoweo Wa l 1796.4 Notes: 1. Use manufacturer's listed maximum input wattage. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used 2. Include exit lights unless less than 5 watts per fixture. 3. List all fixtures. For exempt lighting, not exception and leave Watts /Fixture blank. otal Proposed Wa oral Ailowea Wa 1794.0 Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. Location Area in ft Allowed x Area (floor /room no.) Occupancy Description Watts s per ft Restroom Restroom 0.80 47.5 38.0 Manager Office Office 1.00 49.2 49.2 Sales Retail 1.50 1048.2 1572.3 Stock Storage Area 0.50 273.7 136.9 2004 Washington State Nonresidential Energy Code Compliance Forms 2004 Washington State Nonresidential Energy Code Compliance Form Lighting Summary LTG -SUM Maximum Allowed Li Wattage (Interior *" From Table 15 -1 (over) - document all exceptions on form LTG -L Provosed Lighting Wattage (Interior Total Proposed Watts may not exceed Total Allowed Watts for Interior Maximum Allowed Lighting Wattage Exterior 1. Choose either the facade area or the perimeter method, but not both Proposed Lighting Wattage (Exterior) Revised May 2005 oral anoweo Wa l 1796.4 Notes: 1. Use manufacturer's listed maximum input wattage. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used 2. Include exit lights unless less than 5 watts per fixture. 3. List all fixtures. For exempt lighting, not exception and leave Watts /Fixture blank. otal Proposed Wa oral Ailowea Wa 1794.0 Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. 2004 Washington State Nonresidential Energy Code Compliance Forms 2004 Washington State Nonresidential Energy Code Compliance Form Lighting Summary LTG -SUM Maximum Allowed Li Wattage (Interior *" From Table 15 -1 (over) - document all exceptions on form LTG -L Provosed Lighting Wattage (Interior Total Proposed Watts may not exceed Total Allowed Watts for Interior Maximum Allowed Lighting Wattage Exterior 1. Choose either the facade area or the perimeter method, but not both Proposed Lighting Wattage (Exterior) Revised May 2005 oral anoweo Wa l 1796.4 Notes: 1. Use manufacturer's listed maximum input wattage. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used 2. Include exit lights unless less than 5 watts per fixture. 3. List all fixtures. For exempt lighting, not exception and leave Watts /Fixture blank. otal Proposed Wa oral Ailowea Wa 1794.0 Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed 2004 Washington State Nonresidential Energy Code Compliance Form Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts Use' LPA` (W /sf) Use' LPA` (W /sf) Painting, welding, carpentry, machine shops 2.3 Office buildings, office/administrative areas in facilities of other use types (including but not limited to schools os pitals, institutions, museums, banks, churches) 1.0 Barber shops, beauty shops 2.0 Police and fire station? 1.0 Hotel banquet/conference/exhibition hall''` 2.0 Atria (atriums) 1.0 Laboratories 1.8 Assembly space?, auditoriums, gymnasia'', heaters 1.0 Aircraft repair hangars 1.5 Group R -1 common areas 1.0 Cafeterias, fast food establishments' 1.5 Process plants 1.0 Factories, workshops, handlin. areas 1.5 Restaurants/bars' 1.0 Gas stations, auto repair shops' 1.5 Locker and /or shower facilities 0.8 Institutions 1.5 Warehouses ', storage areas 0.5 Libraries' 1.5 Aircraft storage hangars 0.4 Nursing homes and hotel /motel quest rooms 1.5 Retail", retail banking 1.5 Wholesale stores (pallet rack shelving) 1.5 Parking garages (see exterior lighting) Section 1532 Mall concourses 1.4 Schools buildings (Group E occupancy only), school classrooms, day care centers 1.35 Plans Submitted for Common Areas Only' Laundries 1.2 Main floor building lobbies' (except mall concourses) 1.2 Medical Offices, Clinics" 1.2 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Prescriptive Spaces Occupancy: 0 Warehouses, storage areas or aircraft storage hangers 0 Other Qualification Checklist Lighting • Check if all fixtures are ballasted and at least 95 %* of fixtures are either. Note: If occupancy type is 'Other and fudurti answer is checked, the number of fixtures in Fixtures: (Section 1. Fluorescent fixtures which a) are non - lensed. b) have 1 or 2 two lamps c) have the space is not limited by Code. Clearly 1521) 5-60 watt T -1, T -2, T-4, T -5, T-6, T-8 lamps. d) have hard -wired electronic indicate these spaces on plans. If not qualified, do LPA Calculations. dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts * - Exit and LED lights can be excluded from count if < 5 watts/fixture. Lighting Summary (back) LTG-SUM 2004 Washington State Nonresidential Energy Code Compliance Forms 2004 Washington State Nonresidential Energy Code Compliance Form Revised May 2005 - Un it Ligfiting 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) See Section 1532 for exterior lighting. 7) For conference rooms and offices less than 150ft with full height partitions, a Unit Lighting Power Allowance of 1.20 w /ft may be used. 8) For the fire engine room, the Unit Lighting Power Allowance is 1.0 watts per square foot. 9) For indoor sport tournament courts with adjacent spectator seating, the Unit Lighting Power Allowance for the court area is 2.6 watts per square foot. 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. 12) Medical and clinical offices include those facilities which, although not providing overnight patient care, do provide medical, dental, or psychological examination and treatment. These spaces include, but are not limited to , laboratories and treatment centers. n.a. 1513.6.1 (a) occup. sensors Schedule with type and locations n.a. 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans n.a. 1513.7 Commissioning Indicate requirements for lighting controls commissioning 2004 Washin ton State Nonresidential Ener Code Corn • liance Form • Lighting Permit Plans Checklist Project Address The following information is necessary to check a lighting permit application for compliance with the lighting requirements in 2004 Washington State Nonresidential Energy Code. Applicability I Code (yes, no, n.a.) Section Component 'Information Requirec LIGHTING CONTROLS (Section 1513) yes yes n .a. n .a. n .a. yes n.a. n.a. 1513.1 1513.2 1513.3 1513.4 1513.5 MAC so0THCENTER )O.LL (rev) Local control/access Area controls Daylight zone control vertical glazing overhead glazing Display /exhib /special Exterior shut -off (a) timer w/backup (b) photocell. Schedule with type, indicate locations Maximum limit per switch Schedule with type and features, indicate locations Indicate vertical glazing on plans Indicate overhead glazing on plans Indicate separate controls Schedule with type and features, indicate location Indicate location Indicate location 'Date Location on Plans 2004 Washington State Nonresidential Energy Code Compliance Forms 1513.6 Inter. auto shut -off Indicate location yes Lighting Sum. Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture n.a. I 1437 'E'en motor efficiency I MECH -MOT or Equipment Schedule with hp, rpm, efficiency If "no" is circled for any question, provide explanation: LTG -CHK Lighting Permit Plans Checklist 3/12/2008 the Building Department Notes 2004 Washin ton State Nonresidential Ener Code Com.liance Form Revised May 2005 2004 Washington State Nonresidential Energy Code Compliance Forms 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 tuming 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 twenty ampere circuit loaded to not more than eighty percent. 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 five percent of footprint for footprints over 100,000 square feet. 1513.3 Daylight Zone Control: All daylighted zones, as defined In Chapter 2, both under overhead glazing and adjacent to vertical glazing, shall be provided with individual controls, or daylight -or occupant - sensing automatic controls, which control the lights independent of general area lighting. Contiguous daylight zones adjacent to vertical glazing are allowed to be controlled by a single controlling device provided that they do not Include zones facing more than two adjacent cardinal orientations (i.e. north, east, south, west). Daylight zones under overhead glazing more than 15 feet from the perimeter shall be controlled separately from daylight zones adjacent to vertical glazing. EXCEPTION: Daylight spaces enclosed by walls or ceiling height partitions and containing 2 or fewer light fixtures are not required to have a separate switch for general area lighting. 1513.4 Display, Exhibition, and Specialty Lighting Controls: All display, exhibition, or specialty lighting shall be controlled independently of general area lighting. 1513.5 Automatic Shut - Off Controls, Exterior: Exterior lighting not intended for 24 -hour continuous use shall be automatically switched by timer, photocell, or a combination of timer and photocell. Automatic time switches must also have program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. 1513.6 Automatic Shut -Off Controls, Inters greater than 5,000 sq. ft. and all school class equipped with separate automatic controls to lighting during unoccupied hours. Within thes office areas less than 300 ft enclosed by wal height partitions, and all meeting and confere all school classrooms, shall be equipped with sensors that comply Section 1513.6.1. For o" automatic controls may be an occupancy sen or other device capable of automatically shut EXCEPTIONS: 1. Areas that must be continuousll 24 -hour convenience stores), of manner requiring manual opera lighting. 2. Emergency lighting systems. 3. Switching for industrial or manu facilities as may be required for 4. Hospitals and laboratory space: 5. Areas in which medical or dents performed are exempt from the sensor requirement. 1513.6.1 Occupancy Sensors: Occupancy e capable of automatically tuming off all the ligi more than 30 minutes after the area has beer fixtures controlled by occupancy sensors sha mounted, manual switch capable of turning o space is occupied. 1513.6.2 Automatic Time Switches: Autom; shall have a minimum 7 day clock and be car for 7 different day types per week and incorp( automatic holiday "shut -off feature, which tur at least 24 hours and then resumes normally operations. Automatic time switches shall als back -up capabilities, which prevent the loss c time settings for at least 10 hours, if power is Automatic time switches shall incorporate switching device which: a) is readily accessible; b) is located so that a person using the dev lights or the areas controlled by the switc area being illuminated is annunciated; ar c) is manually operated; d) allows the lighting to remain on for no me when an over -ride is initiated; and e) controls an area not exceeding 5,000 sqe percent of footprint for footprints over 101 whichever is greater. 1513.7 Commissioning Requirements: For which include daylight or occupant sensing al automatic shut -off controls, occupancy senso time switches, the lighting controls shall be to that control devices, components, equipment calibrated, adjusted and operate in accordant plans and specifications. Sequences of opera functionally tested to ensure they operate in e approved plans and specifications. A complel procedures and results shall be prepared anc owner. Drawing notes shall require commissi. accordance with this paragraph. Revised May 2005 3hut -Off Controls, Interior: Buildings q. ft. and all school classrooms shall be •ate automatic controls to shut off the Dupied hours. Within these buildings, all .n 300 ft enclosed by walls or ceiling - d all meeting and conference rooms, and is, shall be equipped with occupancy • Section 1513.6.1. For other spaces, nay be an occupancy sensor, time switch, tble of automatically shutting off lighting. INS: that must be continuously illuminated (e.g., Jr convenience stores), or illuminated in a rr requiring manual operation of the a- lency lighting systems. ping for industrial or manufacturing process ►s as may be required for production. als and laboratory spaces. in which medical or dental tasks are ned are exempt from the occupancy - requirement. :y Sensors: Occupancy sensors shall be cally turning off all the lights in an area, no as after the area has been vacated. Light y occupancy sensors shall have a wall - vitch capable of turning off lights when the Time Switches: Automatic time switches m 7 day clock and be capable of being set pes per week and incorporate an .hut -off' feature, which turns off all loads for d then resumes normally scheduled tic time switches shall also have program , which prevent the loss of program and east 10 hours, if power is interrupted. switches shall incorporate an over -ride ich: sible; at a person using the device can see the as controlled by the switch, or so that the tinated is annunciated; and 'rated; ng to remain on for no more than two hours de is initiated; and a not exceeding 5,000 square feet or 5 'lint for footprints over 100,000 square feet, eater. ning Requirements: For lighting controls Iht or occupant sensing automatic controls, ontrols, occupancy sensors, or automatic ghting controls shall be tested to ensure components, equipment and systems are and operate in accordance with approved ions. Sequences of operation shall be I ensure they operate in accordance with specifications. A complete report of test .Its shall be prepared and filed with the as shall require commissioning in paragraph. 2004 Washington State Nonresidential Energy Code Compliance Form Project Info Project Address Mitc a„ 4-W M ...A.A Date oZ 2 , U Area in ft 6 SO L4 k. c.44 �... AL /1 el— For Building Department Use iL COPY `, rte la •l e owl (tit-Wilk t4/A 9R1 8g Applicant Name: (AM 1;,,,.... Di LIT 1 " YC- .r' - cam ' Applicant Address: i t? ' � L ar � .� s1 � sCA E s� � p � Applicant Phone: 7 ... / . /6 71 _ a 9 is d Project Description /. 6 119 . P 7.3 an New Building • Addition • Alteration • Plans inauded Refer to WSEC Section 1513 for controls and mthis"siciMpti:tegliirenient r ?,. r Compliance Option ® Prescriptive 0 Lighting Power Allowahce 0 Systems Analysts` r ' L (See Qualification Checklist (over). Indicate 'rescri tive & LPA spaces cle n lane ( ( ) P P Y o P )' - ° ` ft Alteration Exceptions (check appropriate box - sec. 1132.3) (&5t /541..s 5 cut.1-4 6--a • No changes are being made to the lighting & space use not changed. • Less than 60% of the fixtures new, installed wattage not increased, Location (floor /room no.) Occupancy Description Allowed Watts per ft " Area in ft Allowed x Area R O.54'r6 rwn la •l e owl 0 . BO LL/7. CS r'y O 6 g u Opp ;CQ /. 6 119 . P [ 32% / /e S s 1 ; 1 I. 56 't ^ 16 �1&r..c 1 7/7(^ e 3, Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed og7,sh,. A axe y. Q o 16 a. 6 Se I o.S ,, // Fl. A 820._c_ I -c- O FD P1 D 5 I_ o 7 3_o / R.0 No 6 (&5t /541..s 5 cut.1-4 6--a O S J CSC' b CO' � 6,7 cs_ a — 7 5 .. 0 _6_ S FL S s ? U1�� i s I, a 4- R Qs O 5 - 7 4,6 S cdo_ s y- Q S '� —. 14 4I-a C6 �)cw�12� Total Proposed Watts ay GO tstila'�o�" . Watts for Interior Total Proposed Wa 32 C5 CITY OF TUKWILA - BUILDING DIVISION 2006 Wasington State Nonresidential Energy Code Compliance Form Interior Lighting Summary LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms Maximum Allowed Lighting Wattage "' From Table 15 -1 (over) - document all exceptions on form LTG -LPA S4-uck r ora_ Proposed Lighting Wattage Notes: • Total Allowed Watts Q13.1 f Revised July 2007 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. RECEIVED CORRE ' ION FEB 2 8 2008 LTR# O ` PERMIT CENTER 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 stations 1.0 Cafeterias, fast food establishments', restaurants /bars 1.3 Post office 1.1 Dormitory 1.0 Retail'", retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.5 Exercise center 1.0 School buildings (Group E Occupancy only), school classrooms, day care centers 1.2 Gymnasia', assembly spaces 1.0 Theater, motion picture 1.2 Health care clinic 1.0 Theater, performing arts 1.6 Hospital, nursing homes, and other Group I -1 and 1 -2 Occupancies 1.2 Transportation 1.0 Hotel /motel 1.0 Warehouses ", storage areas 0.5 Hotel banquet/conference/exhibition hall'' 2.0 Workshops 1.4 Laboratory spaces (all spaces not classified "laboratory shall meet office and other appropriate categories) 1.8 Parking garages 0.2 Laundries 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 CITY OF TUKWILA - BUILDING DIVISION 2006 Wasington State Nonresidential Energy Code Compliance Form Interior Lighting Summary (back) LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms Prescriptive Spaces Qualification Checklist Note: If occupancy type is "Other' and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Occupancy: O Warehouses, storage areas or aircraft storage hangers O Other i 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. TABLE 15 -1 Unit Lighting Power Allowance (LPA) ootnotes for I able 1 b- 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices less than 150ft with full height partitions, a Unit Lighting Power Allowance of 1.10 w/ft may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 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 P wer Allow nc , as the ar no red by racks plus the vertical face area (access side' only) of the racks. The height allowance ae fo olb 2 appli son 4916 fl or area not covered by racks.' Y ,Avx, .w► fg a ir Revised July 2007 CITY OF TUKWILA - BUILDING DIVISION 2006 Washington State Nonresidential Energy Code Compliance Form Lighting Power Allowance Adjustments LTG -LPA 2006 Washington State Nonresidential Energy Code Compliance Forms Project Address I 'Date 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) ** From Table 15 -1 based on exceptions listed in footnotes Revised July 2007 Location (floor /room no.) Occupancy Description Allowed Watts per ft ** Ceiling Height for this room Ceiling Height limit for this exception ** Adjusted LPA Watts per ft St Automatic time switches shall incorporate an ova -ride 0./ 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 I luminated 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 cxceading 5,000 11 or 5% of the building footprint for footprints over 100.000 11 whichever is greater. 1513.7 Commhsioning Requirements: For fighting 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, &gusted 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 Watts or less per sign. S ON 1520 — PRESCRIPTIVE UGHTING OPTION 1521 Prescriptive Interior lighting Requirements: Spaces for which the Unit Lighting Power Allowance in Table 15-1 is 0.80 W/f or greater may use unlimited numbers of Iigbtmg fixtures and ii eaeray. provided that installed lighting fixtures comply with all four of the following criteria: a. one- or two -lamp (bur not three- or more Ismp); b. luminaires have a reflector or louver assembly to direct the light (bare lamp strip or industrial fixtures do not comply with this section); c. fitted with type T -1, T -2, T-4, T -S, T4 or compact fluorescent lamps from S to 60 watts (but not T-10 or T -12 1 =Pa); and d. hard-wired fluorescent electronic dimming ballasts with photocell or programmable dimming control for all lamps in all zones (noodimming electronic ballasts and electronic ballasts that screw into medium base socket: do not empty with this section). Track lighting is not allowed under this path. EXCEPTIONS: I. Up to a total of 5% of installed lighting fixtures any use any type of ballasted tamp and do not requite dimming controls. 2. Clear safety lenses are allowed in food prep and serving areas and patient care areas in otherwise compliant fixtures. 3. LED lights. 4. Metal halide fighting which complies with all three of the following criteria: Effective July 1, 2007 CORRE TION LTR# 2006 Edition i luminaires or lamps which have a reflector or louver assembly to direct the light; B. fixtures are fitted with ceramic metal halide lamps not eouerfing 150 water and iii electronic ballasts. 152 ' reseripttve Enteric) utrements: See Section 1532. SECTION 1530 — LIGHTING POWER ALLOWANCE OPTION The installed fighting wattage shall not exceed the lighting power allowance. Lighting wattage includes lamp and ballast wattage. Luminaire wattage incorporated into the installed interior lighting power shall be determined in accordance with the following criteria: a. The wattage of incandescent or tungsten - halogen luminaires with medium screw base sockets and not containing permanently installed ballasts shall be the maximum labeled wattage of the luminaire. b. The wattage of Itaainaires with permanently installed or amote ballasts or transformers shall be the operating input wattage of the maximum lamp/auxiliary combination based on values from the auxiliary manufacturer's literature or recognized testing laboratories or shall be the maximum labeled wattage of the h>minaire_ c. For fuse voltage track and plug -in busway, designed to allow the addition and/or relocation of luminaires without altering the wiring of the system, the wattage shall be: 1. The specified wattage of the luminaires included in the system with a minimum of 50 watts per lineal foot of track or actual luminaire wattage, whichever is greaten or 2. The wattage limit of permanent current limiting device(s) on the system. d. The wattage of low voltage lighting track, cable conductor, tail conductor, and other flexible lighting systems that allow the addition and/or relocation of luminaires without altering the wiring of the system shall be the specified wattage of the transformer supplying the e. The wattage of all other miscr►l *neous lighting equipment shall be the specified wattage of the lighting equipment No credit towards compliance with the lighting power allowances shall be given for the use of any controls, automatic or otherwise. 1531 Interior lighting Power Allowance: The interior fighting power allowance shall be calculated by multiplying the gross interior floor area, in square fat, by the appropriate unit lighting power allowance, in watts per square foot, for the use as specified in Table 15-1. Accessory uses, including earldom, lobbies and toilet facilities shall be included with the primary use. The fighting power allowance for each use shall be separately calculated and summed to obtain the interior lighting power allowance. to 458 RECEIVES`- FEB 2 ;.' 008 PERMIT CENTEk SOUTHWEST RESEARCH INSTITUTE 6220 CULEBRA ROAD • POST OFFICE DRAWER 28510 • SAN ANTONIO. TEXAS. USA 18228.0510 • (210) 084-5111 • TELEX 244846 CHEMISTRY AND CHEMICAL ENGINEERING DIVISION DEPARTMENT OF FIRE FAX TECHNOLOGY T INVESTIGATION OF THE SURFACE BURNING CHARACTERISTICS OF A 0.007 IN. THICK NEWMAT STRETCH CEILING MATERIAL, SUPPORTED WITH WIRE AND RODS MATERIAL ID: TRANSLUCENT FINISH SwRI PROJECT NO.: 01- 2303 -313d FINAL REPORT TEST DATE: 12-JUL-1999 REPORT DATE: 16- JUL -1999 Prepared for: NEWMAT S.A. 22 RUE DU GENERAL DAME 59482 HAUBOURD1N CEDEX FRANCE By: ai Anthony L. Sauceda Supervisor Material Flammability Section SAN ANTONIO. TEXAS HOUSTON. TEXAS • DETROIT. MICHIGAN • WASHINGTON. DC _ � p REVIEWED FOR CODE COM PLIANCE IMMMOV t) MAR 2 5 2008 City Of Tukwila BUI „ VISION CORRECTION tO1 458 Approved by: aiS rfi ' LFX Alex B. Wenzel Director Department of Fire Technology the purpose deecurIng product eccqitanoe tom they constituted eded R � report shall shal of be bbe�reproduoed aoept MIL without Vie ti &AL Neither approval euthoreies. report nor the erne et the Institute shell be used In publicity or adrathIne. FEB 2 8 200d PERMIT CENTEw • INTRODUCTION This report presents the results of an ASTM E84 test on a specimen submitted by the Client The test is conducted in accordance with the procedure outlined in ASTM E84 -98` "Standard Test Method for Surface Burning Characteristics of Building Materials' (NFPA 255, ANSI/UL 723 and UBC 8 -1). This test method for the comparative surface burning behavior of building materials is applicable to exposed surfaces, such as ceilings or walls, provided that the material or assembly of materials, by its own structural quality or the manner in which it is tested and intended for use, is capable of supporting itself in position or being supported during the test period. These tests are conducted with the material in the ceiling position. The purpose of this test method is to determine the relative burning behavior of the material by observing the flame spread along the specimen. Flame Spread and Smoke Developed index are reported. However, there is not necessarily a relationship between these two measurements. For each test, a specimen measuring at least 21 in. wide x 24 ft long is required. The specimen may consist of a continuous, unbroken length, or of sections joined end - to - end. When requested by the Client, specimens are prepared at SwRI following the Client's instructions. Unless otherwise indicated by the Client, test specimens are conditioned as appropriate in an atmosphere maintained between 68 and 78 °F and 45 to 55% relative humidity. Immediately prior to the test, the specimen is mounted in the furnace with the side to be tested facing the test flame. Sometimes, because of the nature of the material undergoing testing, additional support (e.g. wire, wire and rods, rods, and/or bars) is used to ensure that the specimen will remain in position during the test. The use of supporting materials on the underside of the test specimen may lower the Flame Spread Index from that which might be obtained if the specimen could be tested without such support, and the test results do not necessarily relate to indices obtained by testing materials without such support. The flame front position and light obscuration are recorded throughout the 10- minute test and used to calculate the Flame Spread and Smoke Developed indices. The temperature at 24 ft is also recorded. The Flame Spread and Smoke Developed indices reported herein are relative to the results obtained for mineral fiber - reinforced cement board and select grade red oak (moisture content between 6 and 8 %). The mineral fiber - reinforced cement board is the calibration material used to obtain 0 values for Flame Spread and Smoke; red oak decks are used to obtain 100 values for Flame Spread and Smoke. The results apply specifically to the specimens tested, in the manner tested, and not to the entire production of these or similar materials, nor to the performance when used in combination with other materials. 1 of 5 1 t1DLIS O- A-- L[um. iu. u+ Class V... -�.- --- - - - Flame - spread Index I 0-25 II 26-75 III 76-200 This standard should be used to measure and describe the response of materials, products, or assemblies to heat and flame under controlled conditions and should not be used to describe or appraise the fire- hazard or fire -risk of materials, products, or assemblies under actual fire conditions. However, results of the test may be used as elements of a fire - hazard assessment or a fire -risk assessment which takes into account all of the factors which are pertinent to an assessment of the fire hazard or fire risk of a particular end use. This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. APPENDIX VI -E 2 of 5 1997 UNIFORM FIRE CODE CLIENT: NEWMAT S.A. SWRI PROJECT NO: 01- 2303 -313d DAILY TEST NO: 4 ASTM E84 -98`' REPORT DESCRIPTION OF SPECIMEN DATE RECEIVED: 29 -Jun -1999 (received ready - to-test) MATERIAL ID:* Translucent Finish DESCRIPTION: Newmat stretch ceiling material THICKNESS: 0.007 in. (nominal) UNIT WEIGHT: 8.90 oz/sq yd COLOR: Cream SPECIMEN SIZE: One section 24.0 in. wide x 300 in. long CONDITIONING TIME: 4 days at 70 °F and 50% relative humidity SUPPORT USED: 2.0 in. hexagonal wire mesh with 0.25 in. diameter steel rods every 24.0 in. WITNESSED BY: Mr. Pascal Gicquel of Newmat S.A. From Client's material description 3 of 5 CLIENT: NEWMAT S.A. SWRI PROJECT NO: 01-2303-313d DAILY TEST NO: 4 UNROUNDED FSI: UNROUNDED SDI: FS *TIME AREA (Ft*Min): SMOKE AREA (% *Min): FUEL AREA ( °F *Min): OBSERVATIONS DURING TEST CALIBRATION DATA (LAST RED OAK) RED OAK SMOKE AREA (% *Min): RED OAK FUEL AREA ( °F *Min): GRC BOARD FUEL AREA ( °F *Min): ASTM E84 -98` REPORT TEST RESULTS (ROUNDED TO NEAREST 5) FLAME SPREAD INDEX (FSI): 5 SMOKE DEVELOPED INDEX (SDI): 195 TEST DATA 5.6 194.8 11.0 182.0 4472.1 IGNITION TIME (Min:Sec): 0:07 MAXIMUM FLAME FRONT ADVANCE (Ft.): 1.1 TIME TO MAXIMUM ADVANCE (M in:Sec): 0:15 MAXIMUM TEMP. AT EXPOSED TC ( °F): 506 TIME TO MAXIMUM TEMP. (Min:Sec): 8:18 TOTAL FUEL BURNED (Cu. Ft.): 52.5 DRIPPING (Min:Sec): 0:13 FLAMING ON FLOOR (Min:Sec): 0:13 AFTERFLAME TOP (Min :Sec): None AFTERFLAME FLOOR (Min:Sec): None 4 of 5 93.4 9033.1 5592.3 CLIENT: NEWMAT S.A. SWRI PROJECT NO: 01- 2303 -313d DAILY TEST NO: 4 20 —t 18— ....... 16 — t 14 it 12 —_ _ _ 10- c � 8 � a 6— - 4— 2 0 ASTM E84 -9r' REPORT LIGHT OBSCURATION FLAMESPREAD 5 of 5 I I I I I 2 3 4 5 6 Time, Minutes f ! 4A— Red Oak a . -r— Specimen 1 S 10 • Consulting Engineers STRUCTURAL CALCULATIONS FOR MAC Cosmetics — Southcenter Tuwkila, WA PERMIT SUBMITTAL 5 8 KPFF JOB #: 107241.00 FEE- COPY Pr r D SUBMITTAL DATE: NOVEMBER 27, 2007 1160 Battery Street, Suite 300, San Francisco, California 94111 (415) 989 -1004 FAX (415) 989 -1552 www.kpff.com Seattle Tacoma Portland Sacramento San Francisco Walnut Creek Los Angeles Irvine San Diego Phoenix Denver St Louis New York REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 5 2008 City Of Tukwila B ILDING DIVISION RECEIVED DEC 12 2007 PERMIT CENTER Section: STRUCTURAL CALCULATIONS for MAC COSMETICS — SOUTHCENTER TUKWILA, WA KPFF JOB #: 107241 SUBMITTAL DATE: NOVEMBER 27, 2007 TABLE OF CONTENTS Project Description 1 Key Plan 2 Seismic Design Force Calculation 3 Simply- supported HSS between Lines 14 & 15 5 Simply- supported HSS between Lines H and J 10 HSS between Lines H & J with Overhang 14 HSS between Lines 14 & 15 with Overhang 18 Hilti Kwik -Bolt TZ Anchors 21 0.m Description of Project: MAC Cosmetics — Southcenter Job #107241 Permit Submittal Storefront The following calculations check the support of a new soffit for the MAC Cosmetics storefront in Southcenter Mall located in Tukwila, Washington. On each leg of the L- shaped storefront, two HSS beams span to support a 5 -foot wide soffit built -up from metal stud frames at 16 inches on center. The HSS posts that support the beams are attached to the existing structure using Hilti Kwik Bolt TZ expansion anchors. 1 n UP res t IKk 0 6 4.% �� •`A74,3. Itrt •- :�itt1'�I�MtN':t�7Mi�1�;'r til :7 w mg INSIONIFIL=1 11 I 'JI a l I III Ur BUILT -UP METAL STUD i i FRAMING FOR SOFFIT ��� ;� AT 16b.c.. TYP Mg i i- i' r � II r 1 k�Y 1 - i4 r� HSS8x8x TYP STUD BUM AT BOT OF SOFFIT TO RECEIVE GLAZING ATTACHMENT, TYP DOE OF SOFFIT 2 TYP, U.N.O. Consulting Engineers 1990 N. Catffomia Blvd., Suite 730 Walnut Creek, California 94596 (925) 938 -5733 FAX (925) 938-5329 project i*C g- location oie-vvt LRr 1^1-A client vlW zufp4112c dat. 1 sheet no. 3 job no. (O7 P1 C( 7 -O'S SRTE [AGFFioft.TS - r- us 91 1 9 STJ. �= ! 25 Se o E" 1- cm - CwS E. GPI ° .7 31 .m St6 r C19:1 li b Consulting Engineers 1990 N. California Blvd., Suite 730 Walnut Creek, California 94596 (925) 938 -5733 FAX (925) 938-5329 aunt vil4k - I 11 b y data kt 16/07 /'a7 project I\ A • 1 T 4 4 TEIL location - rV A! A, VI sheet no. - et job no. 1072,411 7 -v, a . O (. P 1 10,W, 5- I C.e.i (ITS 2.5 t,O X13.1.3 Sps - 0.S51' nOSTt tJ STS -LGTu t,. fi &iS. Vu. t -23' = if lit TO 3P . 13,3 I I.[=2S.PSLpli XIPxgyQ= t. 37 Nit ftwatN °'S Stgebi = 0.3yab5 )cI. 1 4 f = 0, 11ir f { 1- 2 xE Cf P/1. a.4,0 r 0•2/o'np q°J�R -nIS. � 0 Consulting Engineers 1990 u California Blvd., Suite 730 Walnut Creek, California 94596 (925) 938-5733 FAX (925) 938 -5329 project fr S a M - k n 'T location ID 1 ,.F , v* u lant \M MRPk txTr date 103 107 by sheet no. 5 job no. 1 S€»F\T wEt(114 1airTEF -Efllrs 4• Ni�T L- S 03) rie434141 ' AT (&" ep,G. 7 0SIGZ- 33 n70 1L L [5.5 f 1,17 -Fri = l3.5 PT / 0.7( x 13,5 - R2 5 LT K . M119L 2 rsf alsc Eb) SJE ( 7 fT)X wr= 17.SFT-2x5 — = 89 izs Atch 1-0ffp U3tiets125 ic����S x 5,5 r - = 5.5 Fq- LkaW Lep>i, TO i t S .. i3,� 1sj = 75 -F (1.S FT2 Consulting Engineers 1990 N. California Med., Suite 730 Walnut Creek California 94596 (925) 938 -5733 FAX (925) 938 -5329 project MAC 'CJ rt 1cZ1 1 e. location T Client W L-4` w( r i 1w (I LV1 S by date j 07 sheet no. Job no. 10 721 19 DS to ti5S sAl. - '(-BrPerr-rei) iT t+ f 15 f. ►a�fit' dF wit wP..v (DUE TO a✓ t N ) TiE 3 SELF ,T OS; l - fIS c 3 °F T wT �s Sv TTb 00 Tits its5 13a 79 11-F n -i 2. tist ptSSt)ry 6 c1L-Ass : 7 r P �` 2 '4 2 r= 1 7 Fa ass g "b )(!/ 50 t pc-F Consulting Engineers 1990 N. California Blvd., Suite 730 Walnut Creek, California 94596 (925) 938 -5733 FAX (925) 938 -5329 project MAC V_T t 1L F- location - row-wit-Pi, aient W I L UFF t I Te C by � J date Il(t'(o7 sheet no. 7 job no. ASS Cr/ D ZJ . r31T 14 t r 5 1,= �r t-T M44 C opt r4u1 Let/3 ),w (,41)L op tor I.4DL - 0 `110;1'L- - ( (.2,4tLF 1, 0> IJt.ffjC � INl lal� LftT cj p-C. o 1G114r, r = i<(01 - -r 5 Pr ne-15) r4altss 151.' 0 , 2 ( ; , x 1 5 = 4 0 !N T. t_Prr 5 r x C2. f2 ffT t 1. PT-r F r _ 1-3 S 2 +1tSS IS Sfecr9PE., 1.+M- C/oNfeletZ DS 16 8 $ 9 ALSO ( d Crx., F7 SAX' kAS; $ x $ '` VS I S CdT, OHL"( 11 511:11461 tAki S - W r "?► -��S. 1An : = O49x 441. x 3751.1 5 - 152.5 12 9 1e - +F of j—� -- 012 1. m G 'i _ n 12-9 ---- ------ ' Consulting Engineers 1990 N. California Blvd., Suite 730 Walnut Creek, California 94596 (925) 938 -5733 FAX (925) 938 -5329 project MPtG S- U I V' `►Te12- location 1014\6114v, IAA • client D/! I Arcs Ct by date t i ) 5, DT sheet no. C./ job no. (07241 Cop:ck .1.04vl t1LE CTt eal A -__5 x + ONt3E& - r 0tf 70 RS cztA fiMN •\I,k -( r (Ib -))L - - 2 6 It. Zn 4 �t75K0.&Yl ( ix li wS Ci C G ,,4 iNl L I159 .� Consulting Engineers 1990 N. California Blvd., Suite 730 Walnut Creek, California 94596 (925) 938 -5733 FAX (925) 938 -5329 project 1 `it riL SCOT t lCZ Y T✓ f location T \gwit.ii, WA cram WL■ t1 A ITECT by date (1( i4(07 sheet no. 9 Mob no ( cot_ o N - 'cvN 11- / & t GE" (611 11T ) tL PT L9A.D F#. -4s - 43 ? ctIsAl=oS 006 4 - 0.19 �►� erkV, c SSt46 STF-67AGIN 4 k1 x t •�' �L - (- x 12 _ 227`1" LIST k -1.o pn : 37.0 p I `'Et1. Taber 4-4) 5VINIINCn VII GTs t M►t ;(1_, ox o )x Rt�� -s X 2 1. 1 k, F FT 4 x ` : 17.98 L —F I, o Ne Le Consulting Engineers 1990 N. California Blvd.., Suite 730 Walnut Creek, California 94596 (925) 938 -5733 FAX (925) 938 -5329 project VAS &D) r 'NTe- location Tv Kwl l..fl, w f client Wt4h bliff 1 .C)0ITt '' t S by date 11 NO sheet no. f O Job no. ID7241 .sor --F 1T ‘4E1(1HT R Ttaip s m 5 1 0 - ST ,7 1) 2MM► N ei sPAc frr /6 sites : 2to'2. - 33 : L = Zx C D FT t I. l i FT] - 17.5 F T 0: {'L x !25 F1 = 9.5 1-13 Iry To x .1T : c9 r-r t1 Maki- vrNE'►2.: 2 � Glsc L E b) qi' I-YL 3 igf s‘79-werl 1111 FTJx_..k W l = -S rs-f- FT 2 = 132- 1'3 psf Consulting Engineers 1990 N. California Blvd, Suite 730 Walnut Creak, California 94596 (925) 938.5733 FAX (925) 938 -5329 pro M PrG Saill C T location 'Tt*v I t I.A, *PI talent utIA Dt ( R l 1 / eCr by date, 19101 sheet no. I t Job no. 1072 1 (ADS AiSS SR.APL- - SvFre?e -'D 13 11 413rr t-F NAT CF ki �S k, assAAG t!Z e scFf tr NAT IS sop-vt TED 04 -r -+ is ass pst4 2) 69 {i-f '2. 61LAx :; t/2 " Tit C -Ass ' 7r 5E , it 7 f s .42 rT 17PF ea-A8 A % t= 41 Fit-F t 35 + I/ +46./ =101 L-E5 Consulting Engineers 19901 California Blvd, Suite 730 Walnut Creek, California 94596 (925) 938 -5733 FAX (925) 938 -5329 project Pk, J t c location 1 ' cw (L1A, yll client \NW VV it ge44(Ti. a S by date 11 151°7 sheet no. 12 job no. 10 7 }Ac. S SJpftrizr r' 4J3 s� 1 . =25 P-T 1, tEP('tn£ El 1rCG t, of = Nt.rtic of 13. Viz IVY LOW& -Lye, S 0.2(v' ‘P1 -:101 SFr TT16 x 7 S 13( 0.2faX 13G 1�SC' ( 4z -Fr t 1. n7 rr 5 Pr) 4-3 fp Si NGE kk SS 1S S QvfPF, rsiVAN S DE"S IC Rvt to 0-41 .r 9 + 6-5 ' Ste' /? cs FACT, c1 rwi.pIN ( L svt rr ST-at Ai') S 4 t e M D.9 ) 4 `'61 x x'92.2 k- iK s.9 k_F T I. 4c L ale L 4t . ( . \‘, 0.0 L o ,�, 12. " Om Consulting Engineers 1990 N. California Blvd, Suite 730 Walnut Creek, California 94596 (925) 938 -5733 FAX (925) 938-5329 Project tSA AC Sai TiCENtz bcetlon �� 1 c-T'r client W uI F AIec4 ITec1S by date (( �� ' 07 sheet no. 13 Job no. I C512_41 }ASS SrMft„( 45IFITIgT6b 15h" K 6. Vi=i — CTIet.I w L- 5)(Y 52-1:-- X Sai E 3$' x2 x !2� 14 = I tszs C crt4f45C'iIVNI To ITOENitIC01,11g. ¥ SS ��.- M, vu 6.4A ( 0 x - 1•$ 1 ' Y +`t ft L e r v •e _ FwAn 0,75N x7o = - . o. w2 44- L © ~ - .rz x 8�x 2 Consulting Engineers 1990 N. California Blvd., Suite 730 Walnut Creek, California 94596 (925) 9385733 FAX (925) 938 -5329 client \ j L A DUFF by date Project M I tv ,S9UT[ { "E 1 ` .cm.. Iocation TU WI LA, tr4 Sheet no. job no. 10 72,E 1. M -CcfP /- Av OF ft-CS I v ( = f - . rte 1 ftS5 /a- Th +F- pit hss 71 4 ' ¥1 2' -s" 7 rs I T ( 7 PI-F 3.. kAsS S (.trot = ik f (7t S.7 = I i z 1 Consulting Engineers 1990 N. California Blvd, Suite 730 Walnut Creak, California 94596 (925) 938 -5733 FAX (925) 938 -5329 pro ' "Ili Scu IooatlonTV Apt dient w►4A DOT Ogctk t - re t r date ,� 19107 sheet no. 15 Job no. 1 - Dere - WOE 6la/ F- r Motb 1,0 5 (. = kit cll27 =(c, -t 0.2o \hr lP- riP t Tag x 7 r t +7 I1\4 tom, Fp (. r7 ri - t" 5 - PO - +�cE jA.S is Z(Yi, I,4c L efuvfp..N S lx9 = 12.12 . - C 1 arA coTPUr) 4104An .1 1 t-F i G - `2g - - 0,09 1.0 1 1 w N3 • • 0 .t3 1950.008 --- - 1 - - 2 675:592— 4625 6 .._,gg.:1: 0 .. ss; °::: s:;.......Cf_ ..._: ,.,_. a z .: 1 _..._ .. ... .......1si2..... _.. 0 -13.6 313.6 . .__........_.. . _ _ .:, Totals) _ .... W: .. 5 1 N1 0 • • Q Y::;g: =:; 3 N3 29,5 0 0 Company : KPFF Consulting Designer kp Job Number : 107241 MAC Southcenter HSS (.jwith Overhang Joint Boundary Conditions 1 Joint Label N3 X [Win] Reaction Reaction .:....Rea Footing Joint Coordinates and Temperatures Basic Load Cases I 1 I BLC Description Load Combinations I: rini. •Iv =PD. ; B D t= X Member Distributed Loads (BLC 1: ) Member Label Direction -112 -112 0 9 Joint Reactions Member Section Forces Category X Gravity Y Gravity Joint Point Distributed 1 2 1 1 None I I I Start Magnitude[ibfft.dea] End Magniitudepb/..Start Location[ft. %], End Location[ft.%] RISA -2D Version 6.5 [ D: 1ke11y\MAC1HSS- HJ- Overhang.r2d] Y Rotation[k ft/rad] Nov 19, 2007 10:38 AM Checked By: Page 1 ; -A ce) k u) 4. a « A / $ \ / \ $ ( A \ A & ;off - 0- -d / ' Y::;g: =:; :: ; :_ : _tz= ;::: >- _ - :__::= _ -:_ -..................................... : -: -- .. .. _... g__ -. ...........__ ... __...._ .... 3 -13.6 313.6 5 -627.2 1254.4 = - : - ............ . 7 1048.792 - 8617.875 .- 6:_:_ ... . _._� - ._-_. - _: _ ........................................................... .. __.. __:49.152' ..._.... _... 2# 9 - 950.408 - 9245.075 Company : KPFF Consulting Designer kp Job Number : 107241 MAC Southcenter HSS (.jwith Overhang Joint Boundary Conditions 1 Joint Label N3 X [Win] Reaction Reaction .:....Rea Footing Joint Coordinates and Temperatures Basic Load Cases I 1 I BLC Description Load Combinations I: rini. •Iv =PD. ; B D t= X Member Distributed Loads (BLC 1: ) Member Label Direction -112 -112 0 9 Joint Reactions Member Section Forces Category X Gravity Y Gravity Joint Point Distributed 1 2 1 1 None I I I Start Magnitude[ibfft.dea] End Magniitudepb/..Start Location[ft. %], End Location[ft.%] RISA -2D Version 6.5 [ D: 1ke11y\MAC1HSS- HJ- Overhang.r2d] Y Rotation[k ft/rad] Nov 19, 2007 10:38 AM Checked By: Page 1 Company : KPFF Consulting Engineers Designer kp J Job Number : 107241 MAC Southcenter HSS Ith Overhang Joint Boundary Conditions 1 .Inint I abel N3 _..........: N 2 X (k/inj Reaction Reaction Rotahon[k ft/rad] Footing Joint Coordinates and Temperatures Basic Load Cases I 1 I BLC Description Member Distributed Loads (BLC 1: ) None I I I Load Combinations Description dive D... R.. BLC actor BLC acto BLC acto BLC actor 1 .4DL Yes 1 1.4 STIMMER LC Factor BLC Factor BLC Factor MIMM 1 M# Y 112 0 Member Label Direction Start Magnitude[lb/ft.degl Member Section Deflections Y (Mn] Category X Gravity Y Gravity Joint Point Distributed I 2 x in End Magrntude[Ib/.. tart Locat o [ft %) End Location[ft.%] -112 Qr Nov 19, 2007 17 10:37 AM Checked By: LC Factor 2 1 3 5 7 LC Member Label 1 3 5 2 4 n] .13 2 ._.._.__.___.._.... _..__._.._.._ _._.. ._..._ :. =:: -_ - ..._ In) Uv Ratio 0 NC .066 NC 0 0 0 0 NC 0 -.195 1570.478 ::. 0 -.199 1536.159 V 1� o 4_ ®1 RISA -2D Version 6.5 [ D: Ucelly\MAC \HSS- HJ- Overhang.r2d] Page 1 3 N3 29.5 0 0 Company : KPFF Consulting Engineers Designer kp J Job Number : 107241 MAC Southcenter HSS Ith Overhang Joint Boundary Conditions 1 .Inint I abel N3 _..........: N 2 X (k/inj Reaction Reaction Rotahon[k ft/rad] Footing Joint Coordinates and Temperatures Basic Load Cases I 1 I BLC Description Member Distributed Loads (BLC 1: ) None I I I Load Combinations Description dive D... R.. BLC actor BLC acto BLC acto BLC actor 1 .4DL Yes 1 1.4 STIMMER LC Factor BLC Factor BLC Factor MIMM 1 M# Y 112 0 Member Label Direction Start Magnitude[lb/ft.degl Member Section Deflections Y (Mn] Category X Gravity Y Gravity Joint Point Distributed I 2 x in End Magrntude[Ib/.. tart Locat o [ft %) End Location[ft.%] -112 Qr Nov 19, 2007 17 10:37 AM Checked By: LC Factor 2 1 3 5 7 LC Member Label 1 3 5 2 4 n] .13 2 ._.._.__.___.._.... _..__._.._.._ _._.. ._..._ :. =:: -_ - ..._ In) Uv Ratio 0 NC .066 NC 0 0 0 0 NC 0 -.195 1570.478 ::. 0 -.199 1536.159 V 1� o 4_ ®1 RISA -2D Version 6.5 [ D: Ucelly\MAC \HSS- HJ- Overhang.r2d] Page 1 Consulting Engineers 19901 J. California Blvd., Suite 730 Walnut Creek, California 94596 (925) 938 -5733 FAX (925) 938 -5329 project µflG location TJ KAN ILA, OA by i t date t1(;9! 07 Client wigt wFF A.41115C1S sheet no. IS Job no. ( 1 To H 8 sly \N TH N &G-i . flT 12. ef LeFF IT L 2 . G t. N A 3. I v Or ttSS ' C ‘,961s rmil. ; tic ut i �t55 efictittN4 14, i 1 /2 =3d PI,F 2. 6 fOovC: V ` G t-P S • ? P } • 2 5" =7 Teh 2.42. - J7-P 3, ts5 ad , J = 4ta7 pzF = f 1'•' GiMpLY 61 -TeD f 1st1 CO 1165 tt FL 244( ,t _ t7 (O 1 T-2- 1 \ 3 1 -1.(i , 1, L 1 Company : KPFF Consulting Engineers Designer : kp Job Number : 107241 MAC Southcenter HSS 14/15 with Overhang Joint Boundary Conditions 1 Joint Label X Kin] N1 I Reaction Y [Win] Reaction Real do s . Joi Joint Coordinates and Temperatures 3 Labe N1 N3 X [ft] Y [ft] 32.5 0 0 Basic Load Cases BLC Description Category None Load Combinations Description • Ive D... 1 1.4DL Y acto BLC actor BLC Factor BLC Factor LC R... BLC Factor LC actor BLC Factor BLC Factor 1 Member Distributed Loads (BLC 1 • ) Member Label Direction Start Magnitudepbf t.degj 1 1 I M1 I Y Member Point Loads (BLC 1 : 1 Member Label Direction M2 Y - -,- -- _ - _ Joint Reactions LC Member Section Forces Member Labe Joint Label X Gravity Y Gravity Joint Point Distributed I 2 I 1 1 I I -104 1390 Location[ft. %] 3 .5 ......................_... S` .. ..._.____....... 1 3 1 1 N1 Totals: 0 0 Y pbj 1284.182 :. ":- 8498 0 X [lb] L- 3 5 7 9 LC 1.. ,. • Sec 1 3 2 4 • 0 0 0 0 Shearpb] 1284.182 0 - 717.818 4494 - 3893.75 19740 - 2719.818 .... 14122.5 2674 3342.5 Axial[Ib] RISA -2D Version 6.5 [ D:\ kelly \MAC\HSS- 14- 15- Overhang.r2d] Nov 19, 2007 19 10:55 AM Checked By: Rotation[k- ft/rad] Footing : Temp [F] End Magnitude[lb/..Start Location[ft. %] End Location[ft. %] I -104 I 0 I 0 Magnitude[lb.lb -ft] M - Moment[Ib -ft] MZ [lb-ft] Page 1 1 LC: 1 memoer Level M1 ,. ? .., -. „,, 0 - ,•• NC . - .- _ ... : _-- .......,. - .... ..... :. :: ..::_ . ,:, : _ ,:. :__,.. 3 3 0 -.072 4563.428 : : 0 NC .:_ . 1111 - ......_ �= •:_- ,._ ; ...11..11 1111... 1111._. _. .._.._.:. _ .:�_::_ �: � - -- 1111 .........__..._, 11.11.: . 1111 - : _ � : -;:� _ .... ...... 11 ,11:.;- 1111, .............: - - .1111 . : :;::: > � ::= stiY; a - - _ 1111- 1111. <.._.. .........._... 1111.. - -- - .1.11 -11. _11 - . ° - -:� :;.= .. - !:. �; 1111 =:;.5 :�_= 7 .:,..1 .:_ 2 0 ` _ -.04 1483.727 11 . , .._....._..._._ 1111 ......_..._.......,___... $.�;,:,�.: ... ..... : :: ._ - -- - •--•..:--..,...._.._..___.-::-::........_ - .._..__. _...,,..... = :- ...�•::- -�; _ �:-::.._ ............._ .11_ �: �..._ ...__......_.. , 3.._. 4 11.11... . 11 11__, 1 111. .1111 1111. :.._..__...6: •1111. ............_.. � .. .............. :�, -�: -- :11 0 _. •• . ; - •� -1111 ::�=::� -- _ ...� s�_:� ::: : : -. ��:: =s:: = :: G q ........................................... 111.. :.: ._. -.149 111 1,... _ ....... . 40 291 __ .._ 1 111. '= :_: ©4 ... .. ::; ::: : =- : >;:t:;: =11: _.�: :�- :., :, .::m�: �. i. :;: �.e::- : :- ...:- ..: 11 1.1111 _... , 5 < _ ........_..� 1111. 0 .._.... ...... . ... . :, 1 r..aoei Ni U lf . _ _......._ .......... ... ._............ 3 N3 32.5 0 0 Company : KPFF Consulting Engineers Designer : kp Job Number : 107241 MAC Southcenter HSS 14/15 with Overhang Joint Boundary Conditions N i ,,:.:::::::,:_ .. N2 .... Reaction Y PON Reaction Rotationik ft/rad) Joint Label X jk/inl Joint Coordinates and Temperatures Basic Load Cases BLC Description Category X Gravity Y Gravity Joint Point I 1 I I None I I I I 2 Load Combinations Description olv PD... SR... BLC Factor LC actor BLC Factor BLC : cto BLC actor :LC acto BLC Factor BLC Factor 1 1.4DL Y-s 1 1.4 Member Distributed Loads (BLC 1 • ) Member Label Direction Start Magnitude[Ib/ft.deg) nd Magnitudepb/.. tart Location[ft. %Q] End Location[ft. %] I 1 1 M1 I Y I -104 I� -104 I 0 I 0 Member Point Loads (BLC 1 • ) = ;'sue ^"•'i`ii ?. :::' i. Member Label Member Section Deflections Direction RISA -2D Version 6.5 [D \keily\MAC \HSS- 14- 15- Overhang.r2dj Location[tt. %] _...__.. COQ ........_.._..__ ... .......... I :::: r:::::3 _....._ : Mag depb.lb -ft] Hilo A 0. -75 "' etle Nov 19, 2007 20 10:55 AM Checked By: Footing Distributed 1 Page 1 Consulting Engineers 1990 N. California BNd., Suite 730 Walnut Creek, California 94596 (925) 938 -5733 FAX (925) 938 -5329 wood Mk/ UTti cEU Tom. bcation TO KIN! client V}& ,1Nt F fr J by date UI 107 sheet no. 2-I Job no. o 7l CAL. S t oRTI r% fr nv5V4A4N ccENfrp.464LL Y 7 0; -2(+ Hi (par r) Ale Tit 9 -" = 14.E I9 - 1 1 • 1 f 'Ed STieL I , I V A- = le Yv Crtthie/ 4 1: 1 -1 9x4 v i-ro 91. 1 -,pi Consulting Engineers 1990 N. California Blvd., Suite 730 Walnut Creek California 94596 (925) 938 -5733 FAX (925) 938-5329 Project IAA,, t4 I e location — il.* ` I O client r•t" INFF 1'rc\r t€t1S :: sheet no. 22 job no. 1o 7 2 11 re AN( e. -rs 3/o" 1 w f 2" 6/A551> 1G� wragT s?- 1917 Cwt 2-€6 1NU—s @, To? am ev t SS tgED To vsSI ST 9A5 IZ oNt y, Vc,-4 , 4,1 = 225 5 1-15 -- � 0.65 x22 \ TLS tom, 4 5105c44. f 2 13ta — 0.bc7 x 2134 ' 13S+ (43 O. 65 TOTAL },flT L- L-oPU:> - rO QN e : 5 X 00 FIX 1 � 11 ZS LE, < CfrpPc. rry Pr - Legitik 1143 er DY INsfEoTtq DRA2OPS 1 of 2 111 ... . Satinn I MI th sA= c�::nt I V Cart Enter Your Seercl, Wards) Hire C.R. Laurence Co., Inc. Cen!? ! u Drat U ! h6 S t to r�esgr r C4u,Tk j g Qis.t 'rte Sttr•lar11,4 4 SeeriwItte trxt Tod AcrVantcet ae I - Afctit.ct:rot t",reeia!s1 Oct Re quest Quote Customer Merin Bat • Hot .> CRL Custo Scarct'tin on CRL • CRL Tota! Search • Po pular P r.._r_cf I_irss • Prodee "; by t -r_, ;try Products & Services •+A r i'r. n1 i•.y._,tern • Ar hC2cr,: SSs;i • At: tr,r:.; ,,. Pr e :,, - .e . • D:". • • G4.4_..'r.dq. . 1.4 rtrffSy.lotns • Hasu H rs • Hn':0:13. ▪ - : ci: rnn • Fc .ern. • P,y3jc' F !s.: •y • . { • Tr LI Of! t ., r General Information CATALOG NUMBER CATALOGUE WUMBER DRA2OBS DRA2ODU DRA2OPB DRA2OPS DRA2OSA CatalogCatalogue Number: CRL Polished Stainless Mortise Thumbturn Cylinder ieitC.a i ship UPS CORRE fUM LTR# • Solid Brass • 1" (25.4 mm) Length, 1-5/32" (29.4 mm) Diameter • AR MS or DRA Cams r �i r F" is News & Events (/TNs PrtsQsct Available in Different Finishes or Colors) � STPis Pro rct is Available in Different Finishes or Colours 1 This CRL Mortice T7suturn Cylinder has a solid housing with your choice of either AR MS or DRA cam 1 -5/32 inch (29.4 millimeter) diameter, 1 inch (25 4 millimeter)long 5-pin Cylinder. Includes a .117 (3 millimeter) thick cylinder ring. One per package. 1' Details Below Print The Page E -mail Pane DESCRIPTION DESCRIPTION DRA2OPS httpi/ www. crlaunence. com/ ProductPages/D/DRA2OPS_1586.html ?Origin= II You Are in a Related Business and Have Never Purchased from CRL, CUCK HERE 1 • More Choices Pricing and Ordering Information SIGN IN HERE Indviduols and Non-Related Businesses Can Find Out Where to Purchase Dealer Referral Request CRL Brushed Stainless Mortise Thumbtum Cylinder CRL Dark Bronze Anodized Mortise Thumbtum Cylinder CRL Polished Brass Mortise Thumbtum Cylinder CRL Polished Stainless Mortise Thumbtum Cylinder CRL Satin Anodized Mortise Thumbtum Cylinder This product can be combined with all other thumblurns for quantity pricing. b07 � ss I Help Search REVIEWED-F:,O�R CODE COMPLIANCE MAR 2 5 2000 Ili City Of Tukwila BUILDING DIVISIQN COLOR COLOUR tECE VEE FEB 2 8 2008 PERMIT CENTEi- 22.Feb.08 19:1 DRIOSSAl2SL 1 of 3 C R Laurence Co., Inc. R al i •q Sir au Fr c :r 8/ aarcra Maus Co - Itx._t U; ) Dal Up I Ft Speed ` Ltanr.3 rye. / Coun 7 [Customer Menu Bar • fi.l :. C ^l. C r .•r Fi' Searching on CRL • CRL Total Search • /1.•:, Prod • For :,7r F�od.,cr Cine< • Prcd.x:';. b1 :-h • "'"r" . Products & Services • hl Tr rn F r a .v?.r .'n .•..... • At • a,r;t,a:r;,. , -. Pr: • p. . • k S i.rns • E:z _: , ?dcF, • H.r ii >i,.. sr _Pu..r'7.:r..., • Hr-.prt:2 :r >, F-r,i: • Prid,,,t F • Tra= Jctr.;n He c.••. - -. - _ General Information News & Events It It 1 ; Saa1 . aridTaaie I :., Auioa rtae I Architect:re! Ha-dv<are � Sac-cults / Oiscnsctt I ..:.: Peatiest. a Ouvte Can Drawing Shia UPS r Technical .. CRL Satin Anodized 10" Square Shape 35 -3/4" Door Rail With Lock for 1/2" Glass • Exclusive CRL Wedge -Lock Dry Glazed Glass Securing System for Rapid Installations and Steadfast Holding Power • Notching of Glass Not Required Dry Glazing Allows Field Glass Replacement • Doors Can Be Ready for Installation in Less Than 10 Minutes • RED -E to Ship Models From CRL Inventory CCI view Larger Image t 4,This Product is Available in Different Finishes or Colors g Ttas Product is Available in Different Finishes or Colours? An innovative new glass entranceshopfront system, the CRL Wedge-LockTM Door Rail System features the exclusive CRL Wedge- LockTM Securing System (U.S. Patents 6,434,905 and 6,912,818 B2. Canadian Patent 2,419,706). A totally new concept for securing the glass in the door rail. It works by applying pressure from the bottom of the door rail, using two glass retaining aluminumaluminium extrusions via a flat stainless steel bar. As this bar is pulled down with socket head cap bolts, pressure is applied to the glass retaining aluminumaluminium extrusions. The bottom of the extrusions are at an angle and fit into an angled groove in the door rail. As the glass retaining extrusions are being pulled down, the angled wedge in the door rail also pulls the glass retaining extrusions together. This action, along with our specially designed door retaining gasket, creates a tremendous amount of force (more than 900 pounds) in our nine inch ( 228.6 millimeter) Corner Rail. That's 100 pounds per inch. Imagine how much force is created in our full length Door Rails! 1 Additional Details Below '° Print The Page 0 E -mail Page http:// www. crlaurence .com/ProductPages/D/DR 10S SA 12 SL_ 18570. ht... Sign in t Mi I V. Car: \ 1 Him +: 1 Help Enter Your S®'"4 Ward(s) Here Mare Choices Pricing and Ordering Information SIGN IN HERE If You Are in a Related Business and Have Never Purchased from CRL. , CLICK HERE Individuals and Non - Related Businesses Can Find Out Where to Purchase Dealer Referral Request 22.Feb.08 19:1' 1 ..7 - 1t1 Lumination Tetra® PowerG rid LED Lighting System The backlighting solution that brings big savings within easy reach imagination at work FL COPY Fi"mt! CORRECTION Dol- 4519 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 5 2008 City Of Tukwila BUILDING DIVISION i7.1;k77:11 MAR 1 7 Z0013 PEFiMr CENTER Tetra® PowerGrid Raises sign performance to new heights The revolutionary Tetra PowerGrid LED Lighting System from GE Lumination makes fluorescent tubes in cabinet and box signs a thing of the past. Developed and tested using GE Six Sigma standards, PowerGrid significantly reduces installation, maintenance and energy costs in backlighting applications. With Tetra PowerGrid, sign builders, installers and owners get a tighter grip on costs which can bring greater profitability within reach. Reduces Installation Costs Pre -wired modular system installs incredibly fast Patent - pending PowerGrid design features easy -to- handle interlinking modules that lift right out of the carton in a continuous sequence for hassle -free installation. Wiring is quick and simple because unlike a fluorescent system, PowerGrid does not require the construction of raceways or sockets to hold glass tubes. Total time saved versus fluorescent is significant, helping OEMs build more signs per day and increase profit potential. Save on material costs Advanced engineering enables PowerGrid to fit in sign profiles as shallow as 5- inches (127 mm) deep, reducing the amount of materials needed for the aluminum extrusion. PowerGrid can be used in signs of all sizes, eliminating the need to stock and handle a wide variety of glass tubes, sockets and miscellaneous parts to support traditional fluorescent signs. The robust, over - molded design eliminates shipping and handling breakage associated with glass tubes and reduces the amount of packing materials needed to safely ship the sign. Less complex & easier to install This low- voltage 24VDC system reduces complex electrical wiring, which may help save on labor costs. The sturdy, contoured modules have rounded corners and smooth edges for easier handling than standard fluorescent tubes — particularly helpful when installing at a significant height. For ordering and installation ease, a single power supply runs one box of PowerGrid (21- module), which covers 14 ft . (1.3 m of sign area. Typical sign layout Reduces Maintenance Costs Lasts 4 times longer than standard fluorescent The Tetra PowerGrid system is rated to perform for 50,000 hours, that's over 11 years of consistent, brilliant light.* PowerGrid beats fluorescent lamp life by over 300% and its unmatched reliability is backed by a 4 -year limited warranty. .Save on relamp labor expense With PowerGrid's impressive life and ongoing performance, relamping schedules of less than 3 years for standard fluorescent can be extended to more than 11 years.* Sign owners will realize tremendous labor savings by significantly reducing the number of service visits required for replacing fluorescent tubes. Life Comparison Longer life reduces maintenance costs PowerGrid T8 T12H0 T12H0 T3 PowerGrid 4x Longer Life 10,000 20.000 30,000 40.000 59.000 60.000 Hours* 'Basal ,n rated If at h' hours of j ,II use Reduces Energy Costs Energy- efficient design Innovative PowerGrid uses less lumens than T12H0 fluorescent to provide effective, consistent light across the entire sign face, while delivering energy savings up to 64%. Energy Comparison Uses less lumens that deliver increased energy savings Up to 64% Savings 10 20 30 40 50 60 Wattage ** ' Benefits the Environment Designed with environmental responsibility in mind PowerGrid, a product of GE ecomagination, complies with RoHS standards and is UL listed. This system contains no lead, mercury or glass, making handling and disposal less of a concern, while using less energy than standard fluorescent systems. Protects Brand Image Brilliant, uniform light With PowerGrid, sign owner reputation is protected from unsightly dim or burned -out signs that threaten positive brand perception. Even in cold weather, GE's robust design keeps brilliant, uniform light shining across the entire sign face. PowerGrid enables a shallow 5 -inch (127 mm) can depth, compared to 8- inches (203.2 mm) for fluorescent, to allow for a sleeker, low- profile sign. Tetra PowerGrid i I LED tight • Output Patterns T12H0 Fluorescent Lght O!,taut Consistent Face Intensity Pi 1 I LEDs 4 1101.6 mrnl an Center jc .c 35 mace ,nr sty D, _. erce dCt Sp :t_5 5' Depth 1127 mm! Components > SKU GEWHPGP6 -65K Tetra' PowerGrid LED Modules GEPS24 -80 Power Supply (24 volt /80 watt) GEPGEC1 18 AWG Wire End Caps (0.82 mm`) 9409 18 AWG Supply Wire 10.82 mm 191600041 22 -14 AWG Twist -On Wire Connectors 10.33 - 2.08 mm'I 500 /bag 192160004 18 -14 AWG In- line /IDC Connectors (0.82 - 2.08 mm') GEWHPGP6WD -65K Tetra' PowerGrid Sample Module GEWHPGP6- 120KIT Tetra' PowerGrid Demo Case, 120V GEWHPGP6- 240KIT Tetra' PowerGrid Demo Case, 240V Technical Specifications' LED Color Typical Power Usage Typical Output Voltage Input Voltage Input Current Operating Environment Certifications Description White, 6500K 4.5 watts /ft (14.76 watts /m) 24 VDC 100 to 240 VAC and 50/60 Hz 1.1 amps Tetra` PowerGrid System: -40 °C to 60 °C GEPS24 -80 Power Supply: -40 °C to 60 °C Package 21 modules /box 10 /box 100 /bag UL Recognized #E219167, UL Classified #E229508, CSA Approved #216319, CE, C -tick, RoHS and Power Supply IP66 damp location rated o�aa ty s� C E e 500 ft/spool (152.4 ml 500 /bag 1 sample 1 demo case 1 demo case a product of ecomagination} t M Additional Information 6500K. 6 LEDs /module Load: 21 modules (14 ft/4.27 ml White 6180 Halle Drive • Valley View, Ohio 44125 -4635 P: 216.606.6612 • F: 216.606.6599 • W: www.led.com • E: tetr @led.com Lumination. LLC is a subsidiary of GE Consumer & Industrial. Tetra' is o trademark of Lumination. LLC. The GE brand, logo and ecomoginatian are trademarks of the General Electric Company. ©2007 Luminotion, LLC Information provided is subject to change without notice. M values are design or typical values when measured under laboratory conditions SIGNO3S- R101807 lj Lumination Tetra® PowerGrid LED Systems (GEWHPGP6 -65K) Step1: Tools and Components Required imagination at work C Installation Guide Tools required: 0 Wire stripper /cutter © Tape measure 0 Rivet gun or screwdriver 0 Cordless drill Components required: UL approved 18 AWG supply wire (0.82 mm 9 UL approved 22 -14 AWG twist -on wire connectors (0.33 - 2.08 mm or 18 -14 AWG in- line /IDC connectors (0.82 - 2.08 mm End caps (GEPGEC1) 0 #6 or #8 self drilling pan headed screws (M3 or M4) 0 1/8 -inch rivets (3.175 mm) 0 Power Supply (GEPS24 -80) 0 Tetra® PowerGrid LED Modules (GEWHPGP6 -65K) WARNING! RISK OF ELECTRIC SHOCK: Turn power OFF before inspection, installation or removal. Installation Guide Step 2: Determine Layout 0 Determine total number of modules needed to populate the sign based on sign width and height. Refer to estimating charts below. NOTE: For best, more uniform light output, box depth should be a minimum of 5 inches (127 mm). Total number of modules required based on height and width: B Horizontal width in FEET (B) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 2 3 6 9 12 15 18 21 24 27 30 33 36 39 42 45 48 51 54 57 60 63 66 3 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 80 84 88 4 6 12 18 24 30 36 42 48 54 60 66 72 78 84 90 96 102 108 114 120 126 132 5 7 14 21 28 35 42 49 56 63 70 77 84 91 98 105 112 119 126 133 140 147 154 6 9 18 27 36 45 54 63 72 81 90 99 108 117 126 135 144 153 162 171 180 189 198 7 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 8 12 24 36 48 60 72 84 96 108 120 132 144 156 168 180 192 204 216 228 240 252 264 9 13 26 39 52 65 78 91 104 117 130 143 156 169 182 195 208 221 234 247 260 273 286 10 15 30 45 60 75 90 105 120 135 150 165 180 195 210 225 240 255 270 285 300 315 330 11 16 32 48 64 80 96 112 128 144 160 176 192 208 224 240 256 272 288 304 320 336 352 12 18 35 54 72 90 108 126 144 162 180 198 216 234 252 270 288 306 324 342 360 375 396 Horizontal width in METERS (B) 0.25 0.50 0.75 1.00 1.25 1.50 1.75 2.00 2.25 2.50 2.75 3.00 3.25 3.50 3.75 4.00 4.25 4.50 4.75 5.00 _ 0.25 1 1 2 3 4 5 5 6 7 8 9 10 11 11 12 13 14 14 15 16 g 0.50 2 2 4 6 8 10 10 12 14 16 18 20 20 22 24 26 28 28 30 32 cc 0.75 4 4 8 12 16 20 20 24 28 32 36 40 40 44 48 52 56 56 60 64 LLJ 1.00 5 5 10 15 20 25 25 30 35 40 45 50 50 55 60 65 70 70 75 80 E 1.25 6 6 12 18 24 30 30 36 42 48 54 60 60 66 72 78 84 84 90 96 ▪ 1.50 7 7 14 21 28 35 35 42 49 56 63 70 70 77 84 91 98 98 105 112 v+ 1.75 8 8 16 24 32 40 40 48 56 64 72 80 80 88 96 104 112 112 120 128 • 2.00 10 10 20 30 40 50 50 60 70 80 90 100 100 110 120 130 140 140 150 160 o 2.25 11 11 22 33 44 55 55 66 77 88 99 110 110 121 132 143 154 154 165 176 v 2.50 12 12 24 36 48 60 60 72 84 96 108 120 120 132 144 156 168 168 180 192 2.75 13 13 26 39 52 65 65 78 91 104 117 130 130 143 156 169 182 182 195 208 3.00 15 15 30 45 60 75 75 90 105 120 135 150 150 165 180 195 210 210 225 240 C Follow correct width/height orientations when using estimating charts. 0 Using the diagram below as an estimation guide, begin cutting strings of modules to create 8 -inch (203.2 mm) tall rows and 12 -inch (304.8 mm) wide columns. Modules should be 2 inches (50.8 mm) from the edge of the sign with 2.77 inches (70.36 mm) between each column. Step 3: E E N p M tsJ O 0 12" (304.8 mm) I wide columns I Install Modules 0 Lay modules into the sign at least 2 inches (50.8 mm) from the edges. Fasten down each module with at least one screw or rivet in the center hole or two opposing sides. I I Typical sign layout 2.77" (70.36 mm) E— between columns 2" (50.8 mm) from edge 2.77" (70.36 mml between columns Installation Guide 2" (50.8 mm) from edge 2" (50.8 mm) from edge 31°E 7'E J_E j °E 7 °E °E a WE M WM( M 111 0 Start another row with 2.77 -inch (70.36 mm) spacing between the module strings. Continue this process until the entire sign is populated with modules. Installation Guide Step 4: O Strip the ends of the wire 1/2 -inch (12.7 mm) on the modules (white and red) of adjacent columns that you want to connect. © Use UL approved wire connectors (twist -on or in -line connectors) and 18 AWG (0.82 mm wire to connect the corresponding wires. O Strip the end of the wire 1/2 -inch (12.7 mm) on the first column of modules and connect to the output of the power supply. Output connections must be red -to -red and white -to- black. NOTE: Each power supply will power up to 21 modules (14 ft./4.27 m) O Refer to the GEPS24 -80 Power Supply Installation Instructions for more information on connecting the power supply. Step 5: System Individual modules do not light. Check wire connection attachment and polarity of wires. Modules are dim. A WARNING! RISK OF ELECTRIC SHOCK: • Turn power OFF before inspection, installation or removal. • Properly ground Tetra Power Supply enclosure. RISK OF FIRE: • Follow all NEC and local codes. • Use only UL approved wire for input/output connections. Minimum size 18 AWG (0.82 mm Electrical Connections Troubleshooting Power Supply Solution Wire Connections Cap all unused wires Row of modules does not light. Check wire connections to power supply to ensure red -to -red and white -to -black connections. Check row -to -row polarity connections. Sign does not light. Check input voltage and check power supply input/output connections. Verify there are 21 or less PowerGrid modules per GEPS24 -80 power supply. Verify there is less than 20 ft. (6.1 m) of supply wire between LED modules and output of power supply. Conforms to the following standards: c us t S R' ( E 0 RoHS 6180 Halle Drive • Valley View, Ohio 44125 -4635 P: 216.606.6612 • F: 216.606.6599 • W: www.led.com • E: tetra @led.com Luminotion, LLC is a subsidiary of GE Consumer & Industrial. Tetra` is a trademark of Lumination. LLC. The GE brand and logo are trademarks of the General Electric Company 02007 Luminotion, LLC. Information provided is subject to change without notice. All values are design or typical values when measured under laboratory conditions SIGNO36- R091307 p DennisT. Mitchell NCARB, AIA. Architect BUILDING PERMIT REVIEW: FIRST COMMENT RESPONSE FOR ARCHITECTURE March 13, 2008 Tukwila Building Division Department Project Address: 633 Southcenter Permit number:-P45 b 0 7 — Owners: MAC Cosmetics Date Submitted: Re- submittal Date: Project Manager: Ken Miller To Whom It May Concern: We have reviewed the comments received by the Tukwila Building Division. Our responses correspond to the Plan Check Letter. Building Division Review Comments for Permit Applications 1. The newmat ceiling is not open to the plenum space – it is enclosed entirely in a gypsum board sheathed cove. Please see details 7 and 8/A6.1/ 2. Please see revised RCP, A3.0, revised Electrical Plans, and revised energy calculation worksheet. Fluorescent strip lighting under the newmat has been removed and replaced with more energy efficient LED lighting by GE. (cut sheets attached for your reference). The new lighting budget has been calculated to 1794 watts total for the entire store (under the allowed limit of 1796 watts). 3. Sprinkler drawings will be submitted for approval separately. No work will begin on sprinkler layout until approval is received. Should you require any additional information please contact us. Dennis T. Mitchell NCARB, CORRECTION OO1 458 rev= MAR 17 2008 'ERlvi IT CENTER DENNIS T. MITCHELL ARCHITECT *6031 WEST I -20, STE 260 *ARLINGTON, TX 76017 *817/ 483 -1146 *FAX 817/ 483 -7377 March 7, 2008 Deb Shields 1345 Gulf Rd Point Roberts WA 98281 Dear Ms. Shields, Sincerely, Brenda Holt Permit Coordinator encl File No. D07 -458 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: CORRECTION LETTER #3 Development Permit Application Number D07 -458 MAC Cosmetics — 807 Southcenter Mall This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning and Public Works Departments have no comments. Building Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. P:1Pennit Center\Coaection Letters\2007\D07 -458 Correction Ltr #3.DOC wer 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: March 06, 2008 Project Name: Mac Cosmetics Correction Letter #3 Permit #: D07 -458 Plan Review: Dave Larson, Senior Plans Examiner Tukwila Building Division Dave Larson, Senior Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Section 602.2.1 of the International Mechanical Code limits the smoke - developed index to not more than 50 when tested in accordance with ASTM E 84. Page 4 of the research data provided for the newmat ceiling material lists the smoke developed index at195. This material can't be used in conjunction with the plenum space above unless it is isolated by noncombustible construction. Please revise plans and details as necessary to address this issue. 2. The lighting budget provided shows the total proposed exceeding the total allowed by almost double. The - G48 fixtures do not meet all prescriptive requirements for unlimited lighting as, according to the Wa. State Energy Code Office, if you can't see the bulb it doesn't meet this prescriptive requirement. Luminaries need a reflector or louver assembly to direct the light. Bare lamp strip fixtures do not comply. This section was intended for typical 2 x 4 ceiling grid fixtures with open non - lensed reflector or louvered assemblies using 1 or 2 tube fixtures. The wattage for these fixtures alone exceed the maximum allowed for the entire space. Please revise lighting design as necessary. 3. I am still wondering how required sprinkler heads are located in relation to the Newmat ceiling. Do they actually penetrate the ceiling membrane or are the located around the perimeter? Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. February 12, 2008 Deb Shields 1345 Gulf Rd Point Roberts WA 98281 Dear Ms. Shields, Sincerely, 46,4 filow Brenda Holt Permit Coordinator encl File No. D07 -458 City of l ukt4 ll Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: CORRECTION LETTER #2 Development Permit Application Number D07 -458 MAC Cosmetics — 807 Southcenter Mall This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning and Public Works Departments have no comments. Building Department: David Larson at 206 431 -3678 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. P:\Pemit Center\ Correction Letters\2007\D07 -458 Correction Ltr #2.DOC wer 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: February 11, 2008 Project Name: Mac Cosmetics Permit #: D07 -458 Plan Review: Dave Larson, Senior Plans Examiner Tukwila Building Division Dave Larson, Senior Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Item 1 from my first correction letter requested documentation from a design professional to show compliance with section 2403.2 of 2006 IBC. Your revised plan only shows silicone at the corner joints. Other parallel butt joints are not noted as to how they are to be secured. I also noticed that the thickness of the glass is only '/4 of an inch. This seems a bit thin for such a large panel. Please provide additional documentation by a design professional, including calculations to justify compliance with the code section noted above. 2. Refer to item 2 on correction letter #1. I did not receive requested information about Newmat ceiling. 3. Item 3 of correction letter # 1 asked for door hardware for sliding glass doors. The locking mechanisms have still been left out. Since these doors are the only exits out of the space, they will need to be openable from the inside without any special knowledge or effort. Please provide the proposed locks and handles and where this hardware will be located for egress purposes. 4. Item 4 of correction letter #1 was addressed with a revised lighting budget. It still appears that you are doubling the allowed lighting wattage for the retail space but it is not clear how you are complying with chapter 15 of WSEC. Please be specific as to code section, exceptions used, tables and footnotes used and calculations used to gain this increase. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. January 3, 2008 Deb Shields 1345 Gulf Rd Point Roberts WA 98281 City of Tukwila Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D07 -458 MAC Cosmetics — 807 Southcenter Mall Dear Ms. Shields, Sincere Bill Rambo JC.0 Permit Technician encl File No. D07 -458 P:\Pemrit Center\Correction Letters \2007 D07 -458 Correction Ltr #1.DOC wer Steven M. Mullet, Mayor This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning and Public Works Departments have no comments. Building Department: David Larson at 206 431 -3678 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: December 312007 Project Name: MAC Cosmetics Permit #: D07 -458 Plan Review: Dave Larson, Senior Plans Examiner Tukwila Building Division Dave Larson, Senior Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 1 1x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please provide documentation from a design professional to show compliance with section 2403.2 of the 2006 IBC for the storefront glazing that is not supported on all four edges. 2. Provide information and details about Newmat ceiling. Do the sprinkler heads penetrate this ceiling? If the space above is a plenum, do the materials meet the flame spread and smoke development limitations of the IMC. 3. The door hardware was not listed for the sliding glass entry doors. Section 402.12 IBC requires these doors to be openable from the inside without any special knowledge or effort. Please include proposed hardware in plans. 4. A 1.5 watt increase was added to the lighting budget for the entire retail area. All light fixtures would need to comply with Footnotel0, items B and C of table 15 -1 of the WSEC. They do not appear to meet these specific requirements. Please review this table and respond to concerns justifying increase or propose a new lighting budget. 5. The vertical grab bar at side of toilet is not shown on page A4.2. See section 604.5.1 of ICC /ANSI A117.1 -2003. 6. The measurement along the wall behind the toilet needs to be 60 inches from the corner to the mop sink for wheelchair side access. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. ACTIVITY NUMBER: D07 -458 DATE: 04 -07 -08 PROJECT NAME: MAC COSMETICS SITE ADDRESS: 807 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 'I After Permit Issued DEPARTMENTS: • B i • g giof Publi Wor s 4 , of ETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 04 -1 0-08 Complete TUES/THURS R O TING: Please Route APPROVALS R CORRECTIONS: Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ?! 4 4 Fire Prevention Structural ❑ Permit Coordinator Incomplete Structural Review Required 116-- 4 Planning Division Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required C REVIEWER'S INITIALS: DATE: DUE DATE: 05 -08 -08 Approved Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: Building DiiYl'sion Public Works ❑ Complete Please Route Documents/routing slip.doc 2 -28-02 ``PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -458 DATE: 03 -18 -08 PROJECT NAME: MAC COSMETICS SITE ADDRESS: 807 SOUTHCENTER MALL Original Plan Submittal _ Response to Incomplete Letter # X Response to Correction Letter # 3 Revision # After Permit Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES/THURS ROk1TING: APPROVALS OR CORRECTIONS: Fire Prevention Structural Incomplete Structural Review Required Planning Division ❑ Permit Coordinator DUE DATE: 03-20-08 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required C REVIEWER'S INITIALS: DATE: DUE DATE: 04-17-08 C Approved ❑ Approved with Conditions 1 Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 -458 DATE: 02 -28 -08 PROJECT NAME: MAC COSMETICS SITE ADDRESS: 807 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # After Permit Issued DEPARTMENTS: itob ��V� t B din §Ioii Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 03 -04 -08 Complete TUES/THURS ROUTING: Please Route APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY PLAN �EVIEW /ROUTING SLIP d Fire Prevention Structural Incomplete Structural Review Required Planning Division ❑ Permit Coordinator X Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 04 -01 -08 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ET Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: kb S-1-0 Bldg Ec Fire ❑ Ping ❑ PW ❑ Staff Initials ACTIVITY NUMBER: D07 -458 DATE: 02 -04 -08 PROJECT NAME: MAC COSMETICS SITE ADDRESS: 807 SOUTHCENTER MALL Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Buildin Division Public Works Complete Comments: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n Planning Division ❑ Permit Coordinator n DUE DATE: 02-05-08 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 APPROVALS OR CORRECTIONS: No further Review Required DATE: DUE DATE: 03-04-08 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments)Ff Notation: REVIEWER'S INITIALS: DATE: n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg [3 Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07-458 DATE: 12-12-07 PROJECT NAME: MAC COSMETICS SITE ADDRESS: 807 SOUTHCENTER MALL X Original Plan Submittal . Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: dttivi4 Buildin g ivsion Public Works ci 44- - 1 Complete Please Route Documents/routing slip.doc 2-28-02 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP 1 1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) 1 Incomplete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS R UTING: Structural Review Required 61( Mb Fire Prevention Planning Division Structural El] Permit Coordinator DUE DATE: 12-18-07 Not Applicable No further Review Required n REVIEWER'S INITIALS: DATE: DUE DATE: 01-15-08 n APPROVALS OR CORRECTIONS: Approved Approved with Conditions Not Approved (attach comments) IV Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 1 Departments issued corrections: Bldg1T Fire 0 Ping 0 PW 0 Staff REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS STAFF I TIALS I 4 -1- 00 Summary of Revision: 0c(l (i �n Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS STAFF I TIALS I 4 -1- 00 Summary of Revision: 0c(l (i �n Received by: REVISION NO. DATE RECEIVED STAFF INITIALS STAFF INITIALS ISSUED DATE STAFF I TIALS I 4 -1- 00 044, 0c(l (i �n Received by: Received by: Summary of Revision: C,kvn9 Cei 1;vvi h.eic Avg ( de &I i n Received by: C;0447,Jey AeL_ 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: MAC C3`n - C S PERMIT NO: ``"L)O SITE ADDRESS: ZQ1 Sou-k. Aalil ORIGINAL ISSUE DATE: 3-xl -o REVISION LOG (please print) (please print) (please print) ease 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: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fad etc. Date: 0 g Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # 23 Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: M A C- Cos tnJ S0 61 # 4113 / t `a Q Project Address: 6 33 Sou -c¢ -lz- e l v Cl ` Contact Person: Arket kx)vl cri- W 1'4-641 4-641 t � Phone Number: e=766 46 ` 1W3 7 Summary of Revision: C AAt h . r�, �► e )o l ni h l lie Sheet Number(s): it a• 0 A `Z , f 0 A L1 o I "Cloud" or highlight all areas o r evision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on \applications\fomu- applications on linelrevision submittal Created: 8 -13 -2004 Revised: Er NNW Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED CITY OFTUKINILA PERMIT CENTER Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, far, etc. Date: ❑ Response to Incomplete Letter # Er Response to Correction Letter # .3 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: rn fir Project Address: 307 66 u M ee.ri 1 e" M4 (I , TLLI`ty: /0( ICA Contact Person: Ke,-, Pi (I Ar Phone Number: 4 f / S-37/ - Ogee K / Summary of Revision: Se P. 1• Sheet Number(s): A 3 .4) "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Er Entered in Permits Plus on 7 ("7-08 lapplicationslforms- applications on Iinelrevision submittal Created: 8 -13 -2004 12 pvispel• 4%7(0 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: /hvww.ci.tukwilawa.us Plan ChecWPermit Number: 6 7 -4/57 Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED Ofl i•OF TYRWILA MAR 1 ' f ZUOB "ENTER 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.citukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ra f a S I CE n v 0 crk- M a rA ,At ro. S tT Plan Check/Permit Number: ,i67 — ,�j ❑ Response to Incomplete Letter # 521 Response to Correction Letter # 2. ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: ./AA £' C n s rn.e--17 G s s )o Uth C11--t - -o— A 4 -- a-Lie " Project Address: Contact Person: /J/ ( S ' . /J Phone Number: od - q --a 7 Q - 7 Summary of Revision: �— c o vr�1r' vs lie 4 e & �- l jih 0.11 s 3 ( -/ i b C 1 � 'I . I a-14 a rk_S P r -e CA' /P) -a�� G� �r,� -� a p.. s L )- Sheet Number(s): 4 A3.0 A5-.0 , A Se I "Cloud" or highlight all areas of revision incjlading date o rev Received at the City of Tukwila Permit Center by: —Entered in Permits Plus on a -. ` 0 8' \applicationslforms- applications on line\rcvvision submittal Created: 8 -13 -2004 Revised: Steven M Mullet, Mayor Steve Lancaster, Director RECEIVED CITY OF TUKWILA FEB 2 8 2008 ,)E iMfY CENTER City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mai4 fa; etc. Date: G joy / 65‹ Plan Check/Permit Number: Db7_ Lis ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: /11 AC Rib, r;t5e -(- c,S Project Address: ('33 Contact Person: a�a , Phone Number: one, y‘ 5' 9 '/37 Summary of Revision: Sae., a t. J- I-arI J Sheet Number(s): A C- a 4'/ ? , Xi v• 6 .., 4 5.,I "Cloud" or highlight all areas df revision including date of revision Received at the City of Tukwila Permit Center by: 4 kr Entered in Permits Plus on lapplicationslfoms- applications on linekevision submittal rmtrit• a- t * -,nna 1M Steven Al. Mullet, Mayor Steve Lancaster, Director CITY D - ry, .# FE B 0 4 2008 f '�N1►9t t CENTE1-1 Architect January 29, 2008 Tukwila Building Division Department Project Address: 633 Southcenter Permit number: PG07 -335 Owners: MAC Cosmetics Date Submitted: Re- submittal Date: Project Manager: Ken Miller To Whom It May Concern: We have reviewed the comments received by the Tukwila Building Division. Our responses correspond to the Plan Check Letter. Building Division Review Comments for Permit Applications Mechanical Plan Check: 1. Please see revised plumbing drawing M2.2 Building Plan Check: 1. Please see revised elevations and enlarged partial floor plans A5.0 and A5.1— glazing corners are to be sealed with structural silicone sealant. 2. Please see attached documentation from Newmat manufacturer. 3. Please see A0.2, "Hardware Groups" for hardware of sliding entry doors. Please also see Notes #1 and #3 under "Door and hardware notes." 4. Please see revised lighting budget worksheet attached. 5. Please see A4.2, Restroom Interior Elevations. 6. Please see A4.2, Restroom Interior Elevations. Sh ld you require any additional infg at Si erely, DennisT. Mitchell NCARB, AIA. REGISTERED ARCHITECT DENNIS T. I TCHELL D - nnis T. Mitchell NCARB, AIA STATE OF WASHINGTON ct the writer. DENNIS T. MITCHELL ARCHITECT *6031 WEST I -20, STE 260 *ARLINGTON, TX 76017 *817/ 483 - 1146 *FAX 817/ 483 -7377 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 I N 1- N 2 Drinking fountain (each head) .5 ;AD e vii..o! Hose bibb (interior) 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 1 i Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 ( I. 5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Water closet, tank or valve, 1.6 GPF 6 3 S Water closet, tank or valve, >1.6 GPF 8 4 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.) new sewer customers. The charge is collected semi - annually. 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. 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 the 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 (Please print or type) Owner's Name � V ,'n i- e- l j 616001<-1- OP I (Last, First, Middla Initial) Subdivision Name Subdiv. # Block , # �t A q Building Name (if applicable) ` )1.44t cz +� /Vt? X. Property Street Address 20 .ary 017a Lot # City, State, ZIP / U LAJA Owner's Phone Number ( ' J b ) ' 1 3 4761 Owner's Mailing Address (if different from above) 111�G w/ ,5J:'rt Eiv' l c , 5 A t 5 CfJ T i e ' ' 5 644 h: 7t$1 A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units _ RCE or >'t . .Mont :... 1058 (Rev. 1/03) ``07 -'iSS White - King County Property Tax ID It Party to be Billed (if different from owner) Party's Mailing Address: E f t'".`td+t r , ``' • tic 7 67 5 +" Av-� A/o4 yrwic NY /6I5_5 City or Sewer District ' 7 K : 10. Date of Connection 771P Side Sewer Permit # or Property Contact Phone # ( Demolition of pre- existing building? ❑ YesXI No Type of building demolished Sewer disconnect date 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 A //4 _ Q RCE King County Department of Natural Resources and Parks RCE Rte. E w ='i DEC 12 2007 PERMIT CENTER.- 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 corrected data for determination of a revised capacity charge. Signature of Owner/ �" / Representative vl.' G Print Name of Own Representative I arci 'i7 ytttc(`4 Date 12-10 ( 6 Yellow - Local Sewer Agency Pink - Sewer Customer ti r"Mit rY• License Information License DAVIDNB044QL Licensee Name DAVID A NICE BUILDERS INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601735264 Ind. Ins. Account Id Business Type CORPORATION Address 1 4571 WARE CREEK RD Address 2 01/01/1980 City WILLIAMSBURG County OUT OF STATE State VA Zip 23188 Phone 7575663032 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 11/13/1996 Expiration Date 4/18/2009 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date NICE, DAVID A 01/01/1980 NICE, DEBORAH L 01/01/1980 MOORE, CECIL G AGENT 01/01/1980 01/01/1980 Look Up a Contractor, Electrir;an or Plumber License Detail Page 1 of 3 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. Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date TRAVELERS CAS & Until https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= DAVIDNB044QL 03/27/2008 NOTE: LIGHT FIXTURE TRIM TO MATCH COLOR OF SURFACE IN WHICH THEY ARE MOUNTED ON. 1. EMERGENCY LIGHTS TO BE INSTALLED ON SEPARATE CIRCUIT. 2. IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO SUBMIT PLANS FOR MODIFICATION OF THE FIRE SPRINKLER SYSTEM AS REQUIRED TO ACCOMODATE THE NEW TENANT SPACE. G.C. MUST USE LANDLORD APPROVED SPRINKLER CONTRACTOR FOR ALTERATIONS. SUBMIT SHOP DRAWINGS TO THE LANDLORD, OWNER AND ARCHITECT FOR REVIEW. 3. ALL FINISHING AND PAINTING REQUIREMENTS SHALL BE DIRECTED TO THE FINISH SCHEDULE, SPECIFICATIONS, AND INTERIOR ELEVATIONS. 4. ALL SPRINKLER HEADS IN GYPSUM CEILING SHALL BE FULLY CONCEALED TYPE: RELIABLE MODEL #G4 WITH WITH FLUSH WHITE COVER PLATE. 5. ALL LIGHT FIXTURES INCLUDING EXIT LIGHTS, EMERGENCY LIGHTS, ETC. SHALL BE FURNISHED BY OWNER AND INSTALLED BY THE CONTRACTOR. n 1701 ACT CEILING, SEE 4, 5, 6/A6.1 CEILING PLAN GENERAL NOTES 6. CONTRACTOR TO USE LASER FOR LEVELING OF ALL SOFFITS, CEILINGS AND SUSPENDED GRIDS. 7. ELECTRICAL CONTRACTOR TO VERIFY THAT EXISTING SERVICE IS ADEQUATE FOR DESIGN LOADS. IF NOT, NOTIFY ARCHITECT IMMEDIATELY. 8. ALL EQUIPMENT SHALL BEAR UL LABELS. 9. ELECTRICAL CONTRACTOR MUST PROVIDE AN IDENTIFICATION NAMEPLATE ON TENANTS MAIN ELECTRICAL SERVICE FUSIBLE DISCONNECT SWITCH IN LANDLORD'S DISTRIBUTION PANEL. NAMEPLATE MUST BE 1/8" THICK PLASTIC, BLACK ON WHITE ETCHED TO LEAVE WHITE LETTERS. THE SIZE SHALL BE ONE -INCH HIGH BY REQUIRED LENGTH, WITH TENANT'S SPACE NUMBER ENGRAVED ON IT. PERMANENTLY AFFIX TO DISTRIBUTION PANEL. 10.SEE ELECTRICAL DRAWINGS FOR EMERGENCY & NIGHT LIGHTS. 11. ARCHITECT IS NOT RESPONSIBLE FOR TITLE 24 SPECIAL INSPECTIONS AND TESTING. ALL TITLE 24 SPECIAL INSPECTIONS AND TESTING REQUIRED ON THE PROJECT SHALL BE PERFORMED BY A QUALIFIED THIRD PARTY CONTRACTOR, ENGINEER, OR LICENSED TITLE 24 PROFESSIONAL. AKER �ii s. *_ �F❑ � FD X 2X a ~.FD Iii c �� � '& USER 'ji 'FFIT BELOW URTAIN 3. -3" STOCK ROOM 10' -0" MGR. OFFICE 8' -0" RESTROOM 8' -0" 8' -1" SYMBOL B O 0 D n LIGHT TYPE RECESSED HALOGEN DOWNLIGHT RECESSED FLOURESCENT DOWNLIGHT 3500K INTEGRAL BALLAST FLOURESCENTS 3500K INTEGRAL BALLAST FLOURESCENTS 3500K INTEGRAL BALLAST FLOURESCENTS MERCURY 3500K INTEGRAL BAL FLOURESCENTS 3500K INTEGRAL BALLAST FLOURESCENTS 101 CM -2, PT -2 RECESSED COVE FOR TASSEL CURTAIN, ALIGN TERMINATION W/ PMU DESK BELOW MILLWORK BELOW SHAWN DASHED BUSRUN 1 X 4 RETURN BOTTOM OF GYP. BD. SOFFIT - SEE ELEVATIONS CEILING PLAN SYMBOL LEGEND MANUF. COOPER METALUX (3) OSRAM SYLVANIA RECESSED FLOURESCENT OR LIGHTOLIER 2GC- 332 -A- 120 -EB81 F032 /835/XPS /ECO 2X4 LENSED TROFFER EQUIVALENT ARDEE LIGHTING COOPER PORTFOLIO MERCURY MERCURY MERCURY GYP. BD CEILING @ 8' -1" MODEL NUMBER DL21WH SALES 13' -7" C6226-E- 6251 -H- TRM6-P MB- 1- 35- T5- C- ELB -UNI MB-1 - 14 -T5 -C -ELB -U N I LAMP DESCRIPTION (1) OSRAM SYLVANIA 37W /MR16 /IR/NFL25 /C /12V (2) OSRAM SYLVANIA 26W /GX24Q -3/835 (1) 35W/1 (1) 14W/T5/825 (1) 21W/T5/825 (1) 28W/T5/825 ALIGN BUSRUN W/ SOFFIT ANGLE CHANGE & COLUMN WRAP SIGNAGE FASCIA @ 10' -0" A.F.F T.O. TRANSOM @ 13` -7" A.F.F. ABOVE GYP. BD. SOFFIT @ 11'-4" NEWMAT CEILING FRAME, S ELEVATIONS QTY. 4 3 5 0 0 MB- 1- 21 -T5 -C- ELB -UNI MB-1 - 28 -T5 -C- ELB -U N I 0 GYP. BD. SOFFIT @ 8' -1" 1 x 4 RETURN SYMBOL v ©AD-r ® AD-5 GYP. BD. CEILING @1N-7 SEE 1, 2,3 & 6/A6.1 LIGHT TYPE CHAIN /SURFACE MOUNTED FLOURESCENT FIXTURE TRACK HEAD FLOOD, SILVER RECESSED FLOOD DOWNLIGHT RECESSED SPOT DOWNLIGHT GFRG ACCESS PANEL C t. OUTLETS MANUF. LITHONIA ERCO ERCO ERCO EXIT SIGN (SALES FLOOR) LIGHTALARMS EXIT SIGN (STOCKROOM) LITHONIA WIND -LOCK 48" X 12" ACCESS PANEL ON TOPSIDE OF FASCIA SOFFIT BUSRUN EXIT SIGN - CENTER IN OPENING SIGNAGE FASCIA @ 10 -0" A.F.F. T.O. TRANSOM @ 13' -7" A.F.F. ABOVE SURFACE MOUNTED DIFFUSERS - SEE MECH. DWGS. PROVIDE REVEAL TO CONTINUE LINE OF FLOWBAR AROUND SOFFIT. BUSRUN 48" X 12" ACCESS PANEL ON TOPSIDE OF FASCIA SOFFIT BOTTOM OF GYP. BD. SOFFIT - SEE ELEVATIONS Pier review approval is subject to erroas and omissions. Approval of construction documents does not authorize the violation of ans opted code or ordinance. Rip of approved Field - condltans is ald�ed : ce REFLECTED CEILING PLAN SCALE 1/4 1 0 REVISION N DO7 '-158 MODEL NUMBER L- 1- 48- 120- GEB -HC38 73.752.053 88.131 88.130 SPLEDWRCZ LE- S -1 -ELN TR -AP018 --REVIEWED COMPLIANCE CODE APPROVED APR 1 008 Of Tukwila I N , DIVISION SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing Er Gas Piping City of Tukwila BU1LD1N0 D1il1SION RE4 No changes shall be made to the scorn of work without prior approval of Tukwila Building Division NOTE: Revisions will require a new plan submittal and may include additional plan review fees F6LE CO Permit No. V0 By �/ Date . If,A 6Y, City of Tukwila BUILDING DIVISION LAMP DESCRIPTION (2) 32W T8 OSRAM SYLVANIA 37 W /BT40/I R/12V /40 /CS/ GY6.35 T4/90W/12V/GY6.35/1750M T4/90W/1 2V/GY6.3 5/ 175 0 LM LED W /FIXTURE QTY. 0 0 1 2 2 Architect Issue No. Job Title MAC SOUTHCENTER Job Address Drawn By: Checked By: KM DTM Job No. 07025 Scale 1/4"=1 Sheet No. . 111:._.. Dennis T Mitchell NCARB, AIA 6031 1.20 WEST, SUITE 260 ARLINGTON, TX 76017 817.265 -2415 FAX 817. 483.7377 DTMArch itect @DTMArchitect.com AA - IITEcT MA 3 1 2008 DEWS T. WW1 L STATE Of WASHNOTON i 807 SOUTHCENTER MALL TUKWILA, WA 98188 Sheet Title REFLECTED CEILING PLAN RECEIVED APR 07 2008 PERMIT CENTER A3.0 Date PERMIT SET 11.30.07 BID SET 01.25.08 BUILDING DEPT. COMMENTS 02.22.08 OWNER COMMENTS 02.28.08 ELECTRICAL COMMENTS 03.13.08 OWNER DESIGN CHANGES 03.26.08 Written dimensions on these drawings shall have precedence over scaled dimensions. Drawings shall not be scaled. Contractors shall verify, and be responsible for, all dimensions and conditions shown by these drawings. Shop details must be submitted to this office for approval before proceeding with fabrications. The drawings and their design content are the sole property of the Architect and may not be reused or reproduced in any manner without our express written consent. (E) MALL BULKHEAD MATCH BULKHEAD FINISH pi MALL BULKHEAD • +15' -0" V.I.F. 3/4" ANNODIZED ALUM REVEAL 3 5/8" 20 GA. MTL. SLIP TRACK W/ #10 SMS. @12 "O.C.TYP. 3 5/8" 20 GA. 48" O.C. MAX. ICBO# 4943. di B.O. GYP. BD. CEILING • +13' -7" V.I.F. 3/4" PLYWOOD PAINTED DUROPLEX MTL. STUD HEADER, S.S.D. CONCEALED GLAZING CHANNEL 1/4" CLR. GLAZING 66 B.O. SIGNAGE FASCIA +10' -0" V.I.F. SIGNAGE -SEE ELEVATIONS STEEL BEAM - S.S.D. MTL. FRAMING, SEE S.S.D. 3/4" PLYWOOD POWDER COATED BREAK METAL (4 SIDES) SIGNAGE FASCIA 1/4" CLEAR TEMPERED GLAZING (E) NEUTRAL PIER BEYOND BRUSHED 5.5. SILL FINISH FLOOR +0' -0" V.I.F. 6" MAX. STOREFRONT SECTION 1- 3 SCALE: MALL BULKHEAD +15' -0" A.F.F. pik SALES CEILING +13' -7" A.F.F. SECURITY STROBE da BOXED GYP. BD. SOFFIT +11' -4" A.F.F. GLASS BREAK MOTION DETECTOR FIRE STROBE OUTLET h FINISH FLOOR +0 -0" SALES CEILING +13' -7" A.F.F. B.O. SIGNAGE FASCIA/ NEWMAT +10 -0" A.F.F. BOXED GYP. BD. SOFFIT NV +11 -4" A.F.F. rl c iiik B.O. SIGNAGE FASCIA/ NEWMAT • +10' -0" A.F.F. r PLANE CHANGE I ♦ S 1 PT -2 1211 4111D CD CD 12111 4111D0 PT -2 PL -2 PT -7 • XXL POSTER BOX B -1 SURFACE MOUNTED DIFFUSER - SEE MECH. DWGS. ALIGN MS -C MS -C CID MU MU 8 -2 PLANE CHANGE • T.O. MILLWORK/ B.O. SOFFIT NV +8' -1 1/2" A.F.F. XXL POSTER BOX (PT -2) (PT -2) 4T -7> PT -2> (PL -5) (MT -2) (CM -2) (PL -2) (PT -7) 4" FACELIT COLITE MAC LOGO TYP. (PT -1 A> TYP. PLANE CHANGE INTERIOR ELEVATION 1 - WED FOR CODE COMPLIANC APPROVE APR 1. A. 2t1tf Cif,► Of Tukwili DING D TSI M GLASS BREAK MOTION DETECTOR FIRE STROBE ( B - 2 PT7 OUTLET PT -7) SCALE: 1/4"-V-0" INTERIOR ELEVATION SCALE: 1/4"-V-0" Issue No. Job Address Architect PERMIT SET BID SET OWNER COMMENTS 02.28.08 ELECTRICAL COMMENTS 03.13.08 OWNER DESIGN CHANGES 03.26.08 Job Title MAC SOUTHCENTER 807 SOUTHCENTER MALL TUKWILA, WA 98188 Sheet Title INTERIOR ELEVATIONS Drawn By: Checked By: KM DTM Job No. 07025 Scale as noted Sheet No. Dennis T Mitchell NCARB, AIA 6031 1.20 WEST, SUITE 260 ARLINGTON, TX 76017 817.265-2415 FAX 817- 483 -7377 DTMArch itect@DTMArchitect.com 1r1tfH TECT \A R 1 2008 DENNIS T. Eil CVELL STATE OF WiASI1iN ETON RECEIVED APR 07 2008 PERMIT CENTER- A4.0 Date 11.30.07 01.25.08 Written dimensions on these drawings shall have precedence over scaled dimensions. Drawings shall not be scaled. Contractors shall verify, and be responsible for, all dimensions and conditions shown by these drawings. Shop details must be submitted to this office for approval before proceeding with fabrications. The drawings and their design content are the sole properly of the Architect and may not he reused or reproduced in any manner without ow express written consent. SALES CEILING +13' -7" A.F.F. piiik BOXED GYP. BD. SOFFIT +11' -4" A.F.F. B.O. SIGNAGE FASCIA/ NEWMAT +10' -0" A.F.F. T.O. MILLWORK/ B.O. SOFFIT +8' -1 1 /2" A.F.F. pis FINISH FLOOR +o' -D" a& MALL BULKHEAD +15' -0" A.F.F. 6101 SALES CEILING +13' -7" A.F.F. ga BOXED GYP. BD. SOFFIT +11' -4" A.F.F. T.O. MILLWORK/ B.O. SOFFIT +8' -1 1/2" A.F.F. oi ls FINISH FLOOR +0' -0" C PL 5> PT 2) Jah T.O. SIGNAGE FASCIA/ NEWMAT x-10 -0" A.F.F. ri (GL -3) PLANE CHANGE (PT -2 MIRROR TO 10-0" A.F.F. ' 8 -1 V. BLACK POWDER COATED METAL SLIDING GLASS PANELS W/ CR LAURENCE SGH8SC HANDLES PT -1A) EXIT SIGN (CM 2) BRUSHED S.S. SILL C PT -1A> (CM 2 r SLIDING GLASS PANELS W/ CR ' ' ' BRUSHED S.S.SILL, TYP. LAURENCE SGH8SC HANDLES PLANE CHANGE PLANE CHANGE (PT-1A) (PT -2) I BLACK POWDER COATED METAL (PT -2 MALL FINISH PLANE CHANGE MITRE ALL CORNERS MITRE ALL CORNERS EXISTING NEUTRAL PEIR TO REMAIN N l _.- REVIEWED o CODE COMPLIANCE APPROVED RR 1n ?-ON City Of Tukwila B ILDING oO�v INTERIOR ELEVATION SCALE: 1 /2 " =1-0" PL -5 INTERIOR ELEVATION SCALE: 1 /2 " =1-0" Issue No. oil ail Ill @mll Job Address Architect PERMIT SET 11.30.07 BID SET 01.25.08 OWNER COMMENTS 02.28.08 ELECTRICAL COMMENTS 03.13.08 OWNER DESIGN CHANGES 03.26.08 Job Title MAC SOUTHCENTER 807 SOUTHCENTER MALL TUKWILA, WA 98188 Sheet Title INTERIOR ELEVATIONS Drawn By: KM Job No. 07025 Scale as noted Sheet No. Checked By: DTM Dennis T Mitchell NCARB, AIA 6031 I.20 WEST, SUITE 260 ARLINGTON, TX 76017 817.265.2415 FAX 81 7-483-7377 DTMArchitect @DTMArchitect.com RECEIVED APR 07 2008 PERMIT CENTER A4.1 Date Written dimensions an these drawings shall have precedence over scaled dimensions. drawings shall not be scaled. Contractors shall verify, and be responsible for, all dimensions and conditions shown by these drawings. Shop details must be submitted to this office for approval before proceeding with fabrications. The drawings and their design content are the sale property of the Architect and may not be reused or reproduced in any manner without our express written consent. SPACE NAME SQ. FT. OCC. LOAD % OF TOTAL SALES AREA 1033.2 SF /30 = 34.4 74% STOCK ROOM 270 SF /300 = .9 19% MANAGER'S OFFICE 48.6 SF /100 = .5 3% RESTROOM 50.4 SF /300 = .2 4% TOTAL 1402.2 SF 36 100.0% TOTAL EXITS REQUIRED 1 TOT. EXITS PROVIDED 1 VICINITY MAP 0 101 D '4- ti. A iV y �•.rrm X �rx :is SYMBOLS . : M MALL PLAN GRID BUBBLE ROOM NUMBER FINISH NUMBER REVISION ELEV. HT. REFERENCE al i i • GEOGRAPHICAL NORTH PROJECT NORTH WALL TYPE 101 • • FY icS INTERIOR ELEVATION DOOR NUMBER DETAIL REFERENCE ELEVATION REFERENCE SECTION REFERENCE DETAIL REFERENCE 1 • xte MALL LOCATION STORE LOCATION ABBREVIATIONS (E) (N) AC ADD. AFF ARCH. B.O. B.O.H. BD BLDG. BULL. C.L. C.O. CLG. CLR. CMU. COL. CONC. CONT. COORD. CORR. CTR. DEMO. DF DIA. DIM. DTL. DR. DWG(S). E ELEC. ELEV. EQ. ETC. F.T. FF. FIN. FIXT. FLR. FT. IN. I NT. LAV. LBS. AND EXISTING NEW AT AIR CONDITIONING ADDENDUM ABOVE FINISHED FLOOR ARCHITECT OR ARCHITECTURAL BOTTOM OF BACK OF HOUSE BOARD BUILDING BULLETIN CENTER LINE CLEAN OUT CEILING CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE CONTINUED OR CONTINUOUS COORDINATE CORRIDOR CENTER DEMOLITION DRINKING FOUNTAIN DIAMETER DIMENSION DETAIL DOOR DRAWING(S) EAST ELECTRICAL ELEVATION EQUAL ETCETERA FIRE TREATED FLOOR FINISH FINISH OR FINISHED FIXTURE FLOOR FOOT / FEET GA. GAUGE GALV. GALVANIZED GEN. GENERAL G.W.B. GYPSUM BOARD GYP. GYPSUM H.C. HANDICAPPED OR HOLLOW CORE H.M. HOLLOW METAL H.V.A.C. HEATING, VENTILATION & AIR COND. HDWR. HARDWARE HR. HOUR HT. HEIGHT INCH(ES) INTERIOR LANDLORD OR LEASELINE LAVATORY POUNDS M.D.F MACH. MAX. MECH. MEZZ. MFG. MGR. MIN. MISC. MTD MTL. N NORTH N.T.S. NOT TO SCALE N/A NOT APPLICABLE NIC NOT IN CONTRACT O.C. ON CENTER O.D. OUTSIDE DIAMETER 0/ OVER OPP. OPPOSITE PART. PARTITION PJ PROJECT PLUMB. PLUMBING PLYWD. PLYWOOD R R.C.P. REF. REQ'D REV. RM. S S.C. S.F. S.S. SCH. SECT. SHT. SIM. SPEC. SQ. SSD STD. STL. STOR. STRUCT. SUSP. RADIUS REFLECTED CEILING PLAN REFERENCE REQUIRED REVISION - ROOM T &G TBD T.O. TEL. TEMP. TYP. TYPICAL U.B.C. U.S. UON UC VCT VIF VEST. MEDIUM DENSITY FIBERBOARD MACHINE MAXIMUM MECHANICAL MEZZANINE MANUFACTURER MANAGER MINIMUM MISCELLANEOUS MOUNTED METAL METAL SOUTH SUSPENDED CEILING SQUARE FOOTAGE STOREFRONT STAINLESS STEEL SCHEDULE SECTION SHEET SIMILAR SPECIFICATION (5) SQUARE SEE STRUCTURAL DRAWINGS STANDARD (5) STEEL STORAGE STRUCTURE OR STRUCTURAL SUSPENDED TONGUE AND GROOVE TO BE DETERMINED TOP OF TELEPHONE TEMPERED OR TEMPORARY UNIFORM BUILDING CODE UNDER SIDE UNLESS OTHERWISE NOTED UNDER COUNTER VINYL COMPOSITION TILE VERIFY IN FIELD VESTIBULE CONTACT: PHONE: FAX: EMAIL: SOUTHCENTER MALL 633 SOUTH CENTER PKWY TUKWILA, WA 98188 VENDOR LIST STOCKROOM SHELVING & LOCKERS: MEG SHELVING 502 S. GREEN STREET P.O. BOX 240 CAMBRIDGE CITY, IN 47327 LIGHTING SUPPLIER: REXEL CAPITOL LIGHT 270 LOCUST STREET HARTFORD, CT 06141 AUDIO/ VISUAL: PLAY NETWORK TELECOM INSTALLER: AMANDA CARMACK 765.478.3141 X 229 765.478.4439 acarmack@ megfixtures.com CONTACT: MACIEJ WOLSKI PHONE: 860.524.1478 x2388 FAX: 209.315.5663 CONTACT: NADINE ZGONIC PHONE: 425.497.8100 FAX: 425.497.8181 CONTACT: TESS DOUGLAS, PM PHONE: 425.629.2747 BLACK BOX NETWORKS SERVICES 16305 36TH AVENUE NORTH, SUITE 100 PLYMOUTH, MN 55446 CONTACT: DAN KRUTH PHONE: 763.268.1840 FAX: 763.559.8415 ESTEE LAUDER TELEPHONE: CONTACT: JAMES BELL PHONE: 212.572.4750 FAX: 212.572.3886 ESTEE LAUDER DATA: CONTACT: KATHY WACHSWENDER PHONE: 631.531.1224 FAX: 631.531.1449 ESTEE LAUDER INFORMATION SYSTEMS: CONTACT: STEVE LENT PHONE: 631.752.5622 FAX: 631.752.5667 LOCKSMITH: LI LOCKSMITH & ALARM CONTACT: MIKE KAYE PHONE: 516.9312273 FAX: 516.931.2369 DIRECTORY TENANT: ESTEE LAUDER RETAIL STORE DEVELOPMENT 767 5TH AVENUE NEW YORK, NY 10153 CONTACT: SEAN MACMILLAN PHONE: 212.277.2513 FAX: 212.756.4863 ARCHITECT: DENNIS T. MITCHELL 6031 I -20 WEST, SUITE 260 ARLINGTON, TX 76017 CONTACT: DENNIS T. MITCHELL PHONE: 817.265.2415 DESIGN CONSULTANT: WILLIAM DUFF 101 HOWARD STREET, SUITE E SAN FRANSCISO, CA 94105 CONTACT: KEN MILLER PHONE: 415.371.0900 FAX: 415.371.0800 ESTEE LAUDER LOSS PREVENTION: CONTACT: DIERDRE GENNOSA LANGE PHONE: 631.847.8593 FAX: 631.847.8590 CONTACT: JOE SPANATO PHONE: 631.847.8588 FAX: 631.847.8590 SECURITY SYSTEMS: CHECKPOINT SECURITY SYSTEMS CONTACT: MICHELLE GARDAS PHONE: 201.222.5152 CONTACT: ALAN GARVIN PHONE: 201.222.5152 LED SIGNAGE: COLITE INTERNATIONAL, LTD. 229 PARSON STREET WEST COLUMBIA, SC 29169 CONTACT: PHONE: FAX: CONTACT: PHONE: FAX: CATCO CERAMIC TILE: FABRIC CEILING: TASSEL CURTAIN: CHRIS ZAMMIELLO 803.926.7926 EXT. 134 803.926.8412 JAMES PEREZ 803.926.7926 EXT. 197 803.926.8412 TOWN & COUNTRY 230 5TH AVENUE, SUITE 1606 NEW YORK, NY 10001 PHONE: 212.679.0312 FAX: 212.689.0967 NEWMAT USA, LTD. 25 SURRYHILL PLACE HUNTINGTON, NY 11743 CONTACT: PASCAL GICQUEL PHONE: 631.261.1498 FAX: 631.261.1756 CIRCLE VISUAL, INC. 263 WEST 38TH STREET, 13TH FLOOR NEW YORK, NY 10018 CONTACT: SERGIO MAGANA PHONE: 212.719.5153 FAX: 212.704,0918 LANDLORD: WESTFIELD CORPORATION, INC. 11601 WILSHIRE BLVD., SUITE 1100 LOS ANGELES, CA 90025 CONTACT: JOSHUA KIMMEL PHONE: 310.893.4761 FAX: 310.575.5991 GENERAL CONTRACTOR: TBD FIXTURE CONTRACTOR TBD BUILDING DEPARTMENT: CITY OF TUKWILA BUILDING DIVISION 6300 SOUTHCENTER BLVD #100 TUKWILA, WA 98188 PHONE: FAX: 206.431.3670 206.431.3665 INTERFACE ENGINEERING 214 GRANT AVENUE, SUITE 450 SAN FRANCISCO, CA 94108 MECHANICAL: CONTACT: ED DAVID PHONE: 415.489.7243 FAX: 415.489.7289 ELECTRICAL: CONTACT: JASON LAU PHONE: 415.489.7244 FAX: 415.489.7289 - )014,o PROJECT INFORMATION PROJECT DESCRIPTION AND SCOPE OF WORK: INTERIOR TENANT IMPROVEMENT CONSISTING OF (N) STOREFRONT, INTERIOR PARTITIONS, FINISHES, HVAC, ELECTRICAL & PLUMBING. PROPOSED USE OCCUPANCY TYPE CONSTRUCTION TYPE : PARKING TOTAL APPLICABLE CODES: STORE AREA CALCULATIONS: ELECTRICAL ENGINEER: MERCANTILE GROUP M (MERCANTILE) TYPE II, UNPROTECTED, NONCOMBUSTIBLE (E) SPACES TO REMAIN AS PROVIDED BY MALL 2006 INTERNATIONAL BUILDING CODE W/ WASHINGTON STATE AMENDMENTS 2006 INTERNATIONAL MECHANICAL CODE W/ WASHINGTON STATE AMENDMENTS 2006 UNIFORM PLUMBING CODE W/ WASHINGTON STATE AMENDMENTS 2006 NATIONAL ELECTRICAL CODE W/ WACHINGTON AMENDMENTS 2006 INTERNATIONAL FIRE CODE W/ WASHINGTON AMENDMENTS 2006 CHAPTER 11 IBC & OTHER INTERNATIONAL BUILDING CODE REQUIREMENTS FOR BARRIER FREE DESIGN ACCESS INC. ICC/ ANSI A1121 ALL OTHER APPLICABLE CITY AND COUNTY LAWS AND ORDINANCES FEpARAATE r: RMTT AND A, TROVAL REQUIRED REVISIONS_ No changes shall b me ade toth e scor 7 P of work without prior approval of Tukwila Building Division, NOTE: Revisions will require a new plan suhmit+al and may include additional plan revimm f SEPARATE PERMIT REQUIRED FOR: I( echanical LR Electrical Thumbing Was Piping City of Tukwila LBUfL ®1PlG DIVISIC SHEET INDEX ARCHITECTURAL A0.0 COVER SHEET A0.1 MATERIAL & RESPONSIBILITY A0.2 DOOR SCHEDULE A1.0 EXISTING PLANS A2.0 FLOOR PLAN A2.1 FIXTURE PLAN A2.2 POWER & SECURITY PLAN A3.0 RCP A4.0 INTERIOR ELEVATIONS A4.1 INTERIOR ELEVATIONS A4.2 INTERIOR ELEVATIONS & ENLARGED PL A5.0 STOREFRONT ELEVATION A5.1 STOREFRONT ELEVATION A6.0 WALL DETAILS A6.1 CEILING DETAILS r„,,, ELECTRICAL SCHEDULE REVIEWED FOR CODE COMPLIANCE AP PROVE MAR 2 ?Qa f City Tukwila BUILDING DIVISION NS E0.1 SYMBOLS, GENERAL NOTES & SCHEDULES E2.1 ELECTRICAL LIGHTING PLAN E3.1 ELECTRICAL POWER PLAN E3.3 SINGLE LINE DIAGRAM, POWER SCHEDULE, ELECTRICAL DETAILS 44.1 ELECTRICAL SPECIFICATIONS MECHANICAL M0.1 SYMBOLS, GENERAL NOTES, TITLE 24 M0.2 MECHANICAL SPECIFICATIONS M2.1 MECHANICAL FLOOR PLAN & SCHEDULES M2.2 PLUMB! NG FLOOR PLAN o M6.0 MECHANICAL DETAILS 7 • 7 STRUCTURAL 51.0 GENERAL NOTES AND PLAN 52.0 ELEVATION AND DETAILS FILE COPY Permit No. 2 Plar review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field a conditions is acknowledged: By Date: : x-42 r City of Tukwila BUILDING DIVISION 1J0 ?- y 5 $ Issue No. Job Address Architect PERMIT SET Job Title MAC SOUTHCENTER 633 SOUTHCENTER PKWY TUKWILLA, WA 98188 Sheet Title COVER SHEET Drawn By: Checked By: KM DTM Job No. 07025 Scale N.T.S. Sheet No. Dennis T Mitchell NCARB, AIA 6031 1 -20 WEST, SUITE 260 ARLINGTON, TX 76017 817 -265 -2415 FAX 817. 483.7377 DTMArch itect@DTMArchitect.cam ARCHITECT uE ` Y 0 2007 DENNIS T. MMITCI LI. STATE OF WASHINGTON RECEIVED DEC 12 2007 PERMIT CENTER A0. Date 11.30.07 Written dimensions on these drawings shall have precedence over scaled dimensions. Drawings shall not be scaled. Contractors shall verify, and he responsible for, all dimensions and conditions shown by these drawings. Shop details must be submitted to this office for approval before proceeding with fabrications. The drawings and their design content are the sole property of the Architect and may not be reused or reproduced in any manner without our express written consent. RESPONSIBILITY SCHEDULE FLOORING nuaua III aa s, eeee ^ a Den nis T Mitchell NCAa6, AlA CERAMIC TILE MOSA TILE/ CUSTOM BUILDING PRODUCTS 24 "x24'743/$" BLACK TILE #1102 W/ #722 MIDNIGHT BLACK LATICRETE GROUT SALES AREA CD DESCRIPTION V!N EXISTING FURNISH INSTALL PROVIDE N/A INDICATES NOT APPLICABLE DESCRIPTION VIN EXISTING FURNISH INSTALL PROVIDE N/A INDICATES NOT APPLICABLE CERAMIC TILE UNGLAZED TILE MOSA TILE/ CUSTOM BUILDING PRODUCTS DALTILE/ BONSAI 24 "x24 "X3/8" GREY TILE #1103 W/ #778 STRELING SILVER LATICRETE GROUT 2 "x2 "X1 /4" UNGLAZED KEYSTONE #D014- LIGHT GREY W/ #78 STERLING SILVER GROUT SALES AREA ADA TOILET 45 2 "x2" STRETCHER TILE -866 @ TOP COURSE 01. GENERAL REQUIREMENTS 12. FURNISHINGS 1. PERMITS AND FEES G.C. FIRE ALARMS, SPRINKLER, PLUMBING & ELECTRIC BY G.C. 1. MILLWORK FIXTURES MW PORCELAIN TILE PORCELAIN TILE PORCELAIN TILE RUBBER FLOORING PORCELLANATO PORCELLANATO CATCO OSCODA 24" X 24" COLD BLACK PORECLAIN TILE W/ #722 MIDNIGHT BLACK LATICRETE GROUT 24" X 24" WHITE PORCELAIN TILE 24" X 24" #78 COLD GREY PORCELAIN TILE LIGHT GREY, 1/4" THICK GLOSSY BEHIND CASHWRAP f CTS \ 2. INSPECTION /COORDINATION G.C. 2. STOCK ROOM SHELVING MAC R. TEMPORARY HEAT G.C. 3. LOCKERS MAC G.C. 4. TEMPORARY ELECTRICAL G.C. 4. MANAGER'S CHAIR & FILES MAC Architect 60311-20 WEST, SUITE 260 ARLINGTON, TX 76017 817.265 -2415 FAX 817.483.7377 DTMArchitect @DTMArchltect.cam 5. TEMPORARY ENCLOSURE G.C. 5. MANAGER'S COUNTER & SHELVES ABOVE G.C. t CT 6 6. CLEAN UP G.C. 6. COUNTERS & SHELVES ABOVE G.C. CD 7. INSURANCE G.C. 7. COAT HANGERS G.C. 8. JOB PHONE G.C. 8. PMU BENCH MW RUBBER FLOORING VCT OSCODA ARMSTRONG DARK GREY, 1/4" THICK GLOSSY 72 "x12"C 1/8" #51904 STERLING BEHIND CASHWRAP BACK OF HOUSE CT-1. 9. FINAL CLEANING G.C. 9. SHIPPING/RECEIVING G.C. 02. SITE WORK 10. STAFF COUNTER G.C. CD 1. BARRICADE X 13. MECHANICAL WALK OFF GRILLE K.N. CROWDER STAINLESS STEEL #FG -3 2. BARRICADE- GRAPHICS X 1. HVAC GLASS 3. DEMOLITION X A. UNIT G.C. SEE MECHANICAL DRAWINGS CLEAR TEMPERED GLASS BENDHEIM- MACC (OR APPROVED EQUAL) CLEAR TEMPERED 4. SAW CUT SLAB G.C. AS REQUIRED FOR ELECTRICAL & PLUMBING B. DUCTWORK/DI G .C. S EE MECHANICAL DRAWINGS 5. SIDEWALK X 2. TEMPERATURE CONTROLS G.C. RELOCATION BY TENANT'S CONTRACTOR ( TEMPERED GLASS BENDHEIM GLASS LOW IRON TEMPERED GLASS 03. CONCRETE SLAB 3. EXHAUST FANS G.C. 1. LEVELING OF CONCRETE FLOOR G.C. 4. PLUMBING TEMPERED GLASS ACID ETCHED GLASS BENDHEIM GLASS BENDHEIM - MACC (OR APPROVED EQUAL) ANTI GLARE TEMPERED ACID ETCHED #252 FRAMED MIRROR SIDES in 2. VAPOR BARRIER X A. WATER MAIN x GC TO LOCATE 3. CONCRETE SLAB X B. SEWER MAIN X ow 4. EXPANSION JOINT MATERIAL X C. WATER METER X al LOW IRON GLASS LOW IRON W/ MIRROR BACKING ALL MIRRORS 04. MASONRY D. VENT 5. PLUMBING FIXTURES G.C. G.C. 1. BRICK X GLASS BENDHEIM GLASS LOW IRON ACID ETCHED WITH MIRROR BACKING GL -4 2. CONCRETE BLOCK X 6. WATER HEATER G.C. al, GLASS BENDHEIM GLASS ETCHED FRONT ENAMEL WHITE BACK IV op 3. LIME STONE X 7. SPRINKLER SYSTEM X G.C. EXISTING TO REMAIN. MODIFY AS REQ, ADD ADDITIONAL HEADS PER PLAN 0�. METALS S. WATER COOLER MAC GLASS BENDHEIM GLASS LAMINATE GLASS WITH WHITE PVB INSERT GL -6) 1. STRUCTURAL STEEL X G.C. 9. FIRE/SMOKEDAMPER 10. EXHAUST FAN X G.C. G.C. SEE MECHANICAL DWGS. 2. METAL STUDS X G.C. GLASS BENDHEIM GLASS CLEAR TEMPERED GLASS WITH BACKCOATING A. TENANT DEMISING WALLS X G.C. PROVIDE GYP.BD. COTENANT SIDE 11. FIRE STOP /SMOKE BARRIER G.C. G.C. TO VERIFY COMPLIANCE W /UL DESIGN #U -465 GLASS BENDHEIM GLASS SMOKY GLASS WITH MIRROR BACKING B. INTERIOR PARTITIONS ac, 14. ELECTRICAL ( GL -8 C. FURRING G.C. 1. DISTRIBUTION G.C. SEE ELECTRICAL DRAWINGS GRANITE Issue No. PERMIT SET 11.30 " "' " " `""T lit 0 DEWS T "' ' " -•i G OON STATE O" °"' t •• Date -07 I 3. RECESSED STANDARDS X 2. PANELS G.C. GRANITE INNOVATIVE STONE ZIMBABWE NERO BLACK HONED GRANITE COUNTER TOPS SGR -1 4. FRAMING FOR HVAC G.C. 3, TRANSFORMER G.C. WOOD 5. STOREFRONT SYSTEM G.C. 4. LIGHT SWITCHES G.C. TIAMA FLITCH #25 OPTIONAL 22,23,24, $ 1628 NON FIGURED MILLWORK (WD -1) 6. METAL DECKING X 5. LIGHT FIXTURES IN CEILINGS MAC G.C. O. CARPENTRY 6. LIGHT FIXTURES IN MILLWORK � IY1 VV G.C. RESPONSIBLE FOR PROVIDING POWER FOR FIXTURES LAMINATE 1. BLOCKING w�YV G• GC TO COORDINATE W/ MW 7. EXITSIGNAGE MAC G.C. FORMICA FORMICA BRIGHT WHITE #949 -C -58 SOLID CORE MATTE FINISH PL-1) 2. SHELVES ,. • GC TOCOORDINATEW /MW $ EMERGENCY LIGHTING MAC G.C. FORMICA FORMICA BRIGHT WHITE #949 -C -90 SOLID CORE GLOSSY FINISH .ter. ITV - '' a � � (PL -2) 3. COUNTERS G.C. G 9, TELEPHONE CONDUIT /PULL WIRE G.C. 4. PLYWOOD G.C. FOR NON - CUSTOM MILLWORK ITEMS 10. TELEPHONE JACKS /SETS/WIRES MAC MELAMINE WHITE R t C 1 �� ®� L �R� i (PL-3) 5. FURRING G.C. 11. BUZZER G.C. FORMICA FORMICA FORMICA FORMICA MATTE BLACK SOLID FINISH ' BLACK SOLID CORE GLOSSY FINISH \ ` MAtc 4 ' ~ ` ukimlat.n V ___-_ -f ® ioN 07. MOISTURE CONTROL 12, SECURITY SYSTEM G . 0 CONDUIT& PULL STRINGS BY GC IF REQUIRED `PL 4) 1. CAULKING G.C. 13. TIME CLOCK G.C. (PL-5> 2. SEALANT G.C. 14. CASHWRAPOUTLETS /EXTRA G.C. 3. WATERPROOFING 15. CONDUIT FOR COMPUTER SYSTEM G.C. FORMICA FORMICA BLACK, GLOSSY FINISH a Ut \ �� PL G 4. INSULATION G.C. 16. LIFE SAFETY /FIRE ALARM G.C. FIRE ALARM SYSTEM BY G.C. DESIGNATED BY G,C. FORMICA ABET LAMINATI # 879 G GREY, GLOSSY FINISH _ 08. DOORS 17. LIGHT 0 @ "• AC ELEC. BYG.C� PL -7 � ' 1. ENTRY DOOR G.C. 18. FLOOR BOXES G.C. FORMICA ABET LAMINATI #879 SEI GREY, MATTE FINISH ( PL -5 2. WOOD DOORS G.C. RES P 0 N S I B I LTY SCHEDULE LEGEND 3. METAL DOORS G.C. 7 METAL KEY DESCRIPTION POWDER COATED STEEL PRISM POWDERCOATING LTD. 4. REAR EXIT DOOR )( CD Job Title MAC SOUTHCENTER Job Address 633 SOUTHCENTER PKWY TUKWILLA, WA 98188 G.C. GENERAL CONTRACTOR 09. FINISHES MAC MAC COSMETICS (TENANT) POWDER COATED STEEL PRISM POWDERCOATING LTD. BLACK SANDEX• PB 134 -LT LOW GLOSS STOREFRONT l GE, 1. FINISH FLOORING LL LANDLORD A. TILE - FLOOR G.C. MW MILLWORK CONTRACTOR STAINLESS STEEL STAINLESS STEEL FINISH X N/A OR EXISTING B. RUBBER FLOOR G.C. N/A NOT APPLICABLE- DOES NOT APPLY TO PROJECT NOT USED FORMICA ABET LAMINATI SATINATA #873 HORIZONTALLY BRUSHED C. ENTRY MAT X EXISTING ALREADY LOCATED ON SITE • (MT-4) 2. WALLS FURNISH TO SUPPLY a DELIVER A. GYP. BD. G.C. INSTALL TO INSTALL CD B. LAMINATE G.C. PROVIDE TO FURNISH Et INSTALL POWDER COATED PRISM POWDERCOATING WHITE STOREFRONT MATERIAL SCHEDULE (MT-6) 3. BASE G.C. PAINT 4, CEILING ACRYL C Sheet Title MATERIAL & FINISH SCHEDULES Drawn By: Checked By: KM DTM PAINT BENJAMIN MOORE WHITE INTERIOR READY MIX- FLAT FINISH (RAL 9003 SIGNAL WHITE) SALES CEILING A. NEWMAT •C� NEWMAT CEILING TO BE SUPPLIED AND INSTALLED BY TENANTS VENDOR CLEAR PLEXI CYRO ACRYLITE .748" THICK , CLEAR W/ FLAME POLISHED EDGES SHELVES (PT -1 AC-1 B. GYP. BD. G.C. PAINT BENJAMIN MOORE WHITE INTERIOR READY MIX- EGGSHELL FINISH (RAL 9003 SIGNAL WHITE) BLACK #2132-10 FLAT FINISH (RAL 9005 JET BLACK) WALLS CEILING TROUGH (AC-Z\ / OPAQUE PLEXI LAMINATE PLEXI CYRO ACRYLITE CYRO ACRYLITE WHITE OPAQUE .118" TO .748 ", WHITE ACRYLIC LAMINTED TO CLEAR ACRYLIC SHELVES @ WOODWRAP S.L. SHELF UNITS/ CABINETRY (PT-2) G ACT CEILING G.C. 10. SPECIALTIES (AC - 3) PAINT BENJAMIN MOORE �PT 3 1. TOILET ROOM ACCESSORIES G.C. NOT USED 2. SPEAKERS AUDIO SYSTEM '[ A CONDUIT & PULL STRINGS BY GC IF REQUIRED ETCHED PLEXI (DOUBLE CYRO ACRYLITE DOUBLE SIDED ACID ETCHED ACRYLIC PRIVATE MAKE -UP ROOMS ( PT -4 KAC -4) 3. CASH REGISTER/POS SYSTEM MAC NOT USED SINGLE PLEXI CYRO ACRYLITE SINGLE SIDED ACID ETCHED MU /SHELVING- POST (PT -5) 4. BUSRUNS @ STOREFRONT GLAZING X GC AC -5) PAINT BENJAMIN MOORE BLACK #2132 -10 EGGSHELL FINISH (RAL 9004 SIGNAL BLACK) REQUIRES LEVEL 5 FINISH 11. EQUIPMENT SIGN WITH PLEXI PANEL CYRO ACRYLITE ,236" THICK, #2447 LENS WOODWRAP ( \PT -6 � AC-6 1. STOREFRONT SIGNS G.0 A TO BE PROVIDED AND INSTALLED BY S CONTRACTOR, ELEC. BY GC Job No. 07025 RECENED DEC 2 2001 PERMIT CENTER Scale as noted Sheet No. AO.1 Written dimensions on these drawings shall have precedence over scaled dimensions. Drawings shall not be scaled. Contractors shall verify, and be responsible for, all dimensions and conditions shown by these drawings. Shop details must be submitted to this office for approval before proceeding with fabrications. The drawings and their design content are the sole property of the Architect and may not be reused or reproduced in any manner without our express written consent, a PAINT BENJAMIN MOORE BLACK BERRY 2119 -20- EGGSHELL FINISH (RAL 000 25 00) ( ) REQUIRES LEVEL 5 FINISH 2. INTERIOR LED SIGN G. AC LLED BYSIGN C. B TO BE PROVIDED AND I NSTAAGE CONTRACTOR, ELEC. GC A5 PER LOCAL CODE AND FIRE DEPARTMENT CEILING PT 7 ' STRETCH FABRIC CEILING SYSTEM BARRISOL TRANSLUCIDE #04013 3. FIRE EXTINGUISHER G.C. PAINT BENJAMIN MOORE BLACK BERRY 2119-20- MATTE FINISH (RAL 000 25 00) REQUIRES LEVEL 5 FINISH PT-8 4. SAFE MAC G.C. STRETCH FABRIC CD CEILING SYSTEM NEWMAT TOB TRANSLUCENT SALES AREA 5. REFIGERATOR &MICROWAVE MAC WALL COVERING WALL COVERING MDC WALLCOVERINGS DRY ERASE WALL COVERING, MEMERASE ALPHA 2845/4722 ACOUSTICAL CEILING "x24 "x5/8" ay K AGT -1 TILE 2'x2` ARMSTRONG 24 WHITE FISSURED TILE #756 W/ PRELUDE 15/16" WHITE EXPOSED TEE GRID SYS. BACK OF HOUSE WALL BASE _ 1 WALL B ASE PITTCON INDUSTRIES INC. #STR-200-063 SALES BASE AT WALLS WHEN INSTALLED B -2 ) WALL BASE PITTCON INDUSTRIES INC. #STR- 150 -063 AT MILLWORK B -3 ) WALL BASE JOHNSONITE 4" VINYL BASE, VAPOR GREY BACK OF HOUSE BASE GENERAL NOTES 1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS & DIMENSIONS AT THE SITE. CONTACT THE ARCHITECT IF ANY DISCREPANCIES OCCUR. PARTITION LINES SHALL BE DRAWN ON THE CONCRETE SLAB & ANY DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO THE OWNER'S REPRESENTATIVE. 2. DO NOT SCALE DRAWINGS!!! 3. COMPARE ARCHITECTURAL DRAWINGS WITH MECHANICAL AND ELECTRICAL DRAWINGS, AND REPORT ANY DISCREPANCIES TO THE ARCHITECTS. NO INFORMATION OR DETAILS ON THE DRAWINGS OF THIS PROJECT MAY BE USED WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECTS. 4. THE CONTRACTOR SHALL PROVIDE ALL LABOR, EQUIPMENT. & MATERIALS AS NECESSARY TO COMPLETE THE WORK AS SHOWN. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, INSPECTIONS & APPROVALS AS REQUIRED BY THE LOCAL GOVERNING BODIES. DEPARTMENT OF LABOR & INDUSTRY APPROVAL SHALL BE ACQUIRED & PAID FOR BY THE OWNER. 6. ALL REQUIREMENTS AND REGULATIONS PERTAINING TO THE HANDICAPPED AND OSHA MUST BE INCORPORATED IN THE WORK EVEN THOUGH THEY MAY NOT BE LISTED INDIVIDUALLY AND SEPERATELY IN EITHER THE DRAWING OR SPECIFICATIONS. 7. ALL MATERIALS & CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF ALL APPLICABLE BUILDING, ELECTRICAL, MECHANICAL & SAFETY LAWS ENFORCED IN THE STATE & CITY WHERE THIS PROJECT IS LOCATED. THE CONTRACTOR & SUBCONTRACTORS SHALL BE RESPONSIBLE FOR ANY VIOLATION OF THE SAME & SHALL MAKE ALL WORK ACCEPTABLE TO THE LOCAL BUILDING DEPARTMENT INVOLVED WITHOUT EXTRA CHARGE. 8. THE CONTRACTOR IS TO BECOME FAMILIAR & COMPLY WITH ALL OF THE RULES & REQUIREMENTS INCLUDED IN THE LANDLORD'S "TENANT CONTRACTOR GUIDELINES ". 9. THE CONTRACTOR SHALL MAINTAIN EXISTING EXITS, CORRIDORS, AISLES & DOORS WHERE APPLICABLE, FREE OF ANY OBSTRUCTIONS AT ALL TIMES. THE CONTRACTOR SHALL ALSO MAKE REPAIRS TO ANY DAMAGED WORK BEFORE TENDERING THE SPACE FOR ACCEPTANCE. 10. ALL DEBRIS RESULTING FROM CONSTRUCTION /DEMOLITION IS TO BE PROMPTLY REMOVED FROM SITE AND DISPOSED OF IN A LEGAL MANNER. 11. THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES & OVERSEE THAT ALL CUTTING &/OR PATCHING REQUIRED FOR THE INSTALLATION OF ALL MATERIALS BY ALL TRADES IS PROPERLY EXECUTED AS DESCRIBED WITHIN THE SCOPE OF WORK AS SHOWN ON THE DRAWINGS OR OTHER ISSUED DOCUMENTS. 12. ANY CONCRETE SLAB REMOVAL & REINSTATEMENT WORK WITHIN TENANTS PREMISES MUST BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS & DETAILS INCLUDED IN LANDLORD'S LEASE OUTLINE DRAWING PACKAGE. 13. CONCRETE SLAB ALTERATIONS, REINFORCING, & FLOOR ELEVATION TRANSITIONS MUST INSURE & MAINTAIN THE ORIGINAL CONCRETE SLAB SEISMIC DIAPHRAGM CHARACTERISTICS. REFER TO DETAILS IN THE L.O.D. PACKAGE. 14. ROOFTOP A.C. UNITS TO BE LOCATED ONLY IN PRE - APPROVED MECHANICAL EQUIPMENT ZONE - A STRUCTURALLY REINFORCED PORTION OF THE ROOFTOP. 15. ALL FIRE SPRINKLER SYSTEM MODIFICATIONS WITHIN THE TENANT'S PREMISES MUST BE PERFORMED BY THE LANDLORD'S DESIGNATED FIRE SPRINKLER CONTRACTOR. 16. SPRINKLER AND SMOKE DETECTOR PLANS REQUIRE A SEPARATE SUBMITTAL AND PERMIT. 17. MINIMUM CLEAR HEIGHT WITHIN THE TENANTS PREMISES IS AT LEAST 12' -0" A.F.F. U.O.N. TENANTS G.C. IS RESPONSIBLE FOR FIELD VERIFYING THAT THERE IS ADEQUATE CLEARANCE ABOVE CEILING HEIGHT SPECIFIED ON DRAWINGS TO ACCOMMODATE MECHANICAL DUCTWORK, EQUIPMENT, LIGHTING ETC. G.C. TO NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. 18. ALL WOOD FRAMING, WHERE SHOWN, SHALL BE FIRE - RETARDANT TREATED WOOD, 19. ABSOLUTUELY NO SUBSTITUTIONS WILL BE ALLOWED, UNLESS APPROVED BY THE ARCHITECT IN WRITING. 20. G.C. SHALL FURNISH ONE EMPTY DUMPSTER AT STORE TURNOVER TO OWNER FOR STORE'S DISPOSAL OF CARDBOARDS, TRASH, ETC. 21. G.C. MUST PROTECT AND REPAIR, IF DAMAGED, ALL EXISTING FIREPROOFING AND INSULATION. 22. ALL FINISHES SHALL COMPLY WITH UBC TABLE 8 -A. 23. FLAMMABLE OR HAZARDOUS MATERIALS SHALL NOT BE STORED IN EXCESS OF QUANTITIES LISTED IN UBC TABLES 5 -D AND 3 -E. 24. ARCHITECT IS NOT RESPONSIBLE FOR TITLE 24 SPECIAL INSPECTIONS AND TESTING. ALL TITLE 24 SPECIAL INSPECTIONS AND TESTING REQUIRED ON THE PROJECT SHALL BE PERFORMED BY A QUALIFIED THIRD PARTY CONTRACTOR, ENGINEER, OR LICENSED TITLE 24 PROFESSIONAL. 25. BMP'S (BEST MANAGEMENT PRACTICES) SHALL BE IMPLEMENTED AT ALL TIMES DURING CONSTRUCTION OF PROJECT. 26. SIGNAGE WILL BE UNDER A SEPARATE PERMIT. ADA SIGNAGE AND CLEARANCES => L LEVEL AREA 4' -0" MIN // MAX. SLOPE 1:48 5' -0" MIN DOOR CLEARANCES SCALE: 1/4"‘.1'4' DOOR GN _ 9" 0 CIRCLE AT 1/4" THICK AS REQUIRED FOR WOMEN'S ADA RESTROOM DOOR SIGNAGE 9" SIDED TRIANGLE AT 1/4" THICK AS REQUIRED FOR MEN'S ADA RESTROOM DOOR SIGNAGE ADA DOOR SIGNAGE DETAILS SCALE: N.T.S. NOT USED SCALE: DOOR SCHEDULE DOOR NO. Q Q CD Q HINGES: KEY /PUNCH CODE LOCK: CLOSER: SILENCER: FLOOR STOP: KICKPLATE: TYPE A A B B B TRACK, ROLLERS, & DOOR RAILS: SIZE (2) 4'- 0 3/8" x 10' -0" (3) 4' -2 3/8" x 10' -0" 3' -0" x 7' -0" x 7' -0" 3' -0" x 7'-0" 1 ' -8" x 7'-0" DOOR AND HARDWARE NOTES ALL DOORS TO BE OPERABLE BY A SINGLE EFFORT WITH NO GRASPING OR WRIST MOVEMENT REQUIRED. ALL DOORS TO BE SINGLE ACTION U.O.N. ALL EXITS TO BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE. DOORS WITHIN THE PATH OF TRAVEL FOR HANDICAPPED TO BE OPERABLE WITH A SINGLE EFFORT BY LEVER, PANIC BAR OR PUSH/ PULL HARDWARE AS PER ADA. DOOR CLOSERS TO BE ADJUSTED TO PROVIDE FOR A MAXIMUM EFFORT TO OPERATE OF 5 LBF. AT FORE DOOR USE LESS THAN 15* FORCE ACCEPTABLE BY FIRE MARSHALL. THRESHOLDS SHALL NOT EXCEED 1/4" IN HEIGHT. ALL EXTERIOR (E) DOORS SHALL HAVE ALUMINUM THRESHOLD AND SHALL BE FULLY WEATHERSTRIPPED. GC SHALL VIF AND CONTACT ARCHITECT OR MANAGEMENT IF ANY DISCREPANCIES ARE FOUND. ALL WOOD AND H.M. DOORS TO HAVE 1 1/2" PAIR BUTT HINGES PER LEAF. DOOR TYPES i7 j 1 TYPE A (3) IVES #21 R/SR65 HARDWARE GROUP #1 (STOCK ROOM) IVES #438 WIDTH RESTROOM IVES 8400 SERIES, 10" HIGH LOCATION STOREFRONT ENTRANCE STOREFRONT ENTRANCE STOCK ROOM MANAGER'S OFFICE RESTROOM CLOSET AA (1 -1/2 ) 1/2" PAIR STANLEY BUTT HINGES #FBB179 I QUE MARKS IQ1 K/26DF FALCON 6-PIN CYLINDER, RETRACTABLE HARDWARE (1) CONCEALED MOUNTING, LCN 2031 DA 5 LBS MAX OPENING FORCE HARDWARE GROUP 2 (SLI ' ING TORE RONT SYSTEM) CR LAURENCE OTS2BL 2 PANEL OVERHEAD SINGLE TRACK SLIDING DOOR SYSTEM LOCK: CR LAURENCE WEDGE LOCK SYSTEM WITH THUMB -TURN CYLINDER MATERIAL GLASS GLASS H .M. DOOR H.M. DOOR H .M. DOOR WOOD DOOR TYPE 13 TYPE C HARDWARE GROUPS AND NOTES HINGES: LOCK CLOSER: SILENCER: FLOOR STOP: KICKPLATE: DOOR FINISH PT-7 PT-2 PT-2 PT-2 WIDTH HARDWARE GROUP 2 2 1 5 3 4 HARDWARE GROUP #3 (TOILET) (3) IVES #21 R/SR65 IVES #438 IVES 8400 SERIES, 10" HIGH HARDWARE GROUP #4 (CLOSET DOOR) HINGES: (1 -1/2 )1/2" PAIR STANLEY BUTT HINGES #FBB179 HARD. FINISH US26D US26D US26D (1 -1/2 ) 1/2" PAIR STANLEY BUTT HINGES #FBB179 SCHLAGE HEAVY DUTY LEVER SET 03 626 (SATIN CHROME) & ROSE W /MORTISE LOCK (W /SCHLAGE CYLINDER FOR PRIMUS I /C: #L9040) (1) CONCEALED MOUNTING, LCN 2031 DA 5 LBS MAX OPENING FORCE LOCK SCHLAGE HEAVY DUTY LEVER SET 03 626 (SATIN CHROME) & ROSE W /MORTISE LOCK (W /SCHLAGE CYLINDER FOR PRIMUS I /C: #L9465J) SILENCER: (3) IVES #21 R/SR65 FLOOR STOP: IVES #438 THRESHOLD DETAIL 9/ A6.0 9/ A6.0 8/ A6.0 14/ A6,0 H/J DETAIL 10/A6.0 10/A6.0 13/A6.0 13/A6.0 13/A6.0 HINGES: LOCK: FRAME HM HM HM HM RATING N/A N/A N/A N/A N/A N/A CR LAURENCE SGH8SC HANDLES CR LAURENCE SGH8SC HANDLES DOORS TO BE UNDERCUT 1/2" TO ALIGN WITH RECESSED BASE AT WALLS, WHERE APPLICABLE. ALL HOLLOW METAL FRAMES TO BE PAINTED TO MATCH DOOR FINISH. ALL DOORS TO BE SHOP PAINTED. ALL DOORSTO BE KEYED ALIKE. ALL HOLLOW METAL FRAMES BE PAINTED TO MATCH DOOR FINISH. 10" ST. SM. KICK PLATE EACH SIDE 10" ST. S11. KICK PLATE EACH SIDE PROVIDE ADA SIGNAGE. SEE 4/A0.2 9. ALL LEGAL EXITS SHALL BE PROVIDED WITH SELF- ILLUMINATED EXIT SIGNS HAVING 6" LETTERS WITH 3/4" STROKES IN CONTRASTING COLORS. 10. UNLESS NOTED OTHERWISE, DOORS NOT LOCATED BY DIMENSION SHALL BE CENTERED IN THE WALL OR LOCATED 4" FROM FINISH WALL TO EDGE OF DOOR BUCK ALL HARDWARE FINISHES TO BE US26D SATIN CHROME. ADJACENT FINISH TO MATCH. SUBMIT HARDWARE SELECTIONS TO ARCHITECT FOR REVIEW WITH CLEAR NOTATION OF FINISHES BEING UNAVAUIABLE HARDWARE GROUP #5 (MANAGER'S OFFICE) CLOSER: SILENCER: FLOOR STOP: KICKPLATE: REMARKS REVIEW 1 CODE COMPLIANCE APPROVED MAR 2 5 MS ERWIN City Of T� ��,���� A STANLEY BALL BEARING HINGES #FBB179 (1 1/2 PAIR) 41/2"x 4" 26D SCHLAGE HEAVY DUTY LEVER SET 03 626 (SATIN CHROME) & ROSE W /MORTISE LOCK (W /SCHLAGE CYLINDER FOR PRIMUS I /C: #L9080) (1) CONCEALED MOUNTING, LCN 2031 DA 5 LBS MAX OPENING FORCE (3) IVES #21 R/SR65 IVES #438 IVES 8400 SERIES, 10" HIGH ) Loo CORRE 10119 LTR # bo Issue No. Job Address Job No. 07025 Scale as noted Sheet No. Architect PERMIT SET BID SET Drawn By: Checked By: KM DTM 807 SOUTHCENTER MALL TUKWILA, WA 98188 Job Title MAC SOUTHCENTER Dennis T Mitchell NCARB, AIA 6031 1 -20 WEST, SUITE 260 ARLINGTON, TX 76017 817. 265.2415 FAX 817.483.7377 DTMArchitect @DTMArchitect.com BUILDING DEPT. COMMENTS 01.29.08 o • B 2 5 2008 0E(;(iS T. MIT GiiELL STATE OF 4`51a GTON Sheet Title MATERIAL & FINISH SCHEDULES RECEIVED FEB 2 8 2008 PERMIT CENTER A0.2 Date 11.30.07 01.25.08 Written dimensions on these drawings shall have precedence over scaled dimensions. Drawings shall not be scaled. Contractors shall verb, and be responsible for. all dimensions and conditions shown by these drawings. Shop details must be submitted to this office for approval before proceeding with fabrications. The drawings and their design content are the sole property of the Architect and may not be reused or reproduced in any manner without our express written consent. • ■ ■ 3,-0" N �. 1' -3 3/4" V.I.F. tT N ,; 1 NN\ • l L. 7 L. �i 7l V.LF. z w siw 4 h . (E) MALL NEUTRAL PIER CLADDING, V.I.F. 51 .3„ LoSeI.INeV'• NN 11' -7" LEASELINE V.I.F. ')047- 11-5 - 8 (E) MALL NEUTRAL PIER CLADDING, V.I.F. m City Of (E) MALL NEUTRAL PIER CLADDING, V.I.F. DING t' EXISTING FLOOR PLAN SCALE 1/4 " -T -0" RE L VIEWED CODE COMPLUA r;E .A ® PRO IF '^�,,p BUIL Pf MAR ,: ); LEGEND SYMBOL DESCRIPTION EXISTING PARTITION OR WALL DEMISING WALL STARTING POINT FOR DIMENSIONING Issue No. Job Address Job No. 07025 Scale 1/4"=1'-0" Sheet No. mgratinti Dennis T Mitchel NCARB, AIA Architect 6031 I -20 WEST, SUITE 260 ARLINGTON TX 76017 817. 265.2415 FAX 817.483 -7377 DTMArch i tect®DTMArch i tect.cv m PERMIT SET 11.30.07 Job Title MAC SOUTHCENTER Sheet Title EXISTING PLAN 633 SOUTHCENTER PKWY TUKWILLA, WA 98188 Drawn By: Checked By: KM DTM T r L , 0_Y,i DENS T STATE OF WAC. o:e . IT0N ECENE DEC 12 2001 PERMIT CENTER A1.O Date Written dimensions on these drawings shall have precedence over scaled dimensions. Drawings shall not be scaled. Contractors shall verify, and be responsible for, all dimensions and conditions shown by these drawings. Shop details must be submitted to this office for approval before proceeding with fabrications. The drawings and their design content are the sole property of the Architect and may not be reused or reproduced in any manner without our express written consent. 105 STOCKROOM PT -2 VCT -2 ACT -1 B -3 ROOM # RM NAME WALL FLOOR CEILING BASE 101 SALES AREA 102 PM ROOM PT -2 CT -6 PT -1 B -1 101 SALES AREA 104 RESTROOM PT -2 CT -3 PT -1 CT -3 101 SALES AREA 103 MGR OFFICE PT -2 VCT -2 ACT -1 B -3 101 SALES AREA PT -2, PT -7 CT -6, VCT -1 CM -2, PT -2 B -1, B -2 IMPORTANT NOTE: MILLWORKER MAY NOT BE ABLE TO FIELD VERIFY SITE CONDITIONS PRIOR TO INSTALLATION. THEREFOR ALL DIMENSIONS MARKED "HOLD" MUST BE HELD TO THE EXACT DIMENSION INDICATED. G.C. TO NOTIFY ARCHITECT AND M.A.C. IMMEDIATELY IF HOLD DIMENSIONS CANNOT BE ACHIEVED. MALL FINISH d 0 1 1 4 mil � II may. 1 N a =C11111� • FUR TIGHT TO COLUMN ELEC PANEL, PHONE BOARD &TIME CLOG s EE ELEC. DWGS. TASSEL CURTAIN '12" MtN. . 2 ,= ---- ---- 1\ 1 I - -- II I II II I I I U C DA FLOORING IGHT COVE ABOVE, SEE RCP \ '05C DA FLOORING TO ALIGN 1 / R VEAL BASE OF CASH DESK © I \ I ` ' 4.1 I 4 I I �i/► 0 I I I I 1 A4.0 I I II � II d 1 I 4A \ \ I 11 I \ \ 4 I I I I 11 \ \ \ I I I L- 1 FABRIC CEILING ABOVE, SEE RCP SOFFIT ABOVE, SEE RCP MOP SINK (E) NEUTRAL PIER WI MALL FINISH f r� ars are 3'-9 112 SIGNAGE FASCIA ABOVE 5.5.0. 1/4" CLR. TEMPERED GLAZING & SLIDING DOORS EQ. (3) EQ FIXED PANELS W /1/4" CLR. TEMPERED GLAZING 11' -4" I 1 I I 1 t 1 1 1 1 I I 1 1 1 I 1 I I De3 (E) MALL FINISH LINE OF SIGNAGE FASCIA ABOVE S.S.D. LINE OF NEW FLOORING LINE OF SIGNAGE FASCIA ABOVE 5.5.0. 1/4" CLR. TEMPERED GLAZING & SLIDING DOORS LEASELINE, TYP. (E) NEUTRAL PIER W/ MALL FINISH FLOOR PLAN REVIEWED F:074 CODE COMPLIANCE APPROVE. d SCALE: 1/4"-V-0" MAC .__ City Of P jkwHl` : BUILQING .e.,.=.. DIVISr ,.,...�.,.,..,. CONSTRUCTION NOTES 1. SEE FIXTURE NOTES AND FIXTURE PLAN FOR FIXTURE INFORMATION. 2. SEE REFLECTED CEILING PLAN FOR SOFFIT AND LIGHTING INFORMATION. 3. NOTIFY ARCHITECT IMMEDIATELY OF ANY INCONSISTENCIES OR DISCREPANCIES WITH PLANS RELATING TO EXISTING FIELD CONDITIONS. 4. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE ON THE CONSTRUCTION DOCUMENTS. DO NOT SCALE DRAWINGS. 5. DIMENSIONS ARE FROM THE FACE OF FINISHED WALL (GWB) TO FACE OF FINISHED WALL (GWB) UNLESS OTHERWISE NOTED ON PLANS. 6. ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE APPLIED, INSTALLED, CONNECTED, ERECTED, USED, CLEANED, AND CONDITIONED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN SPECIFICATIONS OR INSTRUCTIONS. 7. ALL WORK SHALL BE EXECUTED IN A MANNER ACCEPTABLE TO THE OWNER. 8. FOR ALL WOOD MEMBERS REQUIRED BY CODE TO BE FIRE - RETARDANT TREATED, PROVIDE PRESSURE IMPREGNATION WITH FIRE RETARDANT CHEMICALS TO PROVIDE UL PRS FIRE HAZARD CLASSIFICATION. ALL SUCH WOOD SHALL BE IDENTIFIED WITH A UL LABEL CERTIFYING THIS CLASSIFICATION AND FM DIAMOND. 9. APPROVED FIRE EXTINGUISHERS SHALL BE INSTALLED AS REQUIRED BY LOCAL AUTHORITY. 10. ALL PENETRATIONS OF FIRE RESISTIVE FLOOR OR SHAFT WALLS SHALL BE PROTECTED BY MATERIALS THAT CONFORM TO UL STANDARDS FOR THROUGH PENETRATION FIRESTOP SYSTEMS. THE CONTRACTOR SHALL SUBMIT SHOP DRAWING DETAILS WHICH SHOW COMPLETE CONFORMANCE TO THE UL LISTING TO THE ARCHITECT. SUCH DRAWINGS SHALL BE AVAILABLE TO ANY CITY INSPECTOR. THE DRAWINGS SHALL BE SPECIFIC FOR EACH PENETRATION WITH ALL VARIABLES DEFINED. 11. ALL OUTSIDE CORNERS AT DRYWALL PARTITIONS AND FURRINGS TO HAVE METAL CORNER BEADS- SPACKLE AND SMOOTH. 12. THE CONTRACTOR IS TO REPLACE ANY FIREPROOFING REMOVED FROM THE BUILDING STRUCTURE DURING DEMOLITION/ CONSTRUCTION. 13. ACCESS PANELS IN WALL FOR PLUMBING, MECHANICAL, OR ELECTRICAL ACCESS TO BE FLUSH FRAMELESS GYP. BD. PANELS. (SEE SPEC.) 14.PROVIDE DIAGONAL BRACING TO STRUCTURE ABOVE ALL DOORS, GLAZING HEADS, AND JAMBS AS REQUIED TO MAKE ASSEMBLY RIGID. 15. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING INTEGRITY OF RATED PARTITIONS AND STRUCTURE PARTICULARLY WHERE PENETRATED BY VARIOUS TRADES AND SERVICES. 16. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE FINAL CLEAN UP OF THE ENTIRE PREMESIS TO INCLUDE BUT NOT LIMITED TO FLOORS. MILLOWRK, FIXTURES, ETC. FOLLOWING THE INSTALLATION OF THE MILLWORK. 17. THE GENRAL CONTRACTOR SHALL SUPPLY AND INSTALL PROPER AND ADEQUATE WOOD AND BLOCKING TO SUPPORT ALL OWNER SUPPLIED AND MWC APPLIED AND INSTALLED ITEMS FOR FIRM AND SECURE INSTALLATION ON WALLS, COLUMNS, ETC. GC SHALL COORDINATE WITH MWC FOR REQUIRED LOCATIONS AND ADEQUACY OF BLOCKING REQUIREMENT AND PROVIDE ALL SUCH BLOCKING PRIOR TO CLOSING UP ANY AND ALL WALLS, COLUMNS, ETC. IF REQUIRED BY CODE AND LOCAL BUILDING OFFICIAL, SUCH BLOCKING SHALL BE FIRE RETARDANT TREATED TO MEET SUCH REQUIREMENT. FINISH LEGEND SYMBOL DESCRIPTION EXISTING PARTITION OR WALL NEW PARTITION OR WALL SEE SHEET A6.0 FOR DETAILS DEMISING WALL STARTING POINT FOR DIMENSIONING SYMBOL DESCRIPTION (E) DOOR NEW DOOR PARTITION TYPE - SEE A/6.0 ROOM DESIGNATION AND FINISH LEGEND FINISH NOTES 1. EXAMINE ALL SURFACES TO BE PAINTED UNDER THIS CONTRACT AND SEE THAT THE WORK OF OTHER TRADES HAS BEEN LEFT OR INSTALLED IN A SATISFACTORY CONDITION TO RECEIVE PAINT OR SPECIFIED FINISH. 2. INTERIOR GYPSUM WALLBOARD SURFACES SHALL BE WIPED WITH A DAMP CLOTH JUST PRIOR TO APPLICATION OF THE FIRST COAT OF PAINT IN ORDER TO LAY FLAT ANY NAP WHICH MAY HAVE FORMED IN SANDING. 3. PAINTER SHALL BE RESPONSIBLE FOR THE REMOVAL OF HARDWARE, SWITCH, AND OUTLET COVERS, ETC, AND REINSTALLATION OF SAME AFTER PAINTING. 4. PAINTING APPLICATION PROCEDURE: PAINTED GYPSUM BOARD- (1) COAT PRIMER AND (2) COATS SATIN LATEX ENAMEL, EGGSHELL FINISH IN SALES AREA, SEMI -GLOSS IN STOCKROOM. 5. AT COMPLETION OF PAINTING, ALL PAINT MATERIALS AND EQUIPMENT SHALL BE REMOVED, ALL PAINT SPOTS REMOVED, AND ALL AREAS THOROUGHLY CLEANED. ANY DIRT OR DEBRIS CAUSED BY WORK SHALL BE CLEANED UP AS WORK PROGRESSES. 6. RETOUCH OR REFINISH SURFACES DAMAGED BY SUBSEQUENT WORK AS DIRECTED BY GENERAL CONTRACTOR. THE COST OF SUCH RESTORATION WORK SHALL BE BORNE BY THE PAINTING CONTRACTOR. 7. WIPE CLEAN ALL SURFACES WITH A DMAP CLOTH. THE PAINTING CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROPER PROTECTION AGAINST DAMAGE TO EXISTING FURNITURE, ADJACENT FINISHED WORK, FLOORING, ETC. Issue No. Job Address Job No. 07025 Scale 1 /4"=1' -0" Sheet No. Architect PERMIT SET Job Title MAC SOUTHCENTER Dennis T Mitchell NCARB, AIA 6031 I -20 WEST, SUITE 260 ARLINGTON TX 76017 817.265-24 FAX 817. 483 -7377 DTMArchitect@DTMArchitect.com ntD .,: A', IEC / f E [. 0 4 2:07 'DEN' ` . ; CHELL SINE : i i!ISHiNGT0N 633 SOUTHCENTER PKWY TUKWILLA, WA 98188 Sheet Title FLOOR PLAN Drawn By: Checked By: KM DTM ECE VE J • DEC 1 2 2001 PERMIT CENTER A2.0 Date 11.30.07 Written dimensions on the drawings shall have precedence over scaler! dimensions. Drawings shall not be scaled. Contractors shall verb, and be responsible for, all dimensions and conditions shown by these drawings. Shop details must be submitted to this once for approval before proceeding with fabrications. The drawings and their design content are the sole property of the Architect and may not be reused or reproduced in any manner without our express written consent. 7-6" HIGH MOBILE SHELVING UNITS ANCHORED TO CONC, FLOOR, TYP. 6" SPACER @ CENTER XXL POSTERBOX ------- 9" MAX. ACCESSORY NICHE 5`=!3" XXL POSTERBOX 4 v - 1 /2" file. MIRROR TO - 10' -O" AFF ALIGN XXL POSTRI3OX g a DO7.- °— FREWEa A CODE COMPLIANCE E \ APPROVD f MAR FIXTURE PLAN ,�1 SCALE 1/ -0 " =1' -O' c u 4 W't?, B UILDING/9_�'21. FE L ( FLOOR FIXTURE SCHEDULE SYMBOL fAUI BU L1 MS LJ MS.A MS.F MS.0 DESCRIPTION 3 PDS CASHWRAP NORTH AMERICA ACCESSORY UNIT BAG UNIT CHAIR MAKE -UP STATION ACCESSORY FOUNDATION COLOR RESPONSIBILITY MWC TENANT TENANT TENANT MWC MWC MWC MWC QUANTITY 0 7 2 2 5 SYMBOL PMU DST XXL li AN DESCRIPTION PRIVATE MAKE -UP UNIT DOUBLE SIDED SERVICE TABLE - 6' -0" XXL POSTER BOX ACCESSORY NICHE CLOSET W/ SHELVING RESPONSIBILITY MWC MWC MWC MWC MWC QUANTITY 1 4 3 1 0 Issue No. Architect PERMIT SET Job Title MAC SOUTHCENTER Job Address 633 SOUTHCENTER PKWY TUKWILLA, WA 98188 Sheet Title FIXTURE PLAN Drawn By: KM Job No. 07025 Scale 1/4"=1'-0" Sheet No. Checked By: DTM Dennis T Mitchell NCARB, AIA 6031 I -20 WEST, SUITE 260 ARLINGTON, TX 76017 817- 265 -2415 FAX 817.483 -7377 DTMArchitect@DTMArchitect.com 11.30.07 DENNIS T. MITCRELL ATE INASt9IHQTO $ RECENN'Ek DEC 1 2 2007 PERMIT CENTS A2.1 Date Written dimensions on these drawings shall have precedence over scaled dimensions. Drawings shall not be scaled. Contractors shall verify, and be responsible for, aft dimensions and conditions shown by these drawings. Shop details must be submitted to this o for approval before proceeding with fabrications. The drawings and their design content are the sole property of the Architect and may not be reused or reproduced in any manner without our express written consent, Issue No. Job Address Job No. 07025 Scale 1/4" =1 '_O Sheet No. Architect POWER 1 SIGNAL PLAN NOTES 1. ALL OUTLETS SHALL BE INSTALLED AS DIMENSIONED ON THIS PLAN. ANY DISCREPANCIES AS TO LOCATION BETWEEN PLAN AND EXISTING FIELD CONDITIONS SHALL BE CLARIFIED WITH THE ARCHITECT BEFORE COMMENCEMENT OF WORK 2. ALL ELECTRICAL AND TELEPHONE WORK SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE ELECTRICAL CODE, NATIONAL BOARD OF FIRE UNDERWRITERS, PUBLIC UTILITIES COMPANY, TELEPHONE COMPANY, AND ALL OTHER AUTHORITIES HAVING JURISDICTION. 3. ALL COVER PLATES AND DEVICES (TELEPHONE, DATA, ELECTRIC, SWITCH) SHALL BE WHITE `DECORA STYLE. 4. ALL TELEPHONE OUTLETS SHALL BE PROVIDED WITH 2 (TWO) PULL STRINGS BACK TO THE TELEPHONE EQUIPMENT. S. THE GENERAL CONTRACTOR SHALL PROVIDE ALL CUTTING AND PATCHING OF ALL CHASES IN FLOOR, WALLS AND CEILING AS REQUIRED. 6, ALL SURFACES WITH EXISTING OUTLETS TO BE REMOVED, SHALL BE PATCHED FLUSH WITH ADJACENT WALL SURFACES. 7. EXCEPT WHERE NOTED, ALL ELECTRICAL, TELEPHONE, AND DATA OUTLETS ARE TO BE MOUNTED 18" A.F.F. 8. CENTERLINE TO CENTERLINE DIMENSIONS OF ANY OUTLET PAIR OR GROUP SHALL NOT EXCEED 6 ". 9. ALL EXISTING OUTLETS TO REMAIN SHALL BE REPLACED WITH WHITE 'DECORA' STYLE COVER PLATE AND 'DECORA' TYPE DEVICE, IF REQUIRED. 10. PROVIDE MINIMUM 10% SPARE CIRCUITS IN EXISTING ELECTRICAL PANEL. PROVIDE BREAKER LOCKOUTS FOR A.C. UNITS AND SEPARATE CIRCUIT OUTLETS AT TELEPHONE EQUIPMENT. 11. TELEPHONE PANEL TO BE MOUNTED ON A 18" X 24" PTD, PLYWOOD SHEET MOUNTED AT 48" A.F.F. SYMBOL LEGEND SYMBOL GFI A A DESCRIPTION GROUNDED 20 AMP DUPLEX RECEPTACLE GROUND FAULT INDICATOR 20A DUPLEX RECEPTACLE DOUBLE DUPLEX RECEPTACLE FLOOR MOUNTED 20 A DUPLEX RECEPTACLE DATA/MODEM DOUBLE JACK TELEPHONE RECEPTACLE FAX LINE JUNCTION BOX REMARKS SEE ELEC. DRAWINGS FOR WIRING SEE ELEC. DRAWINGS FOR WIRING LOCATED IN CASH WRAP AND MANAGER'S DESK -SEE ELEC. DRAWINGS FOR WIRING SEE ELEC. DRAWINGS FOR WIRING SEE ELEC. DRAWINGS FOR WIRING SEE ELEC. DRAWINGS FOR WIRING SEE ELEC. DRAWINGS FOR WIRING SEE ELEC. DRAWINGS FOR WIRING SYMBOL $K CP DESCRIPTION LIGHT SWITCH THERMOSTAT -WHITE PROGRAMMABLE LOCATED AS PER CODE AT 44" A.F.F. PROVIDE CLEAR PLASTIC COVER W/ LOCK POWER WHIP ROLLING GRILLE KEY SWITCH CEILING MOUNTED 20A DUPLEX RECEPTACLE SECURITY CONTROL PANEL SECURITY KEY PAD SECURITY HOLD UP BUTTON SAFE CONTACT REMARKS SEE ELEC. DRAWINGS FOR WIRING SEE ELEC. DRAWINGS FOR WIRING SEE ELEC. DRAWINGS FOR WIRING SEE ELEC. DRAWINGS FOR WIRING SEE ELEC. DRAWINGS FOR WIRING SYMBOL DC =GB OMD S 1 ST O Dol- DESCRIPTION SECURITY DOOR CONTACT SECURITY GLASS BREAK SECURITY MOTION DETECTOR SECURITY SIREN SECURITY STROBE REVIEWED FOR CODE COMPLIANCE APPROVED LIAR :' 7066 City OI Tuk - wi, BUTIONaDriSIDN .1 POWER & SECURITY PLAN SCALE: 1/4"=1-0" REMARKS PERMIT SET Job Title MAC SOUTHCENTER 633 SOUTHCENTER PKWY TUKWILLA, WA 98188 Sheet Title POWER & SECURITY PLAN Drawn By: Checked By: KM DTM Dennis T Mitchell NCARB, AIA 6031 I -20 WEST, SUITE 260 ARLINGTON, TX 76017 817-265-241S FAX 817.483-7377 DTMArchitect @DTMArchitect.cam yy �:�dl:� D!C 0 4 200/ T S "e. .... e$GV TO RECEIVED DEC 12 2007 PERMIT CENTER A2.2 Date 11.30.07 Written dimensions on these drawings shall have precedence over scaled dimensions. Drawings shall not be scaled. Contractors shall verify, and be responsible for, all dimensions and conditions shown by these drawings. Shop details must be submitted to this office for approval before proceeding with fabrications. The drawings and their design content are the sole property of the Architect and may not be reused or reproduced in any manner without our express written consent. RESTROOM c•5• AKER& DIF USER\ ACT CEILING, SEE 4, 5, 6/A6.1 STOCK ROOM 1 0'-on CM -2, PT-2 RECESSED COVE FOR TASSEL CURTAIN, ALIGN TERMINATION W/ PMU DESK BELOW MILLWORK BELOW SHOWN DASHED BUSRUN CEILING PLAN SYMBOL LEGEND SYMBOL LIGHT TYPE COOPER METALUX RECESSED FLOURESCENT OR LIGHTOLIER 2X4 LENSED TROFFER EQUIVALENT s RECESSED HALOGEN 0 DOWNLIGHT MANUF. ARDEE LIGHTING MODEL NUMBER 2GC- 332 -A- 120 -EB81 DL21 WH SALES 10' -6" C6226-E- 6251 -H- TRM6-P MB -1 -35 T5 -C -ELB -UNI MB- 1- 14- T5 -C -ELB -UNI MB -1 -21 T5 -C -ELB -UNI MB -1 -28 T5 -C -ELB -UNI LAMP DESCRIPTION (3) OSRAM SYLVANIA F032 /835/XPS /ECO (2) OSRAM SYLVANIA 26W /GX24Q -3/835 (1) 35W/T5/825 (1) 14W/T5/825 (1) 21 W/T5/825 (1) 28W/T5/825 (1) OSRAM SYLVANIA 37W /MR16 /IR/NFL25 /C/12V NEWMAT CEILING @1(Y-6• w/ GE "TETRA POWER GRID" LED SYSTEM BELOW SIGNAGE FASCIA W/ LIGHT FIXTURES @ 10' -0" A.F.F. T.O. TRANSOM @ 13' -7" A.F.F, ABOVE EQ. EQ SYMBOL GYP. BD. CEILING @ 10' -0" SEE 1, 2,3 & 6/A6.1 GYP. BD. SOFFIT @ LIGHT TYPE TRACK HEAD FLOOD, SILVER RECESSED FLOOD DOWNLIGHT RECESSED SPOT DOWNLIGHT CHAIN /SURFACE MOUNTED FLOURESCENT FIXTURE EXIT SIGN (SALES FLOOR) EXIT SIGN (STOCKROOM) . LIGHTS MANUF. LITHONIA LIGHTALARMS LITHONIA 48" X 12" ACCESS PANEL ON TOPSIDE OF FASCIA SOFFIT SIGNAGE FASCIA W/ LIGHT FIXTURES @ 10'-0" A.F.F. T.O. TRANSOM @ 13' -7" A.F.F. ABOVE BUSRUN p x- 48" X 1 ACCESS PANEL ON TOPSIDE OF FASCIA SOFFIT REFLECTED CEILING PLAN MODEL NUMBER L- 1- 48- 120- GEB -HC38 73.752.053 88.131 88.130 SPLEDWRCZ LE- S -1 -ELN SCALE: . 11T-r-0" (2) 32W T8 W/FIXTURE REVIEWED FOR CODE COMPLiANCE APPROVED MAR 2 5 NOB City Of Tukwila WILDING rVISION CORRECTION LTR# LAMP DESCRIPTION OSRAM SYLVANIA 3 7 W /BT4Q/I R/ 12V /40 /CS/ GY6.35 T4/90W/12V/GY6.35/1750M T4/90W/12V/GY6.35/1750LM CEILING PLAN GENERAL NOTES 1. EMERGENCY LIGHTS TO BE INSTALLED ON SEPARATE CIRCUIT. 2. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO SUBMIT PLANS FOR MODIFICATION OF THE FIRE SPRINKLER SYSTEM AS REQUIRED TO ACCOMODATE THE NEW TENANT SPACE, G.C. MUST USE LANDLORD APPROVED SPRINKLER CONTRACTOR FOR ALTERATIONS. SUBMIT SHOP DRAWINGS TO THE LANDLORD, OWNER AND ARCHITECT FOR REVIEW. 3. ALL FINISHING AND PAINTING REQUIREMENTS SHALL BE DIRECTED TO THE FINISH SCHEDULE, SPECIFICATIONS, AND INTERIOR ELEVATIONS. 4. ALL SPRINKLER HEADS IN GYPSUM CEILING SHALL BE FULLY CONCEALED TYPE: RELIABLE MODEL #G4 WITH WITH FLUSH WHITE COVER PLATE. 5. ALL LIGHT FIXTURES INCLUDING EXIT LIGHTS, EMERGENCY LIGHTS, ETC. SHALL BE FURNISHED BY OWNER AND INSTALLED BY THE CONTRACTOR. 6. CONTRACTOR TO USE LASER FOR LEVELING OF ALL SOFFITS, CEILINGS AND SUSPENDED GRIDS. 7. ELECTRICAL CONTRACTOR TO VERIFY THAT EXISTING SERVICE IS ADEQUATE FOR DESIGN LOADS. IF NOT, NOTIFY ARCHITECT IMMEDIATELY. 8. ALL EQUIPMENT SHALL BEAR UL LABELS. 9. ELECTRICAL CONTRACTOR MUST PROVIDE AN IDENTIFICATION NAMEPLATE ON TENANTS MAIN ELECTRICAL SERVICE FUSIBLE DISCONNECT SWITCH IN LANDLORD'S DISTRIBUTION PANEL. NAMEPLATE MUST BE 1 /8" THICK PLASTIC, BLACK ON WHITE ETCHED TO LEAVE WHITE LETTERS. THE SIZE SHALL BE ONE -INCH HIGH BY REQUIRED LENGTH, WITH TENANTS SPACE NUMBER ENGRAVED ON [T. PERMANENTLY AFFIX TO DISTRIBUTION PANEL. 10. SEE ELECTRICAL DRAWINGS FOR EMERGENCY & NIGHT LIGHTS. 11. ARCHITECT IS NOT RESPONSIBLE FOR TITLE 24 SPECIAL INSPECTIONS AND TESTING. ALL TITLE 24 SPECIAL INSPECTIONS AND TESTING REQUIRED ON THE PROJECT SHALL BE PERFORMED BY A QUALIFIED THIRD PARTY CONTRACTOR, ENGINEER, OR LICENSED TITLE 24 PROFESSIONAL. FD RECESSED FLOURESCENT DOWNLIGHT 3500K INTEGRAL BALLAST MERCURY FLOURESCENTS 3500K INTEGRAL BALLAST FLOURESCENTS MERCURY w 3500K INTEGRAL BALLAST FLOURESCENTS MERCURY 35UUK IN I tt.3KAL tLtC . DIMMING BALLAST FLOURESCENTS 3500K INTEGRAL BALLAST FLIUR C LT 6500K LED - (6) LED's / MODULE COOPER PORTFOLIO MERCURY GENERAL ELECTRIC TETRA POWER GRID LED LIGHTING SYSTEM L L - L AIL L AIL 0 160 (1) 3W LED MODULE ■ GFRG ACCESS PANEL WIND -LOCK TR -AP018 2 Issue No. Job Address Drawn By: KM Job No. 07025 Scale 1/4"=1 ' Sheet No. Architect PERMIT SET DTM Dennis T Mitchell NCARB, AIA 6031 1-20 WEST, SUITE 260 ARUNGTON, TX 76017 817.265.2415 FAX 817483 DTMArchitect @DTMArchitect.com Checked By: azo BUILDING DEPT. COMMENTS Job Title MAC SOUTHCENTER AR 1 3 2003 MIS T. LeTeltil STATE OF WASH TO ELECTRICAL COMMENTS 807 SOUTHCENTER MALL TUKWILA, WA 98188 Sheet Title REFLECTED CEILING PLAN oo1 45$ CT . , ;,e r r > 9 ' r.) MAR 17 2008 a��I i,1r CENTER A3.0 Date 11.30.07 01.25.08 02.22.08 03.13.08 Written dimensions on these drawings shall have precedence over scaled dimensions. Drawings shall not be scaled. Contractors shall verify, and be responsible for, all dimensions and conditions shown by these drawings. Shop details must be submitted to this office for approval before proceeding with fabrications. The drawings and their design content are the sole property of the Architect and may not be reused or reproduced in arty manner without our express written consent. (E) MALL BULKHEAD 6* MALL BULKHEAD +15' -0" V.I.F. 1/2" REVEAL PAINTED BLACK 3 5/8" 20 GA. MTL. SLIP TRACK W/ #10 SMS. L 12" O.C. TYP. 3 5/8" 20 GA. @ 48" O.C. MAX. ICBO# 4943. 3/4" PLYWOOD PAINTED DUROPLEX MTL. STUD HEADER GLAZING CHANNEL 1/4" CLR. GLAZING B.O. SIGNAGE FASCIA +1 O' - 0" V.I.F. SIGNAGE -SEE ELEVATIONS STEEL BEAM - S.S.D. MTL. FRAMING, SEE 5.5.D. 3/4" PLYWOOD POWDER COATED BREAK METAL SIGNAGE FASCIA 1/4" CLEAR TEMPERED GLAZING (E) NEUTRAL PIER BEYOND BLACK POWDER COATED SILL Ad FINISH FLOOR +0' -0" V.I.F. STOREFRONT SECTION SCALE: 3/4 " =1-0" MALL BULKHEAD • +15' - 0" A.F.F. T.O. TRANSOM • +13' -7" A.F.F. aim B.O. SIGNAGE FASCIA • +10' -0" A.F.F. 4 T.O. MILLWORK/ B.O. SOFFIT +8' -1" A.F.F. pik FINISH FLOOR +0' -o" MALL BULKHEAD +13' -7" A.F.F. pis B.Q. GYP,BD. CEILING +10' -6" A.F.F. • T.O. MILLWORK/ B.O. SOFFIT • +8 A.F.F. O FINISH FLOOR +0' -0" 40 *... EMI MI MO , I i I A m woo PLANE CHANGE 1 MS -F (PL -2) ii I /XXL POSTER BOX PLANE CHANGE MS -F MS -C MS -C KPT -2> (PL -S) ( IViT -2> K - 2) MS - C PL -2) K PT7) BLACK ACRYLIC (PL-5) (GL -3) TYP. MU 1 FACELIT PIN - MOUNTED MAC LOGO a N K B2 - )014450 AC -6 TYP. MS -A PL -2) PL -2 • ME Ad giv Al % XXL POSTER BOX PLANE CHANGE (PT-7) INTERIOR ELEVATION (E) MALL BULKHEAD B -2 SCALE: 1/4"-1'-0" INTERIOR ELEVATION SCALE: 1/4"=1-0" Issue No. Job Title MAC SOUTHCENTER Job Address 633 SOUTHCENTER PKWY TUKWILLA, WA 98188 Sheet Title INTERIOR ELEVATIONS Drawn By: KM Job No. 07025 Scale as noted Sheet No. Architect PERMIT SET � � t .k ''. ,:Ca nl DERAIS T. LiliC'.' STATE OF WAS; i GTONI Checked By: DTM Dennis T Mitchell NCARB, AIA 6031 I -20 WEST, SUITE 260 ARLINGTON, TX 76017 817.265 -2415 FAX 817.483 -7377 DTMArchitect @D TMArchitect.com ECEIAff DEC 12 2007 PERMIT CENTEr. A4.0 Date 11.30.07 Written dimensions on these drawings shall have precedence over scaled dimensions. Drawings shall not be scaled. Contractors shall verify, and be responsible for, all dimensions and cotulitions shown by these drawings. Shop details must be submitted to this office for approval before proceeding with fabrications. The drawings and their design content are the sole property of the Architect and may not be reused or reproduced in any manner without our express written consent. , B.O. GYP.BD. CEILING +10' -6" A.F.F. di B.O. SIGNAGE FASCIA +10' -0" A.F.F. T.O. MILLWORK/ B.O. SOFFIT +8' -1" A.F.F. _FINISH FLOOR +0 -0" 4 6 MALL BULKHEAD +1 3'-7" A.F.F. L B.O. GYP.BD. CEILING +10' -6" A.F.F. T.O. MILLWORK/ B.Q. SOFFIT +8' -1" A.F.F. FINISH FLOOR +0 -0" (MT -2> (PL 5) MIRROR TO 10' -0" A.F.F. PLANE CHANGE SLIDING GLASS PANELS W/ CR LAURENCE SGH8SC HANDLES • SLIDING GLASS PANELS W/ CR LAURENCE SGH8SC HANDLES (PT -1) `MT -2) (CM 2 KPT -1> (MT -2) PLANE CHANGE BLACK POWDER COATED SILL, TYP. EXISTING NEUTRAL PEIR TO REMAIN PLANE CHANGE MITRE ALL CORNERS PLANE CHANGE INTERIOR ELEVATION SCALE: 117=-1'-0" INTERIOR ELEVATION SCALE: 1 /2 " =1' -0" \ :: \ct on �� • rvi itIE D�. t Issue No. Architect PERMIT SET Job Title MAC SOUTHCENTER Job Address 633 SOUTHCENTER PKWY TUKWILLA, WA 98188 Sheet Title INTERIOR ELEVATIONS Drawn By: KM Job No. 07025 Scale as noted Sheet No. Checked By: DTM Dennis T Mitchell NCARB, AIA 6031 I-20 WEST, SUITE 260 ARLINGTON, DC 76017 817.265 -2415 FAX 817.483 -7377 DTMArchitect@OTMArch ftect.cam 11.30.07 rtifECT 1 k ....,L Ni'ST. STATE OF 4'>ASHINGTO DEC 12 cut PERMIT UtI A4.1 Date Written dimensions on these drawings shall have precedence over scaled dimensions. Drawings shall not be scaled. Contractors shall verify. and be responsible for, all dimensions and conditions shown by these drawings. Shop details must be submitted to this office for approval before proceeding with fabrications. The drawings and their design content are the sole property of the Architect and may not be reused or reproduced in any manner without our express written consent. RESTROOM ACCESSORIES ITEM MANUF. /MODEL REMARKS SURFACE MOUNTED CHANNEL FRAME MIRROR BOBRICK MODEL B -165 -2448 SATIN STAINLESS STEEL RECESSED PAPER TOWEL DISPENSER & WASTE BIN BOBRICK MODEL B -369 SATIN STAINLESS STEEL RECESSED TOILET TISSUE DISPENSER W /STORAGE SPACE FOR EXTRA ROLL BOBRICK MODEL B -6637 SATIN STAINLESS STEEL GRAB BARS BOBRICK MODEL B-6106 SATIN STAINLESS STEEL RECESSED SOAP DISPENSER BOBRICK MODEL B -4063 (CONTURA SERIES) SATIN STAINLESS STEEL SURFACE MOUNTED TOILETRY SHELF BOBRICK MODEL B -6837 TOILETRY SHELF SATIN STAINLESS STEEL ADA WATER CLOSET AMERICAN STANDARD CADET #2377.100 FLR MTD, ELONGATED BOWL, TANK TYPE, CHROME TRIP LEVER, WATER SAVE, CITREOUS CHINA, 16" RIM HEIGHT OPEN FRONT TOILET SEAT OLSONITE MODEL #95 WHITE W/ CHROME SUPPLY W/ STOP LAVATORY (RESTROOM) TOTO LHT241.8G LAVATORY (PMU) ELKAY ELU -715 UNDERMOUNT WATER HAMMER ARRESTER SIOUX CHIEF 750 OR EQ. BY PRECISION PLUMBING SATIN STAINLESS STEEL FLOOR DRAIN ZURN #2415, 3" NICKEL BRONZE STRAINER PROVIDE TAP PRIMER IF REQUIRED BY CODE OR SHOWN ON DRAWINGS TAP PRIMER ZURN ZARB -1022 SANI GUARD AUTOMATIC TRAP PRIMER, BODY W/ INTEGRAL VACUUM BREAKER, NON - LINING INTERNAL OPERATING ASSEMBLY WITH GASKET BRONZE COVER DRINKING FOUNTAIN ELKAY STAINLESS STEEL BARRIER FREE, FULLR RECESSED WALL MOUNT. MODEL # EDFB12C MOP SINK ADVACNE TABCO STAINLESS STEEL, FLOOR MOUNTED MOP SINK. MODEL NUMBER 9 -OP-40 7' -0 1 /4" y 1'-6" 91/4" fir 1' -6" 4 3/4' NIIIMIMI= II Il I EN=1 il \ CO/ rill 1 11 \/ .9-.1. 1 illiMqj r 1 l.0 1 ♦ ,' \ .0 L-,Z .0 - ,z ' - .,_ . N. 4' -11" r u9-, l 1 c _ = `Q f f \ _\\ . .0 1.-,Z - 7' -0 1 /4" L 2' -7" V 1'-61 /2" 1'-4 3/4" 8 3/4" 8 3/4" V V V V 1 NIIIMIMI= II Il I EN=1 il \ CO/ rill \ \/ .9-.1. 1 illiMqj r ._. ♦ ,' 1' -6" 1' - 1'f 1 'I' Il I 1 n0 - ,l1 \ CO/ ,.0-, l 1 \ \/ .9-.1. 1 r ♦ ♦ ,' .0 L-,Z - .,_ . N. 4' -11" GRAB BAR TOILET PAPER HOLDER 0 3" WATER CLOSET 2' -0 EQ. PT -2 4, • • D PL -3 CABINET WITH (3) SHELVES AND WHITE MTL GROMMETS 2" O.C. VERTICALLY EQ. MTL STANDARDS WHITE MELAMINE SHELVING 4" PLASTIC LAMINATE BACKSPLASH WHITE PLASTIC LAMINATE COUNTERTOP RECEIVING COUNTER ELEVATION MANAGER'S OFFICE NOTES 1. UNDERDESK KEY BOARD AT MANAGER'S OFFICE: SPEC: ELDON, #60553 KEYBOARD & MOUSE SUPERSTATION OR SIMILAR. NOTE: TO BE SUPPLIED AND INSTALLED BY THE GC. 2. SHELVING BRACKETS /HARDWARD ABOVE MANAGER'S DESK AND STAFF AND RECEIVING COUNTERS: SPEC: ECONOCO HARDWARE COMPANY OR EQUAL STANDARDS: 2230/96/96 - SURFACE MOUNTED IMPERIAL LINE, HEAVY WEIGHT SINGLE SLOT WITH 1" SLOTS ON 2" CENTERS. INSTALL WITH #12 SCREWS IN EVERY HOLE PROVIDED FOR ATTACHMENT. BRACKETS: G12-12" BLADE BRACKETS WITH TIGHTENING SCREW. SHELF REST: GLKC - DELUXE STYLE SNAP -IN CENTER SHELF REST NOTE: TO BE SUPPLIED AND INSTALLED BY THE GC; ALSO THE FIRST SHELF ABOVE THE TOP OF THE MANAGER'S DESK SHOULD BE A MINIMUM OF 18" DEEP TO HOLD THE PO5 EQUIPMENT. SCALE: 1/2".1'-0" TOILET PAPER HOLDER RECEIVING COUNTER PLAN SCALE: 1 /x' -r -o n MIRROR Cr -3 WALL MOUNTED LAVATORY PT-2 17° MIN: • I Z 0. 4 4 cc n — MTL STANDARDS EQ. 1'-6" 1' -6" 7'-6" 1 WHITE MELAMINE SHELVING WHITE 18" MELAMINE SHELF MICROWAVE 4" PLASTIC LAMINATE BACKSPLASH WHITE PLASTIC LAMINATE COUNTERTOP REFRIGIRATOR STAFF COUNTER ELEVATIONS / —Kn 2)— OFFICE INTERIOR ELEVATIONS SCALE: 1 /2 " =1'-0" E SAFE ALIGN W/ SINK A ` B NOTE INSULATE EXPOSED HOT WATER & DRAIN PIPES - NO SHARP OR ABRASIVE EDGES SHALL BE EXPOSED 3/4" PLASTIC LAMINATE SHELVING, TYP. HEAVY -DUTY METAL STANDARS PROVIDE AS MANY STANDARDS AS REQ'D PER LENGTH OF DESK. SEE SPEC. — 18" DEEP LOWER SHELF 4" PLASTIC LAMINATE BACKSPLASH — COUNTERTOP — CONT. CLEAT SUPPORT AT SIDES & BACK SLIDING KEY BORD MOUNTED TO UNDERSIDE OF DESK FILE CABINET SCALE: 1 /2 " =1' -0" M A — MIRROR WALL MOUNTED ( LAVATORY MOP SINK RESTROOM INTERIOR ELEVATIONS 42" COMPUTER 42" ETHERNET 42° SYSTEM MUSIC 42' SURGE COMPRESSION N 18' SAFE 42' PRINTER 42' TEL LINE 42' DATA LINE 4T FAX .1•• fl Iiiii N, _ , X 0 I I I I I II ,‘\ 4.. .r_'..f .. �. t •4 . 42" ADT O 7'-0 1 /4" I L 2'{" STAFF COUNTER PLAN SCALE: 1 /2 " =1' -0" DRINKING FOUNTAIN 0 ENLARGED OFFICE PLAN SCALE: 112 ENLARGED RESTROOM PLAN SCALE: 1 12" -1'-0" ft— TB/ft - WED FOR CODE COMPLIANCE APPROVED MAR 9 t:i ZUOU City Of Tukwila ILDING DI ION PRCIii'ILT FIRE TREATED BLOCKING WALL AS NEEDED Issue No. Architect PERMIT SET BID SET Dennis T Mitchell NCARB, AIA 6031 I.20 WEST, SUITE 260 ARLINGTON, TX 76017 817 -265 -2415 FAX 817483.7377 DTMArchftect @DTMArchitect,com Job Address Drawn By; KM Job No. 07025 Scale as noted Sheet No. BUILDING DEPT. COMMENTS ,rr„ ;,�,. �9t�a'suil:� JAN 2 9 2008 DENNIS T. STATE OF WASHINGTON Job Title MAC SOUTHCENTER 807 SOUTHCENTER MALL TUKWILA, WA 98188 Checked By: DTM A4.2 Date 11.30.07 01.25.08 01.29.08 Sheet Title INTERIOR ELEVATIONS & ENLARGED PLAP RECEIVED CITY OF TUKWILA FEB 0 4 2008 PERMIT CENTER Written dimensions on these drawings shall have precedence over scaled dimensions. Drawings shall not be scaled. Contractors shall verify, and be responsible for, all dimensions and conditions shown by these drawings. Shop details must be submitted to this office for approval before proceeding with fabrications. The drawings and their design content are the sole property cf the Architect and may not be reused or reproduced in wry manner without our express written consent. 1 /\ , - / \ CO/ \ \/ GRAB BAR TOILET PAPER HOLDER 0 3" WATER CLOSET 2' -0 EQ. PT -2 4, • • D PL -3 CABINET WITH (3) SHELVES AND WHITE MTL GROMMETS 2" O.C. VERTICALLY EQ. MTL STANDARDS WHITE MELAMINE SHELVING 4" PLASTIC LAMINATE BACKSPLASH WHITE PLASTIC LAMINATE COUNTERTOP RECEIVING COUNTER ELEVATION MANAGER'S OFFICE NOTES 1. UNDERDESK KEY BOARD AT MANAGER'S OFFICE: SPEC: ELDON, #60553 KEYBOARD & MOUSE SUPERSTATION OR SIMILAR. NOTE: TO BE SUPPLIED AND INSTALLED BY THE GC. 2. SHELVING BRACKETS /HARDWARD ABOVE MANAGER'S DESK AND STAFF AND RECEIVING COUNTERS: SPEC: ECONOCO HARDWARE COMPANY OR EQUAL STANDARDS: 2230/96/96 - SURFACE MOUNTED IMPERIAL LINE, HEAVY WEIGHT SINGLE SLOT WITH 1" SLOTS ON 2" CENTERS. INSTALL WITH #12 SCREWS IN EVERY HOLE PROVIDED FOR ATTACHMENT. BRACKETS: G12-12" BLADE BRACKETS WITH TIGHTENING SCREW. SHELF REST: GLKC - DELUXE STYLE SNAP -IN CENTER SHELF REST NOTE: TO BE SUPPLIED AND INSTALLED BY THE GC; ALSO THE FIRST SHELF ABOVE THE TOP OF THE MANAGER'S DESK SHOULD BE A MINIMUM OF 18" DEEP TO HOLD THE PO5 EQUIPMENT. SCALE: 1/2".1'-0" TOILET PAPER HOLDER RECEIVING COUNTER PLAN SCALE: 1 /x' -r -o n MIRROR Cr -3 WALL MOUNTED LAVATORY PT-2 17° MIN: • I Z 0. 4 4 cc n — MTL STANDARDS EQ. 1'-6" 1' -6" 7'-6" 1 WHITE MELAMINE SHELVING WHITE 18" MELAMINE SHELF MICROWAVE 4" PLASTIC LAMINATE BACKSPLASH WHITE PLASTIC LAMINATE COUNTERTOP REFRIGIRATOR STAFF COUNTER ELEVATIONS / —Kn 2)— OFFICE INTERIOR ELEVATIONS SCALE: 1 /2 " =1'-0" E SAFE ALIGN W/ SINK A ` B NOTE INSULATE EXPOSED HOT WATER & DRAIN PIPES - NO SHARP OR ABRASIVE EDGES SHALL BE EXPOSED 3/4" PLASTIC LAMINATE SHELVING, TYP. HEAVY -DUTY METAL STANDARS PROVIDE AS MANY STANDARDS AS REQ'D PER LENGTH OF DESK. SEE SPEC. — 18" DEEP LOWER SHELF 4" PLASTIC LAMINATE BACKSPLASH — COUNTERTOP — CONT. CLEAT SUPPORT AT SIDES & BACK SLIDING KEY BORD MOUNTED TO UNDERSIDE OF DESK FILE CABINET SCALE: 1 /2 " =1' -0" M A — MIRROR WALL MOUNTED ( LAVATORY MOP SINK RESTROOM INTERIOR ELEVATIONS 42" COMPUTER 42" ETHERNET 42° SYSTEM MUSIC 42' SURGE COMPRESSION N 18' SAFE 42' PRINTER 42' TEL LINE 42' DATA LINE 4T FAX .1•• fl Iiiii N, _ , X 0 I I I I I II ,‘\ 4.. .r_'..f .. �. t •4 . 42" ADT O 7'-0 1 /4" I L 2'{" STAFF COUNTER PLAN SCALE: 1 /2 " =1' -0" DRINKING FOUNTAIN 0 ENLARGED OFFICE PLAN SCALE: 112 ENLARGED RESTROOM PLAN SCALE: 1 12" -1'-0" ft— TB/ft - WED FOR CODE COMPLIANCE APPROVED MAR 9 t:i ZUOU City Of Tukwila ILDING DI ION PRCIii'ILT FIRE TREATED BLOCKING WALL AS NEEDED Issue No. Architect PERMIT SET BID SET Dennis T Mitchell NCARB, AIA 6031 I.20 WEST, SUITE 260 ARLINGTON, TX 76017 817 -265 -2415 FAX 817483.7377 DTMArchftect @DTMArchitect,com Job Address Drawn By; KM Job No. 07025 Scale as noted Sheet No. BUILDING DEPT. COMMENTS ,rr„ ;,�,. �9t�a'suil:� JAN 2 9 2008 DENNIS T. STATE OF WASHINGTON Job Title MAC SOUTHCENTER 807 SOUTHCENTER MALL TUKWILA, WA 98188 Checked By: DTM A4.2 Date 11.30.07 01.25.08 01.29.08 Sheet Title INTERIOR ELEVATIONS & ENLARGED PLAP RECEIVED CITY OF TUKWILA FEB 0 4 2008 PERMIT CENTER Written dimensions on these drawings shall have precedence over scaled dimensions. Drawings shall not be scaled. Contractors shall verify, and be responsible for, all dimensions and conditions shown by these drawings. Shop details must be submitted to this office for approval before proceeding with fabrications. The drawings and their design content are the sole property cf the Architect and may not be reused or reproduced in wry manner without our express written consent. T.O. TRANSOM +13' -7" di FINISH FLOOR +0' -0" (E) MALL BULKHEAD obik B.O. SIGNAGE FASCIA +10' -0" FACELIT WHITE MAC LOGO a w (E) NEUTRAL PIER TO REMAIN FIXED PANELS W/1/2" CLR. TEMPERED GLAZING Et STRUCTURAL SEALANT @ ALL JOINTS, TYP. 2 5" 7. it c0 MITRE ALL GLASS ORDERS -I SEAL W/ STRUCTURAL SEALANT- SEE 13/A6.1 SLIDING GLASS PANELS W/ 1/2" CLR TEMPERED GLASS & CR LAURENCE SGHBSC HANDLES (MT - 2) PLANE 'CHANGE (3) EQ FIXED PANELS W/1/2" CLR. TEMPERED GLAZING & STRUCTURAL SEALANT @ ALL JOINTS, TYP. 1/4" CLEAR GLASS, TYP. FIXED PANELS W/1/2" CLR. TEMPERED GLAZING Et STRUCTURAL SEALANT @ ALL JOINTS, TYP. Is' • B TYP. (4) EQ PANELS W/1/2" CLR, TEMPERED GLAZING: (2) ■,s. W/ S RUCTURAL SEALANT @ ALL JOINTS, TYP. 11r BLACK REVEAL, TYP. XXL POSTER BOX EXISTING NEUTRAL PEIR WITH MALL FINISHES TO REMAIN II II II II TEXTURED BLACK DURAPLEX ; 1 12" REVEAL PAINTED BLACK fO FACELIT WHITE MAC LOGO ' STAINLESS STEEL BASE R CODI e , C L ad STOREFRONT ELEVATION SCALE: 1 /2" -1' -O" ENLARGED STOREFRONT PLAN SCALE: 1 /Y -1' -0 lIENNED FOR E COMPLIANCE , PPROVE AAR 2 5 ?U'fJ$ it"; C TUICW@Id _DING DIVISIQN _..I MALL FINISH 1/2" BLACK REVS/ TEXTURED BLACK DURAPLEX Issue No. BID SET Job Address Dennis T Mitch NCARB, A IA Architect 6031 1-20 WEST, SUITE 260 ARLINGTON, TX 76017 817. 265.2415 FAX 8174834377 PTMArchitect @DTMArchitect.com PERMIT SET BUILDING DEPT. COMMENTS Job Title MAC SOUTHCENTER 807 SOUTHCENTER MALL TUKWILA, WA 98188 Sheet Title EXTERIOR ELEVATIONS Drawn By: Checked By: KM DTM Job No. 07025 Scale as noted Sheet No. STATE Of WASI?INGION 01.29.08 RECEIVEV FEB 2 8 2008 PERMIT CENTT A5.0 Date 11.30.07 01.25.08 Written dimensions on these drawings shall have precedence over scaled dimensions. Drawings shall not be scaled. Contractors shall verify, and be responsible for, all dimensions and conditions shown by these drawings. Shop details must be submitted to this office for approval before proceeding with fabrications. The drawings and their design content are the sole property of the Architect and may not be reused or reproduced in any manner without our express written consent. (E) NEUTRAL PIER TO REMAIN d B.O. MALL BULKHEAD +15' -0" T.O. TRANSOM +13 B.O. SIGNAGE FASCIA +10' -0" 1/2" BLACK REVEAL, TYP. FINISH FLOOR TO'y" z • l� a W PAINTED DURAPLEX TO MATCH MALL BULKHEAD FINISH 5" f FACELIT WHITE MAC LOGO t0 FIXED PANELS W/1/2" CLR. TEMPERED GLAZING Et STRUCTURAL SEALANT @ ALL JOINTS, TYP. BLACK 1/2" REVEAL 1/2" BLACK REVEAL, TYP. SLIDING GLASS PANELS W/ CR LAURENCE SGHBSC HANDLES (6) EQ PANELS W/1/2" CLR. TEMPERED GLAZING: (3) MALL BULKHEAD (E) NEUTRAL PEIR TO REMAIN BLACK POWDER COATED SILL, TYP. Do rr MIRROR - SEE ELEVATIONS BLACK 1/2 REVEAL GLOSSY BLACK POWDER COATED METAL W/ MITRED CORNERS i MT2) RE! CODE A BUD STOREFRONT ELEVATION SCALE: 1 /2 -1'•O' MITRE ALL GLASS CORNERS Et SEAL W/ STRUCTURAL SILICONE SEALANT - SEE 13/A6.1 n ENLARGED STOREFRONT PLAN SCALE 1 IT- 1' -O 1EWED FOR COMPLIANCE PPROVED AR 2 21106 ty Of T( ` 11l8 IVISION Issue No. Architect PERMIT SET BID SET 01.25.08 BUILDING DEPT. COMMENTS 01.29.08 d'r i, 11; Eit FEe 2 5 7008 STATE OF WAS-NU i%1'; Job Title MAC SOUTHCENTER Job Address 807 SOUTHCENTER MALL TUKWILA, WA 98188 Sheet Title EXTERIOR ELEVATIONS Drawn By: KM Scale as noted Sheet No. 6 Checked By: DTM Dennis T Mitchell NCARB, AIA 6031 1-20 WEST, SUITE 260 ARLINGTON TX 76017 817.265.2415 FAX 817483.7377 DTMArchitect@DTMArchitectcom Job No. 07025 RECEIVED FEB 2 8 z008 PERMIT uENTIER A5.1 Date 11.30.07 Written dimensions on these drawings shall have precedence over scaled dimensions. Drawings shall not be scaled. Contractors shall verify, and be responsible for, all dimensions and conditions shown by these drawings. Shop details must be submitted to this office for approval before proceeding with fabrications. The drawings and their design content are the sole property of the Architect and may not be reused or reproduced in wry manner without our express written consent. RESTROOM PPP A 4 s4 1 4 4 2 4 6 • 4 SEE PARTITION TYPES. H.M. DOOR FRAME (SEE DOOR SCHEDULE). EXTENT OF GYP. BD. AT ACT CEILINGS, TYP. ACT CEILING WHERE OCCURS (4) ANCHORS PER JAMB. WALL PARTITION. SEE DETAILS ON A6.0 WALL ® ACT CEILING SCALE: 1' =1' -0" WALL PARTITION, SEE A6.0 FOR DETAILS. 1/2" GYP. BD. SOFFIT /CEILING HEIGHT VARIES, SEE RCP. WALL ® GYP. BD. CEILING STOCK ROOM DOOR AS SCHEDULED SCALE: 1"-1-0" CERAMIC TILE FLOORING ON SETTING BED & WATER- PROOFING MEMBRANE 6" WIDE MARBLE SADDLE STOCK RM. VINYL TILE EXISTING CONCRETE SLAB THRESHOLD ® RESTROOM SCALE: 3" =1' -O" HEAD @ HM DOOR SCALE:1 1/2"-V-0" 6 2 l7 PAINTED DUROPLEX 1 HR DEMISING WALL REVEAL CHANNEL, PAINTED BLACK MALL FINISH BREAK METAL ADHERED TO 1/2" PLYWOOD 1/4" CLEAR GLAZING GLAZING CHANNEL FASTENER PER MANUF. MTL STUDS - S.S.D. STL BEAM - S.S.D. MTL STUDS - S.S.D. FASTENER PER MANUF. BREAK METAL ADHERED TO 1/2" PLYWOOD FIXED GLAZING UNIT SLIDING GLASS DOOR 1/4" CLEAR TEMPERED GLAZING FIXED GLAZING UNIT SLIDING GLASS DOOR FINISH FLOOR - ALIGN W/ MALL TILE FASTENER PER MANUF. 1/8" ZINC TRANSITION STRIP MALL TILE J aMal d C NOT USED (12 SCALE: REVEAL C MALL CORNER SCALE: BREAK METAL ADHERED TO 1/2" PLYWOOD 1/4" CLEAR TEMPERED GLAZING HEAD ® STOREFRONT SCALE: THR @ STO' EFRONT SCALE: i cik FIN. FLOOR IlJyr +01 -0I" STOCK ROOM J a d 4 pig U.O. STRUCTURE +13' -7" V.I.F. 1/2" BLACK METAL REVEAL FIRE CAULKING & SEALANT BASE 4 MALL SIDE 4 4 4 v 4 v 4 4 o • a 18 TENANT SIDE SALES AREA DOOR AS SCHEDULED STOCK RM. VINYL TILE, FEATHER OUT FROM DOOR AS REQD FOR VINYL FLOOR TO BE FLUSH W /CERAMIC. SLOPE NOT TO EXCEED 1:12 1/8" THICK ZINC TRANSITION STRIP NEW CERAMIC TILE FLOORING (E) CONCRETE SLAB THRESHOLD @ STOCKROOM 11- 458 6" METAL SLIP TRACK W/ #10 SMS ® 12 0.C., TYP. U.O. STRUCTURE DUROPLEX CEILING AS OCCURS SCALE: 3 " =1' -0" NOT USED NOT USED SCALE: 3/4 " =1-0" DEMISING WALL - 6" 20 GA METAL STUDS @16 "O.C. SCALE: 3/d " =1' -0" (1) LAYER 5/8" TYPE "X" GYP. BD. EACH SIDE (E) HILTI PNEUMATIC SHOT PIN .145 DIA. C 16" O.C. 1" EMBED ICBO# 2388 EXTERIOR WALL (5' SCALE: 314 " =1-0" U.O. STRUCTURE +13' -7" V.I.F. ala FIN. FLOOR +0' -0" pin U.O. STRUCTURE +13 -7" V.I.F. FIN. FLOOR +0 -0 ADJACENT TENANT ADJACENT TENANT 6" BOTTOM TRACK FLOOR TILE OVER THIN SET MORTAR O/ WP MEMBRANE FINISH FLOOR +0' -0" PARTIAL HEIGHT PARTITION @ RESTROOM 4 • DEMISING PARTITION 3/4" FIRE TREATED PLYWOOD FINISH CEILING kb +8' -0'I 5/8 " GYP. BD. 6" MTL JOISTS ® 16" O.C. 6" 20 GA MTL STUDS ® 16" O.C. W/ 5/8" TYPE X GYP. BD. EA SIDE R19 BATT INSULATION TILE +4' -0" TILE OVER THIN SET MORTAR 0/ WP MEMBRANE 5/8" GREEN BOARD UNDERSIDE OF DECK 3 -5/8" 20 GA. MTL STUDS ; CO COMPLIANCE 7R @ 16" O.C. 1 LAYER 5/8" GWB APPR veo TENANT SIDE EXISTING DEMISING WALL HILTI PNEUMATIC SHOT PIN .145 DIA. @16 "O.C. 1" EMBED ICBO# 2388 SCALE: 1-1 /2" =1' -O" 3 -5/8" 20 GA. MTL STUDS @ 16" O.C. 5/8" GYP. BD. 3/4" 20 GA. COLD ROLLED CHANNEL. BRIDGING SPACED AT 4' -0" D.C. HORIZONTALLY PARTIAL HEIGHT PARTITION I Wu SCALE: 3/4 " =1' -0" 3 5/8" 20 GA. MTL SLIP TRACK W/ #10 SMS AT 12" O.C., TYP. (2) #10 SMS AT 12" O.C., TYP. CONTINUOUS 3 5/8" 20 GA. SHAPED TOP TRACK W/ #10 SMS AT IT O.C., TYP. 3 5/8" 20GA. C 4' -0" O.C. EACH DIRECTION. ICBO# 4943. 3 5/8" 20 GA. METAL STUDS @ 16" O.C. CEILING AS OCCURS 5/8" GYP. BD, EA. SIDE 3/4" 20 GA. COLD ROLLED CHANNEL. BRIDGING SPACED AT 4' -0" O.C. HORIZONTALLY BASE .45 SCHEDULED HILTI PNEUMATIC SHOT PIN .145 DIA. @ 16" O.C. 1" EMBED ICBO# 2388 FULL HEIGHT PARTITION SCALE: 3/4 " =1' -O" UNDERSIDE OF STRUCTURE (E) 6" SLOTTED TRACK TENANT SIDE (E) DEMISING WALL - 6" METAL STUDS ® 16" O.C. - V.I.F. (1) LAYER 5/8" TYPE "X" GYP BD. HOLD 6" BELOW STRUCTURE. (1) LAYER 5/8" TYPE "X" GYP. BD. BY OTHERS (E) HILTI PNEUMATIC SHOT PIN .145 DIA. ® 16" O.C. 1" EMBED ICBO# 2388 1 HOUR RATED PARTITION SCALE: 3/4"=1' -O" MAR ;-2 ire .08 City Of Tukwila Issue No. Job Address Drawn By: KM Job No. 07025 Scale as noted Sheet No. Architect PERMIT SET Dennis T Mitchell NCARB, AIA 6031 1 -20 WEST, SUITE 260 ARLINGTON TX 76017 817. 265.2415 FAX 817 -483 -7377 DTMArchitect@DTMArchltect.cam Job Title MAC SOUTHCENTER Sheet Title DOOR & WALL DETAILS 633 SOUTHCENTER PKWY TUKWILLA, WA 98188 Checked By: DTM 't. rag 1 � ,`:RTFELL STATE O1 IN ; HllGTO; Ike 12 2007 ,'ERMIi CENTER A6 .( Written dimensions on these drawings shall have precedence dimensions. Drawings shall not be scaled, Contractors shall vi responsible for, all dimensions and conditions shown by these drawings, must be submitted to this office for approval before proceeding withj The drawings and their design content are the sole property of th and may not be reused or reproduced in any manner without our express wri Date 11.30.07 EDGE QUALITY THE FOLLOWING TOLERANCES ARE TO BE USED TO ASSURE HIGHEST QUALITY SURFACES APPEARANCE, AND CONSISTENCY IN EDGEWORK. EDGE CHIPS EDGE CHIPS SHOULD NOT EXCEED 1/8" WIDE BY 1/4" LONG BY20 %OFTHE GLASS THICKNESS UNLESS OTHERWISE SPECIFIED. GLAZING PATCH NOTCHES Gk.-TO PROVIDE NOTCHES AT GLASS JOINTS FOR SCREWS TO ATTACH GLAZING PATCHES AS REQ'D. FLOWBAR LINEAR DIFFUSER HARD CEILING CLIP GWB SPACKLE TRIM 1" SLOT PROVIDECONTINUOUS BLOCKING ALONG PARTITIONS RECEIVING TASSEL CURTAIN EYEHOOK SCREWED TO BLOCKING,INSTALL EYEHOOK AFTER RECEIVINGTASSEL CURTAIN TO ALIGN WI BUTTON HOLES PROVIDED IN CURTAIN TOP HEM FINISH GWB. CEILING PT - 1 COVE IN CEILING FOR HANGING TASSEL CURTAIN ( -2 > 'MAC' TASSEL CURTAIN BY 'CIRCILE VISUAL PITTCON OR SIMILAR REVEAL POWDER COATED TO MATCH PT -7 FINISH FLOOR LINE �t —TYP. BUTT JOINT �~ \ CONDITION co TYP. 90 DEG. BUTT CONDITION NOTE: VERIFY WI DTH OF OPEN JOINT W/ GLAZING SUB- CONTRACTOR. l TYP. ANGLED BUTT CONDITION GLAZING JOINTS SCALE: 1' =1-0" BUSRUN BUSRUN 3 -5/8" MTL. STUD (TYP.) DETAIL @ BUSRUN / 1 • SCALE: 3 " =1' -0" SCALE: 3" =1' -0" FIRE -RATED BLOCKING (TYP.) SKIM COAT OR SPACKLE PLENUM BOX — TAPE DETAIL ® LINEAR DIFFUSER ( 11 3 5/8" MTL. STUDS BLOCKING AS FRAMING @ 24" O.C. REQUIRED MAIN STUD TO SECURED TO U.S. OF STRUCTURE W/ KICKERS @ 48" O.C. SNAKE '5' HOOKS INTO BUTTOM HOLE IN CURTAIN TOP HEM & HOOK MTL. ROD 3/4" DIA. MTL. ROD SLIPPED THRU CURTAIN TOP HEM CORNER BEAD TAPE & SPACKLE SMOOTH 3 5/8" MTL. STUD RUNNER SECTION ® TASSEL CURTAIN SCALE: 3" =1' -0" 3 5/8" MET'L. STUDS FRAMING @ 24" O.C. DUCT AS SPECIFIED BY HVAC ENGINEER PAINT INTERIOR OF LIGHT COVE BLACK, TYP. (PT - 3) 3 -5/8" MTL. STUD, TYP. CORNER BEAD, TYP. STANDARD± 100 WIDE LINEAR DIFFUSER CONCEALED IN LIGHT COVE TO BE PAINTED MATTE BLACK( 3 5/8" MTL. STUDS FRAMING @ 24" D.C., TYP. SURFACE MOUNTED TRACK PAINT INTERIOR OF LIGHT COVE BLACK, TYP. (PT - 3> 3 -5/8" MTL. STUD, TYP. CORNER BEAD, TYP. ililii■IvIwliMi 7 1/2" 1' -0" 7 1/2" EQ h 61 /4" N.T.S. 6 1/4" N.T.S. NOT USED SCALE: 1 1 /2" =1' -0" T5 FLUORECENT LIGHTS 5/8" GYP, BD. PAINT: KPT -1 NEWMAT, FLUSH CEILING SYSTEM (CLEAR) NEWMAT, FLUSH CEILING SYSTEM (TRANSLUCENT) SECTION ® DIFUSER COVE SCALE: 2 1/2" MTL. STUDS. MAIN STUD TO SECURED TO U.Q. OF STRUCTURE W/ KICKERS @ 48" O.C. 3 " =1' -0" SECTION C LIGHT COVE 2 1/2" MTL. STUDS. MAIN STUD TO SECURED TO U.O. OF STRUCTURE W/ KICKERS @ 48" O.C. T5 FLUORECENT LIGHTS 5/8" GYP. BD. PAINT: 1 1 „ 1 - _ 1 NEWMAT, FLUSH CEILING SYSTEM (CLEAR) NEWMAT, FLUSH CEILING SYSTEM (TRANSLUCENT) SCALE: 3 " =1' -0" NOTE: 1. VERTICAL STRUT: A STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE THE STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED BY THE BRACING WIRES. (SPLAY WIRES & STRUTS AT SAME LOCATION). 2. THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12' -0 "x 12' -0" o.c. BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 4 -FEET FROM EACH WALL. 45 deg. SPLAY BRAC'G IN PLANE OF MAIN RUNNER. ATTACH ALL WIRES TO MAIN RUNNER, 4 DIRECTIONS (MAX. 12'- 0 "o.c. IN BOTH DIRECTIONS). 2" MAX. MAIN RUNNER 1' F= ZICpWp WHERE Cp =0.3 Wp= TRIBUTARY AREA X WEIGHT OF CL'G 4# MIN. NOTES: 8" MAX. 4' -O" MAX. 4' -0" MAX. 12' -O" SPLICE W/ SEISMIC LOCKING PIN F =ZICpWp (INSTALL LATERAL FORCE CEILING BRACES ONLY WHERE REQUIRED BY BUILDING CODE.) LATERAL FORCE CEILING BRACE CROSS RUNNER ROOF OR FLOOR STRUCTURE AS EXISTS. VERIFY WIRE ATTACHMENT METHOD. #10 WIRES @ 4' -0" D.C. — #12 WIRES SPLAYED IN (4) DIRECTIONS 90° APART. CONNECT TO MAIN RUNNER WITH IN 2" OF CROSS RUNNER SPACE @ 12' -0" O.C. IN EACH DIRECTION. CONNECT TO STRUCTURE ABOVE OR TO 21 /2" X 2 1 /2" X 4" STEEL ANGLE. "x 1" CROSS RUNNER @ 24"0.C. 2" MAX. 1 "x1 1/2" MAIN RUNNER TEE AT 4' -0" O.C. ACOUSTICAL CLG. TILES, SEE R.C.P. FOR TYPE WALL ANGLE FINISH WALL SUSPENDED SCOUSTIC CEILING DETAIL 1. TIE TWO ADJACENT WALLS TO CEILING MAIN AND CROSS RUNNER. 2. INSTALL CEILING GRID USING 12 GA. SPLAY WIRE HANGERS AT 45 deg., 90 deg. TO EACH OTHER (4- WIRES) BEGINNING 48" FROM START POINT OF GRID AND TILE LAYOUT AND IN BOTH DIRECTIONS AT 12' -0" THEREAFTER. 1" ELECTRICAL METAL TUBING COMPRESSION STRUT (WALL THICKNESS .114" MIN.) SCALE: M.T.S. SCALE: 1 " =1' -0" 1/2" LAY -IN CEILING DETAIL SCALE: M.T.S. ON. 0.\NeW CO0 O s> MIN. CLR. CROSS OR MAIN WALL AND RUNNER 4" MAX. 2' -0" MAX. 6 " MAX. 4' -0" MAX. 7/8" "RIGID X" CROSS CHANNEL @ 16 "o.c. 'L' BEAD ATTACHMENT ANGLE MT'L. STUD BACKER GYP. BD. CEILING ® WALL (3 SCALE: 3" =1' -0" NOTE: SUSPEND CEILING FROM STRUCTURAL MEMBERS ONLY, DO NOT ATTACH TO THE ROOF DECK. —ROOF OR FLOOR STRUCTURE AS EXISTS. VERIFY WIRE ATTACHMENT METHOD. #8 WIRES @ 4'-O" o.c. — #12 WIRES SPLAYED IN (4) DIRECTIONS 90° APART. CONNECT TO MAIN RUNNER WITHIN 2" OF CROSS RUNNER SPACE @ 12'- 0 "o.c. IN EACH DIRECTION. CONNECT TO STRUCTURE ABOVE OR TO 2 1/2" X 21/2" X 1/4" STEEL ANGLE. 1 1/2" "RIGID X" TEES @ 4'- 0 "o.c. 5/8" TYPE 'X' GYP. BRD. 7/8" CROSS CHANNEL @ 16" o.c. FINISH WALL TYP DOUBLE HUNG WINDOW HEAD 8 SILL SCALE:1 1 /2"-.1'-0" I I III III III III III III j III III III III II NOTES: 1. TIE TWO ADJACENT WALLS TO CEILING MAIN AND CROSS RUNNER. 2. INSTALL CEILING GRID USING 12 GA. SPLAY WIRE HANGERS AT 45 deg., 90 deg. TO EACH OTHER (4- WIRES) 8 GA. HANGER WIRES @ 48 "o.c. EACH WAY 1 1/2" "RIGID X" MAIN TEE @ 48 "o.c. 5/8" TYPE 'X' GYP. BRD. (TYP.) GYP. BD. CEILING DETAIL SCALE: M.T.S. MIN. CLR. CROSS OR MAIN WALL AND RUNNER 1/4" Issue No. Job Address Dennis T Mitchell NCARB, AlA Architect 6031 I -20 WEST, SUITE 260 ARLINGTON, TX 76017 817- 265.2415 FAX 817-483-7377 DTMArch itect@DTMArch itect -com PERMIT SET i A2 .i1ITECT 1 I � 4 µ . / i . �.�a,. I �'rtl�'u.�. STATE OF VyASiiii'10iO 4 Job Title MAC SOUTHCENTER 633 SOUTHCENTER PKWY TUKWILLA, WA 98188 Sheet Title CEILING DETAILS Drawn By: KM Job No, 07025 Scale as noted Sheet No. Checked By: DTM R CE W DEC 12 2007 PERMIT CENTEI A6.1 Date 11.30.07 Written dimensions on these drawings shall have precedence over scaled dimensions. Drawings shall not be scaled. Contractors shall verify, and be responsible for, all dimensions and conditions shown by these drawings. Shop details must be submitted to this office far approval before proceeding with fabrications. The drawings and their design content are the sole property of the Architect and may not be reused or reproduced in any manner without our express written consent, MARK WIDTH IN GAGE FLANGE IN A IN Sxx IN Ixx IN Rx IN Iyy IN Ry IN 2505162 -33 21/" 20 1 0.233 0.235 0.180 1.027 0.087 0.624 6005162 --33 6" 20 1 0.344 1.793 0.577 2.282 0.116 0.581 Item Required Remarks Expansion anchor placement ,r Structural steel, field welding - periodic ,r Fillet welds S2.0 �, � ■I ■I�I�il���� ICI ■� ■I■I ■EM filiTh w.m....warninalussurnamosiriamsimmilielmorn- inisia,Mi Gm 1111111111 ' ���I : xa :� ~~ I ®�i"'J' "L rr� =A " "r�i ® r'�"� ms� ...__._.. "=a .�1rr1�I�I���i1.r111111111�i��� IN��i��N�u. : x8x %2 j 7 S2.0 TYP 11 Sim WPM 1111 AMU ANL ARV I I I ^{ HS58x8x 1 /2 ; SOFFIT FRAMING PLAN PARTIAL FLOOR PLAN GENERAL G NERA Dimensions refer to rough concrete surfaces, face of studs, face of concrete block, top of sheathing, or top of slab, unless otherwise indicated. The Contractor shall verify all dimensions prior to the start of construction. The Architect shall be notified of any discrepancies or inconsistencies. All drawings are considered to be a part of the contract documents. The Contractor shall be responsible for the review and coordination of all drawings and specifications prior to the start of construction. Any discrepancies that occur shall be brought to the attention of the Architect prior to the start of construction so that a clarification can be issued. Any work performed in conflict with the contract documents or any code requirements shall be corrected by the Contractor at his own expense and at no expense to the owner or Architect. Notes and details on the structural drawings shall take precedence over general notes and typical details. Where no details are given, construction shall be as shown for similar work. All work shall conform to the minimum standards of the following codes: The International Building Code 2006 Edition, any other regulating agencies which have authority over any portion of the work, and those additional codes and standards listed in these structural notes and specifications. ASTM specifications on the structural drawings shall be of the latest revision. Refer to the architectural drawings for the following: Dimensions not shown on the structural drawings. Size and location of all floor and roof openings, except as noted. Size and location of all interior and exterior non - bearing partitions. Size and location of all door and window openings, except as noted. Size and location of inserts for cladding or ornamentation. Size and location of all concrete curbs, equipment pads, pits, floor drains, slopes, depressed areas, change in level, chamfers, grooves, inserts, etc. Floor and roof finishes. The contract structural drawings and specifications represent the finished structure. They do not indicate the method of construction. The Contractor shall provide all measures necessary to protect the structure during construction. Such measures shall include, but not be limited to, bracing and shoring for loads due to construction equipment, etc. Observation visits to the site by the Engineer shall not include inspection of the aforementioned items. Shop drawings, special inspections, and material sampling and testing, when required, are specified in their respective tables in the general notes and in the specifications. DESIGN Design conforms to the International Building Code, 2006 Edition Live loads: Interior Partition (Lateral) 5 psf Seismic Analysis: Seismic design force per ASCE 7 -05 section 13.3.1. Mapped MCE spectral response: Accel short period: Section 11.4.1) S = 1.424 Site coefficient: Table 11.4 -1) F = 0.9 Spectral accel short preriod: Section 11.4.4) SD5= 0.854 Component amplification factor: Table 13.5 -1 or 13.6 -1) A = 1.0 Component impportant factor: Section 13.1.13) Ip = 1.0 Component response: Modification factor: (Table 13.5 -1 or 13.6 -1) Rp = 2.5 EXISTING CONSTRUCTION Existing construction shown on the structural drawings was obtained from the existing design drawings, dated February 5, 2007. The Contractor shall verify all existing conditions and shall notify the Architect of all exceptions before proceeding with the work. The removal, cutting, drilling, etc. of existing work shall be performed with great care and small tools in order not to jeopardize the structural integrity of the building. If existing structural members, not indicated for removal, interfere with the new work, the Engineer shall be notified immediately, and approval obtained, before removal of the existing members. STRUCTURAL STEEL AND MISCELLANEOUS IRON Structural Steel and Miscellaneous Iron shall be fabricated and erected according to the American Institute of Steel Construction's "Specifications for Design, Fabrication, and Erection of Structural Steel for Buildings," latest edition and the 'Code for Standard Practice for Steel Buildings and Bridges," latest edition. Steel plates and angles shall conform to ASTM A36. Structural Tubing shall conform to ASTM A500 Grade B. All steel to steel bolted connections shall be bolted with high strength bolts according to ASTM A325 and ASTM A490, as approved by the Research Council of Riveted and Bolted Structural Joints. All welded connections shall be welded according to the "Structural Welding Code - Steel ", AWS -D1.1, latest edition. Welding shall be performed by welders certified for the welds to be made. All welding should be done with electrodes having a minimum tensile strength of 70 KSI, unless noted otherwise. Refer to the specifications for the welding process to be used. The weld lengths called for on the structural drawings are the net effective length required. Where fillet weld symbol is given without indication of size, use the minimum size welds as specified in AISC Manual of Steel Construction 9th Edition, Section 1.17.2. Shop drawings shall be submitted to the Architect for review prior to fabrication. The testing agency shall send copies of all structural testing and inspection reports directly to the Engineer. NOTES LIGHT METAL STRUCTURAL FRAMING Light metal structural framing shall be fabricated and erected according to manufacturer's recommendations. All structural properties shall be computed in accordance with the AISI "Specifications for the Design of Cold Formed Steel Structural Members,' latest edition. Unless otherwise noted, steel shall conform to the following specifications: a. Studs, runners, and joists, painted, 16 gage and heavier: ASTM A1011 Grade 50, modified to a minimum yield point of 50 ksi. b. Studs, runners, and joists, galvanized, 16 gage and heavier: ASTM A653 Grade 50, minimum 50 ksi yield. c. Studs, runners, and joists, painted, 18 gage and lighter: ASTM A1008 Grade 33, modified to a minimum yield point of 33 ksi. d. Studs, runners, and joists, galvanized, 18 gage and lighter: ASTM A653 Grade 33, minimum 33 ksi yield. For minimum stud section properties, refer to table below. SPECIAL INSPECTION When indicated with a "I the following items shall be inspected in accordance with IBC Section 1704 by a certified special inspector from an established testing agency. All inspection shall be continuous, unless otherwise noted. For material sampling and testing requirements, refer to the material sampling and testing section, the project specifications, and the specific general notes sections. The testing agency shall send copies of all structural testing and inspection reports directly to the Architect, Engineer, and Building Department. Any materials which fail to meet the project specifications shall immediately be brought to the attention of the Architect. CODE COMP1JANCE APPROVE MAR 2 ", 2t fo r Of Tu` a . SHEET INDEX S1.0 TITLE GENERAL NOTES AND PLANS S2.0 ELEVATIONS AND DETAILS ISSUE LOG KEY: ',/ ' ISSUED AS PART OF A SET ' — ' NOT A PART OF ISSUED SET * ' ISSUED FOR INFORMATION ONLY n N ISSUE LOG TYP II I Fr SCALE: 1/2" = 1' -0" KPFF K0000 2 S1.0 i --- ---, STUD BLKG AT BOT OF SOFFIT TO RECEIVE GLAZING ATTACHMENT, TYP EDGE OF SOFFIT BUILT -UP METAL STUD FRAMING FOR SOFFIT AT 16 "o.c., TYP KPFF CD SCALE: 1/4" = 1'-0" K0000 51.0 1 h TYP, U.N.O. TYP PARTIAL FLOOR PLAN SCALE: 1/2" = 1' -0" KPFF K0000 3 S1.0 Issue No. Scale Dennis T Mitchell NCARB, ALA Architect 6031 1.20 WEST, SUITE 260 ARLINGTON, TX 76017 817 -265 -2415 FAX 817. 483.7377 DTMArchitect @oTMArchitect.com Consulting Engineers 1160 Battery Street, Suite 300 San Francisco, California 94111 T: 415.989.1004 F: 415.989.1552 www.kpff.com ftp.kpff - sf.com WIRES 9/5/09 PERMIT SET Job Title MAC SOUTHCENTER Job Address 633 SOUTHCENTER PKWY TUKWILLA, WA 98188 Sheet Title GENERAL NOTES AND PLANS Drawn By: Checked By: KM DTM Job No. K107241 Sheet No. *C VED DEC 12 2007 PERMIT CENTER S 1.0 Date 1127.07 Written dimensions on these drawings shall have precedence over scaled dimensions. Drawings shall not be scaled. Contractors shall verify, and be responsible for, all dimensions and conditions shown by these drawings. Shop details must be submitted to this office for approval before proceeding with fabrications. The drawings and their design content are the sole property of the Architect and may not be reused or reproduced in any manner without our express written consent. x x x x . rit Ili L fix) _ p�_ xx W W t/] 0 U 1 II (E) PILE CAP HSS COL BEYOND HSS BEAM BEYOND TYP (E) PILE CAP ELEVATION ELEVATION • (E) 5" S.O.G. (f'c = 3000 psi) �(E) 5" S.O.G. (f'c = 3000 psi) METAL STUD FRAMING AT 16 "o.c., ALONG LENGTH OF BEAM HSS8x8 BEAM, SEE PLAN METAL STUD FRAMING AT 16 "o.c., ALONG LENGTH OF BEAM HSS8x8 BEAM, SEE PLAN (E) 3" LT WT CONC (f'c = 3000 psi) OVER 3" x 20 GA METAL DECK KPFF (E) 3 ° ' LT WT CONC (f'c = 3000 psi) OVER 3" x 20 GA METAL DECK SCALE: 3/8" = 1' -0" KPFF K0000 i SCALE: 3/8" = 1 -O" 6 52.0 S2.0 K0000 52.0 J 0 0 x v) rn z + 11' -2" / T.O. SOFFIT + 10' -0" / B.O. SOFFIT / LEVEL 2 7. 0 "-HSS BEAM z J 0 Lul BEYOND LEVEL 1 + 11' -2" T.O. SOFFIT + B.O. SOFFIT LEVEL 2 LEVEL 1 � I 2 - #10 S.M.S. TYP SECTION SECTION DETAIL z o_ cn Ui w U) rn z 2505162 -33 STUD AT 16 "o.c., U.O.N. 6005162 -33 STUD DETAIL SOFFIT FINISH S.A.D. 6005162 -33 STUD BLOCKING BTWN FRAMES, LAID FLAT GLAZING, S.A.D. H S BEAM S1 E PLAN A S.A.D. (5' -6" MAX) —• HSS BEAM SEE PLAN HSS BEAM SEE PLAN 0.145 HILTI -X -EDNI LOW VELOCITY POWER- DRIVEN FASTENER, T$B AT EA STUD TYP L2x2x14GA CONTIN TYP AT CORNERS 2505162 -33 STUD KPFF 2 #10 S.M.S. CUT FLANGES $ BEND WEB TO ATTACH TO SIDE OF STUD 2505162 -33 STUD AT 16 "o.c., LAID FLAT SCALE: 1" = 1' -0" SCALE: 3" = 1' -0" KPFF SCALE: 1 = 1' -O" KPFF KPFF L5x5x LONG, T$B SECTION A -A SCALE: 1" = 1' -0" K0000 K0000 K0000 N. _ < TSB L3x3x /8 x O' -8" LONG EA SIDE OF HSS BEAM K0000 S2.0 52.0 S2.0 52.0 F. SECTION (E) 3" LTWT CONC OVER 3" METAL DECK DETAIL DETAIL DETAIL HSS COL 1/2 "0 A325X BOLT w/ NUT $ WASHER CRTD IN VERTICALLY SLOTTED HOLE PL 3 /8 "x6 "x10' -0" w/ 2- HILTI KB -TZ ANCHORS w/ 3 EMBED HSS COL PLAN . I_ J S S BEAM 1 / 4 ' iI �F S BEAM 'al 1 2 TYP II It (E) METAL STUD IN WALL PIER 2 -#10 S.M.S. TYP 3 /8 1 '0 HILTI KWIK BOLT TZ ANCHOR w/ 3 EMBED CTRD IN FLUTE, TYP 0 0 cn z 2' -6" 1± GROUT (E) 5" S.O.G. L5x5x /gx3' -0" LONG FOR INFORMATION NOT NOTED, SEE SCALE: 1" = 1' -0" KPFF K0000 L4x6x 1/ LLV, SPANNING 2 FLUTES MIN, EA SIDE OF HSS. PROVIDE VERT 1 SLOTTED HOLE FOR COL CONNECTION SCALE: 1" = 1' -0" LEVEL 2 KPFF K0000 HSS $ PL REVIEWED F CODE COMPLIANCE APPROVED 41s,R2 City Of T l BUILDING OVIS SCALE: 1" = 1' -0" KPFF K0000 L5x5x /gx3' -0" LONG TYP > 1/4 SECTION SCALE: 1 " = 1' -0" KPFF K0000 52.0 6 S2.0 S2.0 10 S2.0 Issue No. Job Title MAC SOUTHCENTER Job Address 633 SOUTHCENTER PKWY TUKWILLA, WA 98188 Sheet Title ELEVATIONS AND DETAILS Drawn By: Checked By: KM DTM Job No. K107241 Scale Sheet No. PERMIT SET Dennis T Mitchell NCARB, AIA 6031 1 -20 WEST, SUITE 260 ARLINGTON, TX 76017 817- 265 -2415 FAX 817. 483.7377 DTMArchitect@DTMArchitect.com Consulting Engineers 1160 Battery Street, Suite 300 San Francisco, California 94111 T: 415.989.1004 F: 415.989.1552 www.kpff.com ftp.kpff - sf.com WIRES 3/5/09 S2.0 Date 11.27.07 Written dimensions on these drawings shall have precedence over scaled dimensions. Drawings shall not be scaled. Contractors shall verify, and be responsible for, all dimensions and conditions shown by these drawings. Shop details must be submitted to this office for approval before proceeding with fabrications. The drawings and their design content are the sole property of the Architect and may not be reused or reproduced in any manner without our express written consent. (E) W14 COL, SEE PLAN W14 COL, SEE V V V 2 r ®1 dib DUPLEX RECEPTACLE A = ABOVE COUNTER G = GROUND FAULT CIRCUIT INTERUPTER L = ISOLATED GROUND W = WEATHER PROOF CONTINUOUS COVER AND GFCI PROTECTED III Q OR 4 MOTOR CONNECTION ❑-I NON —FUSED DISCONNECT SWITCH HEAVY DUTY FUSED DISCONNECT SWITCH JUNCTION BOX DRY —TYPE TRANSFORMER TIME CLOCK CONTACTOR 0 • V N LIGHTING E LECTRICAL SYMBOL LIST (THIS IS A MASTER SYMBOL LIST. NOT ALL SYMBOLS ARE SHOWN ON PLANS.) TRACKLIGHT WITH LUMINAIRES WALL MOUNTED LUMINAIRE RECESSED FLUORESCENT 2' X 4' LUMINAIRE RECESSED LUMINAIRE SURFACE OR PENDANT MOUNTED FLUORESCENT LUMINAIRE SURFACE OR PENDANT MOUNTED FLUORESCENT 1' X 4' LUMINAIRE SURFACE MOUNTED LUMINAIRE CONNECTED TO EMERGENCY CIRCUIT OR WITH INTEGRAL EMERGENCY BATTERY CONNECTED TO UNSWITCHED CIRCUIT WALL MOUNTED FLUORESCENT LUMINAIRE EXIT SIGN WALL MOUNTED, ARROW(S) INDICATES DIRECTION IF SHOWN SWITCHES AND RECEPTACLES WALL MOUNTED OCCUPANCY SENSOR /SWITCH S = PASSIVE INFARED WITH INTEGRAL "OFF" SWITCH T = DUAL RELAY PASSIVE INFARED WIT TWO INTEGRAL "OFF SWITCHES D = PASSIVE INFARED WITH INTEGRAL DIMMER TO OFF SINGLE POLE SWITCH 2 = DOUBLE POLE SWITCH 3 = THREE —WAY SWITCH 4 = FOUR —WAY SWITCH a THRU z (LOWERCASE) = LUMINAIRE CONTROL DESIGNATION M = MANUAL MOTOR STARTER WITH THERMAL OVERLOAD DOUBLE DUPLEX RECEPTACLE. SEE LETTER CODE LIST AT DUPLEX RECEPTACLE FOR OPTIONS DUPLEX RECEPTACLE, FLUSH FLOOR CONNECTIONS / EQUIPMENT TELECOMMUNICATIONS DATA OUTLET WITH 3/4" C. AND PULLSTRING TO ACCESSIBLE CEILING SPACE TELEPHONE OUTLET WITH 3/4" C. AND PULLSTRING TO ACCESSIBLE CEILING SPACE COMBINATION COMMUNICATIONS OUTLET WITH 1"C. AND PULLSTRING TO ACCESSIBLE CEILING SPACE. TELEPHONE TERMINAL BOARD FIRE PROTECTION SMOKE DETECTOR FIRE ALARM PULL STATION FIRE ALARM VISUAL HORN /STROBE COMBINATION FIRE ALARM VISUAL STROBE FIRE ALARM CONTROL PANEL FIRE ALARM ANNUNCIATOR PANEL ECU LED BRANCH PANEL FLUSH WALL MOUNTED BRANCH PANEL #10 B -27,29 O '(= A AFF AFG AIC C CLG CU (E) GFI G, GND IG KV K VA KW MCA MOCP NL PH TTB TYP UL V WP FILE: 005805E01.DWG - - LAYOUT1 I EDIT: 3/17/2008 10:21 AM BY RAYJ I PLOT: 3/17/2008 3:25 PM BY RAY JUACHON SECURITY BUZZER SECURITY CONTROL PANEL SECURITY KEYPAD SECURITY MOTION DETECTOR SECURITY GLASS BREAK SENSOR SECURITY DOOR ALARM CONTACT SECURITY STROBE SECURITY SIREN SECURITY SAFE CONTACT MISCELLANEOUS O CONDUIT ELLED UP 3 CONDUIT /WIRING STUBBED OUT WITH END CAP OR INSULATED PLASTIC BUSHING BRANCH CIRCUIT WIRING. ARROW INDICATES HOME RUN TO PANEL WITH CIRCUITS AS NOTED. WIRE SIZE IS #12 AWG MINIMUM UNLESS NOTED OTHERWISE. SHORT TICK MARKS INDICATE PHASE CONDUCTORS. LONG TICK MARKS INDICATE NEUTRAL CONDUCTORS. A SINGLE CURVED TICK MARK INDICATES INSULATED GREEN GROUND CONDUCTOR. SECOND CURVED TICK MARK INDICATES "ISOLATED GROUND" (GREEN INSULATION WITH YELLOW STRIPE) CONDUCTOR. CONDUIT CONCEALED IN WALL OR CEILING SPACE CONDUIT ROUTED BELOW FLOOR / GRADE SHEET KEYNOTE MECHANICAL EQUIPMENT CONNECTION ITEM. ABBREVIATIONS AMPERES, AMBER ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AVAILABLE INTERRUPTING CAPACITY CONDUIT, CLOSE, CONTROL CEILING COPPER EXISTING GROUND FAULT INTERRUPTER GROUND ISOLATED GROUND KILOVOLT KILOVOLT AMPERES KILOWATT MINIMUM CIRCUIT AMPS MAXIMUM OVERCURRENT PROTECTION NIGHT LIGHT PHASE TELEPHONE TERMINAL BOARD TYPICAL UNDERWRITERS LABORATORIES VOLTS, VOLTAGE WEATHERPROOF GENERAL ELECTRICAL NOTES A. ALL WORK IS TO BE CONSTRUCTED IN ACCORDANCE WITH LOCAL AND STATE CODES B. THE DRAWINGS AND SPECIFICATIONS REPRESENT FINISHED SYSTEMS COMPLETE AND READY FOR USE. ANCILLARY DEVICES, WIRING, RACEWAY, CONNECTIONS AND SIMILAR WORK ALTHOUGH NOT EXPLICITLY STATED BUT REQUIRED FOR PROPER SYSTEM OPERATION OR TO COMPLY WITH CODE ARE TO BE INCLUDED AS A REQUIREMENT OF THE CONTRACT WITHOUT ADDITIONAL COMPENSATION. C. ELECTRICAL DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL LOCATION AND ARRANGEMENT OF ELECTRICAL WORK. LAYOUT, ROUGH —IN, AND EXACT LOCATION OF ALL FIXTURES, DEVICES, AND OUTLETS IS TO BE BASED ON THE ARCHITECTURAL DRAWINGS AND COORDINATED WITH FINAL ARRANGEMENT OF MECHANICAL EQUIPMENT. D. REFER TO DRAWINGS OF OTHER TRADES FOR COORDINATION OF ELECTRICAL CONSTRUCTION. THE LOCATION OF MECHANICAL EQUIPMENT IS SHOWN DIAGRAMMATICALLY. EXACT LOCATION TO BE FIELD DETERMINED. SEE SPECS FOR TRADE COORDINATION DRAWING SUBMITTAL REQUIREMENTS FOR LENGTHS AND LOCATIONS OF ALL EQUIPMENT TO BE INSTALLED UNDER ELECTRICAL CONTRACT. E. DO NOT COMMENCE INSTALLATION OF ELECTRICAL SYSTEMS AND EQUIPMENT WITHOUT RELATED SHOP DRAWING APPROVALS. F. COORDINATE ALL CONTROL SYSTEM DEVICES, WIRING, AND CONNECTIONS WITH REQUIREMENTS OF DRIVEN EQUIPMENT. G. PROVIDE SUITABLE ANCHORAGE AND SUPPORT OF ALL ELECTRICAL EQUIPMENT IN RATED WALLS, SLABS, AND CEILINGS. SECURE DEVICES AND RACEWAYS IN ACCORDANCE WITH ESTABLISHED CODES AND THE SPECIFICATIONS. H. REFER TO THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. I. THE DRAWINGS AND SPECIFICATIONS ARE COMPLIMENTARY AND WHAT IS REQUIRED BY EITHER IS TO BE INFERRED TO BE REQUIRED BY BOTH. J. EQUIPMENT AND DEVICES FURNISHED UNDER OTHER DIVISIONS OF THIS CONTRACT, BY THE OWNER, OR BY OTHER CONTRACTS, ARE TO BE CONNECTED UNDER THIS CONTRACT. K. OMISSIONS OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE DRAWINGS, NOTES, AND DETAILS ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK. L. PROVIDE SEPARATE EQUIPMENT GROUNDING CONDUCTOR IN ALL 120 VOLT MULTI —WIRE CIRCUITS. M. FOR 120 VOLT, 20 AMP CIRCUITS WHERE THE CIRCUIT DISTANCE FROM THE PANEL BOARD TO THE FARTHEST DEVICE /FIXTURE EXCEEDS 75 FEET PROVIDE #10 SIZE CONDUCTOR. N. PROVIDE AS —BUILT DRAWINGS IN AUTOCAD FORMAT PER SPECIFICATIONS. 0. ALL ELECTRICAL CONDUIT IS TO BE RUN CONCEALED AND PARALLEL TO BUILDING LINES. ALL ELECTRICAL CONDUIT IS TO BE INSTALLED CONCEALED UON. PRIOR TO INSTALLATION OF ANY EXPOSED CONDUIT VERIFY WITH ARCHITECT. P. RECEPTACLE OUTLETS SHALL COMPLY WITH NEC SECTION 210.7. Q. LIGHTS SWITCHES AND CONTROL MECHANISM SHALL COMPLY WITH NEC SECTION 404. R. DO NOT INSTALL ELECTRICAL BOXES IN RATED WALLS CLOSER THAN 24" HORIZONTALLY FROM EACH OTHER. OFFSET OUTLET BOXES SHOWN TO BE INSTALLED BACK —TO —BACK IN FIRE RATED WALLS AND PARTITIONS A MINIMUM OF 24" HORIZONTALLY. S. BRACE ALL ELECTRICAL EQUIPMENT TO RESIST A HORIZONTAL FORCE ACTING IN ANY DIRECTION. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. T. ALL LIGHTING AND RECEPTACLE CIRCUITRY SHOWN ON THESE DRAWINGS SHALL CONTAIN THE REQUIRED CONDUCTORS. FOR EVERY GROUP OF TWO OR THREE CONSECUTIVE PHASE ORDER CIRCUITS, PROVIDE A DEDICATED NEUTRAL. FOR EXAMPLE, A HOMERUN COMPRISED OF CIRCUITS 1, 3, AND 5 CONTAINS FOUR (4) CONDUCTORS: THREE (3) HOTS AND ONE (1) NEUTRAL. A RUN COMPRISED OF NON — CONSECUTIVE NUMBERS OUT OF PHASE ORDER, I.E., 3, 4, AND 7 OR 1, 9, AND 11 SHALL CONTAIN FIVE CONDUCTORS: THREE (3) HOTS AND TWO (2) NEUTRALS. IN ALL CASES, AN EQUIPMENT GROUNDING CONDUCTOR SHALL BE PROVIDED IN ADDITION TO THE CURRENT— CARRYING CONDUCTORS. PROVIDE ALL CONDUCTORS REQUIRED FOR A COMPLETE OPERATIONAL SYSTEM. U. A COMPLETE SYSTEM OF CONDUCTORS SHALL BE INSTALLED IN THE RACEWAY SYSTEM THROUGHOUT THE BUILDING FOR ALL FEEDERS, BRANCH CIRCUITS, ETC. V. THE FIRE ALARM SYSTEM MODIFICATION WILL BE DESIGN BUILD. DEVICE LOCATION AND QUANTITIES ARE SHOWN FOR COORDINATION PURPOSES ONLY. THE CONTRACTOR IS TO SUBMIT COMPLETE DRAWINGS TO THE FIRE MARSHALL FOR APPROVAL AND ASSUME FULL RESPONSIBILITY FOR THE SYSTEM. THIS INCLUDES DEVICE QUANTITY AND LOCATION, WIRING, PROGRAMMING AND CONTROL PANELS. COORDINATE FINAL DEVICE LOCATIONS WITH THE ARCHITECT PRIOR TO ROUGH —IN. TYPE- A DESCRIPTION: HOUSING: LENS: FINISH: BALLAST: LAMP: INPUT WATTS: MANUFACTURERS: TYPES Al DESCRIPTION: LAMP: INPUT WATTS: MANUFACTURERS: TYPES B DESCRIPTION: HOUSING: FINISH: LAMP: INPUT WATTS: MANUFACTURERS: TYPES C DESCRIPTION: HOUSING: REFLECTOR: FINISH: BALLAST: LAMP: INPUT WATTS: MANUFACTURERS: TYPE E DESCRIPTION: FINISH: LAMP: INPUT WATTS: MUNUFACTURERS: TYPE : F DESCRIPTION: HOUSING: FINISH: BALLAST: LAMP: INPUT WATTS: MANUFACTURERS: TYPE: Ci DESCRIPTION: HOUSING: LAMP: INPUT WATTS: MANUFACTURERS: TYPE H DESCRIPTION: HOUSING: FINISH: LAMP: INPUT WATTS: MANUFACTURERS: TYPE- X DESCRIPTION: HOUSING: BALLAST: LAMP: MANUFACTURERS: TYPES X1 DESCRIPTION: HOUSING: BALLAST: LAMP: MANUFACTURERS: LUMINAIRE SCHEDULE RECESSED FLUORESCENT 2'X4' LUMINAIRE COLD ROLLED STEEL HOUSING. ACRYLIC PRISMATIC SHIELDING BAKED WHITE ENAMEL FINISH ELECTRONIC. THREE F32T8. 93. COOPER METALUX 20C- 332 —A- 120 —EB81 SAME AS TYPE 'A' WITH EMERGENCY BATTERY PACK THREE F32T8 93 COOPER METALUX 2GC-332—A-120—EB81 4" APERATURE, ADJUSTABLE LOW VOLTAGE DOWNLIGHT TRIPLE RING CONSTRUCTION WHITE ONE 35 WATT MR16 37 ARDEE LIGHTING #DL21WH RECESSED FLUORESCENT DOWNLIGHT. NOMINAL 6" DIAMETER APERTURE SELF FLANGED WITH METAL TRIM RING HAZE ELECTRONIC. TWO 26 WATT QUAD. 54. COOPER PORTFLIO #C6226 --E -6251— H— TRM6 —P A TYPE D DESCRIPTION: MOUNTING: BALLAST; LAMP: INPUT WATTS: NOTE: MANUFACTURERS: GRID LED SYSTEM, 21 MODULES PER BOX, WITH POWER SUPPLY SURFACE ELECTRONIC DRIVER 6 LED PER MODULE, WHITE 6500K 132. 132 WATTS MAX PER POWER SUPPLY. TETRA POWER GRID SYSTEM PENDANT INCANDESCENT LIGHT SILVER ONE 75 WATT A25 75 FABBIAN #D57— A11 -00 VERTCAL MOUNTED FLUORESCENT STRIPLIGHT FOR COLD ROLLED STEEL BAKED WHITE POWDER COAT FINISH ELECTRONIC. TWO 32T8 62. BARTCO LIGHTING #BFL252 —S32 LOW VOLTAGE TRACK LIGHTING SILVER ONE 35 WATT MR16 37 ERCO LIGHTING #73752.023 LOW VOLTAGE RECESSED SPOT DOWNLIGHT CAST ALUMINUM BLACK POWDER COATED ONE 90W T4 90. ERCO #88.130 UNIVERSAL MOUNTED LED EXIT SIGN FOR STOCK ROOM DIE —CAST ALUMINUM WITH EDGE —LIT ACRYLIC FACE PANELS & RED LETTERS PROVIDE 90 MINUTE NICKEL CADMIUM BATTERY BACKUP LED LITHONIA #LE— S -1 —ELN RECESSED MOUNTED LED EXIT SIGN FOR SALES FLOOR DIE —CAST ALUMINUM WITH EDGE —LIT ACRYUC FACE PANELS & RED LETTERS PROVIDE 90 MINUTE NICKEL CADMIUM BATTERY BACKUP LED LIGHTALARMS #SPLED—WRCZ A TYPE'S X2 DESCRIPTION: HOUSING: BALLAST: LAMP: INPUT WATTS: MANUFACTURERS: RECESSED EMERGENCY LIGHT WITH FRONT PANEL DIAGNOSTIC DISPLAY DIE —CAST ALUMINUM WITH EDGE —LIT ACRYUC FACE PANELS & RED LETTERS PROVIDE 90 MINUTE NICKEL CADMIUM BATTERY BACKUP TWO MR16 70 MIRRORUTE MIR— SD- 35— NC -90 —U LUMNAIRE SCHEDULE GENERAL NOTES: 1. VERIFY LUMINAIRE VOLTAGE WITH BRANCH CIRCUIT SUPPLYING POWER TO LUMINAIRE PRIOR TO ORDERING 2. COORDINATE WITH ARCHITECT AND OWNER ON EXACT LUMINAIRE FINISHES AND OPTIONS PRIOR TO ORDERING 1)01446 SHEET INDEX MILLWORK CORRECTION LTR IL3L-- REVIEWED ,T..,V CODE COMPLIANCE APPROVE': MAR 2 5 '711.q1 City Of TuktAiPa BUILDING QTVIS. ., T . Doi - ti E0.1 SYMBOL LIST, GENERAL ELECTRICAL NOTES, & LUMINAIRE SCHEDULE E2.1 ELECTRICAL LIGHTING PLAN E3.1 ELECTRICAL POWER & SIGNAL PLAN E3.2 SINGLE LINE DIAGRAM, PANEL SCHEDULE, & ELECTRICAL DETAILS E4.1 ELECTRICAL SPECIFICATIONS RECEIVED MAR 17 2008 PERMIT CENTER Issue No. INTERFACE E N G I N E E R I N G Contact Ray Juachon Project 2007 - 0058.05 214 GRANT AVE., SUITE 450, SAN FRANCISCO, CA 94108 PHONE 415.489.7240 FAX 415.489.7289 Job Address Job No. 07025 Scale NO SCALE Sheet No. Architect EXPIRES 09. 06. 10 I PERMIT SET BID SET BUILDING DEPT. COMMENTS BUILDING DEPT. COMMENTS OWNER COMMENTS 60311-20 WEST, SLUE 260 ARLINGTON, TX 76017 817. 265 -2415 FAX 817- 483 -7377 DTMArchitect @DTMArchitect.com ELECTRICAL COMMENTS Job Title MAC SOUTHCENTER • Dennis T Mitchell NCARB, AIA 633 SOUTHCENTER PKWY TUKWILLA, WA 98188 Sheet Title SYMBOL UST, GENERAL ELECTRICAL NOTES, & LUMINAIRE SCHEDULE Drawn By: Checked By: KM DTM Date 11.30.07 01.25.08 01.29.08 02.22.08 02.28.08 03.13.08 E0.1 Written dimensions on these drawings shall have precedence over scaled dimensions. Drawings shall not he scaled. Contractors shall verify, and he responsible jiff, all dimensions and conditions shown by these drawings. Shop details must he .submitted to this office for approval before proceeding with, fabrications. The drawings and their design content are the sole property of the Architect and may not be reused or reproduced in any manner without our express written consent. •. ELEo 0 2' 4' SCALE: 1/4"=1 FILE: 005805E21.DWG — LAYOUT1 I EDIT: 3/17/2008 3:45 PM BY RAYJ I PLOT: 3/17/2008 3:45 PM BY RAY JUACHON s LIGHTING PLAN WV GENERAL SHEET NOTES A. COORDINATE EXACT LOCATION AND MOUNTING HEIGHT OF LUMINAIRES, AND LIGHTING CONTROLS WITH THE ARCHITECT PRIOR TO INSTALLATION. SHEET KEYNOTES O ROUTE VIA AUTOMATIC SHUTOFF TIMECLOCK. SEE CONTACTOR AND TIMECLOCK DIAGRAM ON DRAWING E3.2 FOR ADDITIONAL INFORMATION. ® LUMINAIRES EQUIPPED WITH BATTERY PACK AND WITH POWER TO CIRCUIT 'A -41.' ® PROVIDE JUNCTION BOX AND WHIP FOR CONNECTION TO MILLWORK LUMINAIRE. COORDINATE EXACT LOCATION AND POWER REQUIREMENTS WITH THE MANUFACTURER PRIOR TO INSTALLATION. @ ROUTE VIA A 4 —POLE CONTACTORS. HOMERUN TO SWITCH ON MASTER LIGHTING SWITCH BANK AS INDICATED. SEE CONTACTOR AND TIMECLOCK DIAGRAM ON DRAWING E3.2 FOR ADDITIONAL INFORMATION. ✓ HOMERUN TO SWITCH ON MASTER LIGHTING SWITCH AS INDICATED. K ROUTE VIA 4 —POLE CONTACTOR CONTROLLED BY TIME CLOCK PER CEC. REFER TO CONTACTOR AND TIMECLOCK DIAGRAM ON DRAWING E3.2 FOR ADDITIONAL INFORMATION. • RESTROOM EXHAUST FAN TO BE CONNECTED TO RESTROOM LIGHTING CIRCUIT. SEE DRAWING E3.1 FOR CONTINUATION. ® PROVIDE JUNCTION BOX AND WHIP FOR CONNECTION TO ACCESSORY NICHE LUMINAIRES. COORDINATE EXACT LOCATION AND POWER REQUIREMENTS WITH THE MANUFACTURER PRIOR TO INSTALLATION. l� b1Lf5& flEVIEWED FOR CODE COMFLW °E AP ROV r MAR City Of TokoAl : BUILDING .. ; RECEIVED MAR 17 2008 PERMIT CENTEF. INTERFACE E N G I N E E R I N G Contact Ray Juachon Project 2007 - 0058.05 214 GRANT AVE., SUITE 450, SAN FRANCISCO, CA 94108 PHONE 415.489.7240 FAX 415.489.7289 Issue No. Architect BID SET Job Title MAC SOUTHCENTER Job Address 633 SOUTHCENTER PKWY TUKWILLA, WA 98188 Sheet Title ELECTRICAL LIGHTING PLAN Drawn By: Checked By: KM DTM Job No. 07025 Scale NO SCALE Sheet No. PERMIT SET Dennis T Mitchell NCARB, AIA 6031 I.20 WEST, SUITE 260 ARLINGTON, TX 76017 817-26S-241S FAX 817.483 -7377 DTMArchitect @DTMArchitect.cnm EXPIRES 09. 06. 10 Date 11.30.07 01.25.08 BUILDING DEPT. COMMENTS 01.29.08 BUILDING DEPT. COMMENTS 02.22.08 OWNER COMMENTS 02.28.08 ELECTRICAL COMMENTS 03.13.08 E2.1 Written dimensions on these drawings shall have precedence over scaled dimensions. Drawing.s shalt not he scaled. Contractors shall verb. and he respan sihle fix, all dimensions and conditions shown by these drawings. Shop details must he submitted to this office for approval hefare proceeding with fabrications. The drawings and their design content are the sole property of the Architect and may not be reused or reproduced in any manner without our express written consent. Pane! A PANEL SCHEDULE PROJECT; 2007- 0058.05 120/208V, 3Ph, 4W. 225A Bus 150A M.C.B. SURFACE MOUNTED LTG & APPLIANCE BRANCH PANELBOARD 17— Mar -08 Ckt, No. Description / Location Load (VA) Load Type C.B. Amp /Pole Notes Ph. Notes C.B. Amp /Pole Load (VA) Load Type Description / Location Ckt. No. 1 R -- SALES FLOOR 720 R 20/1 A Ckt. No. 20/1 XFMR T1, 45KVA . . 2 3 R — CONVENIENCE 720 R 20/1 2,943 B FBVAV -1 20/1 1,056 L LTG — SALES FLOOR 5 4 5 R — STOCK ROOM / RESTROOM 720 R 20/1 B C 20/1 , ; — - $ 7 R — SECURITY 360 R 20/1 G A 20/1 SPARE 8 9 R — TELCO 180 R 20/1 B 20/1 675 L LTG — SALES COUNTER / PM ROOM 10 11 SPARE M FBVAV -2 20/1 C 9 20/1 990 L LTG — STOREFRONT 12 13 R — UNDERCOUNTER REF. 600 K 20/1 M A 20/1 670 L LTG — MILLWORK / ACCESSORY NICHE 14 15 R — MICROWAVE 1,000 K 20/1 B 1,318 20/1 520 L LTG — STOCKROOM / REST. / OFFICE 16 17 R -- WATER COOLER / COUNTER 540 K 20/1 C A 20/1 900 R R — OFFICE 18 19 R — CASH REGISTER 1,080 R 20/1 A 20/1 720 R R — OFFICE 20 21 R — CASH REGISTER 180 R 20/1 16 B 20/2 1,500 WH WATER HEATER 22 23 R — CASH REGISTER 180 R 20/1 C 18 1,500 WH — 24 25 R — CASH REGISTER 180 R 20/1 A 20/1 1,900 R R — STOREFRONT WINDOW 26 27 TIME CLOCK 300 G 20/1 B 20/1 1,900 R R — STOREFRONT WINDOW 28 29 CONTACTOR 150 G 20/1 C 20/1 1,900 R R — STOREFRONT WINDOW 3D 31 SIGNAGE 1,000 G 20/1 25 A 20/1 SPARE 32 33 SIGNAGE 1,000 G 20/1 B 26 20/1 SPARE 34 35 SIGNAGE 1,000 G 20/1 C 20/1 28 SPARE 36 37 POSTER BOX 1,296 G 20/1 C A 20/1 SPARE 38 39 INTERIOR SIGNAGE 1,000 G 20/1 B 20/1 SPARE 40 41 LTG --- EGRESS / EXIT 378 L 20/1 12,787VA 46A 14,496VA 52A 13,719VA 50A Ph B 14,496VA 43.5 KVA 52.3 AM'S Total Demand Load 43.2 KVA C 20/1 SPARE 42 Total Connected Load:Ph A 8,526VA 71A Total Connected Load:Ph B 10,031VA 84A Total Connected Load:Ph C 9,458VA 79A "Maximum" Phase Connected Load: Ph B 10,031VA Total Camacted Load (3 X Maximarmk 30.1 KVA 83.6 AMPS Total Demand Load 29.3 KVA 81.4 AMPS Panel HA PANEL SCHEDULE PROJECT; 2007 - 0058.05 277/480V, 3Ph, 4W. 225A Bus 200A M.C.B. SURFACE MOUNTED LTG & APPLIANCE BRANCH PANELBOARD 29— Nov -07 Ckt. No. Description / Location Load (VA) Load Type C.B. Amp /Pole Notes Ph. Notes C.B. Amp /Pole Load (VA) Load Type Description / Location Ckt. No. 1 XFMR T1, 45KVA 8,526 G 70/3 A 15/3 2,943 LM FBVAV -1 2 3 — 10,235 G B 2,943 LM — 4 5 — 9,458 G C 2,943 LM — 6 7 A 15/3 1,318 M FBVAV -2 8 9 B 1,318 M — 10 11 C 1,318 M — 12 13 A 14 15 B 16 17 C 18 19 A 20 21 B 22 23 C 24 25 A 26 27 B 28 29 C 30 Total Connected Load:Ph A Total Connected Load:Ph B Total Connected Load:Ph C "Maximum" Phase Connected Load: Total Connected Load (3 X Maxi nt l n) 12,787VA 46A 14,496VA 52A 13,719VA 50A Ph B 14,496VA 43.5 KVA 52.3 AM'S Total Demand Load 43.2 KVA 52.0 AIRS I SIDE VIEW NO SCALE WALL 3/4" 0 BOLT W/ WASHERS AND EXPANSION SHIELDS IN CONCRETE WALL. TRANSFORMER VIBRATION ABSORBERS 3 "X 1 1/2 "X4.1# WELDED FRAME NOTES: 1. PROVIDE ADEQUATE SUPPORT IF MOUNTED TO NON—STRUCTURAL WALL. 2. AFTER FABRICATION — GRIND ALL WELDS, PAINT WITH ONE COAT RED LEAD AND TWO COATS GREY PAINT. 3. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL SUPPORT DETAILS AND CALCULATIONS 3 TRANSFORMER MOUNTING DETAIL FILE: 005805E32.DWG — E3.2 I EDIT: 3/17/2008 3:23 PM BY RAYJ I PLOT: 3/17/2008 3:25 PM BY RAY JUACHON SECTION NO SCALE (E) SWITCHBOARD 2500A, 277/480V, PHASE, 4 WIRE NO SCALE A -27. A -29. Z I f g(E) 200A 3P PANEL 'HA' PANEL 'A' (E) #4250KCMIL, 1#4G AL MC CABLE 4 #4, 1#8G, 1 1/4"C. TRANSFORMER 'T1' 45 KVA, 480 - 208Y/120V,30,4W 4#1/0, 1#6G, 2 "C. 1 SINGLE LINE DIAGRAM A -4. A -6. A -16. 24 HOUR, 7 DAY DIGITAL TIME CLOCK; AUTOMATIC LIGHT SHUTDOWN PER NEC. A -12. A -26. A -28. A -30. A -37. A -39. MILLWORK CONTACTOR 24 HOUR, 7 DAY DIGITAL TIME CLOCK; STORE FRONT LIGHT CONTROL SWITCH "d" 2 CONTACTOR & TIME CLOCK DIAGRAM 01 q-:8 GENERAL SHEET NOTES A. COORDINATE ALL WORK AND FINAL ELECTRICAL CONNECTIONS IN EXISTING MAIN ELECTRICAL ROOM WITH THE LANDLORD ELECTRICAL CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. SHEET KEYNOTES 0 VERIFY EXISTING 200A /3P CIRCUIT BREAKER AND METER ARE PROVIDED BY OWNER IN EXISTING MAIN SWITCHBOARD `1C' TO SERVE TENANT SPACE. ® EXISTING 200A FUSED DISCONNECT SWITCH LOCATED IN TENANT SPACE. PROVIDE AND EXTEND 4 #4 /O, 1 #6G, 2 -1/2"C FROM DISCONNECT TO NEW PANEL 'HA' PROVIDED UNDER THIS CONTRACT AND CONNECT COMPLETE AS REQUIRED TO PLACE INTO SERVICE. COORDINATE EXACT LOCATION AND ROUTING WITH THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. RECF :' Fr MAR 17 ZOuti PERMIT CEN Architect Issue No. INTERFACE E N G I N E E R I N G Contact Ray Juachon Project 2007 - 0058.05 214 GRANT AVE., SUITE 450, SAN FRANCISCO, CA 94108 PHONE 415.489.7240 FAX 415.489.7289 PERMIT SET n BID SET 1\ Job Address Dennis T Mitchell NCARB, AIA 6031 I -20 WEST, SUITE 260 ARLINGTON, TX 76017 817 -265 -2415 FAX 817- 483 -7377 DTMArchitect @DTMArchitect.com I MIRES 09. 06. 10 j BUILDING DEPT. COMMENTS BUILDING DEPT. COMMENTS OWNER COMMENTS ELECTRICAL COMMENTS Job Title MAC SOUTHCENTER 633 SOUTHCENTER PKWY TUKWILLA, WA 98188 Drawn By: Checked By: KM DTM Job No. 07025 Scale AS NOTED Sheet No. T - Date 11.30.07 01.25.08 01.29.08 02.22.08 02,28.08 03,13.08 Sheet Title SINGLE LINE DIAGRAM, PANEL SCHEDULE, AND ELECTRICAL DETAILS E3.2 Written dimensions on these drawings shall have precedence over scaled dimensions. Drawings shall not he scaled. Contractors shall verify, and he responsible for, all dimensions and conditions shown by these drawings. Shop details must he .submitted to this office for approval before proceeding with fabrications. The drawings and their design content are the sole property of the Architect and may not be reused or reproduced in any manner without our express written consent.