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HomeMy WebLinkAboutPermit D07-202 - WESTFIELD SOUTHCENTER MALL - LIDS - REMODELLIDS 1014 SOUTHCENTER MALL D07 -202 Parcel No.: 6364200010 Address: 1014 SOUTHCENTER MALL TUKW Suite No: City...f 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 Tenant: Name: LIDS Address: 1014 SOUTHCENTER MALL SPACE 446 , TUKWILA WA Owner: Name: WEA SOUTHCENTER BL Address: 11601 WILSHIRE BL , LOS ANGELES CA 90025 Phone: Contact Person: Name: JERRALD BRAIUCA Address: 8010 STATE LINE RD STE 180 , LEAWOOD KS 66208 Phone: 913 649 -6037 DEVELOPMENT PERMIT Contractor: Name: LAKEVTEW CONSTRUCTION INC Address: 10505 CORPORATE DR #200 , PLEASANT PRAIRIE WI 53158 Phone: 414 -657 -4222 Contractor License No: LAKEVCI0772KC DESCRIPTION OF WORK: REMODEL OF EXISTING LIDS STORE IN COVERED MALL. NO CHANGE OF USE OR TENANT Value of Construction: $200,216.00 Fees Collected: $3,193.82 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2003 Type of Construction: IIB Occupancy per IBC: 0019 doc: IBC - 10/06 * *continued on next page ** Permit Number: D07 - 202 Issue Date: 11/14/2007 Permit Expires On: 05/12/2008 Expiration Date: 01/13/2009 D07 -202 Printed: 11 -14 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City &.Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Thee: 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: Print Name: doc: IBC -10/06 Xe/' //c 14 r ),A, Permit Number: D07 -202 Issue Date: 11/14/2007 Permit Expires On: 05/12/2008 Date: 1, I 14'0 7 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: Date: This permit shall become mill 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. 007 -202 Printed: 11 -14 -2007 Parcel No.: 6364200010 Address: 1014 SOUTECENTER MALL TUKW Suite No: Tenant: LIDS 1: ** *FIRE DEPARTMENT CONDITIONS * ** doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D07 - 202 Status: ISSUED Applied Date: 06/07/2007 Issue Date: 11/14/2007 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 nun) 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 nun) 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: 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) D07 -202 Printed: 11 -14 -2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 13: 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) 14: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 15: A fire alarm notification upgrade is required for this project. 16: 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) 17: In areas that are not continuously occupied, automatic smoke detection shall be provided at each fire control unit(s) location to provide notification of fire at that location. (NFPA 72) 18: 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) 19: An electrical permit from the City of Tukwila Building Department Permit Center (206 - 431 -3670) is required for this project. 20: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 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: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 23: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 24: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 25: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 26: ** *BUILDING DEPARTMENT CONDITIONS * ** 27: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 28: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 29: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. doc: Cond -10/06 D07 -202 Printed: 11 -14 -2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.atukwilawa.us 30: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 31: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 32: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 33: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 34: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 35: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 36: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 -431- 3670). 37: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. doc: Cond -10/06 * *continued on next page ** D07 -202 Printed: 11 -14 -2007 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: /e ! f doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Date: /j /Ve77 D07 -202 Printed: 11 -14 -2007 Tenant Name: Li D 5 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hilp://www.ci.tukwila.wa.us Site Address: /op `'l Simt Cea?2 — 3P t 44 to Property Owners Name: 6 ea eS' /7 Mailing Address: 1 MLA- Pi2 5' of Ro4t7 E -Mail Address: -3.0 u ca- 5 j D - co r. Company Name: 5 1147 6 1 a l Si 6►■S Company Name: e- z n , Jca-A S Mailing Address: 5 Z21 Rez-b 2- Contact Person t CR. Cot.A Q: Applications\Fonns- Applications On Line\3 -2006 - Permit Application.doc Revised 9 - 2006 bh Mailing Address: 4 2)0 ( el STATE U - Re343") .5 re /Std Contact Person: il to LA t.b Iglittla444 E -Mail Address: ) u40... ST ? .('D Building Permit No. Mechanical Permit No. 0S Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION tAy.BSI- 5ho fe, :y4s CoAssessor'sTaxNo.: (' (s I '[.)-f) [ Suite Number: wie Floor: iJ Irtkr:111__ City CONTACT PERSON - who do we contact when your permit is ready to be issued Name: E t� � J214 ud 4 Mailing Address:. So 10 STAB C'. 0E t2o A7 SK I SSO - 5 _ 641120E Day Telephone: 4 1 3 . - 4 yg City State Zip Fax Number: 913 — ?l it GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: ARCHITECT' OF RECORD - All plans must be wet stamped by Architect of Record (6 9 K 5 (oroa of City State Zip Day Telephone: 9a doo 37 Fax Number: 9,3- 6 yy - .2/// ENGINEER OF RECORD All plans must be wet stamped by Engineer of Record Si�A.a�7� City Ti3 State State 1 New Tenant: ❑ Yes ..No 3 )x 1 7 Zip Zip K5 4.2,13 State Zip Day Telephone: Y/3-026.2 77,2. E -Mail Address: Fax Number: » 3 026.22 Page 1 of 6 Valuation of Project (contractor's bid price): $ Existing Building Valuation: $ Scope of Work (please provide detailed information)Ilimo L of ^[.IL; 5■ N, Z OS STA2e- W, . . 3 C'oJ.eazlb wu4((• ',no ewe. US f_ 4 --TF # Will there be new rack storage? ❑ Yes io If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If 'yes ; attach list of materials and storage locations on a separate 8 -1/2 "x 11" paper including quantities and Material Safety ata Sheets. SEPTIC SYSTEM ❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:\Applications\Farms- Applications On Linel3 -2006 - Permit Application.doc Revised 9 -2006 bh Page 2 of 6 Existing ! Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1 Floor ' 4 -1 1 y 4 1 i y '4s$-' ,2 F) r•l1 2 Floor 3 Floor �4 Floors thru Basement ��- K Accessory Structure* ' N� Attached Garage ) f� / �A./ Detached Garage A. f► Attached Carport Detached Carport N Covered Deck ri - Uncovered Deck i t - ) Valuation of Project (contractor's bid price): $ Existing Building Valuation: $ Scope of Work (please provide detailed information)Ilimo L of ^[.IL; 5■ N, Z OS STA2e- W, . . 3 C'oJ.eazlb wu4((• ',no ewe. US f_ 4 --TF # Will there be new rack storage? ❑ Yes io If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If 'yes ; attach list of materials and storage locations on a separate 8 -1/2 "x 11" paper including quantities and Material Safety ata Sheets. SEPTIC SYSTEM ❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:\Applications\Farms- Applications On Linel3 -2006 - Permit Application.doc Revised 9 -2006 bh Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN r 0 AUTHORIZED AGENT: Signature: Date: 61 1 116'1 Print Name: 1 201 e P4 PA SC ,J Day Telephone: LK• G / '. Mailing Address: ti-S1 4- at' ()a. NE I iyov ys k �" fA 962.7o rt State Zip Date Application Accepted: Q:\Applications'Forou- Applications On LineU -2006 - Permit Application.doc Revised: 9 -2006 bh Date Application Expires: Staff Initials: Page 6 of 6 Receipt No.: R08 -00383 Payee: LAKEVIEW CONSTRUCTIION TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 6364200010 Permit Number: D07 -202 Address: 1014 SOUTHCENTER MALL TUKW Status: ISSUED Suite No: Applied Date: 06/07/2007 Applicant: LIDS Issue Date: 11/14/2007 Initials: WER Payment Date: 02/11/2008 03:08 PM User ID: 1655 Balance: $0.00 Amount Payment Check 217366 58.00 Account Code Current Pmts 000/345.830 58.00 Total: $58.00 Payment Amount: $58.00 8402 02/11 9710 TOTAL 58.00 doc: Receiot -06 Printed: 02 -11 -2008 Receipt No.: R07 -02482 Payee: BIS -MAN HANDYMAN ACCOUNT ITEM LIST: Description 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 -202 Address: 1014 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 06/07/2007 Applicant: LIDS Issue Date: Initials: WER Payment Date: 11/14/2007 09:07 AM User ID: 1655 Balance: $0.00 TRANSACTION LIST: Type Method Description Amount Payment Check 5077 1,937.42 BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 RECEIPT Account Code Current Pmts Payment Amount: 51,937.42 1,932.92 4.50 Total: $1,937.42 4978 11/14 9710 TOTAL 1937.42 dnc. Rac.int -QR Printatt 11 -14 -2007 Doc: RECSETS -06 RECEIPT NO: R07 -01103 Initials: User ID: )EM 1165 Payee: STUDIO T2 DESIGN, INC. SET ID: S000000787 SET TRANSACTIONS: Set Member Amount City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us , 000=202':- 1,256.40 EL07-203'" 143.50 M07 -138 77.88 TOTAL: 1,477.78 TRANSACTION LIST: Type Method Payment Check ACCOUNT ITEM LIST: Description Description 5544 ELECTRICAL PLAN - NONRES PLAN CHECK - NONRES SET RECEIPT TOTAL: Account Code Payment Date: 06/11/2007 Total Payment: 1,477.78 SET NAME: Trap set/Initialized Activities 000.345.832.00.0 000/345.830 TOTAL: Amount 1,477.78 1,477.78 Current Pmts 143.50 1,334.28 1,477.78 5 1 59 06/12 0716 TOTAL 1477.78 Project; , /r /S Type of Inspection: % /,v4 / Address: /D / / // Date Called: Special Instructions: Date Wanted: — 7 — ZZ —C e a.m. Requester: Phone No: 2 62 - � 57 -733 INSPECTION RECORD . Retain a copy with - permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 14 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 COMMENTS: Per* 44 /7 1 /4/t / P / 4 . 77(.- , / c ; ;4 ‘,/ Tj I Date: 7/zi/OQ Approved per applicable codes. O Corrections required prior to approval. Inspector: C / El $60 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be po at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. !Receipt No.: Date: COMMENTS: Type of Inspection: c/, c" 1 d /j9 ,W,-i- / e4f on D to Called: A �7. /i/ 4 I)q' 4%/ / <S /E'fl / /r° 41ai i iee .,F > :•y t is , i e • /"!/ CT/t /e ?d e1'/7ptiS avyy/s e. 1 Project: 1 s . Type of Inspection: Addres / /V sd2��e0,,/ , D to Called: Special Instructions: Date Na ":1:: / a.ny �f Requester: P e, � J / — . 3 72 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Approved per applicable codes. Corrections required prior to approval. ector: I Recei • o.: INSPECTION RECORD Retain a copy with permit 'Date: PERMIT Date: 2 2, g 6 4-0•42 / 71 EINSPECTION FEE REEUIRED. for to inspection. fee must be t 6300 Southcenter Blvd., Sure 10 Call the schedule reinspection. COMMENTS: Type of Inspection: ►— liV ( s r\ ( I T r ( i ti NI 10; 0/1/' Date Called: ?' Special Instructions: Date Wanted: 2___ 7 2- C \, s , ^, -� 1 4. -te c 1; (( 5 �m _ Phone No: M,�s'il.,<- fix; -, 1( Project: Li((5 Type of Inspection: ►— liV Address: ,. (}'t NI 10; 0/1/' Date Called: ?' Special Instructions: Date Wanted: 2___ z_- -U a.m Requester: �m _ Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. Corrections required prior to approval. lispector: 'Receipt No 00 REINSPE d at 6300 South INSPECTION RECORD Retain a copy with permit (Date PERMIT NO. (206)431 -3670 Date: Z �ZJ I EREQUIRED. Prior to inspection, fee must be nter Blvd.: Suite 100. Call the schedule reinspection. ti • ' - , - -.- -■ ..„„ ‘r-vv/ 1 - JV Project: . , L ler S Type of Inspection: .5 Xeifj Date Called: // Address: /5 /t/..Cor4(tFAJ, ,41,y Special Instructions: Date Wanted: Requester. Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd. #1 00. Tukwila WA QR1 RR laweal PERMIT NO. ViAp proved per applicable codes. El Corrections required prior to approval. COMMENTS: specto 14 i ii ... -...■, -1 --1--(. Date: h 3 / 0e, .00 REINSPECTION FEE REQUIRED. nor to inspection, fee must be aid at 6300 Southcenter B d., Suit O. Call the schedule reinspection. 'Date: r eceipt No.: Project: . , Type of Inspection: --. Address: je) Date CaUecl: Special Instructions: Date Wanted: /- 2 g --so e Caen: Requester: Phone No: .7— — g5 72 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 /D 7 PERMIT NO. F--- (206)431-3670 s tZI Approved per applicable codes. El Corrections required prior to approval. COMMENTS: $58.00 REINSPE 40N FEE QUIRED. Prior to inspection. fee must be paid at 6300 Southtenter d.. Suite 100. Call the schedule reinspection. r eceipt No.: IDate: Project: L i D S Sprinklers: Fire Alarm: Type of Inspection: [ 41- k, I •'+e - 1- 7nce 1 7cE Address: 10 Iv Suite #: + 4 S i - - X4) Contact Person: C oiteci f-1 l,e Special Instructions: Phone No.: 9/ =/ — , 7 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre - Fire: Permits: Occupancy Type: INSPECTION NUMBER Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Do7- 2 U... PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 n Corrections required prior to approval. COMMENTS: f , KL- 1 ,s,.��,n� acre. , a Inspector: S C0 ,O/5` Date: ? J 2 610 Hrs.: / $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. CaII to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project: k ,-`d S Type of Inspection: Lfoe/2 of -c7 4, 07 Address: Jo/ q S C. r i lA t Suite #: Contact Perso Co,e. -e IM/ Pre -Fire: Special Instructions: Phone N: ;‘c - 9 /y, 5 37 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 3 INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 COMMENTS: 9 1,-E x.0 ( r te, / e �/ // ✓�• Inspector: riN Date: 7/0/4) S Hrs.: 1 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Approved per applicable codes. D7 PERMIT NUMBERS E rrections required prior to approval. $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: L i J5 Sprinklers: Type of Inspection: S1.W 1 nigt,c- YL-- Hood & Duct: Address: i0» c/ , j (. Suite #: 11I0 -� Con Person: Fs (C4- r I Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER Approved per applicable codes. Word /Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 1/13/06 Poi - 06Z -5- o/R PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 ri Corrections required prior to approval. COMMENTS: ( --T (a 17L-- _Ins ctor: id', /4 12 Date: 2 ! ! Ug Hrs.: 1 Pc $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from th City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 J Project Info Project Address Lids Store #LD5123 Date 6/26/2007 Westfield South Center #446 For Building Department Use Tukwila, WA 98188 . Applicant Name: 8C Engineers Applicant Address: 5720 Reeder, Shawnee, KS 66203 Applicant Phone: 913 -262 -1772 2004 Washington State Nonresidential Energy Code Compliance Forms 2004 Washington State Nonresidential Energy Code Compliance I-orm acoPv REVIEWED CODE C � ()VED AP Of Tukwila B ILD N DIVISION : ze . :t Revised May 2005 CORRECTION RECEIVED LTR # I CIT`% i!�VVICA JL IL 0 2 2007 r^�i�dili l�tllilt: 24 Project Info Project Address Lids Store #LD5123 Date 6/26/2007 Westfield South Center #446 For Building Department Use Tukwila, WA 98188 Applicant Name: He Engineers Applicant Address: 5720 Reeder, Shawnee, KS 66203 Applicant Phone: 913 -262 -1772 Project Description ❑ Plans Included requirements. ❑ New Building ❑ Addition -/ Alteration Refer to WSEC Section 1513 for controls and commissioning Compliance Option Q 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) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Location (floor /room no.) Occupancy Description Allowed Watts per ft Area in ft Allowed x Area sALES 2x2 LAY -IN TROFFER - TYPE G Retail 1.50 958.0 1437.0 HID WALL WASHER - TYPE Al 12 90.0 1080.0 SALES SHOW WINDOW DOWNLIGHTS - TYPE E i JH (Em PT) 9 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 1328.0 0.2 V11 /ft2 "" From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 1437 .0 Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed SALES 2x2 LAY -IN TROFFER - TYPE G 4 62.0 248.0 SALES HID WALL WASHER - TYPE Al 12 90.0 1080.0 SALES SHOW WINDOW DOWNLIGHTS - TYPE E i JH (Em PT) 9 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 1328.0 Location Description Allowed Watts per ft or per If Area in ft (or If for perimeter) Allowed Watts x ft (or x If) Covered Parking (standard paint) 2 0.2 W/ft Parking (reflective paint) 0.3 W/ft Open Parking 0.2 W /ft Outdoor Areas 0.2 V11 /ft2 Bldg. (by facade)' 0.25 W /ft Bldg. (by perim) 7.5 W /If 1. Choose either the facade area or the perimeter method, but not both) Total Allowed Watts + v Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts 2004 Washington State Nonresidential Energy Code Compliance Form 004 Washin State Nonresidential Energy Code Compliance Forms lowed Lighting Wattage (Interior Revised May 2005 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. Proposed Lighting Wattage (Interior) 3. List all fixtures. For exempt lighting, not exception and leave Watts /Fixture blank. aximum Allowed Li Wattage (Exterior Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, Proposed Lighting Wattage (Exterior) the default table in the NREC Technical Reference Manual may also be used. 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 hospitals, pital institutions, museums, banks, churches) 1.0 Barber shops, beauty shops 2.0 Police and fire stations 1.0 Hotel banquet/conference /exhibition hall'' 2.0 Atria (atriums) 1.0 Laboratories 1.8 Assembly spaces", 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, handlinareas 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 guest 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 00ther Qualification Checklist Lighting Check if all fixtures are ballasted and at least 95 %* of fixtures are either: Note: If occupancy type is "Other" and Fixtures: fixture answer is checked, the number of (Section 1. Fluorescent fixtures which a) are non - lensed. b) have 1 or 2 two lamps c) have fixtures in the space is not limited by Code. 1521) 5-60 watt T -1, T -2, T-4, T -5, T -6, T -8 lamps. d) have hard -wired electronic Clearly indicate these spaces on plans. If dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. not qualified, do LPA Calculations. 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 -1 Unit Lighting Power Allowance ( LPA 2004 Washington State Nonresidential Energy Code Compliance I-orm Revised May 2005 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 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. Lighting Permit Plans Checklist LTG -CHK 2004 Washington State Nonresidential Energy Code Compliance Forms Revised May 2005 Project Address Lids Store #LD5123 'Date 6/26/2007 The following information is necessary to check a lighting permit application for compliance with the lighting requirements in the 2004 Washing on State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) yes 1513.1 Local control /access Schedule with type, indicate locations El yes 1513.2 Area controls Maximum limit per switch El n.a. 1513.3 Daylight zone control Schedule with type and features, indicate locations n.a. vertical glazing Indicate vertical glazing on plans n.a. overhead glazing Indicate overhead glazing on plans yes 1513.4 Display /exhib /special Indicate separate controls El 1513.5 Exterior shut -off Schedule with type and features, indicate location n.a. (a) timerw/backup Indicate location n.a. (b) photocell. Indicate location 1513.6 Inter. auto shut -off Indicate location 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 yes Lighting Sum. Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture n.a. 1437 Elec motor efficiency MECH -MOT or Equipment Schedule with hp, rpm, efficiency 2004 Washin•ton State Nonresidential Ener If "no" is circled for any question, provide explanation: Code Compliance Form 2004 Washin ton State Nonresidential Ener Code Com • Iiance Form Lighting Permit Plans Checklist . LTG -CHK 2004 Washington State Nonresidential Energy Code Compliance Forms Revised May 2005 Lighting - General Requirements 1513 Lighting Controls. Lighting, including exempt lighting in Section 1512, shall comply with this section. Where occupancy sensors are cited, they shall have the features listed in Section 1513.6.1. Where automatic time switches are cited, they shall have the features listed in Section 1513.6.2. 1513.1 Local Control and Accessibility: Each space, enclosed by walls or ceiling- height partitions, shall be provided with lighting controls located within that space. The lighting controls, whether one or more, shall be capable of turning off all lights within the space. The controls shall be readily accessible, at the point of entry/exit, to personnel occupying or using the space. EXCEPTIONS: The following lighting controls may be centralized in remote locations: 1. Lighting controls for spaces which must be used as a whole. 2. Automatic controls. 3. Controls requiring trained operators. 4. Controls for safety hazards and security. 1513.2 Area Controls: The maximum lighting power that may be controlled from a single switch or automatic control shall not exceed that which is provided by a 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, Interior: Buildings greater than 5,000 sq. ft. and all school classrooms shall be equipped with separate automatic controls to shut off the lighting during unoccupied hours. Within these buildings, all office areas less than 300 ft enclosed by walls or ceiling - height partitions, and all meeting and conference rooms, and all school classrooms, shall be equipped with occupancy sensors that comply Section 1513.6.1. For other spaces, automatic controls may be an occupancy sensor, time switch, or other device capable of automatically shutting off lighting. EXCEPTIONS: 1. Areas that must be continuously illuminated (e.g., 24 -hour convenience stores), or illuminated in a manner requiring manual operation of the lighting. 2. Emergency lighting systems. 3. Switching for industrial or manufacturing process facilities as may be required for production. 4. Hospitals and laboratory spaces. 5. Areas in which medical or dental tasks are performed are exempt from the occupancy sensor requirement. 1513.6.1 Occupancy Sensors: Occupancy sensors shall be capable of automatically turning off all the lights in an area, no more than 30 minutes after the area has been vacated. Light fixtures controlled by occupancy sensors shall have a wall - mounted, manual switch capable of turning off lights when the space is occupied. 1513.6.2 Automatic Time Switches: Automatic time switches shall have a minimum 7 day clock and be capable of being set for 7 different day types per week and incorporate an automatic holiday "shut -off' feature, which turns off all loads for at least 24 hours and then resumes normally scheduled operations. Automatic time switches shall also have program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. Automatic time switches shall incorporate an over -ride switching device which: a) is readily accessible; b) is located so that a person using the device can see the lights or the areas controlled by the switch, or so that the area being illuminated is annunciated; and c) is manually operated; d) allows the lighting to remain on for no more than two hours when an over -ride is initiated; and e) controls an area not exceeding 5,000 square feet or 5 percent of footprint for footprints over 100,000 square feet, whichever is greater. 1513.7 Commissioning Requirements: For lighting controls which include daylight or occupant sensing automatic controls, automatic shut -off controls, occupancy sensors, or automatic time switches, the lighting controls shall be tested to ensure that control devices, components, equipment and systems are calibrated, adjusted and operate in accordance with approved plans and specifications. Sequences of operation shall be functionally tested to ensure they operate in accordance with approved plans and specifications. A complete report of test procedures and results shall be prepared and filed with the owner. Drawing notes shall require commissioning in accordance with this paragraph. 07 -15 -2008 JERRALD BRAIUCA 8010 STATE LINE RD STE 180 LEAWOOD KS 66208 RE: Permit No. D07 -202 1014 SOUTHCENTER MALL TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writinf and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 08/19/2008 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, xc: er Marshall, 't Technician Permit File No. D07 -202 City of Tukwila ila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 11 -06 -2007 JERRALD BRAIUCA 8010 STATE LINE RD STE 180 LEAWOOD KS 66208 RE: Permit Application No. D07 -202 1014 SOUTHCENTER MALL TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 06/07/2007 , has not been issued by the City of Tukwila Permit Center. Per the International Building Code and/or the International Mechanical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 12/04/2007 . If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 12/04/2007. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event we do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, xc: 'fer Marshall 't Technician Permit File No. D07 -202 City of Tukwila Department of Community Development Steven M. Mullet, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 r June 19, 2007 Jerrald Braiuca 8010 State Line Rd, Ste 180 Leawood KS 66208 RE: CORRECTION LETTER #1 Development Permit Application Number D07 -202 Lids —1014 Southcenter Mall Dear Mr. Braiuca, City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 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: Ken Nelsen, at 206 431 -3677, 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. If you have any questions, please contact me at (206) 431 -3760. Sincerely, Jennifer Marshall Permit Technician encl File No. D07 -202 P:\Pennit CenterlCor ection Letters V007007-202 Correction Ltr.DOC jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 No further comments at this time. Building Division Review Memo Date: June 18, 2007 Project Name: Lids permit applications Application #: D07 -202 Plan Reviewer Ken Nelsen, Senior Plans Examiner Tukwila Building Division Ken Nelsen, Sr. Plan Examiner An initial architectural Building Division plan review has been conducted on the subject permit application. Please address the following comments with revised plans and /or other applicable documentation. 1. Plan details are required to show the method of installation for the new suspended ceilings. Details must comply with ASCE 7. 2. Support connection details are also required to show how the suspended ceiling, mechanical equipment, Tight fixtures and wall bracing are attached to the existing roof structure. The connection details must accommodate both gravity load and seismic design. PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -202 PROJECT NAME: LIDS SITE ADDRESS: 1014 SOUTHCENTER MALL Original Plan Submittal Response to Correction Letter # DATE: 01 -31 -08 Response to Incomplete Letter # X Revision # 1 After Permit Issued DEPARTMENTS: Building Division Public Works Complete ❑ Comments: Documents/routing slip.doc 2 -28-02 APPROVALS OR CORRECTIONS: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: El Planning Division ❑ Permit Coordinator DUE DATE: 02-5-08 Not Applicable C Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: DATE: n C DUE DATE: 03-04-08 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -202 DATE: 07 -02 -07 PROJECT NAME: LIDS SITE ADDRESS: 1014 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DE '01 Buiiaing Division Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Documents/routing slip.doc 2 -28 -02 Fire Prevention Structural Incomplete ❑ TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved C Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 07-03-07 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: DUE DATE: 07-31-07 Not Approved (attach comments) ❑ DATE: Planning Division Permit Coordinator Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 -202 PROJECT NAME: LIDS SITE ADDRESS: 1014 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # DATE: 06 -08 -07 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS r 10,U1 � b� �p�pJZ� VJTi'°1 B I ing D�vl" "sCon Fire Prevention Planning Divi ion Pu lic� ��M!�o^�rks 10, Structural ❑ Permit Coordinator ❑ �Tlvl 1.44./ DETERMINATIt N OF COMPLETENESS: (Tues., Thurs.) Complete Comments: 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: APPROVALS OR CORRECTIONS: Approved C Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Documents/routing slip.doc 2 -28 -02 r ,, PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Incomplete ❑ Approved with Conditions❑ CAE,II" Iit o Bldg DUE DATE: 06-12-07 No further Review Required DATE: Not Applicable ❑ DUE DATE: 07-10-07 Not Approved (attach comments) Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS STAFF INITIALS hti VII Summary of Revision: )_-0' Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS STAFF INITIALS hti VII Summary of Revision: )_-0' Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS STAFF INITIALS hti VII Summary of Revision: )_-0' Received by: REVISION NO. DATE RECEIVED STAFF INITIALS STAFF INITIALS ISSUED DATE STAFF INITIALS hti VII Summary of Revision: )_-0' • Received by: Summary of Revision: JiQ c,tB 4 IJp - 1,10„ t 0 fro 15T1i - kir Q utt.44'F -t Received by: C 'or ki Al, 1 REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: • Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: L� SITE ADDRESS: to N ,t Ark k1, t. REVISION LOG PERMIT NO: D ' e ORIGINAL ISSUE DATE: Ill l il - ease print ease print ease print ease ease print City of Tukwila Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fad etc. Date: 1 1 ( Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: L. S Project Address: 101'4 v n k.— Contact Person: G rt, tU,, Phone Number: 2(0,- q q:,7q Summary of Revision: Mewl) Sy\ ht:nl ciiil 1rAm. t ekcsinA, Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 1applications\forms- applications on line‘ revision submittal Created: 8-13-2004 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 pe( Q '(JO7- --2(s) Steven M. Mullet, Mayor Steve Lancaster, Director CD JAN 3 10 08 '4khotuk_Nrzh Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: (O /c 1 f 01 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Lids Project Address: 1014 Southcenter Mall Contact Person: 36 Ratic.b 1441.14. 444 Phone Number: 9 — 12 , 19 - 6o51 Summary of Revision: 345 fleadpc9 Cd I nzi )I Jd 5 � e(° ConAt'� —' de a (L5 A4W N �2Aw�hr S d � Sheet Number(s): 3 fr.3 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 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 \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Plan Check/Permit Number: D07 -202 Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED Ch7" ;'JKWILA tint_ 02 2007 C t: ,Yil i GEN i t: License Information License LAKEVCI072KC Licensee Name LAKEVIEW CONSTRUCTION INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601447862 Ind. Ins. Account Id 86508200 Business Type CORPORATION Address 1 10505 CORPORATE DR, #200 Address 2 City PLEASANT PRAIRIE County OUT OF STATE State WI Zip 53158 Phone 4146574222 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 5/3/1993 Expiration Date 1/13/2009 Suspend Date Separation Date Parent Company Previous License STATECC113B3 Next License Associated License Business Owner Information Name Role Effective Date Expiration Date SUNDAY, EUGENE R PRES 01/01/1980 MOON, KENT A VP 01/01/1980 SUNDAY, EUGENE R SECRETARY 01/01/1980 MOON, KENT A TREASURER 01/01/1980 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 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 https: // fortress .wa.gov /Ini/bbip /printer.aspx ?License= LAKEVCI072KC 11/14/2007 - 4queriPyr 'quire ' 6G 70 REFURBISH NEUTRAL PIN'S AND FASCIA TO LIKE NM CONDITION_ -- 518" TYPE ' ` &SYP WARP PA1 JapkkTS BY TENANT'S G.C. PREFINISKED MPF PEAS EY CAS YORK MFR EXIST1M6 SATE COLUMNS , AND TRACK TO REMAIN. PLEASE MAKE SURE THIS SIGN IS CENTERED WHERE THE ANGLED VESTIBULE RETURNS BACK. MALL GEIlnlly5 VW TYPE 'X' SYP EW PM (NISH 6J_O55) 2 VATS MIN 5/4" PR FINISHED MVP PL 5Y CASE /NORA MFR axisTIN6 STRUCTURE TO REMAIN. 6u TO REPAIR OR REPLACE ANY UNSUITABLE SURFACE TQ Lit 'NE "4 COMM RECEIVE. CITY OF T 1.IV 4 4 (I) 12 SA. AIRES - SPLAYED 45° FROM EACH OTHER AT 45° MAX SECURE 1=ROM STRUCTURAL STEEL ABOVE DO NOT SECURE TO METAL_ ROOF DECK Tom GRID ••GK FA UL LISTED, FILE * EI514 NEC 410 -16G COMPLIANT ALL RECD OR. DROP —IN L1SHT FIXTURES AND ORILLF—S SHALL r S>PPORTEP DIRECTLY FROM THE FIXTURE BOURNS TO THE STRUCTURE AEOVE WITH A MINIMUM 01= TWO 12 (sAisE WIRES DATED AT DIAGONALLY OPPSITE C R'NER,a_ L yELINzS AND PQSITIONIN6 OF FIXTURES MAY SE PROVIDED BY" THE CC ILINS GRID_ FIXTURE SIJrP RT WIC MAY EE SLlr5HTLY LOOSE TO ALLOW. THE FIXTURE TO SEAT IN THE ISRID SYSTEM. FIXTURES SHALL NOT B SJPPi ORTEC7 IOM MAIN RUNNERS S Ofd GROSS RUNNERS IF me mie914T Or= THE FIX CAUSE THE TOTAL DEAD LOAD TO EXCEED THE DEPLECTIION GAPAEILITY OF THE GEILIN6 SUSPENSION SYSTEM. ALL LIc5HTIN6 FIXTURES SHALL ISE POSITIVELY ATTACHED TO THE SUSPE1 CEILING SYSTEM. THE ,J4TTAGHMETIT »ICE *ALL HAVE A CAPACITY OF 100 PERCENT OF THE LI+SHTINS 'FIXTURE J^IEI&HT ACTIN& IN ANY DIRECTION. LIGHTING CONNECTION nErAiLs SCALE: NINE HILT! GC27 CLIP OR EOLIAL 10TEs ALL Y'LIRF ARE TO 13E TAUT WITH A MINIMUM OF 3 TIN-IT TURNS AROUND SELF - TYPICAL (1) 12 SA. WIRES - SPLAYED 45° FROM EACH OTHER AT 45 MAX SECURE FROM STRUCTURAL, STEEL ABOVE DO NOT encuRa TO METAL ROOF DECK EXISTING' STRUCTURE' SUPPORT WIRES FOR LAY-IN GEILINE+ SRID MUST NOT en GONNECTEP TO ANY Oi= THE LANDLORDS MECHANICAL, ELECTRICAL, PLUM81Ne QR. FIR) PROTECTION PIPIN& OR Ef JIPMENT TELESCOPINS E.M.T. COMPRESSION STRUT AE 12' -0" Oa EACH MY lei/COMPRESSION TI 5/4" EMT NOTG44 OVER MAIN RUNNER. + SECURE TO GEILIN6 &RID W/ 2 —* x 4/16 " SELF TAPPING AAP R HEAD SORE/NS I 1 * 411101,‘‹ I I /4 "xl I /4"x1/16" S FFI , OUP ANGLE SECURED TO STRUCTURE MIS x 4'16" SELF TTAPPINtS SGRENS E.M.T. STRUT I2 O.G. Elot MAX lei/COMPRESSION SECURE STEEL CLIP I+V1I -I /4" x HA" x 1J16" TO STRUC`TU'RE J^Ir+o$6 x al /I6 SELF TAPPING. SCREWS SECURE CLIP ANGLE TO STRUT YV x 4/16" SELF TA'PPINS SCR ENS. COMPRESSION STRUT TO COMPLY WITH I.C.B4O. *244 *12 SSA WIPE (reP) 12 6A. VERTICAL HANSER AIRI COMPRESSION STRUT REQUIRED AT EACH SEISMIC RESTRAINT 12' 0.C.. • EACH WAY AND A1TMIN 6 OF EACH WALL I" EMT TIGHT TO STRUCTURAL reciC ABOVE NOTE E.M.T. S TRUT I2` - 0" O.G. EW. MAX JAI/ GOMISSIbN TIE. SECURE TO STRUCTURE W/ I I /4u x 11/4' x OS' CLIP ANCL.,E W/ 013 X 'Mb* SELF SECURE CLIP ANGLE TO STF1Jr A. # 3 x 1/16 SELF" TAPPINS sCREAS,GoMPRESSIoN SI1WT SHALL GOMLY W1Ti I I P F?. REPORT *2244 D1*:I L-1- S/52" HOLE FOR I / &" BOLT 4 LOCK NUT AFTER GLe I5 LEVEI.,I 3/4" EMT NOTCH OVER MAIN RUNNER $ SECURE TO CEILIW. iSR112 • 2-*Sx VW' SELF TAFPI Nor' P AFER HEAT? SCAM'S GROSS TEE (4) 12 GA. WINS - SPLAYED c o ife,c11 EACH oTI R AT 45° MAX AIRES a 12' -GJ" O.G. EW. MAX SECURE FROM STRUCTURAL STEEL ABOVE DO NOT SECURE To METAL ROOF DECK IAVY DUTY MAIN RUNNIER 15/16' YV x I IVI6"` D x 144 GHIGA60 METALLIC 500 SYSTEM OR EQUAL SPACE AT 24" O.C. FOR 2' x 2' LAY -IN CEILING SYSTEM SPACE AT 46" O.G. FOR 2' x 4' LAY -1N C ILINE SYSTEM TIE MAIN AND CRS RUNNERS TO P EY NT TWISTINS ALL AALLS, ERACES, WIRES, CONDUITS, PIPES, EaUPMENr, ETG MUST ea CONNECTED TO AND SUPPC?'RTED FROM THE P.XISTINS STRUCTURAL MEMBERS, 1"IrPIGAL FOR ALL TRADES. GEILIN6 INEI6hIT .OGI Lt35/SF. HEAVY DUTY MAIN RUNNER 15/l& Wx I- IVI6"] x144' L CtfIGAGO METALLIC 500 SYSTEM aR ECIJAL SPACE AT 24" 0.G. FOR 2' x 2' LAY -IN GEILIN6 S'T'STEM SPACE AT 46' 0.C_ FOR 2' x 4' LAY -IN CEILING SYSTEM FACE OF NALL 12 6A. HAIR WILE MIN. (3) TURNS IN I - S /4" CLEARANCE TO END OF RUNNER HEAVY DUTY RUNNER LAY -IN ACOUSTICAL NON SECUREI, PERIMETER ANGLE FACE OF AALL LAY -IN GEILIN6 ' u iiI11IIIIIIlhI 1 11111{11111111011111111111111R � ( r t- 2' HEAVY" DUTY RUNNER STORE ELEVATION AND 5EGT10 S" MAX S' MAX. 11 LAY-IN ACOUSTICAL rtllliitf PANEL II IIl11ItII I1111III1[l I" X .I" WALL AN M.E FASTENED 111TH POP RIVET IN EACH ORTI-IOSONAL HORIZONTAL DIRECTION IS THEMTH rr IS LESS THE LENGTH 15 SECURE PERIMETER AN LE EXISTING ROOF PECK No chan ges scope of a/ Tukvilla NOTE': Revisions will iequirc n w r.Aan submittal and may include add €tionai pan review fees, FILE COPY Permit No. s Plan review approval Is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Rlp of approved Fi I d conditions is acknowledged: By p I / + City of Tukwila BUILDING DIVISION 3- # IO TEK SCIEV5 3 -5rl 25 GA MTL 51w EXTENDED J,L,TO TOP OF " PARTITION -EXIST ROOF TRUSS WALL SUPPORT 5 -5\6" 5 - 1 A MTL sTUD MOUNTED TO TOP CORD OFLLROO1 'MS , A111..A 1„6 T CENTER -•r 'SIGN DETAILS FOR REFERENCE ONLY -SHOP DRAWINGS TO BE SUBMITTED U SEPARATE COVER BY 1516N MFG* SCALE: NTS `1 I/4" SELF � GNtM>ED TRANSFORMER BOX AND TRIM CAP' TO MATCH PT •6 OLES ON I RI S YP SRO SISNASC BAND PAtel. 516N REFERENCE DETAILS vcrre 'TRANSLUCENT FACES TRIM CST' TO MATO' FT* P 1-rr L. LErr'Et r, PAINTED I s eg Working Drawing Review Approved Approved as Noted 0 Resubmit These drawings have been reviewed for general design intent only. All actual field Conditions are required to be verified by the Tenant's Architect and/or Contractor. Tenant Is responsible for Complying with ail gavemment regiAldtions. One ('1) copy of this landlord stamped set of drawings Is required to be kept on the job sites,lal times. 1122108 Rate 1 2 3 ■ PROJECT LDS LD5102 WEST FE.D SOUTHCENTER 633 SOLM-ICENTER SPACE # 446 Tunfut, WASH- TON PROJECT NUMBER siesassememsem 07433-163 PROJECT CONTACT JERRALD BF1AIUCA EMAIL: jbraiucasst2cf.com PH: 913.649.6037 FAX: 913.448.7111 ■ AFICHITECT/DESIGNERINIIMIEMIIMMI STUDIO T2 DESIGN INTER' R ARCHITECTURE & DESIGN 8010 STATE LINE ROAD SUITE 180 LEAWOOD, KANSAS 68208 ME PROFESSIONAL SERVICES aF the Designer and /or Architect are undertaken for and ore performed in the interest of the Project Owner, No contractual obligation is assumed by the Designer and /or the Architect for the hoho&11 of any other entity involved In this Project, EXISTING CONDITIONS: The Designer / Architect disclaims any responsibility for the existing building structure, site conditions, existing construction demerits, or any other documents, drawings. or other instruments related to or intended to be used for any part or ports of the project, which do not beer the Architect's seal. THIS DRAWING his been prepared by the Architect, or under the his supervision. This Drawing is provided as an instrument of service by the Designer / Architect and is intended for use on this pra)ect only, Pursuant to the Architectural Viceis Copyright Protection Act of 1490, all drawings, specifications, ideas and designs, including the overall form, arrangement and composition of spores and elements appearing herein, constitute the origwaai. copyrighted work of the Designer / Architect. Any reproduction, use, or disclosure of'nfcrrnafian contained herein without the prior written consent of the Architect/Designer is strickly prohibited. {G) 'Copyright 2007 by Studio T2 De sign II GENERAL NOTES RELATED DOCUMENTS: This Drawing is a single pert of on integrated set of Construction Contract DrKurnents. The General Canditiions of the Contract, the Caneral Requirements, (Division 1 of the Specifications), applicable requirements of Division 2 titan Division 16 Sections of the Specifications, and other Drawings may apply to the wor".c described on this drawing. Failure to renew other documents does not relieve the Contractor fecal pldvfkkng n complete Projncf. COMPLY WITH all laws, code and ordinances of authorities having jurisdiction. and with requirement of the Landlord, if applicable. +iER1FY ACTUAL CONDITIONS and dimensions prior to construction, Commencement of work constitutes verification and acceptance of existing conditions, CALCULATE AND MEASURE required dimensions, ca npr Seale the drawings useless otherwise directed, APPLICATION of a material or equipm item to work installed by others constitutes acceptance of that work, and assumption of responsibility for satisfactory installation. DIMENSIONS shown are to finish face of a material, unless othewise indicated. I PEGSTRAIION JAMES A UCH -ITY, ARcHrrEcT I HEREBY CERTIFY that these drowings were prepared under my direct s .erAet n find that I an a duly registered ARCICECT under the kw ah STATE: WASHINGTON SEAL NUMBER 5055 D A T E J A , iv 7 , 2 ` ? REVISIO\1 NOB 1 Ills REVISIONS NO. C= SCRFTlON LATE LL & CITY PREVIEW SUBMITTAL 3/5/07 CITY REVIEW COMMENTS 6/26/07 LL l ASIOrNIS 1/16/06 ■ DATE 5 MARcH 2007 ■ DRAWING 11TLE DETALS SECTIONS ■ DRAWING NUMBER A3 ■ ITEM L n X w > Ep D I-U N z U )- m p III -i ¢ - KEY •- EXISTING A- ARCHITECT G - GENERAL CONTRACTOR F -FIXTURE CONTRACTOR L - LANDLORD T - TENANT DESCRIPTION: GENERAL REQUIREMENTS I. PERMITS AND FEES A. BLDS PERMIT SUBMITTAL A AS REQ'D BY LOCAL BLDG DEPARTMENT B. PERMIT FEES B PICK UP c AS REQ'D BY LOCAL BLDG DEPARTMENT G. SIGN PERMIT G BY COMMERCIAL SIGN COMPANY D. SIGN PLAN CHECK FEE c BY GOMMERGIAL SIGN COMPANY E. OTHER G ALL OTHERS AS REo'D BY LQGAL OLDS AND FIRE DEPARTMENTS 2. INSPECTIONS G G AS REG'D BY LOCAL BLDG 4 FIRE DEPARTMENT` 3. TEMPORARY HEAT G G IF REQUIRED 4. TEMPORARY ELECTRIC G G IF REQUIRED 5. TEMPORARY ENCLOSURE G G AS REQUIRED 6. GLEAN UP G G DAILY SWEEP GLEANNG DURING CONSTRUCTION THOROUGH PROFESSIONAL GLEAN -UP REQUIRED AT PROJECT COMPLETION. G G REQUIRED BY TENANT AND LANDLORD 1. BUILDERS RISK INSURANGE 02 SITE WORK I. SAW GUT SLAB G G AS REQUIRED FOR ELECT OR PLMB WORK 2. DEMOLITION G G AS REQUIRED TO CONSTRUCT SPACE 3. GORE DRILL 03 CONCRETE WORK L SAND PAD G G AS REQUIRED TO CONSTRUCT SPACE 2. VAPOR BARRIER G C AS REQUIRED TO CONSTRUCT SPAGE 3. REINFORCING FABRIC G G AS REQUIRED TO CONSTRUCT SPAGE 4. CONCRETE SLAB C G EXISTING TO REMAIN (PATCH AS REQ'D) 5. POURED CONCRETE G G AS REQUIRED TO CONSTRUCT SPAGE 6 FLOOR PATCH G G AS REc t' INCLUDING AT MATERIAL TRANSITIONS 04 MASONRY I. CONCRETE BLOCK (. C AS REQUIRED TO coNSTRUGT SPAGE 05 METALS 1. STRUCTURAL STEEL G G AS REQUIRED TO CONSTRUCT SPAGE 2. METAL STUDS A. DEMISING WALL G G EXTG MTL STUDS TO DECK (PROVIDE IF NOT EXTG B. INTER PARTITIONS/FRAMING G G 3 5/8" (20 GA) METAL STUDS AT 16" D.G. G. SOFFITS G G AS REQUIRED TO CONSTRUCT SPAGE D. STOREFRONT FRAMING ./ E. METAL FURRING G G AS REQUIRED TO GONSTRUGT SPACE 3. GRILLE FRAMING ./ 3A. GLASS DOORS FRAMING 4. REVEAL ® STOREFRONT 5. GEILING EDGE G G AS REQUIRED TO CONSTRUCT SPACE 6. FURRING STRIP G G AS REQUIRED TO CONSTRUCT SPACE 06 CARPENTRY I. SLOTTED WALLBOARD T G PREMIER FIXTURES FOR GC INSTALLATION 2. STOCKROOM SHELVING T G LIDS SUPPLIES FOR 6C INSTALLATION 3. TRIM T G PREMIER FIXTURES FOR GG INSTALLATION 4. 1 BLOGKINe G G ALL BLKG TO BE FiRE RETARDANT TO CODE 5. PLYWOOD G G 3/4" FIRE RETARDANT TREATED PLYWOOD 6. PREFINISHED WOOD T c PREMIER FIXTURES FOR 6C. INSTALLATION CONTACT, MIGUEL BONILLA AT PREMIER FIXTURES - 631.236.4100 EXT 222 o MOISTURE CONTROL I. WATERPROOFING MEMBRANE C C AT RESTROOM WALLS - 6" HIGH PER LL REQ'D 2. CAULKING G G MAINTAIN GORE REQUIRED CONDITIONS 3. INSULATION G G MAINTAIN CODE REQUIRED CONDITIONS 4. FIREPROOFING G G MAINTAIN CODE REQUIRED CONDITIONS Oa DOORSMINDOWS I, STOREFRONT - 01-1 GRILL ,/ IA. STOREFRONT - GLASS DRS 2. STOREFRONT - T GLASS A. EXISTING ,,/ G G RESTORE TO LIKE NEW CONDITION a TEMPERED GLASS BY SG G. STOREFRONT METAL 3. TOILET ROOM DOOR 4. STOCKROOM DOOR G G NEW DOOR 8 HARDWARE PER SCHEDULE 5. SERVICE DOOR �/ G G EXISTING SERVICE CORRIDOR POOR TO REMAIN Oq FINISHES L GYPSUM BOARD (NET -U G G 5/8" TYPE X GYPBD - TAPED ANP SANDED 2. GYPSUM BOARD (EXG) G G EXISTING TO REMAIN - PATCH OR REPAIR AS REQ'D PRIOR TO INSTALLATION OF NEW FINISHES. 3. BACKER BOARD G G I/2" AS REQUIRED 4. FLOORING A. SALES FLOOR TILE T G LAMINATE FLOORING BY SUSGONTRAGTOR 5. MALL FLOORING G G MATCH MALL FLR TO CENTER LINE OF GRILL PURCHASE TILE FROM MALL OPERATIONS G. TOILET ROOM G. TOILET ROOM D. METAL TRANSITIONS C C BY SG AND INSTALLED BY FLOORING CONTRACT( 6. BASE A. TOILET ROOM (VINYL) B. TOILET ROOM (QUARRY) G. PRE FIN LAMINATE EASE T G 4" B 6" PL BASE - PREMIER FIXTURES 7. GEILING A. SALES AREA G C LAY -IN CEILING SYSTEM GRID AND TILES B. STOCKROOM G C LAY -IN CEILING SYSTEM GRID AND TILES G. TOILET ROOM s. WALL COVERINGS A. PAINT G G AS SHOWN ON PLANS ANP ELEVATIONS 5Y GC. 10 SPECIALTIES I. TOILET ROOM ACCESSORIES 2. ACCESS PANEL G G AS REQ'P IN SOLID CEILINGS FOR MEGH ACCESS 3. MIRRORS T C PREMIER FIXTURES FOR SALES AREA II EQUIPMENT I. SIGNAGE A. STOREFRONT T T LIDS 516NASE CONT. SUPPLIES d INSTALLS B. BLADE SIGNAGE 2. FIRE EXTINGUISHERS G G INSTALL PER PLAN AND /OR CODE REGULATIONS 3. GASH REGISTERS T T INSTALL PER PLAN INSTALLATION 4. GASH RESISTERS T T BY CHER REPRESENTATIVE INSTALLATION 3. EMBROIDERY MACHINE T T BY OVER REPRESENTATIVE 12 FURNISHINGS I. SALES AREA T G PREMIER FIXTURES 2. EMBROIDERY STATION T G PREMIER FIXTURES 3. GASH WRAP AREA T G PREMIER FIXTURES 13 SPECIAL CONSTRUCTION WA 15 MECHANICAL 1. HVAC G G LENNOX - OWNER PREFERRED PROVIDER 2. TEMPERATURE CONTROLS G G LENNOX - OWNER PREFERRED PROVIDER 3. EXHAUST FAN G G LENNOX - OWNER PREFERRED PROVIDER 4. PLUMBING A. WATER G G PER PLUMBING PLANS B. WASTE G G PER PLUMBING PLANS G. VENT G G PER PLUMBINS PLANS 5. PLUM15IN5 FIXTURES G G PER PLUMBING PLANS 6. WATER HEATER G G PER PLUMBING PLANS 7. SPRINKLER SYSTEM G C RELOCATE SPRINKLER HEADS AS REQUIRED PER NEW STORE DESIGN / GOVERNING GODES. SUBMIT SPRINKLER SHOP DRAWINGS TO LANDLORD AND ALL APPLICABLE CODE OFFICIALS AS REQUIRED. FURNISH AND INSTALL REGESSEP SPRINKLER HEADS IN ALL GYPSUM BOARD SOFFITS /CEILINGS, B. WATER METER G G PER PLUMBING PLANS lb ELECTRICAL I. SERV. TO MAIN DISCONNECT ,/ EXISTING TO REMAIN 2. DISTRIB. IN TENANT SPACE G G PER ELECTRICAL PLANS 3. METERING ,/ G G PER ELECTRICAL PLANS 4. PANELS ,/ G c PER ELECTRICAL PLANS 5. TRANSFORMER ,/ G G PER ELECTRICAL PLANS 6. MAIN CONDUIT TO SPAGE ,/ G G PER E LECTRICAL PLANS 1. MAIN CONDUCTOR TO SPACE ,/ G G PER ELECTRICAL PLANS B. TELEPHONE T G OWNER PROVIDES TELEPHONE EQUIPMENT ONLY A. J- BOXES, WALL CONDUIT C C 6C. TO INSTALL GOMPLETE PHONE SYSTEM READY FOR OWNERS EQUIPMENT TO FLUE IN B. TELEPHONE/DATA EQUIP T C SC TO INSTALL GOMPLETE PHONE SYSTEM c , DOOR BELL AT REAR ENTRY G G NEW WITH CHIME AT FRONT OF STOCK AREA 10. LIGHT FIXTURES A. SALES AREA G G INSTALL A5 PER PLANS B. STOCKROOM G G INSTALL AS PER PLANS G. TOILET ROOM G G INSTALL AS PER PLANS D. STOREFRONT SOFFIT G G INSTALL A5 PER PLANS E. TRACK FIXTURES G G INSTALL AS PER PLANS F. SIGNAGE G G INSTALL NEW PER PLANS AND ELEVATIONS G. EXIT/El-ERG. LIGHTS G G INSTALL AS PER PLANS H. TRACK RAIL G G INSTALL AS PER PLANS I. FIXTURE LAMPS G G INSTALL A5 PER PLANS 11, E=LECTRICAL OUTLETS G G INSTALL AS PER PLANS 12. SMOKE DETECTORS G G INSTALL AS PER PLANS TENANT IMPROVEMENT OF RETAIL SALES SPACE FOR: O Westilek! SHOPPINGTOWN SOUTH CENTER 633 SOUTHCENTER SPACE # 446 SEATTLE, WASHINGTON 98188 BLACK AND SILVER SCHEME 113 LANDLORD APPROVAL STAMP Pl® thanes shall be :dada ttiy the c c rSt tlethaut pslcT cl NOTE: RWvis :ons w :il rcqui: a nc`: c J may include ce.d.,.:onal plan - Stays Working Drawing Rev icw Approved Approved as Noted Resubmit These dtesnsnge have been rerwst;v[esf fOt gintrai fts ign intent onb'. Ali conttitiOri xrs row irecl t7 b v rl:3eri by the Tenant's A::hita t mullet Contract r... Tenant is responsible tcsr tornpiyi 5c Mtip Eli gsvarnrnant regwations. One (1) trspy. of itas landlord starrn d set of drawings Is required to Ise iept on the job site,sit a E ilreaes. r,gnart 5160? 1 SEPARATE PERMIT REQUIRED FOR: e Mechankal lElechical IT Plumbing iGa is Piping City of Tukwila BUILDING DIVISION FILE COM Permit No. z Plan review approval is subject to emus and omissions. Approval of construction documents does not authorize the violation cf cry accepoed code or ordinance. Receipt of apprcvcd ^T.7 `r: oond; is acknot viedgedt By Date: _ _ZZ/`-�` City of Tukwila BUILDING DIVISION ® MUNICIPAL AUTHORITY CITY OF TUKWILA COMMUNITY DEVELOPMENT DEPARTMENT 6200 SOUTHGENT =R BLVD TUKWILA, WASHINGTON 1&I PHONE: 206 -431 -3610 I■ LANDLORD CONTACT WESTFIELD CORPORATION 11601 WILSHIRE BLVD 14TH FLOOR LOS ANGELES, CALIFORNIA 80025 CONTACT: JOSE HERNANDEZ TENANT COORDI NATOR R 310,515.5615 E -MAT L: jhernanclez@wetrIeld.com ■ GENERAL NOTES NO UNAUTHORIZED VISITS TO SITE, OCCUPIED OR UNOCCUPIED, BY THE CONTRACTOR WILL BE PERMITTED PRIOR TO START OF WORK. RELATED DOCUMENTS: THIS DRAWING 15 A SINGLE PART OF AN INTEGRATED 5ET OF CONSTRUCTION CONTRACT DOCUMENTS. THE GENERAL CONDITIONS OF THE CONTRACT, THE GENERAL REQUIREMENTS (DIVISION I OF THE SPECIE IGATIONS), APPLICABLE REQUIREMENTS OF DIVISION 2 THRU DIVISION 16 SECTIONS OF THE SPECIFICATIONS, AND OTHER. DRAWINGS MAY APPLY TO THE WORK DESCRIBED ON HIS DRAWING. FAILURE TO REVIEW ALL OTHER DOCUMENTS DOES NOT RELIEVE THE GENERAL CONTRACTOR OR SUB CONTRACTORS FROM PROVIDING A COMPLETE PROJECT. CALCULATE AND MEASURE REQUIRED DIMENSIONS. DO NOT SCALE THE DRAWINGS UNLESS OTHERWISE DIRECTED TO DO SO BY THE ARCHITECT. APPLICATION OF A MATERIAL OR EQUIPMENT ITEM TO WORK INSTALLED BY OTHERS CONSTITUTES ACCEPTANCE OF THAT WORK AND ASSUMPTION OF RESPONSIBILITY FOR SATISFACTORY INSTALLATION. DIMENSIONS ARE TO FINISHED FACE OF MATERIAL, UNLESS OTHERWISE INDICATED. THIS SPACE IS CURRENTLY PROVIDED WITH AN AUTOMATIC. WET PIPE SPRINKLER SYSTEM. THE FIRE PROTECTION CONTRACTOR SHALL BE RESPONSIBLE FOR THE MODIFICATION OF THE ORIGINAL DESIGN, PROVIDING A NEW LAYOUT, AND ALL MATERIALS REQUIRED FOR A COMPLETE AND OPERATIONAL SYSTEM FOR THE PROPOSED TENANT FINISH OF THIS SPACE. CONTRACTOR SHALL PREPARE ALL NEEDED DRAWINGS AND HAVE APPROVAL OF ALL STATE, LOCAL 4 INSURANCE UNDERWRITING AUTHORITIES AS WELL AS MEETING ALL N.F.P.A. 15 REQUIREMENTS. THE SPRINKLER SYSTEM SHALL BE PRESSURE TESTED BY FIRE PROTECTION CONTRACTOR, INSPECTED AND APPROVED BY LOCAL FIRE MARSHALL PRIOR TO ACCEPTANCE BY OWNER. CONSULT WITH I ANDLORD fa F'1�E Ji N I A I IVf FOR EXACT EXISTING CONDITIONS OF FIRE PROTECTION YE) 1 f = M, FOR COCA i ION, CONNECTION POINT, SIZE, TYPE, E IC. PROVIDE SIGNED AND SEALED DRAWINGS SIZE, TYPE, ETC. PROVIDE SIGNED AND SEALED DRAWINGS AS REQUIRED TO THE LOCAL AUTHORITY. DRAWINGS SHALL E3E SIGNED AND SE=ALED BY THE PROFESSIONAL ENGINEER EMPLOYED BY FIRE PROTECTION CONTRACTOR, 1"1H0 15 IN RESPONSIBLE CHARGE OF THIS WORK. SPRINKLER HEADS IN PUBLIC VIEWABLE CEILINGS MUST BE OF AN APPROVED ( ()N(. F1AI.ED 1 YPF. c�URF ACE MOUNTED HEADS ARE PERMITTED IN AREAS NOT ro (, n rOMER. DE E ORE SUE3M111 INC•i E31D PROPOSALS FOR THE WORK IN THESE SPECIFICATIONS AND DRAWINGS, EACH BIDDER SHALL EXAMINE THE SITE AND FAMILIARIZE THEMSELVES W/ ALL EX'S CONDITIONS. NO EXTRA COMPENSATION WILL BE ALLOWED BECAUSE OF A MISUNDERSTANDING AS TO THE AMOUNT OF WORK INVOLVED OR LACK OF KNOWLEDGE OF EXISTING CONDITIONS. IN CASE OF ANY INCONSISTENCIES OR DISCREPANCIES BETWEEN DRAWINGS, THE MOST STRINGENT NOTE OR CONDITION SHALL APPLY AND THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT AND THE OWNER IMMEDIATELY IT 15 THE RESPONSIBILITY OF THE TENANTS GENERAL CONTRACTOR (TOG), THEIR SUPERVISOR AND /OR SUB CONTRACTOR(S) TO GUARANTEE THE SAFETY OE ALL MATERIALS SUPPLIED BY THE OWNER FOR THE CONSTRUCTION AND FIXTURING OF THE PROJECT. THIS INCLUDES, BUT 15 NOT LIMITED TO COMPLETE CHECK OF ALL ITEMS RECEIVED AND NOTIFICATION WITHIN 24 HOURS OF ANY SHORTAGES OR DAMAGES, AS WELL AS SECURITY FROM LOSS OR DAMAGE AFTER RECEIPT. ALL SHORTAGES AND /OR DAMAGES NOT REPORTED TO THE OWNER OR FIXTURING CONTRACTOR WITHIN SAID 48 HOURS WILL BE REPLACED WITH IDENTICAL QUALITY MATERIAL AT THE SOLE EXPENSE OF THE TENANT'S GENERAL CONTRACTOR. FIELD VERIFY ALL DIMENSIONS PRIOR TO START OF CONSTRUCTION. THE TENANTS GENERAL CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND OWNER OF ANY EXS CONDITIONS WHICH DO NOT CORRESPOND TO THE DRAWINGS. ALL WORK SHALL MEET OR EXCEED STATE, COUNTY, AND LOCAL BUILDING CODES AND ALL LANDLORDS PRE - APPROVED CRITERIA AND SPECIFICATIONS. ALL LUMBER USED TO BE FIRE RETARDANT, INCLUDING BUT NOT LIMITED TO, WOOD BLOCKING, FURRING, AND PLYWOOD. FIRE RETARDANT TREATMENT FOR FINISH W00D SHALL BE COMPATIBLE WITH THE SPECIFIED FINISH. NO TOXIC OR COMBUSTIBLE MATERIALS TO BE USED ABOVE THE FINISH CEILING LINE. ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED BY THE TENANTS GENERAL CONTRACTOR FOR A PERIOD OF (I) ONE YEAR. TENANTS GENERAL CONTRACTOR SHALL LEAVE A MINIMUM OF (I) QUART, MAXIMUM OF (I) GALLON, OF TOUCHUP PAINT OF ALL TYPES AND COLORS USED IN THE STORE WITH THE STORE MANAGER AT THE COMPLETION OF THE PROJECT. PRIOR TO INSTALLATION OF FINISHES, TENANT'S GENERAL CONTRACTOR SHALL PROVIDE CERTIFICATION AS TO THE FLAME SPREAD RATINGS OF ALL INTERIOR FINISHES AS REQUIRED BY THE BUILDING DEPARTMENT FOR THEIR RECORD OR APPROVAL. ALL CONSTRUCTION SHALL BE EXECUTED IN COMPLIANCE WITH ALL LOCAL CODES AND ORDINANCES. GC. SHALL COMPLY WITH ALL CONSTRUCTION CRITERIA, REGULATIONS AND PROCEDURES ESTABLISHED BY THE LANDLORD. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONVI TIONS OF THE SPACE INCLUDING: DIMENSIONS, PHYSICAL APPURTENANCES, AND THE CONDITION OF ALL EXISTING MECHANICAL AND ELECTRICAL EQUIPMENT AND DEVICES PRIOR TO BIDDING THE GENERAL CONTRACTOR SHALL MAINTAIN DIRECT SUPERVISION OVER ALL SUBCONTRACTORS AND SHARE RESPONSIBILITY FOR THEIR PERFORMANCE AND QUALITY OF WORK. A LIST OF ALL SUBCONTRACTORS SHALL BE PROVIDED TO THE OWNER AND THE ARGHITEGT, A COPY OF THIS LIST SHALL BE POSTED ON THE STOCKROOM NALL AFTER COMPLETION OF THE PROJECT. STOREFRONT SIGNAGE AND MOUNTING DEVICES SHALL BE PROVIDED AND INSTALLED BY TENANTS SIGN CONTRACTOR. GENERAL CONTRACTOR SHALL PROVIDE ELECTRICAL POWER AND FINAL HOOK UP AS REQUIRED AND INSURE SUFFICIENT SPACE AND CLEARANCE 15 PROVIDED FOR PROPER INSTALLATION. SISNAOE CONTRACTOR SHALL APPLY FOR AND SECURE ALL APPROVALS REQUIRED BY ALL LOCAL GOVERNING AGENCIES AND SUPPLY ANY DRAWINGS OR GRAPHICS REPRESENTATION REQUIRED BY LANDLORD. ALL PENETRATIONS THROUGH STOREFRONT BULKHEAD MUST BE PROTECTED WITH FIRE STOP MATERIAL, THE TENANTS GENERAL CONTRACTOR SHALL SCHEDULE A PRE CONSTRUCTION MEETING LANDLORD'S TENANT COORDINATOR ( T1115 PROJECT PRIOR TO COMMENCING WORK. STRICT ADHERENCE TO THE LANDLORD'S "START /STOP WORK" PROCEDURES SHALL BE FOLLOWED. GENERAL CONTRACTOR SHALL PERFORM AND OR CAUSE TO SE PERFORMED, ALL WORK IN A FIRST -CLASS WORKMANLIKE MANNER, AND IN ACCORDANCE WITH EACH TRADE'S ESTABLISHED PROCEDURES AND MANUFACTURER'S fz1=G OMMENDATIONS FOR PRODUCT USE AND INSTALLATION. Al 1 F "t'C)iJIJC.Ir• U`)f - D ON 1HI > PROJEC1 SHALL BE f Ih'.',l ()1)AI 11Y NE=W AND E'REE or ASBESTOS OR OTHER ENVIRONMENTAL L Y HAZARDOUS SUBSTAN,1 ES. THE ONLY ACCEPTABLE PRE -USED PRODUCTS SHALL BE THOSE CONTAINED IN "EXISTING STRUCTURES TO REMAIN" AND MUST BE 50 INDICATED ON THE DRAWINGS AS "EXISTING TO REMAIN" EXTEND ALL INTERIOR PARTITIONS 12" ABOVE FINISHED CEILINGS UNLESS OTHERWISE NOTED, WALLS SHALL BE BRACED 4S" OG. DEMISING WALLS AND OTHER RATED WALLS SHALL BE CONSTRUCTED OR UPGRADED TO COMPLY WITH ALL LOCAL GODES AND REGULATIONS GOVERNING FIRE RATED PARTITIONS. MILLWORK, BASE, DESIGNATED TRIM, ETC., SHALL BE PROVIDED BY THE OWNER'S CASEWORK SUPPLIER AND INSTALLED BY CONTRACTOR WHERE INDICATED ON THE DRAWINGS AND OR SCHEDULES. GENERAL CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS REQUIRED TO CONSTRUCT A TEMPORARY CONSTRUCTION BARRICADE. THE BARRICADE SHALL BE CONSTRUCTED IN ACCORDANCE WITH LANDLORD'S REQUIREMENTS, OR. PURCHASED FROM THE LANDLORD AS MIGHT BE REQUIRED. ALL ADJACENT STRUCTURES AND FINISHES OUTSIDE THE DESIGNATED CONSTRUCTION LIMITS SHALL BE PROTECTED FROM DAMAGE AT ALL TIMES. DAMAGE TO ANY SURFACES SHALL BE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND WILL BE REPAIRED OR CAUSED TO BE REPAIRED BY THE GENERAL CONTRACTOR. TENANTS GENERAL CONTRACTOR SHALL COORDINATE DELIVERY TO SITE AND INSTALLATION OF ROLL -UP GRILLE NITH GRILLE MANUFACTURER/INSTALLER. GENERAL CONTRACTOR 15 RESPONSIBLE FOR ALL FURRING AND ADJACENT FINISHES FOR CONGEALED GRILLE SUPPORTS AND OPERATION EQUIPMENT. CONTRACTOR 15 RESPONSIBLE FOR HAVING A THROUGH KNOWLEDGE OF THE LANDLORD'S CRITERIA AND CONSTRUCTION RULES AND REGULATIONS PRIOR TO COMMENCING CONSTRUCTION. FAILURE TO OBTAIN COPIES OF SAID RULES AND REGULATIONS PO NOT RELIEVE THE GENERAL CONTRACTOR OR SUB CONTRACTORS OF ANY RESPONSIBLITIES WITHIN THOSE DOCUMENTS. PAINT: PT #I, PT #2, PT 4 SHERWIN WILLIAMS FLAME SPREAD RATE AS E54 -cl I A FLAME: 10 ON TYPE X GYPBOARD SMOKE CONTRIBUTION: 5 SHAW LAMINATE FLOOR: LF #1 ASTM E 662 <450 PORCELAIN FLOOR BASE: PTB #1 NON - FLAMMABLE MATERIALS REVIEWED FOR CODE COMPLIANCE APPROVED JUL 10 2001 ity Of Tukwila B ILDIN DIVISION STOREFRONT METALS: PC NI, PC 1 PG #5 NON FLAMMABLE MATERIAL PLASTIC LAMINATES: PL 142, PL 1 t3 ASTM E 34 25' TUNNEL FURNACE TEST FLAME SPREAD: HORIZONTAL GENERAL PURPOSE (NO SUBSTRATE) - 60 SMOKE DEVELOPED INDEX: HORIZONTAL GENERAL PURPOSE (NO SUBSTRATE) 105 CEILING: GLG #I ARMSTRONG CIRRUS - TEGULAR FLAME SPREAD 25 OR UNDER (UL LABELED) PER ASTM E 1264, TYPE III, FORM I, PATTERN El CEILING: GLG *2 ARMSTRONG FINE FISSURED FLAME SPREAD 25 OR UNDER (UL LABELED) PER ASTM 5 1264, TYPE III, FORM 2, PATTERN GE ®CASEWORK CONTACT PREMIER FIXTURES 110 EMJAY BLVD BRENTWOOD, NEW JERSEY 20152 CONTACT: MIGUEL E3ONILLA 6'31.236.4100 X 222 - FAX 631.236.4111 E -MAIL: mboni11a0premierfixture5.com • STANDARD MATERIAL AND COLOR SCHEDULE PAINT MATERIAL FINISHES Paint (PT #3) " White " Sherwin W1111ams SW 1900 Semi -gloss all interior surfaces Paint (PT #6) " BLACK" Sherwin Williams - Black Magic SW 6991 Semi -gloss all interior surfaces Gloss on storefront MDF surfaces Paint (PT 4 " GRAY" Sherwin WIIIiams - Grizzle Gray Ski Semi -gloss all interior surfaces Gloss on storefront MDF surfaces FLOOR BASE MATERIALS MALL Flooring GG to match mall tile to lease line Indicated on plan Coordinate w/ mall Base at Storefront Porcelain Tile Base (PTB #1) (GFGI) GROSSV I LLE - ASQO - EBONY 12" x 12" - Gut to 6" x 12" Gut Side Down - Matte Finish Shaw Laminate Flooring (GFGI) (LF #I) Style: LG 002 Finish: 00161 Maple Natural 1^1/ Shaw "Silent Step" Underlayment. Support Area Flooring Exposed Concrete Flooring 1X6 4 1X4 Wood all Base (1A1B #6) Prefinished with PL #6 GASEWORK MATERIALS Laminates Nevamar ARP Surface (PL #3) #MXT -003T - Silver AIu Metalux Textured Nevamar ARP Surface (PL #6) #S -6053T - Jett Black Textured Nevamar ARP Surface (PL #1) #S -6020T - Gun Metal Textured METAL SURFAGES Natural Steel Panels All marks and welds polished Clear Goat - Gloss Tiger Dyrlac (PG #6) Product #49/SI950 (Gloss Level S5 +) Color: Gloss Black Interior Series Oci Polyester Epoxy Coating Tiger Dyrlac (PG #7) Product #49/12470 (Gloss Level S5 +) Golor: Light Grey Interior Series Oct Polyester Epoxy Coating CEILING MATERIALS Sales Area Gelling (GLG #1) Armstrong Cirrus - Tegular Angled Tegular Edge Lay -1n Tiles 24" x 24" x 3/4" (15/16" White Grid) #5S4 White (WH) - Glass A Panels Storage Area Ceiling (GLG #2) Armstrong Fine Fissured Square Edge Lay -in Tiles 24" x 4S" x 5 /S" (15/16" White Grid) #1729 White (WH) -- Glass A Panels Sales Area 4 Store Room Gelling Grid Chicago Metallic Series 500 -White -- 15/16" Grid CODE REVIEW SUMMARY APPLICABLE BUILDING CODE: 2003 INTERNATIONAL BUILDING CODE 2003 INTERNATIONAL MECHANICAL CODE 2003 INTERNATIONAL PLUMBING CODE 2003 NATIONAL ELECTRICAL CODE NPPA 101 LIFE SAFTY CODE CLASSIFICATION: CLASS C STORE AMERICANS WITH DISABILITIES AGT OF IggO USE GROUP: MERCANTILE CONSTRUCTION TYPE: 2B - FULLY SPRINKLERED PROJECT /LEASE AREA: 814 SQUARE FEET PROJECT DESCRIPTIO\ TENANT IMPROVEMENT TO EXISTING SPACE. IMPROVEMENTS TO INCLUDE REMODEL AND NEW CONSTRUCTION AS INDICATED ON THESE PLANS. STRUCTURAL ISSUES ARE A NON - FACTOR, AS NO STRUCTURAL MODIFICATIONS ARE PROPOSED UNDER THIS SUBMITTAL FOR BUILDING PERMIT. AREA SQUARE FOOTAGE OCCUPANT FACTOR OCCUPANT NO. OF EXITS LOAD REQUIRED RETAIL SALES AREA STOCK 4 SUPPORT AREA TOTAL PROJECT AREA 133 236 814 30 100 25 2 21 I PER 30 I PER 100 ■ OWNER GENESCO G 1415 MJRFREESBORO RD, SUITE 604 NASHVILLE, TENNESSEE 57217 GONTAGT: KEITH DAVIS CONSTRUCTION MANASER PH: 615.361.1330 FAX: 615.361.1345 E -MAIL: kdavisogeneSco.com • RESPONSIBILITY SCHEDULE RESPONSIBILITY SG • CONSULTING ENGINEER BG ENGINEERS, INC. 5045 MERRIAM DRIVE MERRIAM, KANSAS 66203 CONTACT: RICH CURRY PROJECT ENGINEER q15.262.1112 EDUL • PROJECT Lids° LIDS LD5102 WESTFIELD SOUTHCENTER 633 SOUTHCENTER SPACE # 446 TUKWILA, WASHINGTON 98188 • PROJECT NUMBER 07433 -163 • PROJECT CONTACT JERRALD BRAIUCA EMAIL: jbraiuca @st2d.com PH: 913.649.6037 FAX: 913 -648 -7111 STUDIO T2 DESIGN INTERIOR ARCHITECTURE & DESIGN 8010 STATE IJNE ROAD SUITE 180 LEAWOOD, KANSAS 66208 THE PROFESSIONAL SERVICES of the Designer and /or Architect are undertaken for and are performed in the interest of the Project Owner. No contractual obligation is assumed by the Designer and /or the Architect for the benefit of any other entity involved in this Project. EXISTING CONDITIONS: The Designer / Architect disclaims any responsibility far the existing building structure, site conditions, existing construction elements, or any other documents, drawings, or other instruments related to or intended to be used for any part or parts of the project, which do riot bear the Architect's seal. THIS DRAWING has been prepared by the Architect, or under the his supervision. This Drawing is provided as an instrument of service by the Designer / Architect and is intended for use on this project only. Pursuant to the Architectural Works Copyright Protection Act of 1990, all drawings, specifications, ideas and designs, including the overall form, arrangement and composition of spaces and elements appearing herein, constitute the original, copyrighted work of the Designer / Architect Any reproduction, use, or disclosure of information contained herein without the prior written consent of the Architect /Designer is strickly prohibited. (C) Copyright 2007 by Studio T2 Design • DRAWING INDEX NO. DRAWING TITLE CS AD1 Al A2 A3 A4 SP1 SP2 SP3 ME1 M1 El • REVISIONS NO. DESCRIPTION COVER SHEET W/ KEY PLAN DEMO FLOOR CEILING PLANS AND KEYNOTES/ ARCHITECTURAL FLOOR CEILING AND CASEWORK PLANS KEYNOTES AND DETAILS INTERIOR ELEVATIONS DETAILS AND SECTIONS DETAILS AND SECTIONS SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS MPE SPECIFICATIONS AND KEYNOTES MECHANICAL FLOOR PLAN AND KEYNOTES ELECTRICAL FLOOR PLAN AND KEYNOTES • REGISTRATION JAMES LICHTY, ARCHITECT I HER CERTIFY' that the drawings were prepared under my direct si ervisk aid that I an a duly registered ARCHITECT under the l aws o1: n an STATE: WASHINGTON SEAL NUMBER: 5055 DATE: JUN 2 6 2007 5055 REG I ST R ARCH IT James A. Li State of ash CORRECTION LTR# JUL 0 2 200, LL & CITY REVIEW SUBMITTAL 1 2 CITY REVIEW COMMENTS DATE 5 MARCH 2007 • DRAWING TITLE COVER SHEET • DRAWING NUMBER DATE 3/5/07 6/26/07 CS DEMOL I TI ON KEYNOTES: I I NOTE: GENERAL CONTRACTOR SHALL FIELD VERIFY EXACT SCOPE OF DEMOLITION REQUIRED WITH THE TENANT PRIOR TO BIDDING AND CONSTRUCTION. NOTE: ALL DEMISING WALL STUDS AND NEUTRAL PIERS BY LANDLORD IF NOT EXISTING. ALL MECHANICAL, ELECTRICAL AND PLUMBING STUB -INS BY LANDLORD IF NOT EXISTING NOTE: GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CLEARANCE HEIGHTS TO EXISTING GEILING AND ABOVE EXISTING GEILING. IF A GONFLIGT EXISTS WITH NEW DESIGN GEILING, HVAG, SPRINKLER, ETC DESIGNS CONTACT THE DESIGNER IMMEDIATELY NOTE: GENERAL CONTRACTOR SHALL VERIFY ALL MATERIALS TO BE DEMOLISHED ARE ASBESTOS -FREE. IF ASBESTOS GONTA INING MATERIALS ARE FOUND, LEAVE MATERIALS IN PLAGE AND CONTACT OWNER IMMEDIATELY. REMOVE EXISTING FLOORING AND BASE AND REPAIR ALL SUBSTRATE FLOORING AS REQUIRED TO INSURE A SMOOTH BLEMISH FREE INSTALLATION OF THE NEW FLOORING MATERIALS. FLOAT SUBSTRATE AS REQUIRED TO ACHIEVE A LEVEL TRANSISTION AT ALL CHANGE OF MATERIALS. REFER TO MATERIAL SCHEDULE FOR NEW FLOORING MA"I t_RIALS_ REMOVE ALL EXISTING FLOOR AND WALL CASEWORK AND DISPLAY FIXTURES AND PROVIDE FOR PROPER DISPOSAL ACCORDING TO CITY GODES AND LANDLORD REQUIREMENTS REMOVE ALL EXISTING WALL FINISHES AS REQUIRED FROM ALL HALL SURFACES. REMOVE AND REPLAGE ANY EXISTING GYPBOARD SUBSTRATE THAT IS DAMAGED OR IN UNUSABLE CONDITION. ALL WALLS TO BE RETURNED TO LIKE NEW CONDITION REMOVE ALL EXISTING WALLS AS INDICATED ON THE DEMOLITION PLANS AND RECONSTRUCT NEW HALLS AS INDICATED ON THE ARCHITECTURAL PLANS, ELEVATIONS AND DETAILS REMOVE ALL LAPIN TILE CEILINGS, LAY —IN FIXTURES, TRACK FIXTURES, MECHANICAL GRILLS AND FIRE PROTECTION OR SECURITY ITEMS AS REQUIRED FOR NEW CONSTRUCTION NOT USED REMOVE ALL MATERIALS FROM WALLS, FLOOR AND GEILING THAT ARE NOT USED OR ABANDONED IN CONSTRUCTION. REMOVE ALL ELECTRICAL, PLUMBING AND MECHANICAL COMPONENTS NOT USED OR ABANDONED IN CONSTRUCTION REMOVE ALL MATERIALS FROM EXISTING STOREFRONT AS INDICATED. PROTECT LANDLORDS ADJACENT NEUTRAL PIERS, WALLS, CEILINGS AND BULKHEADS FROM DAMAGE DURING REMOVAL. ANY DAMAGED ITEMS SHALL BE RESTORED TO LIKE NEW CONDITION IN ACCORDANCE WITH LANDLORD CRITERIA REMOVE AND REPAIR ANY MALL FLOORING ADJACENT TO THE LEASE LINE THAT IS DAMAGED DURING CONSTRUCTION OR 15 IN NEED OF REPAIR EXISTING SECURITY SYSTEM HARDARE AND HIRING TO BE RETAINED_ DO NOT REMOVE OR DISPOSE OF WITHOUT GONFIRING WITH OWNER AS TO SALVAGE OR RETAINAGE EXISTING PHONE SYSTEM HARDWARE AND WIRING TO BE RETAINED AT THE POINT OF ENTRY INTO THE SPACE — GONFIR WITH OWNER AS TO SYSTEM RETAINAGE OR MOVEMENT OF LOCATION CSENERAL DEMOLITION NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF THE LANDLORD'S CRITERIA PRIOR TO CONSTRUCTION. FAILURE TO ACQUAINT HIMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE HIM OF ANY RESPONSIBILITr. 2. ANY ELECTRICAL UTILITIES TO BE REMOVED SHALL BE DISMANTLED BACK TO POINT OF ORIGIN FOR POWER SERVICE. 3. OWNER RESERVES THE RIGHT TO RETAIN ANY OR ALL EXISTING ITEMS. (CONTRACTOR SHALL VERIFY WITH OWNER). ALL OTHER MATERIALS AND DEBRIS SHALL BE REMOVED PER LANDLORD'S CRITERIA. 4. REMOVE ALL EXISTING FINISH MATERIALS AND SUBSTRATES NOT REUSABLE DOWN TO EXPOSED STUDS, CONCRETE, OR STRUCTURE. 3. REFER TO SECTION 02010 OF THE SPEGIFIGATIONS (SHEET SPI) FOR ADDITIONAL NOTES. , CONTRACTOR SHALL THOROUGHLY VERIFY ALL EXISTING CONDITIONS PRIOR TO BIDDING AND CONSTRUCTION. ALL DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THESE DOCUMENTS SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT. - -- - - 1- - - r - -I - - -1- -- - — I- J2 : - 1 1 1 \ \� 4 ._ //� I ----- I Th \ \ Imo\ r 1C _1 0 / - ---I- IF 1 1 nil 1 xin 1 _ 1 HI _ _ II I _ `I T J I I - r n =I - 1LJ - I 1 II CE] I L - - - - -emu -- JCL_ I 1 III 111 EXISTING SOFFIT EL, II' -0" A.P.P. O Fri — I F -I 1 1 1 1 1 1 1 1 1 1 1 1 L _J L_ 1)0 - -4 - 1- -- - - — J- — 1 u1 I IU I - --I-- O _ _4__ fi w - - 4 - --I-- ILJ 1 _ r + _ _ --F *In 1 111 1 r 1-1-1 _ LT -r - C0] I 1 L _._JCL 1_ III 1 IU 1 J— - - -- J - -a- `1 � CEILING DEMOLITION PLAN ii / — I� O I 0 / / / / / / O REVI EW: CODE CO APPP JUL 1 City Of B ILDIN L [ J 1 0, a■\ D FOR PLIANCE VED 2007 ' kwila IVISION FLOOR DEMOLITION FLAN SCALE: 1/4". I '-0" 1 2 ■ PROJECT • DATE UDS LD5102 WESTFIELD SOUTHCENTER 633 SOUTHCENTER SPACE 1 446 TUKWILA, WASHINGTON 98188 • PROJECT NUMBER 07433 -163 • PROJECT CONTACT JERRALD BRAIUCA EMAIL: jbraiuca *st2d.com PH: 913.649.6037 FAX: 913.648.7111 • ARCHITECT /DESIGNER STUDIO T2 DESIGN INTERIOR ARCHITECTURE & DESIGN 8010 STATE UNE ROAD SUITE 180 LEAWOOD, KANSAS 66208 THE PROFESSIONAL SERVICES of the Designer and /or Architect are undertaken for and are performed in the interest of the Project Owner. No contractual obligation is assumed by the Designer and /or the Architect for the benefit of any other entity involved in this Project. EXISTING CONDITIONS: The Designer / Architect disclaims any responsibility for the existing building structure, site conditions, existing construction elements, or any other documents, drawings, or other instruments related to or intended to be used for any part or parts of the project, which do not bear the Architect's seal. THIS DRAWING has been prepared by the Architect, or under the his supervision. This Drawing is provided as an instrument of service by the Designer / Architect and is intended for use on this project only. Pursuant to the Architectural Works Copyright Protection Act of 1990, all drawings, specifications, ideas and designs, including the overall form, arrangement and composition of spaces and elements appearing herein, constitute the original, copyrighted work of the Designer / Architect. Any reproduction, use, or disclosure of information contained herein without the prior written consent of the Architect /Designer is strickly prohibited. (C) Copyright 2007 by Studio T2 Design ■ GENERAL NOTES RELATED DOCUMENTS: This Drawing is a single part of an integrated set of Construction Contract Documents. The General Conditions of the Contract, the General Requirements, (Division 1 of the Specifications), applicable requirements of Division 2 thru Division 16 Sections of the Specifications, and other Drawings may apply to the work described an this drawing. Failure to review other documents does not relieve the Contractor from providing o complete Project. COMPLY WITH all laws, code and ordinances of authorities having jurisdiction, and with requirement of the Landlord, if applicable. VERIFY AC7llAL CONDITIONS and dimensions prior to construction. Commencement of work constitutes verification and acceptance of existing conditions. CALCULATE AND MEASURE required dimensions, do not scale the drawings unless otherwise directed. APPLICATION of a material or equipment item to work installed by others constitutes acceptance of that work, and assumption of responsibility for satisfactory installation. DIMENSIONS shown are to finish face of a material, unless othewise indicated. • REGISTRATION JAMES A LICHTY, ARCHITECT I HEREBY CERTIFY that these drawings were prepared under my direct supervision and that I am a duly registered ARCHITECT under the laws of STATE: WASHINGTON SEAL NUMBER: 5055 DATE: JUN 2 0 2007 ■ REVISIONS NO. DESORPTION ;i.G 1:3T EKED ARCH I o r James A . Lich State Of Was LL & CITY REVIEW SUBMITTAL CITY REVIEW COMMENTS ■ DRAWING NUMBER [ NOM R RECEIVED c: vVVIL4 JUL 0 2 2007 5 MARCH 2007 • DRAWING TITLE DEMOLITION FLOOR PLAN DEMOLITION CEILING PLAN DATE 3/5/07 6/26/07 AD1 1a;� LIDS — LIGHT FIXTURE SCHEDULE F IXTURE DESCRIPTION HEIGHT I_....ion FRAME THRESHOLD RECESSED METAL HALIDE W ALL WASH RE: ELEC. GL'G Hr ( 63 ) THICK 32 EXISTING RECESSED CAN LIGHT NON ADJUSTAPLE — RE :ELEG O 21 L 71 30 2 x 2 RECESSED PARALUX FIXTURE RE: ELEC.. CL'G HT MEI ■■■■ M: T EXISTING O SUPPORT FLUOR. STRIP LIGHTING RE: ELEG E 1' -0 SUPPORT AREA 236 50 FEET I U) kb FLUSH MOUNTED STEREO SFEAKER RE: ELEC. EL: II'-O' A.F.F. NEN GL64I AND GRID EL: 11' -0' APE. Z _ V IL m PT*/ NONE vitimaesi T‹ PER CODE 4' -0" 1311 i O I _ / I D N T 7 1* . 41-.9 ..L ..L -rb - w I 59N19'dl LII J, 59N19VA QL f, NI9V t QL ' REKEYED BY OWNER 1 1 ■ REFER TO r.I LCCT SP2, SECTION 05110 FOR HARDWARE SPECIFICATIONS 4' -7" d, 5' -0 3/4" _ o�I— � C .17/1 17 104 FACINGS 2 78 FACINGS 65 FAGINGS ( 55) GONDOLA D 6- 4 FACINGS 0 (51 i v Jul CO JO 38 10 201 Of - T DI DM ,,,,, I�. 3' -O" 52 to 35 ti IL I— \ 61 , 59NI9V1 QL y 59NI0V t QL GASH WRAP 38 106, I SALES AREA I 738 50 FEET w I_ I 4=3 • 59N19'dt gL [, G9N19Vt QL 59Nf0V1 QL 1, 59N19Vt QL ___ • 10 1 1 ( 56 ) 4 WAY 72 FACINGS • i!I I LE,, IS FACINGS ' O SPKR II c a o _ I � Z I , J „ 591\1 19V gL G9N I9V QL 59N IOVA QL 22 C —.—L54 )—...- co I GONDOLA 4 FACINGS (So ) L� ( 50 ) ) I I tLl - • 59NI9'dd QL L 59NIOV t QL —( 51 51 T- i 1 TOTAL LEASE AREA 474 50 FEET 1742 TOTAL FACINGS 7 • / EQ 't • 7 / LIDS — LIGHT FIXTURE SCHEDULE F IXTURE DESCRIPTION HEIGHT KM 0..642 AND GRID FRAME THRESHOLD RECESSED METAL HALIDE W ALL WASH RE: ELEC. GL'G Hr 4 THICK 32 EXISTING RECESSED CAN LIGHT NON ADJUSTAPLE — RE :ELEG O 21 L 71 30 2 x 2 RECESSED PARALUX FIXTURE RE: ELEC.. CL'G HT MEI ■■■■ M: T EXISTING O SUPPORT FLUOR. STRIP LIGHTING RE: ELEG 2 1' -0 H „01 -Z1 FLUSH MOUNTED STEREO SFEAKER RE: ELEC. EL: II'-O' A.F.F. NEN GL64I AND GRID EL: 11' -0' APE. 4 PT*/ NONE EXIT SIGNAGE LIGHT CEILING MOUNTED — RE: ELEG PER CODE 4' -0" 1311 e 3 _ / 21 \ D N \ FACTORY REKEYED BY OWNER 1 1 ■ REFER TO r.I LCCT SP2, SECTION 05110 FOR HARDWARE SPECIFICATIONS 1 r5� I 3l O 37 _ o�I— � 36 \ 3 CODS REVI�� D 6- CE CC�P i v Jul CO JO 38 10 201 Of - T DI DM ,,,,, I�. 11 . ION to 35 38 106, Ir I w O j A ■ • 10 [EIEL II • i!I I LE,, O SPKR 47 22 22 • / EQ 't • EQ / 351 1 �Q ›I2 4 ... M. O SPKR 47 I®L A► /O O N C 501 EXISTING SOFFIT EL II' -0" A.F.F. 4 O J -K A yr - — - _ r 16 LIDS — LIGHT FIXTURE SCHEDULE F IXTURE DESCRIPTION HEIGHT Al FRAME THRESHOLD RECESSED METAL HALIDE W ALL WASH RE: ELEC. GL'G Hr 4 THICK 32 EXISTING RECESSED CAN LIGHT NON ADJUSTAPLE — RE :ELEG O 21 L 71 30 2 x 2 RECESSED PARALUX FIXTURE RE: ELEC.. CL'G HT MEI ■■■■ M: T EXISTING O SUPPORT FLUOR. STRIP LIGHTING RE: ELEG CL 'G HT 1' -0 H „01 -Z1 FLUSH MOUNTED STEREO SFEAKER RE: ELEC. GL'G HT 33 PT*/ NONE EXIT SIGNAGE LIGHT CEILING MOUNTED — RE: ELEG PER CODE I 1= 1311 e 3 N HM 21 \ EXISTING Hivi FACTORY REKEYED BY OWNER 4 UNDERCUT DOOR PER MECHANICAL NOTES ■ REFER TO r.I LCCT SP2, SECTION 05110 FOR HARDWARE SPECIFICATIONS 1 r5� I 3l O 37 _ o�I— � 36 \ !n CODS REVI�� CE CC�P i v Jul CO JO 38 10 201 Of - T DI DM ,,,,, I�. 11 . ION to 35 38 106, 1 O j Ar ■ • 10 II • i!I I LE,, 22 22 LIDS — LIGHT FIXTURE SCHEDULE F IXTURE DESCRIPTION HEIGHT Al FRAME THRESHOLD RECESSED METAL HALIDE W ALL WASH RE: ELEC. GL'G Hr , THICK 0 E EXISTING RECESSED CAN LIGHT NON ADJUSTAPLE — RE :ELEG CL 'G HT MATERIAL FINISH O I 2 x 2 RECESSED PARALUX FIXTURE RE: ELEC.. CL'G HT MEI ■■■■ M: EXISTING EXISTING O SUPPORT FLUOR. STRIP LIGHTING RE: ELEG CL 'G HT 1' -0 H 0 SPKR FLUSH MOUNTED STEREO SFEAKER RE: ELEC. GL'G HT }}M PT*/ NONE EXIT SIGNAGE LIGHT CEILING MOUNTED — RE: ELEG PER CODE 1 XI RE: ELECTRICAL SHEETS FOR EXACT FIXTURE SPECIFICATIONS DOOR SCHEDULE - LIDS LOCATION SIZE DOOR FRAME THRESHOLD HARDWARE WIDTH HEIGHT THICK MATERIAL FINISH TYPE MATERIAL FINISH O I OVERHEAD GRILL EXISTING EXISTING EXISTING EXISTING EXISTING O SUPPORT ROOM 3' -0" 1' -0 13 /4 ° HM PTrk1 TYPE A }}M PT*/ NONE SET A 0 MALL REAR SERVICE 3'--0" 'T'-O" 1 HM FACTORY EXISTING Hivi FACTORY REKEYED BY OWNER 4 UNDERCUT DOOR PER MECHANICAL NOTES ■ REFER TO r.I LCCT SP2, SECTION 05110 FOR HARDWARE SPECIFICATIONS PARTITION TYPES: ® TYPICAL PARTITION (THRU CEILING): 3 -5/8" 25 GA MTL STUDS AT 16" OG MAX W/ I- LAYER 5/8" TYPE X GYP BD EACH SIDE. EXTEND STUDS TO 12" ABOVE GEILIN6 BRACE ® 4'-O" OG MAX TO STRUCTURE EXTEND GYP BOARD TO 4" ABOVE GLG RE: X/AX • PARTITION NOTES PROVIDE FIRE RETARDANT WOOD BLOCKING WITHIN PARTITIONS FOR SECURE ANCHORAGE AT THE FOLLOWING LOCATIONS: FIRE EXTINGUISHER ACCESSORIES PROVIDE (OR INSTALL ITEMS FURNISHED BY OTHERS WHEN NOTED) THE FOLLOWING ACCESSORIES IN RESTROOM AND WHERE LOCATED HEREIN OR ON THE DRAWINOS FIRE EXTINGUISHER (GFGI) GENERAL NOTES I. ALL INTERIOR FINISHES TO BE GLASS 2 OR BETTER 2. ALL INTERIOR DIMENSIONS ARE FROM FINISH FACE TO FINISHED FACE UNLESS OTHERWISE NOTED 3. ALL WOOD IN CONTACT WITH CONCRETE PRESSURE TREATED MOISTURE RESISTANT 4. PROVIDE AND INSTALL OCCUPANCY SIGN IN A CONSPICUOUS LOCATION IN ACCORDANCE WITH STATE 4 LOCAL CODES AND APPROVED FOR DESIGN 5. PROVIDE 5/8" FRT PLYWOOD BLOCKINO IN ALL AREAS WHERE THERE 15 WALL MOUNTED SHELVING OR EQUIPMENT. 6. GENERAL CONTRACTOR TO PROVIDE FIRE IERS AS REQUIRED PER APPLICABLE CODES AND SHALL COORDINATE LOCATION FIRE MARSHALL ALL DOORS TO BE KEYLESS IN DIRECTION EMERGENCY EGRESS AND SHALL REQUIRE SPECIAL #OL K # E+ - TO 7. EXISTING DERVICE GOORIDOR PARTITION LEASEHOLD DEMISING WALL PARTITION: I EXISTING LAYER 5/8" TYPE X GYP BD TO STRUCTURE ABOVE ON EXIST Snips. VERIFY TAPING AND SEALING TO STRUCTURE ABOVE TO MAINTAIN INTEGRITY OF 1-14R FIRE RATING. REMOVE EXISTING WALL FINISHES AND UNSUITABLE 6YPBRD ( AS REQUIRED) AND INSTALL.. NEW TYPE X GYPBRD AND WALL FINISHES TO LIKE NEW CONDITION. 9. EXISTING SECURITY SYSTEM HARDWARE AND WIRE TO BE RETAINED - DO NOT DISPOSE - CONFER WITH OWNER ON SYSTEM 10. EXISTING PHONE/DATA LINES ARE TO I3E RETAINED AT THE ENTRY POINT OF THE SPACE - CONFER WITH OWNER ON SYSTEM FINISH NOTES I. WALL FINIS! 1E5 OF PUBLIC SALES AREA: REFER TO INTERIOR ELEVATIONS, DRAWING A2 2. CEILING FINISHES: RE: REFLECTED CLG PLAN, DRAWING Al 3. LIGHTING LAYOUT: RE: REFLECTED CLO PLAN, DRAWING Al AND ELECTRICAL PLANS 4. MATERIAL/PRODUCT COLOR SELECTIONS STANDARD MATERIAL /COLOR SCHEDULE SHEET 5. TYPICAL STOCK ROOM FLOOR FINISH: EXISTING FINISHES 6- TYPICAL PUBLIC AREA FLOOR FINISHES: SHAW COMPOSITE HARD SURFACE FLOORING PEI PLANS -TO BE LEVEL TRANSITION AT ENTRY 7. SUPPORT ROOM CORRIDOR DOOR AND FRAME-S: PAINT DOOR TO MALL STANDARD CORRIDOR COLOR AS REQUIRED DEMOLITION NOTE CONCRETE PATCHING: WHERE EXISTING CONCRETE SLABS ARE REMOVED FOR INSTALLATION OF PLUMBINO OR Ft FGTRIGAL SYSTEMS, PATCH EXISTING WITH SOL TREATMENT AT DISTURBED AR CRUSHED ROCK SUBGRADE, 6 MIL POLY VAPOR BARRIERS AND CONCRETE SLAB WITH NNE REINFORCEMENT. VERIFY LOCATION OF EXISTINS UTILITIES PRIOR TO CUTTING SPRINKLER NOTES THIS SPACE 15 CURRENTLY PROVIDED WITH AUTOMATIC. WET PIPE SPRINKLER SYSTEM. THE FIRE PROTECTION CONTRACTOR SHALL SE RESPONSIBLE FOR THE MODIFICATION OF THE ORIGINAL PROVIDING A NEW LAYOUT, AND ALL MATERIALS REQUIRED FOR A COMPLETE AND OPERATIONAL SYSTEM FOR THE PROPOSED TENANT FINISH OF THIS SPACE. CONTRACTOR SHALL PREPARE ALL NEEDED DRAWINGS AND HAVE APPROVAL OF AL LOCAL 4 INSURANCE UNDERWRITING AUTHORITIES WELL AS MEETING ALL N.F.PA. 13 REQUIREMENTS. SPRINKLER SYSTEM SHALL BE TESTED PRESSURE FIRE PROTECTION CONTRACTOR, INSPECTED AND APPROVED BY LOCAL FIRE MARSHALL PRIOR TO ACCEPTANCE BY OWNER. CONSULT WITH LANDLORD REPRESENTATIVE FOR EXACT EXISTING CONDITIONS OF FIRE PROTECTION SYSTEM, FOR LOCATION, CONNECTION POINT, SIZE, TYPE, ETC. PROVIDE 5I6NED AND SEALED DRAWINGS AS REQUIRED TO THE LOCAL AUTHORITY. DRAWINGS SHALL BE SIGNED AND SEALED BY THE PROFESSIONAL ENGINEER EMPLOYED BY FIRE PROTECTION CONTRACTOR, WHO 15 IN RESPONSIBLE CHARGE OF THIS WORK. SPRINKLER HEADS IN PUBLIC VIEWABLE CEILINGS MUST BE OF AN APPROVED CONGEALED TYPE. SURFACE MOUNTED HEADS ARE PERMITTED IN AREAS NOT VISIBLE TO CUSTOMER. TELEGOMMUNI GAT IONS NOTES GENERAL_ GONTRATOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF (7) GAT5 GABLE FROM PHONE PANEL BOARD WITHIN THE REAR STORAGE AREA TO THE GASH WRAP STATION. SUFFICIENT GABLE LEADS SHALL BE LEFT ON EACH END TO ROUTE WITHIN CASEWORK AS REQUIRED. OWNER SHALL PROVIDE SERVICE AND TELEPHONE EQUIPMENT. ELECTRICAL SUBCONTRACTOR TO INSTALL (T) CATS GABLES FROM PHONE BOARD TO GASH WRAP. FIRST CAT5 GABLE WILL BE PAIRED FOR VOICE COMMUNICATIONS AND WIRED TO A 4 -WIRE PHONE JACK IN A DUPLEX 4 -WIRE JACK PLATE AND LABELED "VOICE ". THE SECOND, THIRD AND FOURTH GAT5 GABLES WILL BE PAIRED FOR DATA AND BE TERMINATED IN DUPLEX 4-WIRE JACK LABELED "DATA" - FOR CASH REGISTER #1. THE FIFTH, SIXTH, AND SEVENTH GAT5 GABLES WILL BE PAIRED FOR DATA AND BE TERMINATED IN (2) DUPLEX 4-HIRE JACK LABELED "DATA" - FOR GASH REGISTER #2. GENERAL CONTRACTOR SHALL HAVE ALL PHONE AND DATA LINES ACTIVATED DURING THE THIRD WEEK OF CONSTRUCTION AND AVAILABLE FOR OWNER. MAIN SERVICE PROVIDER SHALL BRING ALL 171 FGOMMUNIGATION LINES TO THE PHONE BOARD LOCATED WITHIN THE SUPPORT /STORAGE AREA AND SHALL INSTALL ALL REQUIRED JACKS, MODEMS OR ROUTERS AND ACTIVATE AL LINES. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND WIRING OF CEILING INSTALLED STEREO /COMMUNICATION SPEAKERS AND SHALL RUN WIRING TO THE PHONE BOARD WITH ADEQUATE LEAD LEFT TO REACH THE STEREO /SECURITY CABINET PROVIDED BY CASEWORK MFG. SPEAKERS SHALL BE PROVIDED BY THE OWNER ALL WIRING FOR TELECOMMUNICATIONS SHALL MEET CODE AND SHALL BE PLENUM RATED. IO I© 10 m 16 © EXISTING MALL NEUTRAL PIER. FINISH AND TRIM AS PER MALL STANDARDS. TELEPHONE BACKER BD: 24" x 30" HT x 3/4" FRT PLYWOOD (CFGI) - INSTALL 3" BELOW FINISHED GEILIN6 �3l 36 3C. ( 53 ) ( 54 ) ( 55 (56) (63 ) KEYNOTES EXISTING GATE NOTE: GG TO INSPECT ALL HARDWARE FOR PROPER FUNCTIONING AND REPAIR OR REPLACE AS REQUIRED. SUPPORT RM DOOR 4 FRAME (GFGI): 3' - 0" W x 7'- O" H x 1 -3/4" HM DR & HARDWARE SET # A SERVICE CORRIDOR DOOR 4 FRAME (EXISTINGI): GG TO INSTALL (I) BATTERY OPERATED ALARM LOCK: "DETER'' #EGL -600 -D W/ OPTIONAL OUTSIDE "SGHLAGE" MASTER KEYED CYLINDER 4 PULL GG TO VERIFY FIRE RATED DOOR ASSEMBLY IN COMPLIANCE WITH I-HR RATING ALUMINUM TRANS STRIP FROM HARD SURFACE FLOORING TO EXISTING FINISI ES. MEET ALL ADA TRANSITION REQUIREMENTS RE: DETAIL X/AX TRANSITION STRIP FROM MALL FLOORING TO HARD SURFACE FLOORING - RE: DETAIL X/AX 1/2" TEMPERED GLASS STOREFRONT SYSTEM: EXISTING SYSTEM TO REMAIN, GG TO PROTECT FROM DAMAGE DURING CONSTRUCTION. GLEAN AND POLISH AT COMPL_EfITION OF PROJECT. NEW 16 GAUGE POWDER COATED BREAK METAL OVER EXISTING GATE COLUMNS INTERIOR ILLUMINATED "LIDS" SIGNAGE - RE: XX/AXXX NO WEEP HOLES 4 NO MFG LABELS ALLOWED (OFGI) LIDS SIGNAGE MFG TO SUPPLY AND INSTALL SIGN COMMERCIAL SIGN - GARY HALL - 818.164.61c10 FIRE EXTINGUISHER (GFGI): 4A -60BG - 10 LB DRY -GHEM TYPE W/ WALL MOUNT BRACKET (60° MAX HT TO TOP) - PROVIDE WALL BLOGKING - EXTINGUISHER SHALL BE IN COMPLIANCE WITH NFPA 10 AND SHALL BE DISTRIBUTED IN ACCORDANCE WITH APPENDIX E ELECTRICAL OUTLETS. ELECTRICAL CONTRACTOR TO INSTALL 4 PLEX OUTLET BOX FOR SECURITY /STEREO SYSTEMS AT 54" AFF. EXISTING ELECTRICAL PANEL(S) W/BREAKER RE: ELECTRICAL DRAWINGS DOOR BELL BUTTON 42" AFF (GFGI) - RE: ELECT DINGS DOOR BELL UNIT @ 84" AFF (CFO') - RE: ELECT DINGS 20 AMP WALL ELECTRICAL OUTLET FOR EMBROIDERY STATION. ELECTRICAL CONTRACTOR TO INSTALL 4 FLEX WITH FACE TO BE FLUSH WITH 3/4" SLATWALL ON 5/8" GYF'BD. INSTALL AT 20" AFF. REFER TO ELECTRICAL DRAWING FOR ADDITIONAL DETAILS. ELECTRICAL JUNCTION BOX ABOVE GEILIN6 FOR EMBROIDERY FRONT STATION. ELECTRICAL CONTRACTOR TO INSTALL J -BOX ABOVE GEILIN6 FOR CONNECTION TO UNIT POWER POLE. REFER TO ELECTRICAL DRAWING FOR ADDITIONAL DETAILS. ELECTRICAL JUNCTION BOX ABOVE CEILING FOR FUTURE EMBROIDERY FRONT STATION. F1 EGTRICAL CONTRACTOR TO INSTALL J -BOX ABOVE CEILING FOR CONNECTION TO UNIT POWER POLE. REFER TO ELECTRICAL DRAWING FOR ADDITIONAL DETAILS. ELECTRICAL STUB UP FOR 4 PLEX ELECTRICAL OUTLETS TO BE MOUNTED IN GASH WRAP BY ELECTRICAL CONTRACTOR COMMUNICATIONS STUB UP FOR PHONE/DATA LINES TO GASH RESISTER/CREDIT CARD/PHONE (GFGI) - OWNER SHALL PROVIDE SERVICE AND TELEPHONE EQUIPMENT. ELECTRICAL SUBCONTRACTOR TO INSTALL (7) GAT5 GABLES FROM PHONE BOARD TO GASH WRAP. FIRST CAT5 GABLE WILL BE PAIRED FOR VOICE COMMUNICATIONS AND WIRED TO A 4 -WIRE PHONE JACK IN A DUPLEX 4-WIRE JACK PLATE AND LABELED 'VOICE ". THE SECOND, THIRD AND FOURTH CATS GABLES WILL BE PAIRED FOR DATA AND BE TERMINATED IN DUPLEX 4-WIRE JACK LABELED "DATA" - FOR GASH RESISTER *1. THE FIFTH, SIXTH, AND SEVENTH GAT5 CABLES WILL BE PAIRED FOR DATA AND BE TERMINATED IN (2) DUPLEX 4 -WIRE JACK LABELED "DATA" - FOR GASH RESISTER 4t2. - RE: WIRING DIAGRAM ON SHEET XX FLOOR ELECTRICAL BOX LOCATION FOR EXISTING SECURITY SYSTEM. ELECTRICAL CONTRACTOR TO INSTALL AND ROUTE CONDUIT BELOW SLAB AND UP WITHIN COLUMNS AT DOOR OPENING TO LOCATION ABOVE CEILING FOR TRANSFORMER. REFER TO ELECTRICAL DRAWING FOR ADDITIONAL DETAILS. ELECTRICAL DUPLEX FOR SECURITY SYSTEM. ELECTRICAL CONTRACTOR TO INSTALL ONE 120 V DUPLEX ABOVE CEILING LINE FOR EXISTING SECURITY SYSTEM TRANSFORMER RECESSED CEILING MOUNTED STEREO SPEAKER (OFGI)GG TO INSTALL HOMETEGH 5-)'4" CEILING SPEAKERS BY GENESCO. GG TO PROVIDE SPEAKER WIRING BACK TO TELEPHONE BOARD WITH ADEQUATE LENGTH TO REACH STEREO CABINET (ITEM #63) BELOW ® CASEWORK SLATWALL DISPLAY PANELS PROVIDED BY CASEWORK MANUFACTURER AND ASSEMBLED /INSTALLED BY GG REFER TO CASEWORK PLAN ( 51 ) CASEWORK WALL DISPLAYS DIVIDERS PROVIDED BY CASEWORK MANUFACTURER AND ASSEMBLED /INSTALLED BY GG REFER TO CASEWORK PLAN < 52 > CASEWORK GASH STATION PROVIDED BY CASEWORK MANUFACTURER AND ASSEMBLED /INSTALLED AND WIRED BY GG REFER TO CASEWORK PLAN. TRANSACTION COUNTER TO BE 34" AFF PER ADA STORAGE SHELVING INSTALLED AS PER PLAN. GG TO ASSEMBLE METAL 5E1E1-VINO UPRIGHTS AND GROSS MEMBERS SUPPLIED BY GENESGO (LIDS). GG TO INSTALL 5/8" FRT A/C PLYWOOD SHELVES ON METAL SUPPORTS (PLYWOOD BY GG) - SECURE .:d ELVES: TO METAL SUPPORT@ 2'- 0" ON CENTER CASEWORK EMBROIDERY STATION PROVIDED BY CASEWORK MANUFACTURER. ASSEMBLED /INSTAI I ED it WIRED BY GG REFER TO CASEWORK PLAN - TRANSACTION COUNTER TO BE 34" AFF PER ADA LOW GONDOLA FLOOR DISPLAY PROVIDED BY CASEWORK MANUFACTURER AND ASSEMBLED /INSTALLED BY GG - REFER TO CASEWORK PLAN 4-WAY FLOOR DISPLAY PROVIDED BY CASEWORK MANUFACTURER AND ASSEMBLED /INSTALLED BY GG - REFER TO CASEWORK PLAN CASEWORK STEREO /SECURITY CABINET: BY CASEWORK MANUFACTURER AND ASSEMBLED /INSTALLED BY GG REFER TO CASEWORK PLAN 5 LOOR DETAIL SCALE: 3 — I —D n 118_' X r %NG_GOATED %% COATED TILE-1 LEVEL EXISTING SJBFLOOR AS REWIRED TO PROVIDE SMOOTH TRANSITION EXISTING FINISHES FEMKO H2 OR EQUAL TRANSITION STRIP BY 6G L SHAW COMPOSITE HARD SURFACE FLOORING BY GG WAN SILENT STEP UHDER AYF113rf — SHAW COMPOSITE HARD SURFACE FLOORING BY 60 —SHAW SIIBIT STEP LMERLAYMENT 4 LOOR a_ , — SCALE: 3 — 1 O n SCALE: NTS CEILING LINE 3 -5/8" 25 GA MTL STUDS AT 16" OG MAX W/ 1- LAYER 5 /5" TYPE X GYP BD EACH SIDE. EXTEND STUDS TO 12" ABOVE CEILING 4 BRACE ® 4' -O" OG MAX TO STRUCTURE EXTEND GYPBOARD TO 4" ABOVE GLG IX6 4 1X4 MDF BASES PL*2 CONTINUOUS 3 -5/8° TRACK MOUNTED TO -- - -SLAB WITH FASTENERS PER I.Gb.O. 4 t1639 FINISHED FLOOR, AS SCHEDULED WALL TYPE 'A' 3 ARCHITECTURAL CASEWORK PLAN ARCHITECTURAL CEILING PLAN ARCHITECTURAL FLOOR PLAN • ■ PROJECT 1 2 LIDS LD5102 WESTRELD SOUTHCENTER 633 SOUTHCENTER SPACE 1 446 TUKWILA, WASHINGTON 98188 ■ PROJECT NUMBER 07433 -163 • PROJECT CONTACT JERRALD BRAIUCA EMAIL: jbraiucanst2d.com PH: 913.649.6037 FAX: 913.648.7111 ■ ARCHITECT /DESIGNER P CEIVED C4 ; v hILA Jill_ 0270P! r l .. LiVll ! lA.:.�\L • REVISIONS NO. DESCRIPTION LL & CITY REVIEW SUBMITTAL CITY REVIEW COMMENTS • DRAWING NUMBER STUDIO T2 DESIGN INTERIOR ARCHITECTURE & DESIGN 8010 STATE LINE ROAD SUITE 180 LEAW00D, KANSAS 66208 THE PROFESSIONAL SERVICES of the Designer and /or Architect are undertaken for and are performed in the interest of the Project Owner. No contractual obligation is assumed by the Designer and /or the Architect for the benefit of any other entity involved in this Project. EXISTING CONDITIONS: The Designer / Architect disclaims any responsibility for the existing building structure, site conditions, existing construction elements, or any other documents, drawings, or other instruments related to or intended to be used for any part or parts of the project, which do not bear the Architect's seal. THIS DRAWING has been prepared by the Architect, or under the his supervision. This Drawing is provided as an instrument of service by the Designer / Architect and is intended for use an this project only. Pursuant to the Architectural Works Copyright Protection Act of 1990, all drawings, specifications, ideas and designs, including the overall form, arrangement and composition of spaces and elements appearing herein, constitute the original, copyrighted work of the Designer / Architect. Any reproduction, use, or disclosure of information contained herein without the prior written consent of the Architect /Designer is strickly prohibited. (C) Copyright 2007 by Studio T2 Design • GENERAL NOTES RELATED DOCUMENTS: This Drawing is a single part of an integrated set of Construction Contract Documents. The General Conditions of the Contract, the General Requirements, (Division 1 of the Specifications), applicable requirements of Division 2 thru Division 16 Sections of the Specifications, and other Drawings may apply to the work described an this drawing. Failure to review other documents does not relieve the Contractor from providing a complete Project. COMPLY WITH all laws, code and ordinances of authorities having jurisdiction, and with requirement of the Landlord. if applicable. VERIFY ACTUAL CONDITIONS and dimensions prior to construction. Commencement of work constitutes verification and acceptance of existing conditions. CALCULATE AND MEASURE required dimensions, do not scale the drawings unless otherwise directed. APPLICATION of a material or equipment item to work installed by others constitutes acceptance of that work, and assumption of responsibility for satisfactory installation. DIMENSIONS shown are to finish face of a material, unless othewise indicated. • REGISTRATION JAMES A LICHTY, ARCHITECT I HEREBY CERTIFY that these drawings were prepared under my direct supervision and that I am a duly registered ARCHITECT under the laws of STATE: WASHINGTON SEAL NUMBER 5055 DATE: JUN 2 6 2007 DATE 3/5/07 6/26/07 • DATE 5 MARCH 2007 • DRAWING TITLE ARCHITECTURAL FLOOR, CEILING AND CASEWORK PLANS KEYNOTES AND DETAILS Al PT #6 i \ \ Ca; o ° .d gXISTING STOREFRONT EXIST! NIG STOREFRONT PT #6 CWG AB 4S6 AB #6 3 5 Kfl . STUDS e IfroL. 2 EA. 20 6A. STUDS 0 FE.AD /4AM73 (TYP) PAINT 6TP BRD Pr* FROM 6' BELOW TOP OF SU: MALL TO 4' ABOVE CEILING LINE GASEwORK DASH PANS CLEAR GOATED METAL 6C TO INSTALL HANOIN6 CLIP NV LATCH GLIP INTO REDWLLED HOLE ON DIVIDER, I OTKIN6 CLIP AFTER UN t O Locked Position o LOCKING DETAI c y =gin Unlocked Position PALL SECTION RE. FLOOR PLAN SG TO INSTALL PREFORMED MEDRILLED ON DIVIDER 5/8" 6TP BRA. SLAT PALL PANEL GAAI=NIORK DIVIDER PANEL; FUNI5 ON SLAT PALL 6G TO INSTALL HANGING CLIP TO DMDH$ cASFJVOJ MATE PANEL. SCALE: NTS /4 5/8 3/4" 0 5/8' GYP. HD. I LAYER EACH SIDE SLATINALL RAM #3) ANCHOR CLIP 0) PER JAM 5 MIN. I6 &LASE 3/4' X I' ALUMINJM ANSLE EDGING FINISH PC3 HOLLOW METAL DOOR FRAME DOOR, REFER TO DOOR SGHEGULE Dash Panel Metal Slot Turn Up To To Top Stde tl Dash Panel Philips Pan Head Screw 1 I/2" Lora W/Tlnk E-Z 8 ,000902 Slatwall WALL DIVIDER DETAIL 4:4 X 5/5" 55. OVAL HEAD SGVARE DRIVE TRIM SGREfi Q i 5 HEADER DETAIL ELEVATION 3/4" X I" ALUMINUM ANGLE EDGING FINISH PG3 *4 X 5 /8" 5.5. OVAL HEAD SQUARE DRIVE TRIM SCREW WALL TRIM DETAIL SCALE: NTS A SLAT WALL 1 1/4" X 1 1/4" ALUMINUM ANGLE EDGING FINISH PC3 *4 X 5/8" 5.5. OVAL READ SQUARE DRIVE TRIM SGRE 1 B SLAT WALL 5 LEVATION "_ r SCALE: 3/8 — I —o " EXISTING BREAKMETAL GATE COLUMNS 0 r DOORS LAMINATED WITH NEVAMAR REGIMENTAL BLUE TEXT/RE I15-3016T 4' fiNTI PIPE SLEEVES ATTACHED TO UPRIGHT PIPE SEE DETAIL - SHEET* • REAR VIEW CASE MOUNTED 4 FLEX TO BE CONNECTED 131" ELECTRICAL CONTRACTOR THROUGH POWER POLE TO J BOX ABOVE THE CEILING 000000000 00]000000 00000 000000 00 0000 Q m RIGHT VIEW EMBROIDERY CASEWORK REFERENCE SCALE; NTS 16 GAUGE METAL PANEL w/ LASER GUT LOGO HOLES I' -I 5/8° I/2' 000000000 000000000 000000000 TA° LEFT V IEW 11 &AWE METAL LOGO HELPED TO PIPE SLEEVE 6 QTRON *LX WALL MOUNT ARM FOR SMALL LCD SCREEN MOUNTED TO PIPE SLEEVE 000000000 000000000 000000000 16 GAUGE METAL PANEL w/ LASER GUT LOGO 6 HOLES 5.-1° FRONT VI 23f,' DIAMETER PIPE POPPER COATED SILVER FINE TEXTURE CUSTOM MONITOR BRKT. SEE DETAIL - SHEET # ALL POWER AND WIRING TO FEED THRU PIPE TO CABINET BELOW Cn 2 DIAMETER TUBE w/ WELDED BRACKETS SEE SHEET #4 FOR DETAILS (TYPICAL FOR 4 TUBES) 2'-F I/2" LAMINATED WITH NEVAMAR REGIMENTAL BLUE TEXTURE #S-3016T REAR CABINET HIRE ACCESS IN REAR FOR POWER CONNECTION WIRE ACC IN REAR FOR POWER CONNECTION SCALE: 8/8 "= I' —D" 4 L.VATION SCALE: 3/8"=1'-0" ELEVATION PT #6 PT #6 1) O 7io2- 0 Ug 99999 9999 etaa 999999999999 099“9.041410 YVB #6 PT #6 � IANCE +I� C ,o nVED Jul p 2p \1 PT #6 WB #6 • PROJECT • PROJECT NUMBER 07433 -163 • PROJECT CONTACT JERRALD BRAIUCA EMAIL: jbraiucaost2d.com PH: 913.649.6037 FAX: 913.648.7111 • ARCHITECT /DESIGNER STUDIO T2 DESIGN INTERIOR ARCHITECTURE & DESIGN 8010 STATE UNE ROAD SUITE 180 LEAWOOD, KANSAS 66208 THE PROFESSIONAL SERVICES of the Designer and /or Architect are undertaken for and are performed in the interest of the Project Owner. No contractual obligation is assumed by the Designer and /or the Architect for the benefit of any other entity involved in this Project. EXISTING CONDITIONS: The Designer / Architect disclaims any responsibility for the existing building structure, site conditions, existing construction elements, or any other documents, drawings, or other instruments related to or intended to be used for any part or parts of the project, which do not bear the Architects seal. THIS DRAWING has been prepared by the Architect, or under the his supervision. This Drawing is provided as an instrument of service by the Designer / Architect and is intended for use on this project only. Pursuant to the Architectural Works Copyright Protection Act of 1990, all drawings, specifications, ideas and designs, including the overall form, arrangement and composition of spaces and elements appearing herein, constitute the original, copyrighted work of the Designer / Architect Any reproduction, use, or disclosure of information contained herein without the prior written consent of the Architect /Designer is strickly prohibited. (C) Copyright 2007 by Studio T2 Design • GENERAL NOTES RELATED DOCUMENTS: This Drawing is a single part of an integrated set of Construction Contract Documents. The General Conditions of the Contract, the General Requirements, (Division 1 of the Specifications), applicable requirements of Division 2 thru Division 16 Sections of the Specifications, and other Drawings may apply to the work described on this drawing. Failure to review other documents does not relieve the Contractor from providing a complete Project. COMPI Y WITH all laws, code and ordinances of authorities having jurisdiction, and with requirement of the Landlord, if applicable. VERIFY ACTUAL CONDITIONS and dimensions prior to construction. Commencement of work constitutes verification and acceptance of existing conditions. CALCULATE AND MEASURE required dimensions, do not scale the drawings unless otherwise directed. APPLICATION of ❑ material or equipment item to work installed by others constitutes acceptance of that work, and assumption of responsibility for satisfactory installation. DIMENSIONS shown are to finish face of a material, unless othewise indicated. • REGISTRATION JAMES A LICHTY, ARCHITECT I HEREBY CERTIFY that these drawings were prepared under my direct supervision and that I am a duly registered ARCHITECT under the laws of STATE: WASHINGTON SEAL NUMBER: 5055 DATE: ppn.ADDED Ch - ,II II- 0 2 7007 r ts • REVISIONS NO. DESCRIPTION 2 • DRAWING NUMBER 5055 LIDS LD5102 WESTFIELD SOUTHCENTER 633 SOUTHCENTER SPACE f 446 TUKWILA, WASHINGTON 98188 JUN26 2007 REGISTERED ARCHIT James A. State of chty gtor LL & CITY REVIEW SUBMITTAL CITY REVIEW COMMENTS • DATE 5 MARCH 2007 • DRAWING TITLE INTERIOR ELEVATIONS DATE 3/5/07 6/26/07 A2 • w ■ ' W w r r w "NIIIMISP w W SCALE: NONE SCALE: NTS ALL RECESSED OR DROP -IN LIGHT FIXTURI =S AND GRILLES SHALL SE SUPPORTED DIRECTLY FROM THE F1XTTJRE HOUSING TO THE STRUCTURE ABOVE WITH A MINIMUM OF TWO 12 GAGE WIRES LOCATED AT DIAGONALLY OPPSITE CORNERS. LEVELING AND POSITIONING OF FIXTURES MAY BE PROVIDED SY THE CEILING GRID. FIXTURE SUPPORT WIRES MAY BE SLIGHTLY LOOSE TO ALLOW THE FIXTURE TO SEAT IN THE GRID SYSTEM. FIXTURES SHALL NOT BE SUPPORTED FROM MAIN RUNNERS OR CROSS RUNNERS IF THE WEIGHT OF THE FIXTURES CAUSES THE TOTAL DEAD LOAD TO EXCEED THE DEFLECTIION CAPABILITY OF THE CEILING SUSPENSION SYSTEM. ALL LIGHTING FIXTURES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM. THE ATTACHMENT DEVICE SHALL HAVE A CAPACITY OF 100 PERCENT OF THE LIGHTING FIXTURE WEIGHT ACTING IN ANY DIRECTION. 7 1/4" -J � LIGHTING CONNECTION i7�TA1L5 (I) 12 GA. WIRES - SPLAYED 45° EACH OTHER AT 45° MAX SECURE FROM STRUCTURAL STEEL ABOVE f DC NOT SECURE TO METAL ROOF DEC s9 TROFFER GRID -•GK FEATURE UL LISTED, FILE E NEC 41O -IBC COMPLIANT SIGN BODY TO MATCH PAINT COLOR #6 1/4" THICK T328 WHITE ILLUMINATED ACRYLIC FACE WHITE, 12MM, #6500 NEON TUBE. (tYP) WHITE PAINTED SIGNAGE INTERIOR BODY SELF CONTAINED TRANSFORMER AND J -BOX TRIM GAP TO MATCH PT #6 NO WEEP HOLES ON INTERIOR SIGNAGE GYP 133RD SIGNAGE BAND PANEL 51 ON RERENICE t:sETA1 L5 LTI G LTI GG27 CLIP OR EQUAL NOTE: ?TE: I- WIRESSARETOBETAUTWITHA INIMUM OF 3 TIGHT TURNS AROUND ELF — rrF1CAL 12 GA. WIRES — SPLAYED 5° FROM EACH OTHER AT 45° MAX =CURE FROM STRUCTURAL STEEL ABOVE DO NOT SECURE TO METAL ROOF DECK GFDES,FE 1 1 1 1 . 44 0.4 1 0 4 _ 4tite "SIGN DETAILS FOR REFERHNGH ONLY —SHOP D RAWIN GS TO BE SUBMITTED UNDER SEPARATE COVER Si' SIGN MFG* WHITE TRANSLUCENT FADES TRIM GAP TO MATCH Fr*6 IN/METAL LETTER BODY, PAINTED PT4I6 12 6A. VERTICAL HANGER WIRE COMPRESSION STRUT REQUIRED AT EACH SEISMIC RESTRAINT 12' O.G. EACH WAY AND WITHIN 6' —O" OF EACH WALL I" EMT TIGHT TO STRUCTURAL DECK ABOVE NOTE : • STRUT ® 12'—O" O.G. EA. MAX W/ COMPRESSION TIE. SECURE TO STRUCTURE W/ I 1/4" x 11/4" x 1/16" CLIP ANGLE W/ #6 X q /16" SELF SECURE CLIP ANGLE TO STRUT W/ * 8 x q /16 SELF" TAPPING SCREWS.GOMPRESSION STRUT SHALL COMPLY WITH I.C.B.O. REPORT #2244 DRILL 5/52" HOLE FOR I/6" BOLT LOCK NUT AFTER CLG 15 LEVELED 5/4" EMT NOTCH OVER MAIN RUNNER SECURE TO CEILING GRID • 2 — #6x q /16" SELF TAPPING WAFER HEAD SCREWS GROSS TEE (4) I2 GA. WIRES — SPLAYED c10° FROM EACH OTHER AT 45° MAX WIRES ® 12' —O" O.G. EA. MAX SECURE FROM STRUCTURAL STEEL ABOVE DO NOT SECURE TO METAL ROOF DECK HEAVY DUTY MAIN RUNNER 15/16" Wx I— II /I6 "Dx144" L CHICAGO METALLIC 500 SYSTEM OR EQUAL SPACE AT 24" O.G. FOR 2' x 2' LAY -IN CEILING SYSTEM SPACE AT 46" D.G. FOR 2' x 4' LAY —IN CEILING SYSTEM TIE MAIN AND CROSS RUNNERS TO PREVENT TWISTING SUPPORT WIRES FOR LAY —IN CEILING GRID MUST NOT BE GONNEGTED TO ANY OF THE LANDLORD'S MECHANICAL, ELECTRICAL, PLUMBING OR FIRE PROTECTION PIPING OR EQUIPMENT EXISTING STRUCTURE 1 I /4 "x1 1/4 "x1/16 " STEEL CLIP ANGLE SECURED TO STRUCTURE W/ #6 x ci'I6" SELF TAPPING SCREWS E.M.T. STRUT ® 12' —O" O.G. EW. MAX IN/COMPRESSION SECURE STEEL CLIP W/I -1/4" x I -1/4" x I /I6" TO STRUCTURE W/#6 x q /16" SELF TAPPING SCREWS SECURE CLIP ANGLE TO STRUT W/ #6 x q /16" SELF TAPPING SCREWS. COMPRESSION STRUT TO COMPLY WITH 1.0.5.0. *2244 *12 GA WIRE (TYP) TELESCOPING E.M.T. COMPRESSION STRUT AT 12' —O" OG EACH WAY W/COMPRESSION ; II TIE 5/4" EMT NOTCH OVER. MAIN RUNNER 4 SECURE TO CEILING GRID W/ 2 — #6x q /I6" SELF TAPPING WAFER HEAD SCREWS LAY —IN CEILING EXISTING ROOF DEGK 1 3 -5\S" 25 11 GA MTL STUD EXTENDED TO TOP OF PARTITION EXISTING ROOF TRUSS 5 -5 \S" 25 AMTL STUD MOUNTED TO TOP CORD OF LL ROOF TRUSS 0 • 3- # IO TEK SCREWS AALL SUPPORT ALL WALLS, BRACES, WIRES, CONDUITS, PIPES, EQUPMENT, ETC MUST BE CONNECTED TO AND SUPPORTED FROM THE EXISTING STRUCTURAL MEMBERS, TYPICAL FOR ALL TRADES. S" MA CEILING WEIGHT = 1.0 '1 L155 /SF. HEAVY DUTY MAIN RUNNER 15 /I6 " xI— II /16 "Dx 144 "L CHICAGO METALLIC 500 SYSTEM OR EQUAL SPACE AT 24" O.G. FOR 2' x 2' LAY - IN CEILING SYSTEM SPACE AT 46" O.G. FOR 2' x 4' LAY —IN CEILING SYSTEM FACE OF WALL IIIlIIIIIII mn"IIIIIIIIIIIIII1111111111111111111111111111111 MIN 3) T NS IN I�1/2" 5/4" CLEARANCE TO END OF RUNNER HEAVY DUTY RUNNER NON SECURED PERIMETER ANGLE < PA • N ACOUSTICAL FACE OF WALL OR 1/4 OF OF THE E WHICHEVE 1iiiiiIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIII 12 GA. HANGER WIRE, MIN. (5) TURNS IN I -1/2" HEAVY DUTY RUNNER LAY —IN ACOUSTICAL PANEL 2jy2- " MAX. 6" MAX. I" X I" WALL ANGLE FASTENED WITH POP RIVET IN EACH ORTHOGONAL HORIZONTAL DIRECTION u THE RRUNNERTH 15 LESS THE LENGTH RUNNER IS LESS SECURED PERIMETER ANGLE < < < SGALE: 1/2 "= I -O" STOREFRONT ELEVATION AND SECTION 1 I /4 A SET SIGN SAND SACK 4" FROM FACE OF BULKHEAP - INSTALL IS °X18° ACCESS DOOR IN BACKSIDE FOR SIGN TRANSFORMER. EXISTING STRUCTURE TO REMAIN. SC TO REPAIR OR REPLACE ANY UNSUITABLE SURFACE TO LIKE NEW CONDITION. • PROJECT 2 I .. LIDS LD5102 WESTFIELD SOUTHCENTER 633 SOUTHCENTER SPACE # 446 TUKWILA, WASHINGTON 98188 • PROJECT NUMBER 07433 -163 ■ PROJECT CONTACT JERRALD BRAIUCA EMAIL: jbraiucacst2d.com PH: 913.649.6037 FAX: 913.648.7111 • ARCHITECT /DESIGNER ■ GENERAL NOTES IN REVISIONS NO. DESCRIPTION • DRAWING NUMBER JUN 2 6 2007 LL & CITY REVIEW SUBMITTAL CITY REVIEW COMMENTS • DATE 5 MARCH 2007 • DRAWING TITLE DETAILS AND SECTIONS STUDIO T2 DESIGN INTERIOR ARCHITECTURE & DESIGN 8010 STATE LINE ROAD SUITE 180 LEAWOOD, KANSAS 66208 THE PROFESSIONAL SERVICES of the Designer and /or Architect are undertaken for and are performed in the interest of the Project Owner. No contractual obligation is assumed by the Designer and /or the Architect for the benefit of any other entity involved in this Project. EXI511NG CONDITIONS: The Designer / Architect disclaims any responsibility for the existing building structure, site conditions, existing construction elements, or any other documents, drawings, or other instruments related to or intended to be used for any part or parts of the project, which do not bear the Architect's seal. THIS DRAWING has been prepared by the Architect, or under the his supervision. This Drawing is provided as an instrument of service by the Designer / Architect and is intended for use on this project only. Pursuant to the Architectural Works Copyright Protection Act of 1990, all drawings, specifications, ideas and designs, including the overall form, arrangement and composition of spaces and elements appearing herein, constitute the original, copyrighted work of the Designer / Architect. Any reproduction, use, or disclosure of information contained herein without the prior written consent of the Architect /Designer is strickly prohibited. (C) Copyright 2007 by Studio T2 Design RELATED DOCUMENTS: This Drawing is a single part of an integrated set of Construction Contract Documents. The General Conditions of the Contract, the General Requirements, (Division 1 of the Specifications), applicable requirements of Division 2 thru Division 16 Sections of the Specifications, and other Drawings may apply to the work described on this drawing. Failure to review other documents does not relieve the Contractor from providing a complete Project. COMPLY WITH all laws, code and ordinances of authorities having jurisdiction, and with requirement of the Landlord, if applicable. VERIFY ACTUAL CONDITIONS and dimensions prior to construction. Commencement of work constitutes verification and acceptance of existing conditions. CALCULATE AND MEASURE required dimensions, do not scale the drawings unless otherwise directed. APPLICATION of a material or equipment item to work installed by others constitutes acceptance of that work, and assumption of responsibility for satisfactory installation. DIMENSIONS shown are to finish face of a material, unless othewise indicated. ■ REGISTRATION JAMES A LICHTY, ARCHITECT I HEREBY CERTIFY that these drawings were prepared under my direct supervision and that I am a duly registered ARCHITECT under the lass at STATE: WASHINGTON SEAL NUMBER: 5055 DATE: DATE 3/5/07 6/26/07 A3 • SC TO REFURBISH NEUTRAL PIERS AND FASCIA TO LIKE NEW CONDITION. EXISTING MALL BULKHEAD TO REMAIN. 5 /6" \ SC 1' -5 NEW PLAM #6 SIGNASE BULKHEAD 5Y TENANT - / 0 o T I' -5 S /SIl TRIM CAP SI&NAGE LETTERS / / f -O" \ / / EXISTING SATE COLUMNS AND TRACK TO REMAIN. .2 / , PROTECT EXISTING EFRONT FROM DAMAGE IS CONSTRUCTION PHASE. N AND POLISH AS LAST . .." w ■ ' W w r r w "NIIIMISP w W SCALE: NONE SCALE: NTS ALL RECESSED OR DROP -IN LIGHT FIXTURI =S AND GRILLES SHALL SE SUPPORTED DIRECTLY FROM THE F1XTTJRE HOUSING TO THE STRUCTURE ABOVE WITH A MINIMUM OF TWO 12 GAGE WIRES LOCATED AT DIAGONALLY OPPSITE CORNERS. LEVELING AND POSITIONING OF FIXTURES MAY BE PROVIDED SY THE CEILING GRID. FIXTURE SUPPORT WIRES MAY BE SLIGHTLY LOOSE TO ALLOW THE FIXTURE TO SEAT IN THE GRID SYSTEM. FIXTURES SHALL NOT BE SUPPORTED FROM MAIN RUNNERS OR CROSS RUNNERS IF THE WEIGHT OF THE FIXTURES CAUSES THE TOTAL DEAD LOAD TO EXCEED THE DEFLECTIION CAPABILITY OF THE CEILING SUSPENSION SYSTEM. ALL LIGHTING FIXTURES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM. THE ATTACHMENT DEVICE SHALL HAVE A CAPACITY OF 100 PERCENT OF THE LIGHTING FIXTURE WEIGHT ACTING IN ANY DIRECTION. 7 1/4" -J � LIGHTING CONNECTION i7�TA1L5 (I) 12 GA. WIRES - SPLAYED 45° EACH OTHER AT 45° MAX SECURE FROM STRUCTURAL STEEL ABOVE f DC NOT SECURE TO METAL ROOF DEC s9 TROFFER GRID -•GK FEATURE UL LISTED, FILE E NEC 41O -IBC COMPLIANT SIGN BODY TO MATCH PAINT COLOR #6 1/4" THICK T328 WHITE ILLUMINATED ACRYLIC FACE WHITE, 12MM, #6500 NEON TUBE. (tYP) WHITE PAINTED SIGNAGE INTERIOR BODY SELF CONTAINED TRANSFORMER AND J -BOX TRIM GAP TO MATCH PT #6 NO WEEP HOLES ON INTERIOR SIGNAGE GYP 133RD SIGNAGE BAND PANEL 51 ON RERENICE t:sETA1 L5 LTI G LTI GG27 CLIP OR EQUAL NOTE: ?TE: I- WIRESSARETOBETAUTWITHA INIMUM OF 3 TIGHT TURNS AROUND ELF — rrF1CAL 12 GA. WIRES — SPLAYED 5° FROM EACH OTHER AT 45° MAX =CURE FROM STRUCTURAL STEEL ABOVE DO NOT SECURE TO METAL ROOF DECK GFDES,FE 1 1 1 1 . 44 0.4 1 0 4 _ 4tite "SIGN DETAILS FOR REFERHNGH ONLY —SHOP D RAWIN GS TO BE SUBMITTED UNDER SEPARATE COVER Si' SIGN MFG* WHITE TRANSLUCENT FADES TRIM GAP TO MATCH Fr*6 IN/METAL LETTER BODY, PAINTED PT4I6 12 6A. VERTICAL HANGER WIRE COMPRESSION STRUT REQUIRED AT EACH SEISMIC RESTRAINT 12' O.G. EACH WAY AND WITHIN 6' —O" OF EACH WALL I" EMT TIGHT TO STRUCTURAL DECK ABOVE NOTE : • STRUT ® 12'—O" O.G. EA. MAX W/ COMPRESSION TIE. SECURE TO STRUCTURE W/ I 1/4" x 11/4" x 1/16" CLIP ANGLE W/ #6 X q /16" SELF SECURE CLIP ANGLE TO STRUT W/ * 8 x q /16 SELF" TAPPING SCREWS.GOMPRESSION STRUT SHALL COMPLY WITH I.C.B.O. REPORT #2244 DRILL 5/52" HOLE FOR I/6" BOLT LOCK NUT AFTER CLG 15 LEVELED 5/4" EMT NOTCH OVER MAIN RUNNER SECURE TO CEILING GRID • 2 — #6x q /16" SELF TAPPING WAFER HEAD SCREWS GROSS TEE (4) I2 GA. WIRES — SPLAYED c10° FROM EACH OTHER AT 45° MAX WIRES ® 12' —O" O.G. EA. MAX SECURE FROM STRUCTURAL STEEL ABOVE DO NOT SECURE TO METAL ROOF DECK HEAVY DUTY MAIN RUNNER 15/16" Wx I— II /I6 "Dx144" L CHICAGO METALLIC 500 SYSTEM OR EQUAL SPACE AT 24" O.G. FOR 2' x 2' LAY -IN CEILING SYSTEM SPACE AT 46" D.G. FOR 2' x 4' LAY —IN CEILING SYSTEM TIE MAIN AND CROSS RUNNERS TO PREVENT TWISTING SUPPORT WIRES FOR LAY —IN CEILING GRID MUST NOT BE GONNEGTED TO ANY OF THE LANDLORD'S MECHANICAL, ELECTRICAL, PLUMBING OR FIRE PROTECTION PIPING OR EQUIPMENT EXISTING STRUCTURE 1 I /4 "x1 1/4 "x1/16 " STEEL CLIP ANGLE SECURED TO STRUCTURE W/ #6 x ci'I6" SELF TAPPING SCREWS E.M.T. STRUT ® 12' —O" O.G. EW. MAX IN/COMPRESSION SECURE STEEL CLIP W/I -1/4" x I -1/4" x I /I6" TO STRUCTURE W/#6 x q /16" SELF TAPPING SCREWS SECURE CLIP ANGLE TO STRUT W/ #6 x q /16" SELF TAPPING SCREWS. COMPRESSION STRUT TO COMPLY WITH 1.0.5.0. *2244 *12 GA WIRE (TYP) TELESCOPING E.M.T. COMPRESSION STRUT AT 12' —O" OG EACH WAY W/COMPRESSION ; II TIE 5/4" EMT NOTCH OVER. MAIN RUNNER 4 SECURE TO CEILING GRID W/ 2 — #6x q /I6" SELF TAPPING WAFER HEAD SCREWS LAY —IN CEILING EXISTING ROOF DEGK 1 3 -5\S" 25 11 GA MTL STUD EXTENDED TO TOP OF PARTITION EXISTING ROOF TRUSS 5 -5 \S" 25 AMTL STUD MOUNTED TO TOP CORD OF LL ROOF TRUSS 0 • 3- # IO TEK SCREWS AALL SUPPORT ALL WALLS, BRACES, WIRES, CONDUITS, PIPES, EQUPMENT, ETC MUST BE CONNECTED TO AND SUPPORTED FROM THE EXISTING STRUCTURAL MEMBERS, TYPICAL FOR ALL TRADES. S" MA CEILING WEIGHT = 1.0 '1 L155 /SF. HEAVY DUTY MAIN RUNNER 15 /I6 " xI— II /16 "Dx 144 "L CHICAGO METALLIC 500 SYSTEM OR EQUAL SPACE AT 24" O.G. FOR 2' x 2' LAY - IN CEILING SYSTEM SPACE AT 46" O.G. FOR 2' x 4' LAY —IN CEILING SYSTEM FACE OF WALL IIIlIIIIIII mn"IIIIIIIIIIIIII1111111111111111111111111111111 MIN 3) T NS IN I�1/2" 5/4" CLEARANCE TO END OF RUNNER HEAVY DUTY RUNNER NON SECURED PERIMETER ANGLE < PA • N ACOUSTICAL FACE OF WALL OR 1/4 OF OF THE E WHICHEVE 1iiiiiIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIII 12 GA. HANGER WIRE, MIN. (5) TURNS IN I -1/2" HEAVY DUTY RUNNER LAY —IN ACOUSTICAL PANEL 2jy2- " MAX. 6" MAX. I" X I" WALL ANGLE FASTENED WITH POP RIVET IN EACH ORTHOGONAL HORIZONTAL DIRECTION u THE RRUNNERTH 15 LESS THE LENGTH RUNNER IS LESS SECURED PERIMETER ANGLE < < < SGALE: 1/2 "= I -O" STOREFRONT ELEVATION AND SECTION 1 I /4 A SET SIGN SAND SACK 4" FROM FACE OF BULKHEAP - INSTALL IS °X18° ACCESS DOOR IN BACKSIDE FOR SIGN TRANSFORMER. EXISTING STRUCTURE TO REMAIN. SC TO REPAIR OR REPLACE ANY UNSUITABLE SURFACE TO LIKE NEW CONDITION. • PROJECT 2 I .. LIDS LD5102 WESTFIELD SOUTHCENTER 633 SOUTHCENTER SPACE # 446 TUKWILA, WASHINGTON 98188 • PROJECT NUMBER 07433 -163 ■ PROJECT CONTACT JERRALD BRAIUCA EMAIL: jbraiucacst2d.com PH: 913.649.6037 FAX: 913.648.7111 • ARCHITECT /DESIGNER ■ GENERAL NOTES IN REVISIONS NO. DESCRIPTION • DRAWING NUMBER JUN 2 6 2007 LL & CITY REVIEW SUBMITTAL CITY REVIEW COMMENTS • DATE 5 MARCH 2007 • DRAWING TITLE DETAILS AND SECTIONS STUDIO T2 DESIGN INTERIOR ARCHITECTURE & DESIGN 8010 STATE LINE ROAD SUITE 180 LEAWOOD, KANSAS 66208 THE PROFESSIONAL SERVICES of the Designer and /or Architect are undertaken for and are performed in the interest of the Project Owner. No contractual obligation is assumed by the Designer and /or the Architect for the benefit of any other entity involved in this Project. EXI511NG CONDITIONS: The Designer / Architect disclaims any responsibility for the existing building structure, site conditions, existing construction elements, or any other documents, drawings, or other instruments related to or intended to be used for any part or parts of the project, which do not bear the Architect's seal. THIS DRAWING has been prepared by the Architect, or under the his supervision. This Drawing is provided as an instrument of service by the Designer / Architect and is intended for use on this project only. Pursuant to the Architectural Works Copyright Protection Act of 1990, all drawings, specifications, ideas and designs, including the overall form, arrangement and composition of spaces and elements appearing herein, constitute the original, copyrighted work of the Designer / Architect. Any reproduction, use, or disclosure of information contained herein without the prior written consent of the Architect /Designer is strickly prohibited. (C) Copyright 2007 by Studio T2 Design RELATED DOCUMENTS: This Drawing is a single part of an integrated set of Construction Contract Documents. The General Conditions of the Contract, the General Requirements, (Division 1 of the Specifications), applicable requirements of Division 2 thru Division 16 Sections of the Specifications, and other Drawings may apply to the work described on this drawing. Failure to review other documents does not relieve the Contractor from providing a complete Project. COMPLY WITH all laws, code and ordinances of authorities having jurisdiction, and with requirement of the Landlord, if applicable. VERIFY ACTUAL CONDITIONS and dimensions prior to construction. Commencement of work constitutes verification and acceptance of existing conditions. CALCULATE AND MEASURE required dimensions, do not scale the drawings unless otherwise directed. APPLICATION of a material or equipment item to work installed by others constitutes acceptance of that work, and assumption of responsibility for satisfactory installation. DIMENSIONS shown are to finish face of a material, unless othewise indicated. ■ REGISTRATION JAMES A LICHTY, ARCHITECT I HEREBY CERTIFY that these drawings were prepared under my direct supervision and that I am a duly registered ARCHITECT under the lass at STATE: WASHINGTON SEAL NUMBER: 5055 DATE: DATE 3/5/07 6/26/07 A3 • 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00000000 0000000 00000000 00000000 0000000 00000000 0000 000000 0000000 000000 I I j FRONT 3' -0" ADA COUNTER 6' -5 I /2' 2 " 3/4" n 0 r I 00 "" O p A p ❑1 0 a ❑❑ Du r." r I - 3/8 2 ' -I " 2 '_ O " 2'-II 3/4" 2 BACK 1 " I' -1 I" i f . r 0 0 00 00 00 6" W - z ;0 CV � 1' -7 3/S" 1- 2'-I" 3/4" r LAY -IN CEILING PHONE BOARD AREA SPEAKER (MOUNTED IN CEILING) STOCK ROOM WALL TYPICAL LIDS SPEAKER WIRING DIAGRAM SPEAKER (MOUNTED IN THE CEILING) ')D7 DRAWN BY: JCM DATE 11.18.05 SP -1 :orosr�� vola 2ATA C -IVt C -2 PHONE 3QM13 5-1OCK ZOOM 5AL:5 AgA CONNECT10\5 NOI`MALLY MA13 ICAL CON ACTOI?, IF NOT Comu - r: NO11FY 1 H OWNS' 5 I otC1' MANAOZ (I1 1AV15 615 -367 -7330 IMM2IAT:LY 8 LIN 1Q1A. CAT" 5 CA3 # I( I) - TO CA5HWP.AP vrok CAT 5 CAPI- # 2 ( X6) - TO CASHWP.AP rkOM rkOM CAI:I;n: 5NAP -IN 21 5UI?FAC MOUNT" PDX CIO SHACK # 278 -2092 Or E QUAL ( X4) 5\A -IN CAT 5IATA JACK ( XD ) M210 SHACK # 278 -2024 Or: AQU SNAP -N CAT 5 13ATA JACK ( X7) f2A13IO SHACK # 278 -2024 Ott EQUAL TYPICA_ CAT:GRY pA1310 SHACK # 278 -830 O1 E QUAL Mo13�L # 44004 TYPICAL LIDS PHONE AND DATA LINE DIAGRAM FOR DOUBLE POS CASHWRAP A=rIX 2 5Ur:FAC - MOUNT" 'OX 5 F `�) PLANK Wi SCMW5 OI: IIL 5I13Z13 TAB BATA POLL M 51M7 ¶'A K kIGHT" 5113 CASH W1�AP 131VIGtr: 4I I LAMI \A1 MF E3OAp2 7A1A !WA A=FIX 2 5U :FACE - MOUNT" PA-1A WIT- 5CM5 011 1331. 517 2 TAM vola nOUPL 51122 TAMS AT L�N1" 5II7 CASH Wr:AP LAYOUT REVIEWED PLIANCE APPROVED COMPLIANCE JUL 10 20 C Of Tukwila BUILDIN • DIVISION DRAWN BY: TLT DATE 6.16.06 PH - • PROJECT • PROJECT NUMBER 07433 -163 ■ PROJECT CONTACT JERRALD BRAIUCA EMAIL: jbraiucanst2d.com PH: 913.649.6037 FAX: 913,6487111 • ARCHITECT /DESIGNER STUDIO T2 DESIGN INTERIOR ARCHITECTURE & DESIGN 8010 STATE LINE ROAD SUITE 180 LEAWOOD, KANSAS 66208 THE PROFESSIONAL SERVICES of the Designer and /or Architect are undertaken for and are performed in the interest of the Project Owner. No contractual obligation is assumed by the Designer and /or the Architect for the benefit of arty other entity involved in this Project. EXISTING CONDITIONS: The Designer / Architect disclaims any responsibility for the existing building structure, site conditions, existing construction elements, or any other documents, drawings, or other instruments related to or intended to be used for any part or parts of the project, which do not bear the Architect's seal. THIS DRAWING has been prepared by the Architect. or under the his supervision. This Drawing is provided as an instrument of service by the Designer / Architect and is intended for use on this project only. Pursuant to the Architectural Works Copyright Protection Act of 1990, all drawings, specifications, ideas and designs, including the overall form, arrangement and composition of spaces and elements appearing herein, constitute the original, copyrighted work of the Designer / Architect. Any reproduction, use, or disclosure of information contained herein without the prior written consent of the Architect /Designer is strickly prohibited. (C) Copyright 2007 by Studio 72 Design ■ GENERAL NOTES RELATED DOCUMENTS: This Drawing is a single part of an integrated set of Construction Contract Documents. The General Conditions of the Contract, the General Requirements, (Division 1 of the Specifications), applicable requirements of Division 2 thru Division 16 Sections of the Specifications, and other Drawings may apply to the work described on this drawing. Failure to review other documents does not relieve the Contractor from providing a complete Project. COMPLY WITH all laws, code and ordinances of authorities having jurisdiction, and with requirement of the Landlord. if applicable. VERIFY ACTUAL CONDITIONS and dimensions prior to construction. Commencement of work constitutes verification and acceptance of existing conditions. CALCULATE AND MEASURE required dimensions, do not scale the drawings unless otherwise directed. APPLICATION of a material or equipment item to work installed by others constitutes acceptance of that work, and assumption of responsibility for satisfactory installation. DIMENSIONS shown are to finish face of a material, unless othewise indicated. • REGISTRATION JAMES A LICHTY, ARCHITECT I HEREBY CERTIFY that these drawings were prepared under my direct supervision and that I am a duly registered ARCHITECT under the lows of STATE: WASHINGTON SEAL NUMBER: 5055 DATE: RFCIIVED C°''.' .!vv ILA JUL 0 2 ' �:s iileil { C N i tz;3 • REVISIONS NO, DESCRIPTION 2 5055 JUN 2 0 2007 LIDS LD5102 WESTFIELD SOUTHCENTER 633 SOUTHCENTER SPACE 1 446 TUKWILA, WASHINGTON 98188 REGISTERED ARCHITECT m A. m .,... State Ja of es shir s il LL & CITY REVIEW SUBMITTAL CITY REVIEW COMMENTS • DATE 5 MARCH 2007 • DRAWING TITLE TELECOMMUNICATIONS NOTES ■ DRAWING NUMBER DATE 3/5/07 6/26/07 A4 ARCHITECTURAL SPEC IF I GATI ONS GENERAL GONDI TIONS SECTION 00 '700 THE CONTRACT FOR CONSTRUCTION Includes the Construction Documents and by reference, the written Agreement between the Owner and the Contractor. The Contract represents the entire and Integrated agreement between the parties hereto and supersedes prior negotiations, representations or agreements, either written or oral. THE CONSTRUCTION DOCUMENTS Include these General Conditions, the Specifications, the Drawings, and all Addenda, Construction Change Directives, Change Orders, Supplemental Instructions or other written modifications subsequently Issued. THE INTENT OF THE CONSTRUCTION DOCUMENTS 15 to Include all items required for completion of the Work. Although the Construction Documents have been prepared with due care and diligence, perfection cannot be guaranteed. Design and construction are complex, consequently every possible condition or contingency cannot be anticipated. ORGANIZATION and numbering of the Drawings or Specifications shall not limit the Contractor In dividing the Work among Subcontractors or In establishing the extent of Work to be performed by any trade. The Construction Documents are complementary: what is required by one shall be as binding as W required by all. IN CASE OF CONFLICT or ambiguity within the Construction Documents, the Contractor will be deemed to have agreed to provide the greater quantity and/or better quality of materials and/or work. Omissions in the description of the Work do not relieve the Contractor of providing a complete project. USE OF CONSTRUCTION DOCUMENTS: The Construction Documents are Instruments of service by the Designer through which the Work to be executed by the Contractor Is described. The Contractor may retain one "record set ", all other sets or copies thereof shall be returned to the Owner or suitably accounted for upon completion of the Work. Neither the Contractor nor any Subcontractor or supplier shall on or claim a copyright In the Construction Documents, and the Designer shall be deemed the author of them and will retain all common law, statutory and other reserved rights, In addition to the copyright. The Gonstructlon Documents are for use solely with respect to this Project, and are not to be used on any other projects or at other site locations. DEFINITIONS AND TERMINOLOGY: NOTES written In the Imperative mood refer to action(s) to be performed by the Contractor, the words 'the Contractor shall" are always Implied, unless otherwise noted within the Construction Documents. OWNER / TENANT: The entity leasing the designated space from the Landlord, for a limited period of time. LANDLORD: The entity holding legal title to the designated space within which the Work 15 to be constructed, the term includes designated management representatives such as "Mall Management" or "Shopping Center Manager." G F C I: Contractor furnished, Contractor installed O F G h Owner Furnished, Contractor installed O F 0 I: Owner Furnished and Owner installed PROVIDE: Furnish and Install complete by the Contractor (GFGI), ready for use. FURNISH: Supply and deliver to the site, ready for unloading, unpacking, assembly, Installation, or as applicable In each case. INSTALL: Perform operations at the Project site including unloading, unpacking, assembly, erection, placing anchoring applying, working to dimension, finishing, curing, protecting, cleaning and similar operations, as applicable in each instance. THE "WORK ": The construction and services required by the Construction Documents, whether completed or partially completed, and Includes all other labor, materials, equipment and services provided or to be provided by the Contractor to fulfill the Contractor's obligations. The Work may refer to all or a part of the Project. A "CLAIM ": is a demand or assertion by the Owner or by the Contractor seeking, as a matter of right, adjustment of Contract terms, payment of money, extension of time or other relief with respect to the Contract terms. The term "claim" also Includes other disputes and matters in question between the Owner and Contractor arising out of or relating to the Contract. Claims must be made by written notice. The responsibility to substantiate a claim shall rest with the party making the claim. RESPONSIBILITIES OF THE CONTRACTOR: BY EXECUTION OF THE CONTRACT, THE CONTRACTOR REPRESENTS that he has (I) visited the site, (2) become familiar with the local conditions under which the Work is to be performed and (3) correlated personal observations with requirements of the Contract Documents. The Contractor further represents that he possesses the particular competence, knowledge and skill in construction techniques necessary to complete the Project, in a timely manner. REVIEW OF CONSTRUCTION DOCUMENTS: The Contractor shall carefully study and compare the Construction Documents with the existing conditions at the project site, and shall report to the Designer any errors, inconsistencies or omissions discovered. If the Contractor performs any construction activity knowing it involves a recognized error, Inconsistency or omission in the Contract Documents without such notice to the Designer, the Contractor shall assume appropriate responsibility for performance and shall bear an appropriate amount of the attributable costs for correction. SUPERVISION, COORDINATION AND DIRECTION of the Work shall be the responsibility of the Contractor, using his best skill and attention. The Contractor shall be solely responsible for and have complete control over construction means, methods, techniques, sequences and procedures and for coordinating all portions of the Work under the Contract, unless otherwise noted herein. FIELD SUPERINTENDENT: The Contractor shall employ a competent superintendent who shall be in attendance at the Project Site during all performance of the Work. The Superintendent shall represent the Contractor, and communications given to the superintendent shall be as binding as If given to the Contractor. LABOR AND MATERIALS: Unless otherwise provided in the Construction Documents, The Contractor shall provide and pay for labor, materials, equipment, tools, construction equipment and machinery, water, heat, utilities, transportation, and other facilities and services necessary for proper execution and completion of the Work, whether temporary or permanent and whether or not incorporated or to be incorporated in the Work WARRANTY: The Contractor warrants that (I) all materials and equipment will be new unless otherwise directed; (2) all Work will be of good quality, free of defects; and (3) the Work will conform with the requirements of the Construction Documents, without exception. Work not conforming to these requirements may be considered defective. This Warranty excludes remedy for damage or defect caused by abuse, improper or insufficient maintenance, improper operation, or normal wear and tear under normal usage. TAXES shall be paid by the Contractor, including sales, consumer, use and similar taxes which are legally enacted on or before the date of the Contract. PERMITS AND INSPECTIONS: The Contractor shall secure and pay for the building permit and other similar governmental fees, utility hook -up charges, licenses and inspections necessary for proper execution and completion of the Work. The Contractor shall comply with and shall g shall i give notices required by laws, ordinances, rules, regulations and lawful y orders of public authorities having jurisdiction. INDEMNIFICATION: The Contractor shall be responsible to the Owner for acts and omissions of his employees or his subcontractors. To the fullest extent permitted by law, the Contractor shall Indemnify and hold harmless the Owner, Designer, and the Landlord, and their agents or employees from and against all claims, damages, losses, or expenses resulting from the performance of the Work, by the Contractor, his employees, or his sub- contractors. LANDLORD REQUIREMENTS: The Contractor shall comply with the written design and/or construction requirements of the Landlord, which are hereby made a part of the Construction Documents by reference. ADMINISTRATION OF THE CONTRACT: THE OWNER will provide administration of the Contract, unless otherwise noted in the Owner - Contractor Agreement form. SEPARATE CONTRACTS: The Owner reserves the right to perform Work with his own forces, and to award separate contracts. The Contractor shall allow the Owner and separate contractors reasonable opportunity for installation and storage of their materials and equipment, and shall connect and coordinate his Work with the work being performed by others as required by the Construction Documents. CHANCES IN THE WORK: By mutual agreement between the Owner and the Contractor, the Owner may order minor modifications to the Work not affecting the cost of the Work or Construction Time. The Owner may authorize changes in the scope of the Work consisting of additions, deletions or modifications, with the Construction Gast, Construction Time, or both being adjusted accordingly, by either a written Change Order, when the amount can be pre - determined, or by a written Construction Change Directive, when the Amount w111 be based on actual costs for time and materials actually incorporated Into the Work. IF CONCEALED OR UNKNOWN CONDITIONS are encountered at the Project Site which are (I) subsurface or otherwise concealed conditions differing materially from those Indicated In the Construction Documents or (2) unknown conditions of an unusual nature, differing materially from those ordinarily found to exist and generally recognized as inherent In construction activities of the character required in the Construction Documents, the Contractor shall fully document such conditions by measurement and photographs, and shall notify the Owner immediately, before the conditions are disturbed. The Contractor shall Upon prompt investigation by the Owner, If he determines that the conditions do in fact differ materially and cause an increase in the Contractor's cost or time for performance of the Work, he will authorize an equitable increase in the Contract Sum or Contract Time, or both. If he determines that the conditions are not materially different from those indicated in the Construction Documents and that no change in the terms of the Contract is Justified, the Owner will so notify the Contractor In writing, stating the reasons. PAYMENT AND COMPLETION: PROTECTION OF PERSONS AND PROPERTY: CLAIMS shall be made only by written notice. Pending final resolution of a claim Including arbitration, the Contractor shall proceed diligently with performance of the Contract and the Owner shall continue to make payments in accordance with the requirements of the Contract. Claims must be made within twenty -one (21) days after occurrence of the event giving rise to such claim or within twenty -one (21) days after the claimant first recognizes the condition giving rise to the claim, whichever is later. Written response to such claim shall be made by the other party within ten (10) days of receipt of the claim. Unresolved claims may be referred to arbitration forty -five (45) days after first notice. If such response requests additional supporting data, that information shall be submitted by the claimant within ten (10) days of receipt of such request. Unresolved claims may be referred to arbitration only after forty -five (45) days from the date of receipt of the first written notice to the other party. ALTERNATIVE DISPUTE RESOLUTION: If a claim or dispute cannot be settled through direct discussions, it shall first be referred to non - binding mediation proceedings, before having any recourse to arbitration. As a condition of participation in this Contract, the Contractor, his subcontractors and /or suppliers, whose portion of the Work scope amounts to over $1 ,000.00, as well 05 their Insurers and sureties, shall agree to this procedure. MANDATORY ARBITRATION: All claims, disputes or controversies arising out of, or In relation to the Interpretation, application or enforcement of this Agreement, which cannot be settled by mediation shall be subject to arbitration in accordance with the Construction industry Arbitration Rules of the American Arbitration Association currently in effect, unless the parties mutually agree otherwise. Notice of demand for arbitration shall be filed in writing with the other party to this Agreement and with the American Arbitration Association and shall be made within a reasonable time after the dispute has arisen. The award rendered by the arbitrators shall be final, and Judgment may be entered upon it in accordance with applicable law. No arbitration shall include by consolidation, Joinder, or In any other manner, any person or entity not a party to the Agreement, except by written consent of the person or entity sought to be Joined. This agreement to arbitrate shall be specifically enforceable under applicable law in any court having Jurisdiction thereof. FIFTY PERCENT PARTIAL PAYMENT: Unless otherwise agreed to in the Owner /Contractor agreement, payment will be made on account of up to fifty percent (50%) of the Contract Sum within thirty (30) days after an "Application for Payment" 15 submitted to the Owner by the Contractor. The Application for Payment shall include a breakdown of the Contract Sum complying with the Preliminary Schedule of Values, indicating distribution and percentages of completed work Items. SUBSTANTIAL COMPLETION occurs when the Work of the Project is sufficiently complete for the Owner to occupy and lawfully utilize the Work for conducting business. The date of Substantial Completion 15 herein defined to be the date upon which the Contractor provides to the Owner (I) a lawfully enacted "Certificate of Occupancy" and (2) written approval by the health department. NINETY PERCENT PAYMENT $ RETAINAGE: Payment will be made by the Owner to the Contractor on account of ninety percent (qO %) of the Contract Sum within thirty (30) days after Substantial Completion of the Work. The Contractor warrants that title to all Work, materials and equipment will pa55 to the Owner upon receipt of payment by the Contractor, free and clear of all liens, claims, security interests or encumbrances. Until the Work is finally complete, ten percent (10%) of the Contract Sum will be withheld. FINAL PAYMENT, constituting the entire unpaid balance of the Contract Sum, will be due the Contractor when the Work has been completed and when all requirements of the Construction Documents have been fully performed. The making of final payment shall constitute a waiver of claims by the Owner except those arising from (I) liens, claims, security interests or encumbrances arising out of the Contract and unsettled; (2) failure of the Work to comply with the requirements of the Construction Documents, or (3) terms of special warranties required by the Construction Documents. LIEN WAIVERS: Final payment shall not be due until the Contractor has delivered to the Owner a complete release of all liens arising out of this Contract or receipts in full covering all labor, materials and equipment for which a lien could be filed, or a bond satisfactory to the Owner to indemnify the Owner against such liens. If such liens remain unsatisfied after payments are made, the Contractor shall refund to the Owner all money the Owner may be compelled to pay in discharging such lien, including all costs and reasonable attorneys' fees. CONTRACTOR'S CERTIFICATION: Upon completion of all the Contract requirements, and upon application for final payment, submit written certification that: (I) the Construction Documents have been reviewed, (2) that the Work has been Inspected for compliance with the Construction Documents, and (3) that the Work has been Fully completed in accordance with the Construction Documents. FINAL PAYMENT WITHHELD: Final payment may be withheld due to defective work not corrected, flied claims, damage to the Owner or to a separate contractor or persistent failure to carry out the Work according to the Contract Documents. SAFETY: The Contractor shall initiate, supervise, and maintain safety precautions and programs in connection with the Work He shall take reasonable precautions for safety of, and shall provide reasonable protection to prevent damage, injury or loss to (I) employees on the Work and other persons who may be affected thereby; (2) the Work and materials and equipment to be incorporated therein; and (3) other property at the site or adjacent thereto. THE CONTRACTOR SHALL GIVE NOTICES AND COMPLY with applicable laws, ordinances, rules, regulations and lawful orders of public authorities bearing on safety of persons and property and their protection from damage, injury or loss. The Contractor shall promptly remedy damage and loss to property at the site caused In whole or in part by the Contractor, a Subcontractor, a Sub- subcontractor, or anyone directly or Indirectly employed by any of them, or by anyone for whose acts they may be liable and for which the Contractor is responsible. EXISTING HAZARDOUS MATERIALS: If the Contractor encounters hazardous materials (Including asbestos or PCB's) which have not been previously rendered harmless, he shall immediately stop Work in the area affected and report the condition to the Owner in writing. Resume the Work in the affected area only after it has been removed or otherwise rendered harmless, by written agreement between the Owner and Contractor. The Contractor will not be required to perform any Work relating to asbestos or PCB's without consent. BONDS 4 INSURANCE: BONDS are not required herein, however bonds may be required by the Landlord. Review Landlord's requirements and provide bonds complying therewith. Submit notarized bond forms to the Owner and Landlord prior to start of construction. Costs for bonds, if required, shall be paid by the Contractor. BUILDERS RISK PROPERTY INSURANCE: Except as otherwise indicated to be provided by the Owner, the Contractor shall purchase "all risk" property insurance covering the "completed value" of the Work. The Owner and Contractor waive all rights against each other for damages caused by fire or other perils to the extent covered by insurance, except for such rights as they may have to the proceeds of such insurance. THE CONTRACTOR shall purchase insurance to protect the Owner against damage claims resulting from the Contractor's operations, and for which the Contractor may be legally liable, whether by the Contractor or by anyone directly or indirectly employed by him. CONTRACTOR'S LIABILITY INSURANCE: Comprehensive General Liability insurance shall include: Personal injury Liability with Employment Exclusion deleted, Contractual, Premises - Operations, Independent Contractor's Protective, Products and Completed Operations, Owner's 4 Designers Protective Liability, non -owned and hired motor vehicles, and Broad Form Property Damage coverage. Property Damage Liability coverage shall provide X, C, and U coverage, with Completed Operations and Products Liability coverage maintained for one (I) year after final payment. The following minimum limits are applicable to each incident occurrence as well as for the total annual aggregates - which shall be dedicated specifically for this project only. Minimum coverage amounts shall comply with the Landlord's requirements, as listed below, or as required by law, whichever is greater: Worker's Compensation Insurances $1,000,000 Employer's Liability Insurance: Each Accident and per disease I,000,000.00 Policy limit on disease I poopoo.00 Comprehensive General Liability: Property damage: $ 2 ,000,000.00 Bodily injury- s 2,000,000.00 Contractual Liability: Property Damage: $ 2,000,000.00 Bodily injury: 2,000,000.00 Comprehensive Business Automobile Liability: Combined single limit per occurrence for bodily injury and property damage): $ 2 ,000,000.00 Owners and Contractors' protective liability; . . $ 2,000 ,000.00 Umbrella Excess Liability Insurance: $ 2,000,000.00 ADDITIONAL INSURED: All insurance certificates shall name the Designer, the Project Owner, and the Landlord of the project, as additional insured as required. PURCHASE AND MAINTAIN all insurance coverage in a company lawfully authorized to do business in the Jurisdiction in which the Project is located. Submit Insurance Certificates to the Owner and Landlord prior to start of construction. MISCELLANEOUS PROVISIONS: GOVERNING LAW: The Construction Contract shall be governed by the law of the place where the Project is located. CORRECTION OF WORK: The Contractor shall promptly correct all defective Work, or Work not meeting the requirements of the Construction Documents whether observed before or after Substantial Completion, and whether or not fabricated, installed or completed, within a period of ONE YEAR after the Date of Substantial Completion. Correction shall be made promptly after receipt of written notice from the Owner. This obligation shall survive termination of the Contract. The Contractor shall bear all costs of correcting such Work, including repair costs of work by others damaged by such correction procedures, and compensation for the Designer's additional services made necessary thereby. ACCEPTANCE OF NONCONFORMING WORK: If the Owner prefers to accept Work which is not in accordance with the requirements of the Construction Documents, the Owner may do so instead of requiring its removal and correction, in which case the Contract Sum will be reduced as appropriate and equitable. Such adjustment shall be effected whether or not final payment has been made. TERMINATION BY THE OWNER FOR CAUSE: If the Contractor: (I) persistently or repeatedly refuses or falls to supply enough properly skilled workers or proper materials; or (2) faits to make payment to Subcontractors for materials or labor In accordance with the respective agreements between the Contractor and the Subcontractors; or (3) persistently disregards laws, ordinances, or rules, regulations or orders of a public authority having jurisdiction; or (4) is otherwise guilty of substantial breach of a provision of the Construction Documents, the Owner, after three (3) days written notice to the Contractor, and without prejudice to any other remedy he may have, may terminate the Contract. OWNERS ACTIONS UPON TERMINATION: Upon termination of the Contract for cause, the Owner may: (I) take possession of the site and of all materials, equipment, tools, and construction equipment and machinery thereon owned by the contractor (2) accept assignment of the Contractor's subcontracts, if necessary; and (3) finish the Work by whatever reasonable method the Owner may deem expedient. The Contractor will not be entitled to receive any payment until Work Is completely finished. If the expense to the Owner exceeds the unpaid balance due the Contractor, the Contractor shall pay the difference to the Owner. If the unpaid balance due the Contractor exceeds the expense to the Owner, such excess shall be paid to the Contractor. SUCCESSORS AND ASSIGNS: The Owner and Contractor respectively bind themselves, their partners, successors, assigns and legal representatives to the other party hereto and to partners, successors, assigns and legal representatives of such other party in respect to covenanats, agreements and obligations contained In the Construction Documents. Neither party shall assign the Contract as a whole without written consent of the other. RIGHTS AND REMEDIES: Duties and obligations imposed by the Construction Documents and rights and remedies available thereunder shall be in addition to and not a limitation of dutles, obligations, rights and remedies otherwise imposed or available by law. No action or failure to act shall constitute a waiver of a right or duty afforded under the Contract, nor shall such action or failure to act constitute approval of or acquiescence in a breach thereunder, except as may be specifically agreed in writing. SUMMARY OF WORK SECTION 01010 THE WORK consists of tenant finish Improvements to an existing leased space (the project site). The Contractor shall schedule and coordinate the Work of the complete project. Unless otherwise agreed to In the Owner - Contractor Agreement, the Contractor shall perform ALL the Work required for the completion of ENTIRE Project unless specifically noted In the Contract Documents. PROVIDE FINAL ELECTRICAL CONNECTIONS to all fixtures, furnishings and equipment requiring connections. UNLOADING: Unless otherwise indicated by the Owner, the Work includes unloading all Equipment, casework and running trim delivered to the project site. OWNER FURNISHED - CONTRACTOR INSTALLED (OFCI) PRODUCTS: PURCHASE ORDERS have been pre-negotiated by the Owner for specific suppliers of certain building materials and equipment In order to expedite delivery, to control costs, and to simplify the Contractor's administration of the project. INCLUDE ALL COSTS for coordination, scheduling, receiving, handling, storage, installation and mechanical and electrical connections In the Contract Sum. The Owner will pay directly for costs of products and for delivery to the Project Site INSPECT DELIVERIES FOR DAMAGE upon receiving at the Project Site. If items are damaged, defective or missing, mark the bill of lading as necessary. Contact the freight line and request a damage inspection of the items and submit a damage claim. Failure to submit a claim will require the Contractor to replace items at his cost. PROTECT all items from damage, including damage From exposure to the elements. Replace or repair items damaged as a result of Construction operations. Damage resulting from Inappropriate storage or handling, including but not limited to environmental conditions, will be the responsibility of the Contractor. CONTRACTOR'S USE OF PREMISES. USE OF EXISTING BUILDING: Limit construction activities to occur within the leased space, or within other areas approved by the Landlord. IF not within the leased space, make connections to existing utilities in the most expeditious manner possible. Perform the Work 50 that it will not Interfere with the Landlord's operations. Maintain existing building in a safe and weather -tight condition. Repair damage caused by construction operations. Do not Install combustible materials above finished ceilings or in any other concealed, y , non -sprinkled spaces, when applicable. MAINTAIN THE EXISTING BUILDING in a safe and we ather -tight condition throughout the construction period. Do not Install combustible materials above finished ceilings or in any other concealed spaces. Repair damage caused by construction operations. Take all precautions necessary to protect the building and its occupants during the construction period. Keep public areas such as hallways, stairs, and existing toilet rooms free from accumulation of waste material, rubbish or construction debris. SPECIAL USE REQUIREMENTS OF MALL: Use of common area electricity will not be permitted. Attachments to the roof deck will not be permitted. All carts and dollies shall have rubber tires. Access to the roof may be restricted - coordinate with the Landlord as necessary. INTERRUPTION of existing utility services, either intentional or accidental, shall be repaired and restored to normal service Immediately, at no additional cost to the Owner. NOTIFY THE LANDLORD of any utility shutdowns (electrical, mechanical or plumbing) that may affect other tenants at least 48 hours in advance. Notify the landlord of any painting, staining or finishing work that may create odors or noise in adjacent tenant spaces at least 24 hours in advance. PARTIAL OWNER OCCUPANCY: The Owner reserves the right to place and Install equipment and/or furnishings in completed areas prior to Substantial Completion provided such occupancy does not interfere with completion of the Work. Placing of equipment and partial occupancy shall not constitute acceptance of the total Work. PROTECT all items from damage, including damage from exposure to the elements. Replace or repair items damaged as a result of Construction operations. PROJECT COORDINATION 4 ADMINISTRATION: PRE - CONSTRUCTION MEETING: Meet with the Landlord's designated construction representative before starting construction. Discuss procedures and requirements for site access, work hours, parking, deliveries and receiving, debris and waste receptacles, temporary barricade, and construction operations that may be offensive. THE PORK INCLUDES coordination of the entire Work of the Project, including preparation of general coordination drawings, schedules, and control of site utilization, from beginning of construction activities through project close- out and warranty periods. COORDINATE the Work of the various Sections of Specifications to assure an efficient and orderly sequence of product Installations, with provisions for accommodating Items to be installed at a later time. COORDINATE SPACE REQUIREMENTS and Installation of mechanical and electrical work which are indicated diagrammatically on the Drawings. Follow routing shown for pipes, ducts, and conduits, as closely as practical; make runs parallel with lines of the building. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs. CONGEAL pipes, conduits and similar items whenever possible within the new construction, in finished areas. SIGNAGE COORDINATION: Review signage shop drawings and coordinate schedules with the Owner's designated Signage contractor. MAINTENANCE OF CONSTRUCTION DOCUMENTS: The Contractor shall maintain at the project site, a "record" set of Construction Documents. The Owner will furnish a reproducible copy of the drawings for the Contractor's use. In addition, the following related drawings or documents prepared by others shall be maintained: Construction Requirements of the Landlord (if they exist) Sprinkler shop drawings (when applicable) DO NOT construct or Install any portion of the Work related to these drawings at any time without such drawings being available at the site. MARK REVISIONS made during construction on Record Documents with colored pencil - do not conceal any Pork before revisions have been recorded. Note actual routing of underslab plumbing and utility lines, if different from design drawings. EXISTING FACILITY SURVEY: Survey the existing building space before the start of construction, to document all existing conditions such as cracks, sags, loose materials other defects of the existing construction. This record shall serve as a basis for determination of subsequent damage to the structure resulting from the Contractor's operations at the site. CUT ANP PATCH to provide for installation, coordination, Inspection or testing of products or systems. Provide subsequent fitting and patching required to restore surfaces to their original condition. Do not cut and patch structural Work in a manner that would reduce the load - carrying capacity, without approval of the Landlord and a registered structural engineer. Core all holes penetrating floor slabs. Utilize masonry saws to cut existing concrete, when required. Do not use pneumatic Jack hammers to break or chip existing construction, without notification and approval of the Landlord. PROJECT SITE BEHAVIOR: Any worker who steals, drinks alcohol, or uses any illegal substance at the project site shall be immediately terminated from employment and shall be banned from the construction site. A professional manner is expected in all public areas and inappropriate language or comments will not be tolerated. No cooking of any kind will be allowed at the project site. No food, beverages or smoking will be allowed at the construction site after painting or installation of carpet has begun. LANDLORD REQUIREMENTS: The Contractor shall comply with the written design and/or construction requirements of the Landlord, which are hereby made a part of the Construction Documents by reference. FIELD ENGINEERING: VERIFY existing horizontal and vertical control points, grades, elevations, dimensions, and other figures shown on the Drawings. Report inconsistencies to the Architect for resolution before commencing work. ESTABLISH 8 MAINTAIN chalk -lines and other markers to set lines and levels for the Work as needed to properly locate all elements of the Project. Calculate and measure required dimensions by instrumentation or other appropriate means. Do not scale the drawings to determine dimensions, unless directed by the Architect. DO NOT SCALE THE DRAWINGS to determine dimensions, unless directed to do so by the Owner. TEMPORARY FACILITIES AND CONTROLS: TEMPORARY UTILITIES: Connect to existing systems at the project site to provide for temporary water, electrical power, lighting and heat for construction operations. Include costs for temporary utilities within the base bid. PROVIDE TEMPORARY PHONE d FAX SERVICE at the project site for local service only. Long distance ca115 shall be paid for by the party making such calls. TEMPORARY FIRE EXTINGUISHERS: Provide minimum of one (I) 10 lb. Type ABC fire extinguisher. Post warning and quick- Instructions at each extinguisher, and Instruct personnel on proper use. Post fire department call number at the telephone. PROVIDE TEMPORARY LIGHTING: sufficient to ensure proper workmanship, by combined use of daylight, general lighting, and portable plug -in task lighting. PROVIDE TEMPORARY HEAT AND VENTILATION, to maintain adequate environmental conditions to facilitate progress of the Pork, to meet specified minimum conditions for the Installation and proper curing of materials, to protect materials and finishes from damage due to temperature or humidity, and to prevent hazardous accumulations of dust, fumes, vapors or gases. PROGRESS CLEANING: At all times, keep the premises free from accumulation of waste materials or rubbish caused by construction operations. Provide a suitable waste receptacle for construction debris and arrange for transportation and disposal or materials off site in a legal manner. EXISTING FIRE ALARM COORDINATION: Notify the Landlord of any work that may trigger an existing fire alarm system 50 that the system can be temporarily de- activated and restored to full service upon completion. Place dust bags over detectors in areas with construction operations and notify the Landlord, and remove at the end of each work day, to prevent false alarms. ADMINISTRATIVE SUBMITTALS: CONSTRUCTION SCHEDULE: The Contractor shall prepare and submit to the Owner, a bar -chart type progress schedule for the entire Project, within FIVE (5) DAYS after award of Contract. Provide a separate bar for each Pork item listed in the Schedule of Values. Include appropriate time for project mobilization, procurement of products, review and approval of shop drawings, fabrication, installation, testing, and final cleanup. Identify each calendar day through -out the schedule. Highlight "critical path" elements of the schedule that are important to complete the Pork on time. Correlate the organization of the schedule w ith the agreed date of Substantial Completion. SCHEDULE OF VALUES: Before start of construction, submit a breakdown of the Contract Sum as specified herein. Coordinate preparation and correlate line item breakdown with specification sections included herein, and as required to facilitate continued evaluation of payment requests and progress reports. Break down principal subcontract amounts into several line items, to the approval of the Owner. Round off Individual amounts to the nearest whole dollar, but with the total equal to the Contract Sum. Arrange the schedule with columns to indicate the generic name of the item, related specification sections, the subcontractor, supplier, manufacturer or fabricator, change orders (numbers) which have affected the value, the dollar value of the Item, and the percentage of the Contract Sum to the nearest one- hundredth percent and adjusted to total 100 percent. FINAL SCHEDULE OF VALUES: At the completion of the Work, and as a condition of Final Completion, submit a revised Schedule of Values to the Owner, reflecting the final cost of the Work, Including all revisions or changes made during construction. Arrange schedule in order of Work items listed above, and support schedule with backup data to substantiate its accuracy if requested. PRODUCTS 4 SUBSTITUTIONS: PRODUCT OPTIONS: When a material, article or piece of equipment is identified in the In or in Specifications, it is so identified for the purpose of establishing 5 o the 9 � P P 9 a standard of required function, availability, dimension, color, appearance, quality, performance, operation and maintenance. ANY product of other manufacturers or vendors which will perform adequately the duties imposed by the specified item, and which will not cause a delay in the construction schedule due to procurement of such Item, will be considered equally acceptable. CONTRACTOR'S SUBSTITUTION REPRESENTATION: By substitution of a material, product, equipment item or system, the Contractor represents that he has personally investigated the proposed substitute and has determined that It is equal or superior in all respects to the Item specified; and that he will coordinate the Installation of the substitute, making such changes as may be required for the Work to be complete in all respects. NO SUBSTITUTIONS will be allowed for the Following items unless specifically approved by the Owner: (I) Porcelain tile manufacturer(s) $ colors; (2) Resilient base manufacturer 4 color(2), and (3) resilient flooring manufacturers and colors. Contact the Designer if procurement problems are encountered with any of the above specified materials or products. SUPPLY ALL PRODUCTS In quantities alike and interchangeable. Provide standard, domestically produced products which are likely to be available to the Owner at a later date. Supply products complete, with all standard devices, trim finish, and all accessories indicated In the latest edition of the manufacturer's catalog or brochure published at the date of the award of the Contract. Furnish such items complete with component parts necessary for the obvious and intended use and installation, whether or not descriptions or catalog numbers contain all supplemental information and/or numbers of such components. EQUIPMEN1 NAMEPLATES: Provide permanent nameplates on each item of service- connected or power operated equipment. Indicate manufacturer, product name, model number, serial number, capacity, speed, rating, and similar essential operating data. Locate nameplates on an easily accessible surface. STORE PRODUCTS in accordance with manufacturer's Instructions, maintaining sensitive materials within temperatures and humidity ranges required by the manufacturer. For exterior storage of fabricated products, place on sloped supports above ground. Cover products subject to deterioration with impervious sheet covering; with ventilation to avoid condensation. Arrange storage to provide access for inspection. INSTALLATION REQUIREMENTS FOR ALL MATERIALS AND EQUIPMENT: PERFORM INSTALLATION WORK by persons qualified to produce workmanship of specified quality, In accordance with manufacturer's printed instructions. Install Work during conditions of temperature, humidity, exposure, forecasted weather, and status of the project completion which will ensure the best possible results for each unit of work. NO ALLOWANCE or consideration will be made for a claim of Ignorance regarding referenced standards or manufacturer's installation instructions. Each tradesman will be considered to be experienced and familiar with published standards of quality and workmanship, and the applicable recommendations for installation of materials for his on trade. INSTALLERS INSPECTION OF SUBSTRATE CONDITIONS: Before Installation, Inspect substrate material and the conditions under which the Work will be performed, report unsatlsfactoryconditlon to the Owner. Application of a material or equipment item to work installed by others constitutes acceptance of that Work and assumption of responsibility for satisfactory installation. INSPECT each item of material or equipment immediately prior to installation - reject damaged and defective items. ISOLATE each unit of work from non - compatible work, as required to prevent deterioration. MAKE ALLOWANCE for expansion, contraction, and building movements. PROVIDE ATTACHMENT AND CONNECTION devices and methods for securing the work properly as It is Installed, true to line and level. Provide uniform joint widths in exposed work, organized for best possible visual effect. Refer questionable visual- effect choices to the Designer for final decision. COORDINATE CLOSING -IN of work with required inspections and tests, 50 as to minimize or the necessity of uncovering completed work. PROTECTION: After Installation, provide coverings to protect Installed products from damage from traffic and construction operations, remove when no longer required. REPAIR AND REPLACE damaged items, at no additional cost to the Owner. Additional time required to secure replacements and to make repairs well not be considered to justify an extension of time to complete the Work. CONTRACT CL05E0UT: FINAL CLEANING: Prior to Owner Occupancy, clean all surfaces including fixtures already installed for use by the Owner. Remove all traces of soil, stains, dirt, waste materials, smudges, and other foreign matter from all finished surfaces. Clean all equipment and fixtures to a sanitary condition. Glean transparent materials, Including mirrors and glass in doors, windows, and casework, to a polished condition, free of dust, putty, films or similar substances which are noticeable as vision - obscuring. SUBSTANTIAL COMPLETION: After final cleaning operations have been completed, and when the Project is ready for owner occupancy, obtain an occupancy permit In behalf of the Owner, and approval by any other governmental authorities having jurisdiction over the Project. Obtain written approval of the Landlord, when required. Submit copies of such approvals to the Owner for his records. PUNCH LIST: Prepare a list of Work items yet to be completed or corrected, complete with scheduled dates for completion. Submit list to the Owner for his review and comments. The failure to include any Item on such list does not alter the responsibility of the Contractor to complete all the Work required by the Construction Documents. PROVIDE ONE (I) SET OF OPERATION AND MAINTENANCE DATA for mechanical, plumbing and electrical equipment provided under the Construction Contract. and data into a heavy- duty 2-Inch size, 3 -ring vinyl- covered binder. Mark appropriate identification on both front and spine of binder, and include the following types of information: emergency Instructions, spare parts listings, copies of warranties, wiring diagrams, and inspection procedures. INSTRUCT OWNER'S PERSONNEL in operation, adjustment, and maintenance of mechanical, plumbing, and electrical systems. Utilize 0 4 M manual as basis for Instruction. COMPLETE ALL WORK ITEMS as expeditiously as possible, providing labor at times when the shop is not in operation, if necessary. Coordinate with the manager and perform the Work so that It will not interfere with the Owner's operations. FINAL PAYMENT - CLOSEOUT SUBMITTALS: Submit the following Items to the Owner, upon application for final payment: (I) Final Occupancy permit; (2) Written approval of construction by the andlord required; (3) (4) Final schedule of L when uired ,()L Len waiver forms , values extra Construction Document sets, (6) the marked - up set of "record documents"; CO Extra stock of finish material Items; (8) Contractor's Certification, and (q) the punch -list of incomplete work items, prepared at substantial completion, indicating actual completion dates for each Item listed therein. LIEN WAIVERS: Final payment shall not be due until the Contractor has delivered to the Owner a complete release of all liens arising out of this Contract or receipts in full covering all labor, materials and equipment for which a lien could be filed, or a bond satisfactory to the Owner to indemnify the Owner against such liens. If such liens remain unsatisfied after payments are made, the Contractor shall refund to the Owner all money the Owner may be compelled to pay in discharging such lien, including all costs and reasonable attorneys' fees. SUBMIT CONDITIONAL LIEN RELEASES with each Application for Payment, contingent upon receipt and bank clearance of the curr Invoice_ SELECTIVE DEMOLITION 1. and upon application for final payment, submit written certification that (I) the Construction Documents have been reviewed, (2) that the Pork has been Inspected for compliance with the Construction Documents, and (3) that the Work has been fully completed in accordance with the Construction Documents SECTION 02010 WORK INCLUDES removal and legal disposal of existing interior and exterior construction items specified to be removed herein, noted to be removed within the Drawings, or otherwise required to be removed to facilitate construction activities. EXISTING CONDITIONS: The Owner assumes no responsibility for the actual condition of Items or structures to be demolished. PERFORM demolition Work in a neat an orderly manner, to minimize disruptions. Turn over all salvageable items to the Owner. Remove all non - salvageable items from the site, and arrange for legal disposal. ASBESTOS INSPECTOR 6 REPORT: If required by the Environmental Protection Agency's "National Emission Standards for Hazardous Air Pollutants" (NESHAP), provide the services of an Inspector to evaluate the project site for the presence of Regulated Asbestos Containing Materials (RACM's). The inspector shall be lawfully qualified/certified to perform such inspections by applicable federal, state and/or local regulations. Provide a minimum of ten (10) working days notification to the appropriate office of the EPA's Asbestos Hazard Management Department, whether RAGM's are found to exist or not. Unless otherwise indicated, demolition or abatement of RACM's 1s not Included in the scope of Pork. IF UNANTICIPATED utilities, structural elements, or hazardous materials are encountered, Investigate and measure both nature and extent of the conflict. Submit report to the Owner in written, accurate detail. Pending receipt of directive from the Owner, rearrange selective demolition schedule as necessary to continue overall job progress without delay. EXISTING RESILIENT FLOOR COVERINGS: Comply with 'Recommended Work Practices for the Removal of Resilient Floor Coverings ", as published by the Resilient Floor Covering Institute. Existing resilient floor covering materials may contain asbestos fibers that are not readily identifiable. Do not sand, dry scrape, beadblast or mechanically pulverize existing resilient flooring, backing, or lining felts. DISPOSAL: Remove debris, rubbish and other materials resulting from demolition operations from building site. Transport and dispose of materials off -site In a legal manner. GLEAN -UP: Upon completion of demolition work, remove tools, equipment and demolished materials From the site. CONCRETE FABRICATIONS SECTION 03300 PROVIDE concrete for new floor slabs (where required), for patching existing floor slabs, and where installation of new plumbing and electrical lines require removal of existing concrete. CONCRETE: ASTM G -150, type I, Portland cement, with ASTM C -33 sand and crushed stone aggregates, mixed to provide 3000 PSI minimum compressive strength at 28 -days. YELPED WIRE FABRIC: ASTM A -I135 welded steel wire fabric, min. 6 x 6 - WI.4/W1.4 MOISTURE BARRIER: S m115 thick polyethylene sheet. SELF- LEVELING FLOOR TOPPING: Provide "Ardex" SD -L topping at all floor surfaces too rough or too un -even to finish with the specified finish materials when the toping thickness is less than 1 -1/2 Inches. Install self - leveling floor topping in full accordance with manufacturer's directions. COMPLY with ACI 304 "Recommended Practice for Measuring, Mixing, Transporting, and Placing Concrete ", and as herein specified. INSTALL concrete Work to match and meet existing adjoining surfaces. Do not transport wet concrete through public areas of malls without prior approval of the Landlord and without extensive protection of the existing flooring. TROWEL FINISH: Apply trowel finish to slab surfaces that are to be exposed to view and to slab surfaces that are to be covered with resilient flooring, carpet, ceramic or quarry tile, or other thin -film finish coating system. PROTECT the freshly placed concrete from premature drying from wind, excessive and hot temperature, and maintain for a period of time necessary for hydration of cement and proper hardening. METAL FABRICATIONS SECTION WORK INCLUDED: Provide items of steel shapes including, but not necessarily limited to rough hardware, loose steel lintels for new masonry openings (when applicable) steel framing and supports (including posts at overhead doors), and miscellaneous steel trim. FIELD MEASUREMENTS' : Check actual locations of wails and other construction to which metal fabrications must fit, by accurate field measurements before fabrication; show recorded measurements on final shop drawings. Coordinate fabrication schedule with construction progress to avoid delay of Work. MATERIALS: Limit materials that will be exposed to view to those which are free from surface blemished, pitting, rolled trade names, and roughness. Provide steel plate, shapes and bars meeting ASTM A36, steel pipe meeting ASTM A53 - grade A schedule 40, and steel tube meeting ASTM A500. CHANNEL STRUT SUPPORTS: "Unistrut" 14 gage minimum, in thermal -set coating in color selected by Architect from manufacturer's standard range. WELDING ELECTRODES AND FILLER METAL: Provide type and alloy of filler metal and electrodes as recommended b producer of metal to be welded and as required for color match, strength, and compatibility in fabricated items. NONSHRINK NONMETALLIC GROUT: Pre- mixed, factory - packaged, nonstaining, noncorrosive, nongaseous grout complying with GE CRD 0621. Provide grout specifically recommended by manufacturer for Interior and exterior applications of type specified In this section. FASTENERS shall be zinc coated fasteners for exterior use or when built into exterior walls as follows: Bolts and Nuts: Regular hexagon head type, ASTM A -307, Grade A. Lag Bolts: Square Heat type, FS FF- B-561. Machine Screws: Cadmium plated steel, FS FF- S-q2. Plain Washers: Round Carbon Steel FS FF -W -q2. Toggle Bolts: Tumble wing type, PS FF- B-588, Type, class $ style as required. Lock Washers: Helical spring type carbon Steel, FS FF- -W-84. Drilled -In Expansion Anchors: Expansion anchors complying with FS FF- S-325, Group VIII (anchors, expansion, [nondrilling]), Type I (internally threaded tubular expansion anchor); and machine bolts complying with F5 FF- 13-515, Grade 5. SHOP PRIMER paint for steel and Iron: Manufacturer's standard rust inhibiting primer; compatible with finish coats of paint. Coordinate selection of metal primer with finish paint requirements specified in Division 1. • PROJECT LIDS LD5102 WESTRELD SOUTHCENTER 633 SOUTHCENTER SPACE # 446 TUKWILA, WASHINGTON 98188 • PROJECT NUMBER 07433-163 ■ PROJECT CONTACT JERRALD BRAIUCA EMAIL: jbraiucaost2d.com PH: 913.649.6037 FAX: 913.648.7111 • ARCHITECT /DESIGNER 1 Jul 10 2007 • GENERAL NOTES col RERE1%II WED FOR CODE ( OMPLIANCE AP 'ROVED 05500 City Of Tukwila BUILDAIG DIVISION ■ REVISIONS NO. DESCRIPTION T'UDIO T2 DESIGN INTERIOR ARCHITECTURE & DESIGN 8010 STATE UNE ROAD SUITE 180 LEAWOOD, KANSAS 66208 THE PROFESSIONAL SERVICES of the Designer and /or Architect are undertaken for and are performed in the interest of the Project Owner. No contractual obligation is assumed by the Designer and /or the Architect for the benefit of any other entity involved in this Project. EXISTING CONDITIONS: The Designer / Architect disclaims any responsibility for the existing building structure, site conditions. existing construction elements, or any other documents, drawings, or other instruments related to or intended to be used for any part or parts of the project, which do not bear the Architect's seal. THIS DRAWING has been prepared by the Architect, or under the his supervision. This Drawing is provided as on instrument of service by the Designer / Architect and is intended for use on this project only. Pursuant to the Architectural Works Copyright Protection Act of 1990, all drawings, specifications, ideas and designs, including the overall form, arrangement and composition of spaces and elements appearing herein, constitute the original, copyrighted work of the Designer / Architect. Any reproduction, use, or disclosure of information contained herein without the prior written consent of the Architect /Designer is strickly prohibited. (C) Copyright 2007 by Studio T2 Design RELATED DOCUMENTS: This Drawing is a single part of on integrated set of Construction Contract Documents. The General Conditions of the Contract, the General Requirements, (Division 1 of the Specifications), applicable requirements of Division 2 thru Division 16 Sections of the Specifications, and other Drawings may apply to the work described on this drawing. Failure to review other documents does not relieve the Contractor from providing a complete Project. COMPLY WITH all laws, code and ordinances of authorities having jurisdiction, and with requirement of the Landlord, if applicable. VERIFY ACTUAL CONDITIONS and dimensions prior to construction. Commencement of work constitutes verification and acceptance of existing conditions. CALCULATE AND MEASURE required dimensions. do not scale the drawings unless otherwise directed. APPLICATION of ❑ material or equipment item to work installed by others constitutes acceptance of that work, and assumption of responsibility for satisfactory installation. DIMENSIONS shown are to finish face of a material, unless othewise indicated. • REGISTRATION JAMES A LICHTY, ARCHITECT I HEREBY CERTIFY that these drawings were prepared under my direct supervision and that I am a duly registered ARCHITECT under the laws of STATE: WASHINGTON SEAL NUMBER: 5055 DATE: JUN 2 6 2007 IR : fir IVED JUL 0 2 7007 U_ • d� 6 daAl`� d L 9� LL & CITY REVIEW SUBMITTAL • DATE 5 MARCH 2007 • DRAWING TITLE SPECIFICATIONS • DRAWING NUMBER MON NM MIR 2 saw aim DATE 3/5/07 SP -1 FABRICATION and Installation shall conform to the latest AILS Specifications. Form Work true to line and level with accurate angles and surfaces. Ease exposed edges to a radius of approx. 1/4" unless otherwise shown. Weld corners and seams continuously, coping connections, unless otherwise Indicated. Grind exposed welds smooth and flush to match and blend with adjoining surfaces. Provide shop coat of red oxide primer and touch -up at project site as required. Form exposed connections with hairline joints, Hush and smooth, using concealed fasteners wherever possible. Use exposed fasteners of type shown or, If not shown, Phillips flat - headed (countersunk) screws or bolts. ROUGH HARDWARE: Furnish bent or otherwise custom fabricated bolts, plates, anchors, hangers, dowels and other miscellaneous steel and iron shapes as required for framing, supporting or anchoring. MISCELLANEOUS STEEL TRIM: Provide shapes and sizes indicated for profiles shown. Unless otherwise Indicated, fabricate units from structural steel shapes, plates, and steel bars, with continuously welded Joints and smooth exposed edges. Use concealed field splices wherever possible. Provide cutouts, fittings, and anchorages as required for coordination of assembly and installation with other work. Galvanize miscellaneous framing and supports at exterior locations, and as otherwise Indicated. PROTECT finishes of metalwork during construction period by use of temporary protective coverings. Remove protective covering at time of Substantial Completion. Restore finishes damaged during Installation and construction period so that no evidence remains of correction work. Return items that cannot be refinished In the field to the shop; make required alterations and refinish entire unit or provide new units. ROUGH CARPENTRY SECTION 06100 PROVIDE wood natters, blocking, backing, plywood, furring and miscellaneous light framing required for completion of the Work, which is generally not exposed; where noted on the Drawings, and as specified herein. WOOD FRAMING: Construction grade It 2 or better Douglas Mr, yellow pine, or equal, 545, fire retardant treated typically. PLYWOOD BACKING PANELS: for mounting electrical, security, or telephone equipment, provide fire- retardant treated plywood, APA B-G PLUGGED with exterior glue, 3/4" thick BLOCKING OR BACKING: Provide 3/4" thick plywood, or 2 x 6 lumber material, fire- retardant treated, as a minimum for backing at toilet accessories, grab bars, sales and display fixtures, and other similar locations, as required. FIRE- RETARDANT TREATED WOOD: Provide fire - labeled wood with minimum flame spread rating of 25, at the following locations: (I) blocking concealed within metal framed drywall partitions in non - combustible construction; (2) framing 4 blocking located above finished ceilings; and (3) blocking within fire -rated demising walls. INSTALLATION: Set rough carpentry Work accurately to required levels and lines, with members plumb and true and accurately cut and fitted. Securely attach carpentry Work to substrate. DISCARD UNITS of material with defects which might impair quality of work, and units wh tah are too small to use in fabricating work with minimum joints or optimum joint arrangement. SET rough carpentry Work accurately to required levels and lines, with members plumb and true and accurately cut and fitted. SECURELY attach carpentry Work to substrate by anchoring and fastening as required. USE common wire nails, except as otherwise indicated. Use finishing nabs for finish work. Select fasteners of size that will not penetrate members where opposite side will be exposed to view or will receive finish materials. Make tight connections between members. Install fasteners without splitting of wood, predrill as required. FINISH CARPENTRY SECTION 06200 PROVIDE finish carpentry which 15 generally exposed to view, non - structural, and which is not specified as part of other Sections, where noted on the Drawings and as specified herein. JOB CONDITIONS: Installer shall advise Gontractor of temperature and humidity requirements for finish carpentry installation areas. Do not install finish carpentry until required temperature and relative humidity conditions have been stabilized and will be maintained in installation areas. WOOD SPECIES 4 PRODUCTS: Refer to Drawings for wood materials and finishes BLOCKING, SHIMS, AND NAILERS: Softwood or hardwood lumber, kiln dried to less than 15 percent moisture content. INTERIOR FASTENERS AND ANCHORAGES: Provide nails, screws and other anchoring devices of the type, size, material, and finish required for application indicated to provide secure attachment, concealed where possible, and complying with applicable quality standards. Blind nail where possible. Recess exposed nails and screws and flit flush with putty. FABRICATION, GENERAL: Comply with requirements of referenced quality standard for wood moisture content in relation to relative humidity conditions existing during time of fabrication and In installation areas. Fabricate woodwork to dimensions, profiles, and details indicated. Ease edges to minimum 1/16" radius. INSTALLATION: CONDITION wood materials to average prevailing humidity conditions in installation areas. DISCARD units of material which are unsound, warped, bowed, twisted, improperly treated, not adequately seasoned or too small to fabricate work with minimum of joints or optimum jointing arrangements, or which are of defective manufacturer with respect to surfaces, sizes or patterns. Materials showing surface tool marks will be rejected. INSTALL the Work plumb, level, true and straight with no distortions. Shim as required using concealed shims. Install to a tolerance of I/8" in S for plumb and level, and with 1/16" maximum offset in flush adjoining surfaces and i /8" maximum offsets In revealed adjoining surfaces. Scribe and cut to fit adjoining work, and refinish cut surfaces or repair damaged finish at cuts. ANCHOR WOODWORK to anchors or blocking built in or directly attached to substrates. Secure to grounds, stripping and blocking with countersunk, concealed fasteners and blind nailing as required for a complete Installation. Use fine finishing nails for exposed nailing, countersunk and filled flush with woodwork. ANCHOR TO METAL STUDS (where blocking does not exist) using adhesive and pre- drilled countersunk trim -head sheet -metal screws. Fill recess with wood putty to match surface finish of wood. INSTALL STANDING AND RUNNING TRIM with minimum number of joints possible, using full - length pieces to the greatest extent possible. Stagger joints in adjacent and related members. Cope at returns, miter at corners, and use scarf joints for end -to -end joints, to provide tight fitting joints with full surface contact throughout length of joint. FLUSH PANELING INSTALLATION: Discard units with defects which might Impair quality. Set paneling accurately to required levels and lines, with members plumb and true and accurately cut and fitted without distortions. When required, shim using concealed shims. Scribe and cut to fit adjoining work Install with minimum number of Joint possible. Cope at returns, miter at corners, and use scarf oits for end-to-end j r joints. Securely attach to substrate. Countersink nail heads on exposed work and fill holes. Select fasteners of size that will not penetrate members where opposite side will be exposed to view or will receive finish materials. Make tight connections between members. REPAIR DAMAGED and defective finish carpentry work wherever possible to eliminate defects functionally and visually, where not possible to repair properly, replace woodwork. Adjust joinery for uniform appearance. GLEAN UP exposed and semi- exposed surfaces. Touch-up shop applied finishes to restore damaged or soiled areas. REFER to Division - q sections for final finishing of installed finish carpentry work. PROTECTION: Installer of finish carpentry work shall advise Contractor of final protection and maintained conditions necessary to ensure that work will be without damage or deterioration at time of acceptance. ARCHITECTURAL CASEWORK SECTION 06400 PROVIDE Architectural Gasework requiring expert craftsmanship and joinery, where indicated In the Drawings and as specified herein. QUALITY ASSURANGE: Except as otherwise indicated by the Drawings or these Specifications, provide Architectural Woodwork in compliance with The Architectural Woodwork Institute's "Quality Standards" as follows: Casework: AWI Section 400 - custom grade, except with "European" style (without face frames) Laminate clad flush paneling: Ail Section 50013 - custom grade Shelving: AWI Section 600 - custom grade SUBMIT SHOP DRAWINGS to show location of each Item, dimensioned plans and elevations, large scale details, attachment devices and other components. VERIFY FIELD MEASUREMENTS and provide dimensions for casework shop drawings before fabrication. TYPICAL PLYWOOD: Exterior grade G -D/EXf -APA x 3/4 Inch thickness min. PARTICLEBOARD (PBD): 45 lb. density, 3/4 In. thick (unless noted otherwise) WATERPROOF PARTICLEBOARD: "Medex" 48 lb. density, 3/4" thick minimum with exterior glue, as manufactured by the Medlte Corp. PREFINISHED PARTICLEBOARD: Polyester laminated PBD equal to "Polyboard" by "Se1Ply" or equal TYP. PLASTIC LAMINATE (PLAM) 4 EDGING: NEMA # GP -5O - standard grade - Manufacturer 4 color as indicated in color /finish schedule COUNTERTOP JOINT FASTENERS: "Knape 4 Vogt" # 516 ZG The Joint fastener SHELF STANDARDS $ BRACKETS: K V 161 x shelf depth and K V # 83 standards FASTENERS AND ANCHORS: Provide size, type, and material as noted on the drawings, and IF not noted, as recommended by applicable standards. PROVIDE OTHER MATERIALS, as indicated In the Drawings and as otherwise required for completion of the work of this Section. FABRICATION 4 ASSEMBLY: SHOP FABRICATE woodwork to dimensions, profiles, and details indicated on shop drawings. Where necessary for fitting at site, provide ample allowance for scribing, trimming, and fitting. Complete fabrication, finishing, hardware application and other Work before shipment to project site to maximum extent possible. SHOP ASSEMBLY OF CASEWORK: Completely assemble casework in shop prior to shipment to project site. Mark Individual items in sequence with removable materials to facilitate field assembly. Shop fit glass in casework, remove and package to protect from breakage, clearly marked to facilitate field Installation. COUNTERTOP CUTOUTS: To the greatest extent possible, make countertop cutouts In the factory, with all exposed edges completely sealed against potential water penetration between finish surface and substrate, and substrate and web frame, as applicable. INSTALLATION: DELIVER inserts and other anchoring devices to be built into substrates, well in advance of time substrates are to be built. Condition wood materials to average prevailing humidity conditions In installation areas prior to installation. DISCARD units of material which are unsound, warped, bowed, twisted, improperly treated, not adequately seasoned or too small to fabricate work with minimum of Joints or optimum jointing arrangements, or which are of defective manufacturer with respect to surfaces, sizes or patterns. INSTALL the Work plumb, level, true and straight with no distortions. Shim as required using concealed shims. Install to a tolerance of I/8" in S' -O" for plumb and level, and with I /16' maximum offset in flush adjoining surfaces and 1/8" maximum offsets In revealed adjoining surfaces. SCRIBE AND GUT to fit adjoining work, and refinish cut surfaces or repair damaged finish at cuts. ANCHOR to anchors or blocking built -In or directly attached to substrates. Secure to grounds, stripping and blocking with countersunk, concealed fasteners and blind nailing as required for a complete installation. Except where prefinlshed matching fastener heads are required, use fine finishing nails for exposed nailing, countersunk and filled flush with woodwork, and matching final finish where transparent finish is Indicated. INSTALL CABINETS without distortion so that cabinet doors and drawers fit openings properly and are accurately aligned. Adjust hardware to center doors In openings and to provide free operation. Complete installation of hardware and accessory items indicated. TOPS: Anchor securely to base units and other support systems. REPAIR DAMAGED and defective casework to eliminate defects functionally and visually, or where not possible, replace casework. Adjust joinery For uniform appearance. Glean, lubricate and adjust hardware for smooth operation. Rehang or replace doors which do not swing or operate freely, as directed by Owner. Glean casework on exposed and semi- exposed surfaces. Touch -up shop applied finishes to restore damaged or soiled areas. TOUGH -UP FINISHING as required by installation. Comply with referenced quality standard for sanding, filling countersunk fasteners, sealing of concealed surfaces and similar items. PROTECTION: Provide final protection and maintain conditions, in a manner acceptable to Fabricator and Installer, which ensures architectural woodwork being without damage or deterioration at time of substantial completion. FIRESTOFPING SECTION 01210 PROVIDE flrestopping materials complying with requirements Included herein, in order to maintain fire - resistive assemblies. Provide flrestopping at all plumbing and electrical conduit penetrations through fire -rated demising partitions. FIRE CAULK: UL listed, one -part, non -sag, elastomeric, fire - stopping material intended to seal cracks, voids or holes, complying with ASTM EIIq, ASTM E 814 and UL System Number 442 to achieve the required fire rating. Products meeting above requirements include, but are not necessarily limited to the following materials: "3M" Fire Barrier 2000+ Silicone Sealant (as manufactured by Dow Corning) "STI" SpecSeal Series 100 "Metacaulk" 950 -10 Firestopping Penetration Sealant JOINT BACKING / PACKING: Minimum 3" thickness of 4 PGF mineral wool insulation APPLY firestopping at all penetrations through fire -rated all and floor assemblies, as applicable, and on both sides of the top of fire -rated partitions to seal the joint between the partition and the building structure without loading the partition from structural deflection. INSTALLATION: Glean substrate surfaces immediately before Installation. Do not use alcohols formulations to clean surfaces, as they may keep sealant material from curing properly. Prime or seal joint surfaces only as recommended by the manufacturer. Comply with manufacturer's instructions for installation requirements, in accordance with tested standards. For openings exceeding " but less than 3 -1/4 ", install Joint backing to flit opening before installing sealant material. After installation, clean adjacent surfaces by whatever means may be necessary to eliminate evidence of spillage or other visually objectionable conditions. JOINT SEALERS SECTION 07600 PROVIDE sealants complying with requirements included herein, in order to establish and maintain airtight, vermin proof, and waterproof continuous seals on a permanent basis_ Failures of installed sealants to comply with this requirement will recognized as failures of materials and workmanship. PROVIDE SEALANTS where noted on the drawings and at the following locations: Countertops and backsplashes to adjacent walls Countertops to loose backsplashes Sink units to adjacent walls Pipes, sleeves, conduits, duct and other similar penetrations thru partitions ACRYLIC - LATEX SEALANT: permanently flexible emulsion type, nonstaining and nonbleeding; recommended by manufacturer for general interior exposure. Provide "Pecora" acrylic latex caulk, or equal. JOINT BACKER: Use only those back -up materials which are specifically recommended for this Installation by the manufacturer or the sealant used, and which are non - absorbent and non - staining. INSTALLATION: Clean joint surfaces immediately before Installation. Prime or seal joint surfaces as recommended by manufacturer. Comply with manufacturer's Instructions. Fill sealant rabbet to a slightly concave surface, slightly below adjoining surfaces. Where horizontal joints are between a horizontal surface and vertical surface, fill joint to form a minimum 1/4" radius convex cove, so that joint will not trap moisture and dirt. GLEAN UPI Do not allow sealants to overflow joints or to spill onto adjoining Work, or to migrate into voids of exposed finishes. Glean adjoining surfaces by whatever means may be necessary to eliminate evidence of spillage. CURE AND PROTECT: Cure sealants in compliance with manufacturer's Instructions and recommendations, to obtain high early bond strength, internal cohesive strength and surface durability. Replace or restore sealants which are damaged or deteriorated during construction period. Protect installed sealants from damage from construction operations until owner occupancy. METAL DOORS $ FRAMES SECTION 05100 PROVIDE metal door frames and hollow metal doors, where noted on the Drawings and as specified herein. Comply with applicable requirements of the Steel Door Institute "Recommended Specifications: Standard Steel Doors and Frames." LABELS: Where noted in the Drawings, or where required by the Building Code to be constructed of fire - resistive construction, provide "UL" or "Warnock -- Hersey° tested and labeled products. INTERIOR DOORS: 1 -3/4 in. thick, with 20 gage cold - rolled sheet steel faces, flush type with visible edge seams, equal to Steelcraft * L -20 -4. DRYWALL FRAMES: IS gage cold - rolled steel, knock -down type, with 3 resilient bumpers on each strike jamb, units to be reinforced with integral tabs for secure locking of jamb to head, equal to Steelcraft series DW -16 -4 "Easy -Set" drywall frames. Provide l8 gage, drywall frame anchors welded to frame, 4 anchors per jamb minimum. GENERAL FABRICATION: Fabricate steel door and frame units to be rigid, neat In appearance and free from defects, warp or buckle. Where possible, fit and assemble units in manufacturer's plant. Shop prime all hollow metal doors and frames. HARDWARE PREPARATION: Unless otherwise indicated, all doors and frames shall be mortised and reinforced for hardware in the factory. PREFIT doors at factory with clearance of I /8" at vertical edges and at top, I/8" in 2" bevel at lock edge, bottom clearance : 3/8" without threshold, 3/4" with threshold. INSTALL hollow metal doors and frames in accordance with manufacturer's recommendations. Set frames accurately in position, plumbed, aligned, and braced securely. Fit doors accurately within frames, in accordance with clearances indicated herein. Sand smooth all rust or damaged areas of prime coat and apply touch -up coat of compatible primer. WOOD 1700RS SECTION 0S210 PROVIDE wood doors where noted on the Drawings, as specified herein and in compliance with applicable requirements of All "Architectural Woodwork Quality Standards ". SOLID -CORE NATURAL FINISHED FLUSH WOOD DOORS: 3'-O' wide x 1' -O" high (unless otherwise indicated) x 1-3/4" thick, 3 ply paint -grade hardwood face veneer units attached with Type II water resistant adhesive to solid particleboard wood core, with 5" x 8" lock block for lockset / latchset hardware, meeting AK Type PC and NWMA -IF -7, IS -1 -78 series. Provide "Weyerhauser" DSP -20 units or equal. INSTALL doors to comply with manufacturer's instructions. Fit doors to frames with uniform clearances and bevels. Machine doors for hardware, if required. Seal cut surfaces of door edges after fitting and machining. Refer to Division -q section "Painting" for finishing requirements. ADJUSTING: Rehang or replace doors which do not swing or operate freely. Refinish or replace doors damaged during Installation. PROTECT doors as recommended by door manufacturer to ensure that wood doors will be without damage or deterioration at time of Substantial Completion. FIELD - FINISHED DOORS: Refer to Divlston -9 section "Painting" for finishing requirements. PROTECT doors as recommended by door manufacturer to ensure that wood doors will be without damage or deterioration at time of Substantial Completion. ACCESS DOORS SECTION 05300 PROVIDE ACCESS DOORS in drywall construction for access to transformers for exterior slgnage (one each access panel per exterior sign), and where otherwise required for access to operational units and controls, including, but not necessarily limited to valves, controls, and other concealed items requiring monitoring or maintenance, Provide access doors only when access to operational units is not possible through suspended ceiling panels. ACCESS DOORS AND FRAMES: 20 gage flush face panel door with 16 gage concealed flange frame for flush drywall installation, with concealed hinge, screwdriver -type lock, anchor straps, and baked enamel finish, in 18" x 24° minimum size unless otherwise indicated. Provide units manufactured by Mticor, Zurn, Titus, or other approved equal. INSTALL plumb, level and square, in accordance with manufacturer's installation Instructions. Coordinate installation and filed finishing with work of other trades. Adjust hardware and operation. Repair or replace damaged units. ENCLOSURE GRILLES SECTION 05360 ENCLOSURE grille where indicated on the Drawings and as specified herein. Unit shall be a complete operating assembly including curtain, guides, locking hardware, operators and installation accessories where indicated. Grill, hardware, locking devices and structural supports and Installation by Hatworld/Lids national supplier. OVERHEAD COILING GRILLE: Clear- anodized finish aluminum grille and frame assembly of "push up" operation, with open grille constructed of 5/16" horizontal aluminum rods at 2 -1/2" vertical spacing with vertical links formed of eyeletted 3/4" wide aluminum extrusions at q" centers. Bottom rail and side guides to match color of grille curtain. Provide mortise cylinder lock operable from both sides at bottom rail. Hatworld/Lids supplied acceptable product: "J-125 Series Grill by "Metro Door" (800) 664 -3661 GRILL installation of unit and operating equipment complete with all necessary hardware by tenant's door manufacturer. Structural support steel, floor and roof connections are to be provide by the tenants door contractor and installed by same. PROVIDE locks at each Jamb with shielded thumb -turn lock release inside at center of bottom bar, with "tight -bar" configuration as required to pervert operation of the thumb -lock release from Mall side. Allow minimum 9" clearance rolling between grille housing and soffit below. FINISH HARDWARE SEGTION 05110 WORK INCLUDED: Provide finish hardware throughout the Work as indicated in the Drawings, as specified herein and as required for a complete installation. PROVIDE finish hardware throughout the Work as needed for a complete installation and as specified herein. FIRE -RATED OPENINGS: Comply with NFPA Standard No. SO and local codes for installation of hardware in fire -rated assemblies. Provide only hardware which has been tested and listed by UL or FM in compliance with requirements of door and door frame labels. REMOVE EXISTING DEADBOLTS with keyed cylinder locks inside occupied space. Replace with new deadbolt, or reconfigure existing unit, to provide an inside latch with lever, per ADA requirements. TOILET DOOR SIGNS: Interior pictorial symbol signage as manufactured by Allenite Signs (816- 842 -0463 or I -800- 825 -0150) or equal 8 x 8 x I/8 inch minimum radius cornered Pictorial Symbol Signs, with 1/32" raised pictogram symbols, 1/32" x 5/8" high upper case "Avant Guard" style raised letter text, and with 1/32" Grade II Braille text. Text and pictogram to be white on burgundy colored sign panel with matte finish. Provide double sided 1/32" thick Scotchmount tape for attaching at 60" above floor to center of sign on the wall adjacent to the latch side of a door. Text to read: MEN, WOMEN, or TOILET, as appropriate. FASTENERS: Provide necessary screws, bolts and other fasteners of suitable size and type to anchor hardware in position for long life under hard uses. Provide concealed fasteners for hardware unite which are exposed when door Is closed. KEYING: Provide all locksets keyed alike, masterkeyed from Landlord's system. Provide 2 keys per lock with a maximum of 8 keys per set. AT FIRE -RATED DOORS provide UL- listed surface mounted closers and UL- listed head/jamb gasketing in addition to hardware indicated In Schedule below. STOPS: if a wall stop is not possible to install, provide a floor stop equal to "Ives" * 438 x 626 or equal where scheduled below. INSTALL hardware Items at heights as recommended by the Door and Hardware Institute, except as specifically required to comply with local codes. Install hardware In compliance with the manufacturer's instructions and recommendations. Set units level, plumb and true. Consult with owner as to keying instructions. ADJUST and check operation of every unit. Replace unite which cannot be adjusted to operate freely and smoothly. HARDWARE SCHEDULE: (note that quantities shown are for EACH door noted) HARDWARE SET * A - PASSAGE DOOR: I -1/2 Pr. Butts:"PBB" BB81 x 4.5 x 4.5 x 626 I ea. Latchset: "PPG" # SP -I26 x PHL x 2 -3/4 x 626 x thru -bolt I ea. Wall Stop: "Signature Brass" * SBW -3O2PT x 630 3 ea. Silencers: °Signature Brass" # 551337 -A HARDWARE SET * B - PRIVACY LOCKSET (at toilets): Same as set "A" above, but DELETE latchset and ADD the following: I ea. Lockset: "PDQ" # SP -176 x PHL x 2 -3/4 x 626 x thru -bolt I ea. Closer: "LGN" 4041 Series x AL I ea. Door Sign: " Allenite" pictorial symbol sign (re: above) HARDWARE SET * C: INTERIOR SERVICE ENTRANCE DOOR: Same as set "A" above, but delete latchset and add the following: I ea. Battery operated Alarm Lock: "Detex" * ECL -230 -D •/optlonal outside key control 4 "Schlage" master keyed cylinder and pull I ea. Armor Plate: Clear plastic x 40" H x 2" LDW x .125" x 134E I ea. Crash Stop: "Ives" 115 (at non -fire rated doors only) I ea. Closer: "LGN" 4041 Series x AL HARDWARE SET * D - OVERHEAD DOOR or EXISTING DOOR: I ea. Mortise Cylinder (confirm type with overhead door manufacturer) GLASS AND GLAZING SEGTION 05500 WORK INCLUDED: Provide glass and glazing as shown on the drawings, as specified herein, and as needed to meet the requirements of the construction. GLAZING STANDARDS: Comply with recommendations of Flat Glass Marketing Association (FGMA) "Glazing Manual" and "Sealant Manual" except where more stringent requirements are Indicated. Refer to those publications for definitions of glass and glazing terms not otherwise defined In this section or other referenced standards. SAFETY GLAZING STANDARDS: Where safety glass is indicated or required by authorities having jurisdiction, provide type of products Indicated which comply with ANSI Zg7.1 and testing requirements of 16 CFR Port 1201 for category II materials. FLOAT/PLATE GLASS: Type I, Quality q3, clear unless otherwise Indicated. TEMPERED GLASS: Provide prime glass of color and type Indicated, which has been heat treated to strengthen glass in bending to not less than 4.5 times annealed strength. PROVIDE TEMPERED GLASS in all door openings, and within five (5) feet of any door opening, within 18" from finished floor, and where otherwise Indicated to be provided by the Drawings, or as required by the standards indicated herein. GLEAN GLAZING CHANNEL and other framing members to receive glass, Immediately before glazing. Remove coatings which are not firmly bonded to substrate. Remove lacquer from metal surfaces where elastomeric sealants are used. COMPLY with FSMA "Glazing Manual" and manufacturers instructions and recommendations. Use manufacturer's recommended spacers, blocks, primers, sealers, gaskets and accessories. INSTALL glass with uniformity of pattern, draw, bow and roller marks. Install sealants to provide complete wetting and bond and to create a substantial wash away from glass. Install pressurized tapes and gaskets to protrude slightly out of channel, so as to eliminate dirt and moisture pockets. REMOVE and replace damaged glass and glazing. Wash and polish glass on both faces not more than 4 days prior to date scheduled for inspections intended to establish date of substantial completion. Comply with glass product manufacturer's recommendations for final cleaning. GYPSUM DRYWALL WALL PARTITION SUPPORT MATERIALS: SECTION 0G250 PROVIDE screw -type gypsum drywall as shown on the drawings, as specified herein, and as needed to meet the requirements of the construction shown In the Contract Documents. CEILING SUSPENSION SYSTEM: Zinc- coated or painted steel system of furring runners, furring tees, and accessories designed for concealed support of gypsum drywall ceilings, of proper type for use intended. Size ceiling support components to comply with ASTM 6-154 unless otherwise indicated. STUDS: ASTM C 645; 25 gage unless otherwise noted. DEPTH OF SECTION: 3-5/8" or as noted. RUNNERS: Match studs type recommended by stud manufacturer for floor and ceiling support of studs, and for vertical abutment of drywall work at other work. STUD SYSTEM ACCESSORIES: Provide stud manufacturer's standard clips, shoes, ties, reinforcements, fasteners and other accessories as needed for a complete stud system. FURRING MEMBERS: ASTM G 645; 25 gage, hat - shaped. Z- FURRING MEMBERS: Manufacturer's standard screw -type zee - shaped furring members; of not thinner than 26 gage galvanized steel, ASTM A 525, 610; of depth indicated; designed for mechanically attachment of Insulation boards or blankets to monolithic concrete and masonry walls. Provide fasteners of type and size recommended by furring manufacturer for the substrate and application Indicated. TYPICAL EXPOSED GYPSUM BOARD: Type X (fire resistant) with tapered long edges, 5/6" thickness, except where otherwise indicated, in maximum length available which will minimize end joints. WATER - RESISTANT GYPSUM BOARD: Provide in all toilet rooms; 5/8" thick water - resistant Type X, with tapered long edges. TRIM ACCESSORIES: Provide manufacturer's standard trim accessories of types indicated for drywall work, formed of galvanized steel unless otherwise indicated, with either knurled and perforated or expanded flanges for nailing and beaded for concealment of flanges In joint compound. Provide corner beads, L -type edge trim - beads, U -type edge trim- beads, special L -kerf -type edge trim- beads. CONTROL JOINTS: Provide 2 - standard L -type edge trim beads, In lieu of manufacturer's standard one -piece control Joint beads. STAPLING of trim accessories will not be permitted. JOINT COMPOUND: ASTM C 415; On Interior work provide single, multi- purpose grade, ready -mixed vinyl -type, with perforated type paper joint tape. MISCELLANEOUS MATERIALS: GENERAL: Provide auxiliary materials for gypsum drywall work of the type and grade recommended by the manufacturer gypsum boards. GYPSUM BOARD FASTENERS: Gypsum Board Screws: ASTM C 1002. PREPARATION FOR METAL SUPPORT SYSTEMS: Coordinate work with structural ceiling work to ensure that Inserts and other structural anchorage provisions have been installed to receive ceiling hangers. Furnish steel deck hanger clips and similar devices to other trades for Installation well in advance of time needed for coordination with other work. INSTALLATION OF CEILING SUPPORT SUSPENSION SYSTEMS: Secure hangers to structural support by connecting directly to structure where possible, otherwise connect to clips or other anchorage devices or fasteners as Indicated_ Space main runners 4' -O" o.c. and space hangers 4' -O" o.c. along runners, except as otherwise shown. Level main runners to a tolerance of 1/4" in 12' -O ", measured both lengthwise on each runner and transversely between parallel runners. Wire -tie or clip furring members to main runners and to other structural supports as indicated. Install auxiliar y ramin at termination ofd wall work, and at openings for light fixtures and similar work, CIS required for support of both the drywall construction nd other work Indicated for support thereon. INSTALLATION OF NALL/PARTITION SUPPORT SYSTEMS: Install supplementary framing, blocking and bracing to support fixtures, equipment, services, heavy trim, furnishings and similar work which cannot be adequately supported on gypsum board alone. Isolate stud system from transfer of structural loading to system, both horizontally and vertically. Provide slip or cushioned type joints to attain lateral support and avoid axial loading. Install runner tracks at floors, ceilings and structural walls and columns where gypsum drywall stud system abuts other work, except as otherwise indicated. Terminate partition study system at ceilings, except where indicated to be extended to structural support or substrate above. Space studs 16" o.c., except as otherwise indicated. Frame door openings with vertical studs extending to structural support above, securely attached by screws at each Jamb either directly to frames or to jamb anchor clips on door frame; Install runner track sections (for jack studs) at head and secure to Jamb studs. Provide runner tracks of same gage as jamb studs. Space jack studs same as partition studs. AT DOOR OPENINGS, install double (2 ea) 20 gage studs at all openings, screw attach web of back- to -back studs direct to jamb anchor clips nested between flange of stud. Frame openings other than door openings in same manner as required for door openings; and install framing below sills of openings to match framing required above door heads. INSTALLATION OF WAIL. FURRING: Space wall furring members 24° o.c., except as otherwise indicated. Erect thermal insulation vertically and hold in place with Z- furring members spaced 16" o.c. except at exterior corners, securely attach narrow flanges of furring members to wall with concrete stud nails or power -drive fasteners spaced 16" o.c. At exterior corners, attach wide flange of furring members to wall with short flange extending beyond corner start from this furring member with 3" wide strip of insulation followed by furring member in the normal manner. At interior corners, space second member no more than 12 from corner and cut Insulation to fit. Until gypsum board Is Installed, hold Insulation In place with 10" stapes fabricated from 18 gage tie wire and inserted through slot in web of member, or by an equally acceptable method. INSTALL SUPPLEMENTARY FRAMING, runners, furring, blocking and bracing at opening and terminations in the work, and at locations required to support fixtures, equipment, services, heavy trim, furnishings and similar work which cannot be adequately supported directly on gypsum board alone. GENERAL GYPSUM BOARD INSTALLATION REQUIREMENTS: INSTALL sound attenuation blankets as Indicated, prior to gypsum board unless readily Installed after board has been installed. Locate exposed end -butt joints as far from center of walls and ceilings as possible, and stagger not less than l' -O" In alternate courses of board. Install ceiling boards in the direction and manner which will minimize the number of end -butt joints, and which will avoid end joints In the central area of each ceiling. Stagger end Joints at least l' -0 ". INSTALL WALL/PARTITION BOARDS vertically to avoid end -butt joints wherever possible. At stairwells and similar high walls, install boards horizontally with end joints staggered over studs. INSTALL EXPOSED GYPSUM BOARD with face side out. Do not Install Imperfect, ciamaged or damp boards. Butt boards together for a light contact at edges and ends with not more than 1/16" open space between boards. Do not force into place. LOCATE either edge or end joints over supports, except in horizontal applications or where Intermediate supports or gypsum board black - blocking is provided behind end joints. Position boards so that both tapered edge joints abut, and mill -cut or field -cut end joints abut. Do not lace tapered edges against cut edges or ends. Stagger vertical joints over different studs on opposite sides of partitions. ATTACH gypsum board to framing and blocking as required for additional support at openings and cutouts. Form control joints and expansion joints with space between edges of boards, prepared to receive trim accessories. Cover both faces of steel stud partition framing with gypsum board in concealed spaces (above ceilings, etc,), except in chase walls which are properly braced internally. ISOLATE perimeter of non -load- bearing drywall partitions at structural abutments. Provide 1/4" to ?" space and trim edge with J -type semi - finishing edge trim. Seal joints with acoustical sealant. Do not fasten drywall directly to stud system runner tracks. SPACE FASTENERS in gypsum boards to accordance with referenced standards and manufacturer's recommendations. On ceilings apply gypsum board prior to wall /partition board application to the greatest extent possible. On partitions /walls apply gypsum board vertically (parallel), unless otherwise indicated, and provide sheet lengths which will minimize end Joints. On Z- furring members apply gypsum board vertically (parallel) with no end Joints. Locate edge joints over furring members. FASTEN GYPSUM BOARD supports with screws. DIRECT- BONDING TO SUBSTRATE: Where gypsum board is indicated to be directly adhered to asubstrate (other than studs, joints, furring members or base layer of gypsum board), comply with gypsum board manufacturers recommendations, and temporarily brace or fasten gypsum board until fastening adhesive has set. INSTALLATION OF DRYWALL TRIM ACCESSORIES: Where feasible, use the same fasteners to anchor trim accessory flanges as required to fasten gypsum board to the supports. Otherwise, fasten flanges by nailing in accordance with manufacturer's instructions and recommendations. Install metal corner beads at external corners of drywall work INSTALL METAL EDGE TRIM whenever edge of gypsum board would otherwise be exposed or semi - exposed. Provide type with face flange to receive joint compound. Install L -type trim where work is tightly abutted to other work, and install special kerf -type where other work Is kerfed to receive long leg of L- type trim. Install U -type where edge is exposed, revealed, gasketed, or sealant - filled (Including expansion joints). INSTALL METAL CONTROL JOINTS above both sides of all door frames, and as otherwise required not to exceed a 30'-O" long uninterrupted surface in partitions, ceilings, and In furring systems. INSTALLATION OF DRYWALL FINISHING: Apply treatment at gypsum board Joints (both directions), Flanges of trim accessories, penetrations, fasteners heads, surface defeats and elsewhere as required to prepare work for decoration. Preftll open joints and rounded or beveled edges, using type of compound recommended by manufacturer. Apply joint tape at Joints between gypsum boards, except where a trim accessory i5 indicated. Apply joint compound In three (3) coats (not Including prefill of openings in base), and sand between last two (2) coats and after last coat. At water - resistant gypsum board base for ceramic tile, tape and finish Joints with two (2) coats water - resistant joint PARTIAL FINISHING: Omit third coat (If specified) and sanding on concealed drywall work which is indicated for drywall finishing or which requires finishing to achieve fire resistance rating, sound rating or to act as air or smoke barrier. Refer to sections on painting, coating and wall - coverings in Division q for decorative finishes to be applied to drywall work PROTECTION OF WORK: Installer shall advise Contractor of required procedures for protecting gypsum drywall work from damage and deterioration during remainder of construction period. CERAMIC TILE SECTION SEGTION 01300 PROVIDE ceramic tile units where Indicated on the Drawings, with trim units that match adjoining tile. Provide cove base units unless noted otherwise on the drawings. SEQUENCE OF CERAMIC FLOOR TILE: With Ceramic cove base, Install ceramic floor tile after installation of gypsum wallboard partitions and after installation of base cabinets. TILE PRODUCTS 4 GROUT COLOR: Refer to the Material t Color schedule in the Drawings. TYPICAL WALL GROUT: Latex modified Portland cement; ANSI A 118b, with latex additive serving as a replacement for part or all of gauging water, added at job site with dry grout mixture. LATEX- PORTLAND CEMENT MORTAR: Latex modified Portland cement dry -set mortar; ANSI A 118.4. TYPICAL FLOOR TILE shall be thin -set In Portland cement using latex-Portland cement mortar and sanded latex Portland cement grout with acrylic additive, In accordance with TGA Handbook Method No. F113. WATERPROOFING MEMBRANE: 30 mil thick "NobleSeal TS" (800- 878 -5788) composite, elastomeric sheet membrane set on substrate in latex - Portland cement mortar bond coat. Use NobleSealant 150 at drains, penetrations and terminal edges. Use NobleWeld 100 at joints in sheets. Install In full compliance with manufacturer's recommendations. Provide waterproofing membrane at all locations where the project site is located above useable space (Including parking garage areas). TILE INSTALLATION: Remove existing coatings, curing compounds, membranes, oil, grease, wax or dust. Extend tile Work into recesses and under or behind equipment and fixtures, to form a complete covering without Interruptions. Terminate Work neatly at obstructions, edges and corners without disrupting pattern or joint alignments. ACCURATELY Form intersections and returns. Perform cutting and drilling of tile without marring visible surfaces. Carefully grind cut edges of tile abutting trim, finish or built-in items for straight aligned joints. Fit tile closely to electrical outlets, piping, fixtures and other penetrations so that plates, collars, or covers overlap tile. JOINT PATTERN: Unless otherwise shown, lay tile in grid pattern. Layout tile Work and center tile fields in both directions in each space or on each wall area. Adjust to minimize tile cutting. Provide uniform Joint widths. CLEAN AND PROTECT: Upon completion of placement and grouting, clean all tile surfaces so they are free of foreign matter. Protect installed tile until grout has cured. Provide kraft paper or other heavy covering to prevent damage or soiling to floor tile. ACOUSTICAL CEILINGS WORK INCLUDED: Provide acoustical ceilings as shown on the drawings, as specified herein, and as needed to meet the requirements of the construction shown in the Contract Documents. MAINTENANCE STOCK: At time of completing installation, deliver stock of maintenance material to Owner. Furnish full size units matching units installed, packaged with protective covering for storage, and identified with appropriate labels. Furnish amount equal to 2.0% of each type of the total acoustical panels installed. ACOUSTICAL PANFI G+ $ GRID: Refer to drawings for schedule of ceiling materials and sizes. COMPLY WITH ASTM C 635, as applicable to type of suspension system required for ty e A ceiling units indicated. Coordinate with other work supported by or penetrating through ceilings, including light fixtures, HVAG equipment, and partition system (If any). ATTACHMENT DEVICES: Size for five (5) times design load indicated in ASTM G 635, Ta Direct Hung, HANGER WIRES: Galvanized carbon steel, ASTM A 641, soft temper, prestretched, yield- stress load of at least three (3) times design load, but not less than 12 gage (0.1d6 "). EDGE MOLDINGS: Manufacturer's recessed channel molding f City g for edges and penetrations t �l ceiling, with single flange of molding exposed, baked enamel finish to match balance of ar cl 'BUILD EXPOSED SUSPENSION SYSTEM: Manufacturer's standard exposed runners, cross - runners and accessories, of types and profiles indicated, with exposed cross runners coped to lay flush with main runners. Provide uniform factory - applied finish on exposed surfaces of ceiling suspension system, including moldings, trim, and accessories, in manufacturer's baked enamel finish, to match type of ceiling. INSTALLATION: SECTION OGSIO COMPLY with manufacturer's printed instructions, and with governing regulations, f ire- resistance rating requirements and with industry standards applicable to the Work. MEASURE EACH CEILING AREA and establish layout of acoustical units to balance border widths at opposite edges of each ceiling. Avoid use of less- than -half width units at borders, and comply with reflected ceiling plans wherever possible. ARRANGE acoustical units and orient directionally- patterned units in the manner shown by reflected ceiling plans, with pattern running in one direction. INSTALL SUSPENSION SYSTEM to comply with ASTM C 636, with hangers supported only from building structural members. Locate hangers not less than 6" from each end and space 4'- 0" along each carrying channel or direct -hung runner. Secure wire hangers by looping and wire tying, either directly to structures or to Inserts, eye - screws, or other devices which are secure and appropriate for substrate. INSTALL EDGE MOLDINGS at perimeter of acoustical ceiling area and at locations where necessary to conceal edges of acoustical units. Screw- attach moldings to substrate at levels not over 16" o.c. and not more than 3" from ends, leveling with ceiling suspension system to tolerance of I /8" to 12' -0 ". Miter corners accurately and connect securely. INSTALL ACOUSTICAL PANELS In coordination with suspension system, with edges concealed by support of suspension members. Scribe and cut panels to fit accurately at borders and at penetrations. ADJUST AND CLEAN EXPOSED SURFACES of acoustical ceilings, including trim, edge moldings, and suspension members; comply with manufacturer's Instructions for cleaning and touch -up of minor finish damage. Remove and replace work which cannot be successfully cleaned and repaired to permanently eliminate evidence of damage CODE ( le I, AP JUT ■ PROJECT LIDS LD5102 WESTFIELD SOUTHCENTER 633 SOUTHCENTER SPACE t 446 TUKWILA, WASHINGTON 981813 ■ PROJECT NUMBER 07433-163 • PROJECT CONTACT JERRALD BRAIUCA /- EMAIL: jbraiucaelst2d.com PH: 913.649.6037 FAX: 913.648.7111 • ARCHITECT /DESIGNER • GENERAL NOTES .WED FOR OMPLIANCE 'ROVED I 0 2007 Of Tukwila NG DIVISION ,. Pr=n71VE0 Cr' , wILA JUL 02 70 [ p'��f`ea'dtli I L;CLA t I °,:I LL & CITY REVIEW SUBMITTAL • DRAWING NUMBER Min INN MIN STUDIO T2 DESIGN INTERIOR ARCHITECTURE & DESIGN 8010 STATE UNE ROAD SUITE 180 LEAWOOD, KANSAS 66208 THE PROFESSIONAL SERVICES of the Designer and /or Architect are undertaken for and are performed in the interest of the Project Owner. No contractual obligation is assumed by the Designer and /or the Architect for the benefit of any other entity involved in this Project. EXISTING CONDITIONS: The Designer / Architect disclaims any responsibility for the existing building structure, site conditions, existing construction elements. or any other documents, drawings, or other instruments related to or intended to be used for any part or parts of the project, which do not bear the Architect's seal. THIS DRAWING has been prepared by the Architect, or under the his supervision. This Drawing is provided as an instrument of service by the Designer / Architect and is intended for use on this project only. Pursuant to the Architectural Works Copyright Protection Act of 1990, all drawings, specifications, ideas and designs, including the overall form, arrangement and composition of spaces and elements appearing herein, constitute the original, copyrighted work of the Designer I Architect. Any reproduction, use, or disclosure of information contained herein without the prior written consent of the Architect /Designer is strickly prohibited. (C) Copyright 2007 by Studio T2 Design RELATED DOCUMENTS: This Drawing is a single port of an integrated net of Construction Contract Documents. The General Conditions of the Contract, the General Requirements, (Division 1 of the Specifications), applicable requirements of Division 2 thru Division 16 Sections of the Specifications, and other Drawings may apply to the work described on this drawing. Failure to review other documents does not relieve the Contractor from providing a complete Project. COMPLY WITH all laws, code and ordinances of authorities having jurisdiction, and with requirement of the Landlord, if applicable. VERIFY ACTUAL CONDITIONS and dimensions prior to construction. Commencement of work constitutes verification and acceptance of existing conditions. CALCULATE AND MEASURE required dimensions, do not scale the drawings unless otherwise directed. APPLICATION of a material or equipment item to work installed by others constitutes acceptance of that work, and assumption of responsibility for satisfactory installation. DIMENSIONS shown are to finish face of a material, unless othewise indicated. • REGISTRATION JAMES A LICHTY, ARCHITECT I HEREBY CERTIFY that these drawings were prepared under my direct supervision and that I am a duly registered ARCHITECT under the laws of STATE: WASHINGTON SEAL NUMBER: 5055 DATE: JUN 2 6 ZO07 • REVISIONS NO. DESCRIPTION DATE 3/5/07 • DATE 5 MARCH 2007 • DRAWING TITLE SPECIFICATIONS SP -2 • RESILIENT FLOORING AND BASE SECTION 01650 PROVIDE vinyl composition tile flooring, seamless vinyl flooring, and resilient base, where noted on the drawings and as specified herein. SEQUENCE OF INSTALLATION: When possible, install resilient flooring before installation of architectural woodwork base cabinets, to facilitate future modifications and relocation of counters. Protect flooring from damage by construction operations at traffic areas with minimum of one (I) layer kraft paper, taped at seams and edges. FIRE PREFORMANGE GHARAGTT°_RISTIGS: Provide resilient flooring materials meeting the following requirements os tested by UL or other testing agency acceptable to authorities having jurisdiction, In accordance with the following ASTM requirements: CRITICAL RADIANT FLUX: 0.45 watts per square GM or more per ASTM E 648. SMOKE DENSITY: less than 450 per ASTM E 662. MAINTENANCE INSTRUCTIONS: Submit manufacturer's recommended maintenance practices for each type of resilient flooring and accessory required. EXTRA STOCK: Deliver minimum of one (I) carton of resilient tile, twelve (12) square feet of seamless flooring, and/or twelve (12) lineal feet of base material, of each type and color of material Installed. VINYL COMPOSITION FLOOR TILE: 12" x 12" x I /8" thick products complying with ASTM F 1066, Composition I (non- asbestos formulated). Manufacturer(s) and product type as Indicated on the Drawings. SHEET VINYL FLOORING: 0.085 inch overall thickness in 6 foot wide sheets, meeting ASTM F 1303 - Type 11, Grade I- Glass A backing, Manufacturer(s) and product type as indicated on the Drawings. CONCRETE SLAB PRIMER: Nonstaining type as recommended by flooring manufacturer. TROI^ELABLE UNDERLAYMENTS AND PATCHING COMPOUNDS: Latex - modified, portland- cement -based formulation provided or approved by tile manufacturer for applications indicated. ADHESIVES (cements): Latex water - resistant type recommended by tile manufacturer to suit resilient floor tile products and substrate conditions indicated. METAL EDGE STRIPS: Extruded aluminum with mill finish, of height required to protect exposed edge of tiles, and In maximum available lengths to minimize running joints INSTALLATION: EXAMINE AREAS where installation of tiles will occur, with Installer present, to verify that substrates and conditions are satisfactory for tile Installation and comply with tile manufacturer's requirements and those specified in this Section. 170 not proceed with installation until unsatisfactory conditions have been corrected. PREPARATION: Level and patch subfloor using compounds recommended by flooring manufacturer. Remove coatings from subfloor surfaces that would prevent adhesive bond, including curing compounds, adhesives, paint, oils, waxes and sealers. Doom clean or vacuum subfloor surfaces and apply primer, if recommended Icy flooring manufacturer, prior to application of adhesive. DO NOT DRY SGRAPE OR SAND existing flooring materials, and do not dry scrape or dry sweep residual backing or felt lining materials. Such materials may contain asbestos fibers that are not readily identifiable. VERIFY that concrete slabs comply with ASTM F 710 and that slab substrates are dry and free of curing compounds, sealers, hardeners, and other materials whose presence would interfere with bonding of adhesive. Determine adhesion and dryness characteristics by performing bond and moisture tests recommended by tile manufacturer. Verify that subfloors are free of cracks, ridges, depressions, scale, and foreign deposits of any kind. GENERAL INSTALLATION: Comply with manufacturer's printed installation instructions, and as specified herein. Extend resilient flooring Into toe spaces, door reveals, and into closets and similar openings. Scribe, cut and fit resilient flooring to permanent fixtures, built -In Furniture and cabinets, pipes, outlets and permanent columns, walls and partitions. ADHESIVE: Adhere flooring to substrates using full spread of waterproof, stabilized mastic recommended for use by flooring manufacturer to suit material and substrate conditions. INSTALLATION OF TILE FLOORS: Lay tile from center marks established with principal walls, discounting minor offsets, so that tile at opposite edges of room area of equal width. Adjust as necessary to avoid use of cut widths less than 1/2 tile at room perimeters. Lay tile square to room axis, unless otherwise shown. Match tiles for color and pattern by using tile from cartons in same sequence as manufactured and packaged If so numbered. Gut tile neatly around all fixtures. Broken, cracked, chipped, or deformed tiles are not acceptable. ADHERE tiles to flooring substrates without producing open cracks, voids, raising and puckering at joints, telegraphing of adhesive spreader marks, or other surface imperfections in completed tile Installation. Hand roll tiles where required. INSTALLATION OF SEAMLES5 FLOORING: Unroll material to relax face up on floor. Inspect Flooring surface and edges for objectlonal damage. Layout to minimize seams and orient so that seams will normally be parallel to building elements. Reverse direction of adjacent sheets for color matching. Apply adhesive and set flooring by rolling In both directions with a 100 to 150 pound sectional floor roller, except at seam overlap. Heat weld or chemical weld seams, to be flush with finish of floor, and roll seams with seam roller. INSTALLATION OF ACCESSORIES: Apply wall base to walls, columns, pilasters, casework and other permanent fixtures in rooms or areas where base Is required. install base in lengths as long as practicable, with preformed corner units, or fabricated from base materials with mitered or coped inside corners. Tightly bond base to substrate throughout length of each piece, with continuous bead of silicone sealant, between base and flooring, and at top of base at wall, for watertight seal. INITIAL GLEANING: Immediately after completing tile installation remove visible adhesive and other surface blemishes using cleaner recommended by tile manufacturers. Sweep or vacuum floor thoroughly. Do not wash floor until time period recommended by resilient flooring manufacturer has elapsed to allow resilient flooring to become well - sealed in adhesive. Damp -mop floor being careful to remove black marks and excessive soil. Remove any excess adhesive or other surface blemishes, using appropriate cleaner recommended by resilient flooring manufacturers. STRIP EXISTING FACTORY FLOOR FINISH by scrubbing with a single disk automatic scrubbing machine and by washing with a commercial stripping solution and warm water. Do not flood floor with stripping solution or rinse water. Remove stripping solution by mopping. Rinse with clean water and wet vacuum or mop dry. RESILIENT FLOORING FINISH: Apply one coat of sealer /filler to striped flooring, as recommended by flooring manufacturer. After application of sealer, apply initial two (2) coats of high quality, metal cross - linked, acrylic floor polish, allowing at least 30 minutes drying time between applications. Polish and buff with a single disk flooring machine, until a high gloss luster is obtained. PROTECT FLOORING against mars, marks, indentations, and other damage from construction operations and placement of equipment and fixtures during remainder of construction period. Use protection methods indicated or recommended by tile manufacturer. PAINTING SECTION 09Q00 WORK INCLUDES surface preparation and painting or finishing of interior exposed to view, throughout the Project and in accordance with requirements herein. Except where a natural finish or a material 1s specifically noted as a surface not to be painted, paint all exposed surfaces whether or not painting is designated In the drawings. Where items or surfaces are not specifically mentioned, paint the same as similar adjacent materials or areas. PAINTING NOT REQUIRED: Unless otherwise indicated, painting Is not required on plastic laminate, prefinished sheet metal, plumbing fixtures, electrical equipment (excluding exposed distribution cabinet(s) electrical devices, or food service equipment. Painting Is not required on surfaces such as walls or ceilings in concealed or inaccessible areas. Metal surfaces of anodized aluminum, stainless steel, chromium plate and similar finished materials will not require finish painting, except as otherwise indicated In the finish hardware schedule. Do not paint over code - required labels or equipment identification labels. PROVIDE PRIMERS and undercoat paints produced by the same manufacturer as the finish coats. Use only thinners approved by paint manufacturer, and use only within recommended limits. PREPARE surfaces and apply coatings in strict accordance with the coating manufacturer's recommendations. USE ONLY SKILLED painters for mixing and applying paint. Quality workmanship is required. In the acceptance or rejection of finish painting, no allowance will be made for the painters' lack of skill or in adequate lighting during painting operations. DELIVER MATERIALS to job site in original, new and unopened packages and containers bearing manufacturer's name and label. Store materials not in actual use in tightly covered containers. Maintain containers used in storage of paint In a clean condition, free of foreign materials and residue. Keep storage area neat and orderly. Remove rags and water dairy. Take all precautions to ensure that workmen and Work areas are adequately protected from fire hazards and health hazards resulting from handling, mixing and application of paints. JOB CONDITIONS: Apply paints only when temperature of surfaces to be painted and surrounding air temperatures are within recommended range permitted by the paint manufacturer's printed instructions. Do not apply paint when relative humidity exceeds 55%, or to damp or Net surfaces. EXTRA STOCK: Upon completion of this Section deliver to the Owner extra stock equal to one (I) gallon of each color, type and sheen of paint used in the Work. PROVIDE PAINT products equal to materials listed in the paint schedule included herein. Note that proprietary names used to designate materials are not intended to imply that products of named manufacturer are required to exclusion of equivalent products of other manufacturers. MATERIAL QUALITY: Provide best quality grade of various types of coatings as regularly manufactured by acceptable paint materials manufacturers. Materials not displaying manufacturers Identification as a standard, best -grade product will not be acceptable. INSPECTION: Examine areas and conditions under which painting Work is to be applied and notify Owner of conditions detrimental to proper and timely completion of the Work. Starting of painting Work will be construed as acceptance of surfaces and conditions. SURFACE PREPARATION: Glean surfaces of dirt, rust, scale, grease, moisture, or other conditions otherwise detrimental to formation of a durable paint film. Perform preparation and cleaning procedures in accordance with paint manufacturer's printed instructions for each particular substrate condition. REMOVE hardware, accessories, plates, lighting fixtures, and similar items in place and not to be finish- painted, or provide surface - applied protection prior to surface preparation and painting operations. Remove, if necessary, for complete painting of items and adjacent surfaces. Following completion of painting of each space or area, reinstall removed items. GLEAN WOOD SURFACES of dirt, oil, and other foreign substances with scrapers, mineral spirits, and sandpaper, as required. Sand surfaces exposed to view smooth and dust off. Scrape and clean small, dry, seasoned knots and apply a thin coat of white shellac or other recommended knot sealer before application of primer. After priming, fill holes and Imperfections in finish surfaces with putty or plastic wood filler. Sand smooth when dried. PRIME, STAIN, OR SEAL WOOD to be painted Immediately upon delivery. Prime edges, ends, faces, undersides, and backsides of wood, including cabinets, counters, cases, and paneling. When transparent finish is required, backprlme with spar varnish. Backprime paneling on interior partitions where masonry, plaster, or other wet wall construction occurs on backside. Seal tops, bottoms, and cutouts of unprimed wood doors with a heavy coat of varnish or sealer immediately upon delivery or after installation, if unit is cut In the field. GLEAN NONGALVANIZED FERROUS -METAL SURFACES that have not been shop coated; remove oil, grease, dirt, loose mill scale, and other Foreign substances. Use solvent or mechanical cleaning methods that comply with recommendations of the Steel Structures Painting Council. TOUGH UP SHOP - APPLIED PRIME GOATS that have been damaged. Wire- brush, clean with solvents recommended by the paint manufacturer, and touch up with the same primer as the shop coat. MATERIALS PREPARATION: Carefully mix and prepare paint materials In accordance with manufacturer's directions. Maintain containers used in mixing and application of paint in a clean condition, free of foreign materials and residue. Stir material before application to produce a mixture of uniform density; stir as required during application. Do not stir surface film into material. Remove film and, if necessary, strain material before using. Use only thinners approved by the paint manufacturer, and only within recommended limits. APPLICATION: Apply paint in accordance with manufacturer's directions. Use applicators and techniques best suited for substrate and type of material being applied. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions detrimental to formation of a durable paint film. SCHEDULING: Apply first -coat material to surfaces that have been cleaned, pretreated or otherwise prepared for painting as soon as practicable after preparation and before subsequent surface deterioration. Allow sufficient time between successive coatings to permit proper drying. Do not recoat until paint has dried to where It feels firm, does not deform or feel sticky under moderate thumb pressure, and application of another coat of paint does not cause lifting or loss of adhesion of the undercoat. APPLY PAINT to completely cover previously painted surfaces, to provide an opaque, smooth surface of uniform finish, color, appearance and coverage. Cloudiness, spotting, holidays, lap marks, brush marks, runs, sags, ropiness or other surface imperfections will not be acceptable. THE NUMBER OF GOATS and film thickness required is the same regardless of the application method. Do not apply succeeding coats until the previous coat has cured as recommended by the manufacturer. Sand between applications where sanding Is required to produce an even smooth surface in accordance with the manufacturer's directions. APPLY ADDITIONAL PAINT coats when undercoats, stains or other conditions show through final coat of paint, until paint film 1s of uniform finish, color and appearance. Give special attention to insure that surfaces, including edges, corners, crevices, and exposed fasteners receive a dry film thickness equivalent to that of flat surfaces. PAINT SURFACES BEHIND movable equipment and furniture same as similar exposed surfaces. Paint surfaces behind permanently fixed equipment or furniture with prime coat only before final installation of equipment. PAINT INTERIOR SURFACES of ducts, where visible through registers or grilles with a flat, nonspecular black paint. Paint back sides of access panels and removable or hinged covers to match exposed surfaces. MINIMUM COATING THICKNESS: Apply materials at not less than the manufacturer's recommended spreading rate. Provide a total dry film thickness of the entire system as recommended by the manufacturer. PRIME GOATS: Before application of finish coats, apply a prime coat of material as recommended by the manufacturer to material that is required to be painted or finished and has not been prime coated by others. Recoat primed and sealed surfaces where evidence of suction spots or unsealed areas In first coat appears, to assure a finish coat with no burn through or other defects due to insufficient sealing. PIGMENTED (OPAQUE) FINISHES: Completely cover to rovide an opaque, smooth surface of uniform finish, color, appearance, and coverage. Cloudiness, spotting, holidays, laps, brush marks, runs, sags, ropiness, or other surface imperfections will not be acceptable. TRANSPARENT (CLEAR) FINISHES: Use multiple coats to produce a glass -smooth surface film of even luster. Provide a finish free of laps, cloudiness, color Irregularity, runs, brush marks, orange peel, nail holes, or other surface imperfections. MATCH APPROVED SAMPLES for color, texture, and coverage. Remove, refinish, or repaint work not in compliance with specified requirements. FIELD QUALITY CONTROL: The Owner reserves the right to engage the services of an Independent testing laboratory to sample the paint material being used. Samples of material delivered to the project may be taken, identified, sealed, and certified in the presence of the Contractor. The testing laboratory will perform appropriate tests as required by the Owner. If test results show material being used does not comply with specified requirements, the Contractor may be directed to stop painting, remove noncomplying paint, pay for testing, repaint surfaces coated with rejected paint, and remove rejected paint from previously painted surfaces if, upon repainting with specified paint, the two coatings are noncompatible. GLEAN -UP: During the progress of the Work, remove from site discarded paint materials, rubbish, cans and rags at end of each work day. Upon completion of painting Work, clean window glass and other paint -spattered surfaces. Remove spattered paint or otherwise damage finish surfaces. Touchup and restore all damaged or defaced painted surfaces after completion of Work of other trades. PROTECT work of other trades, whether to be painted or not, against damage by painting. Correct damage by cleaning, repairing or replacing, and repainting, as acceptable to Owner. Provide "wet paint' signs to protect newly painted finishes. Remove temporary protective wrappings provided by others for protection of their work after completion of painting operations. At completion of construction activities of other trades, touch up and restore damaged or defaced painted surfaces. PAINT MATERIALS SCHEDULE: DRYWALL: SEMI -GLOSS LATEX ENAMEL (Glass A: 5-5 -0) Prime coat: "S -W" # 8284 PrepRite 400 Interior Latex Primer - lb DFT 2nd 3rd. Goat: "5-W" *1351N400 ProMar 400 Interior Latex Semi -gloss - 1.6 DFT /coat FERROUS METAL: EGGSHELL ALKY ENAMEL (Glass A: 5 --5-0) First Goat: "S-W" # B5OWZI Kern Kromik Universal Metal Primer - 3.0 min DFT Note: Primer not required to be applied in field on pre - primed Items 2nd * 3rd. Goat: "5-1N" *4533 ProMar 200 Series Interior Alkyd Eg -Shel - 1.5 DFT /coat PAINTED WOODWORK: GLOSS ALKYD ENAMEL (Glass A: 5-5-0) Prime Goat: "5-W" #134q117_2 PrepRite Wall and Wood Primer - 2.2 DFT 2nd it 3rd. Goat: "S-W" #335112O0 ProMar 200 Series interior Alkyd Gloss - 1.5 DFT /coat ALUMINUM STOREFRONT FRAMING: SEMI -GLOSS DTM ACRYLIC. COATING Prime Goat: "S--W" DTM Wash Primer 0 0.1 - 1.3 mils DFT 2nd & 3rd. Goat: "S-W" * 566 -200 DTM Semi -Gloss Acrylic Coating - 25 min DFT /coat F R P PANELING SECTION OGg70 WORK INCLUDES surface preparation of wall surfaces and installation of Fiberglass Reinforced Plastic (FRP) paneling where indicated on the drawings, as specified herein and as needed for a complete and proper installation. FIRE - RETARDANT FRP PANELS: .0=10" thick x 4' wide " Marlite FRP" , # P -100, Y kite color, or equal USDA accepted, semi -rigid Fiberglass reinforced plastic paneling, with UL classified flame- spread of less than 20, fuel contributed 0, and smoke - developed 200, per ASTM E -54. PREPARATION: Lay panels flat. Nails must be dry and free from dirt, dust and grease. PANEL FITTING: Position panels with 1/4" gap at ceiling and floor, and 1/8' gap between each panel and division bar of moldings to allow for normal expansion and contraction. Allow not less than 1/5" gap around pipes, electrical fittings, and other projections. Use carbide - tipped power saws to cut panels. Prefit each panel before installing. INSTALL PANELS by using Marlite # G-315 adhesive (or Marlite # G -55I adhesive where solvent vapors cannot be adequately ventilated) to back of panels for 100% coverage, with a notched trowel. Before adhesive skins over, set panels in position and press against wall. Pull entire panel back away from wall 5" to 10" to flash off solvents. Press back in place. Apply adequate pressure to make full contact between panel and wall. PANEL MOLDINGS: Provide one -piece matching trim and panel moldings at all joints between panels, and at top and bottom edges of panels. Install moldings with continuous bead of Kemlite Silicone Sealant * 255 during installation of panels. Seal Joints between moldings and between molding and adjacent finish material. Remove excess sealant immediately. MI SGELLANEOUS SPEGIALITIES SECTION 10000 PROVIDE the following specialties where noted on the Drawings and as specified herein. Install specialty items furnished by others, as indicated on the drawings. TOILET ACCESSORIES (where required): Provide units as indicated in the Drawings. FIRE EXTINGUISHERS (FE): Manufacturer's standard 10 Ib, 4A -60BG rated units. COORDINATION: Coordinate with other Sections to assure that the locations of miscellaneous specialties does not conflict with other related items. Examine and inspect installation of floor or wall finishes, and other conditions that affect Installation of miscellaneous specialties. Do not proceed until unsatisfactory conditions have been corrected. INSTALL. the work of this Section according to manufacturers' Instructions, using fasteners appropriate to substrate as recommended by unit manufacturer. Install units plumb and level, firmly anchored in locations and at heights indicated. SET EACH ITEM securely in place, leveled and adjusted to the correct working height. Anchor to supporting substrate where indicted and where required for sustained operation and use without shifting or dislocation. Conceal anchorages where possible. SECURE MIRRORS TO WALLS In concealed, tamperproof manner with special hangers, toggle bolts, or screws. Set units plumb, level, and square at locations indicated, according to manufacturer's instructions for type of substrate involved. INSTALL GRAB BARS to withstand a downward load of at least 250 lbf, complying with ASTM F 446. ADJUST units for proper operation and verify that mechanisms function smoothly. Replace damaged or defective items. Glean and polish all exposed surfaces strictly according to manufacturer's recommendations after removing temporary labels and protective coatings. SIGNAGE SECTION 10440 PROVIDE signage to comply with requirements Indicated for manufacturing process, material finishes, style, size and message content. Types of signage required Include to the following: Storefront sign reading: "Lids" Service door sign: I -1/2" High White PSV letters, or as otherwise noted In drawings or mall criteria (verify space number with Owner), reading: LIDS at (Space No.)" LETTER STYLE: Match style of text provided by the Owner. IL COMPLIANCE: Provide electrical components which are UL- labeled and listed. When required by local code, provide sign units which have been tested and labeled by UL. SHOP DRAWINGS: Submit shop drawings of all signage to Designer, Owner and Landlord prior to fabrication and erection of signs. Include elevations and large scale details of fabrication, where applicable. Show anchorages to other materials, connector housings, and accessory items. Allow 5 days for review. PERMITS: Obtain approval of governmental authorities having jurisdiction, and obtain approval of the Landlord before fabrication of signage. Costs for permits and approval is a part of this Section. LABELS: With the exception of required UL labels, do not apply fabricator's identification labels to any exposed surface of signs. CORRECTION OF WORK: The Signage contractor shall promptly correct all defective Nark, or Work not meeting the requirements of the Construction Documents for a period of ONE YEAR after installation. ARE SENSITIVE VINYL (PSV): "220 Scatchcai" by 3M or equal 2 mil minimum thickness, opaque, non - reflecting, cast PVC film with pressure sensitive adhesive backing, suitable for exterior as well as interior applications, colors as noted in material -color schedule. Pie -cut copy characters and stripes from PSV, mounted on paper backing sheet. OTHER SISNASE PRODUCTS/MATERIALS: As indicated in the Drawings. SIGNAGE INSTALLATION: INSTALL slgnage in accordance with the approved shop drawings, to be level, plumb, and at height indicated, free from distortion or other defects of appearance. Remove and reinstall signage materials that do not comply with these requirements. ELECTRICAL CONNECTION(S): Coordinate with the electrical sub - contractor to assure that electrical junction box provided by him is located near illuminated signage. Final connection of transformer or ballast to electrical junction box is a part of this Section. TOUGH -UP PAINTING: paint all attachment screws, brackets, etc. to match color of sign unit or substrate, as applicable. Touch -up all exposed surfaces damaged during installation, to match color of adjacent painted surfaces. END OF ARCHITECTURAL SPECIFICATIONS CODE MoisitOVIE.0 City Oi 10011\a PAL0I14G D DATE: 1 • PROJECT LIDS LD5102 WESTRELD SOUTHCENTER 633 SOUTHCENTER FACE # 446 TUKWILA, WASHINGTON 98188 • PROJECT NUMBER 07433 -163 ■ PROJECT CONTACT JERRALD BRAIUCA EMAIL: jbraiucaost2d.com PH: 913.649.6037 FAX: 913.648.7111 • ARCHITECT /DESIGNER STUDIO T2 DESIGN INTERIOR ARCHITECTURE & DESIGN 8010 STATE LINE ROAD SUITE 180 LEAWOOD, KANSAS 66208 THE PROFESSIONAL SERVICES of the Designer and /or Architect are undertaken for and are performed in the interest of the Project Owner. No contractual obligation is assumed by the Designer and /or the Architect for the benefit of any other entity involved in this Project. EXISTING CONDITIONS: The Designer / Architect disclaims any responsibility for the existing building structure, site conditions, existing construction elements, or any other documents, drawings, or other instruments related to or intended to be used for any part or parts of the project, which do not bear the Architect's seal. THIS DRAWING has been prepared by the Architect, or under the his supervision. This Drawing is provided as an instrument of service by the Designer / Architect and is intended for use on this project only. Pursuant to the Architectural Works Copyright Protection Act of 1990, all drawings, specifications, ideas and designs, including the overall form, arrangement and composition of spaces and elements appearing herein, constitute the original, copyrighted work of the Designer / Architect. Any reproduction, use, or disclosure of information contained herein without the prior written consent of the Architect /Designer is strickly prohibited. (C) Copyright 2007 by Studio T2 Design ■ GENERAL NOTES RELATED DOCUMENTS: This Drawing is a single part of an integrated set of Construction Contract Documents. The General Conditions of the Contract, the General Requirements, (Division 1 of the Specifications), applicable requirements of Division 2 thru Division 16 Sections of the Specifications, and other Drawings may apply'to the work described on this drawing. Failure to review other documents does not relieve the Contractor from providing a complete Project. COMPLY WITH all laws, code and ordinances of authorities having jurisdiction, and with requirement of the Landlord, if applicable. VERIFY ACTUAL CONDITIONS and dimensions prior to construction. Commencement of work constitutes verification and acceptance of existing conditions. CALCULATE AND MEASURE required dimensions, do not scale the drawings unless otherwise directed. APPLICATION of a material or equipment item to work installed by others constitutes acceptance of that work, and assumption of responsibility for satisfactory installation. DIMENSIONS shown are to finish face of a material, unless othewise indicated. • REGISTRATION JAMES A EIGHTY, ARCHITECT I HEREBY CERTIFY that these drawings were prepared under my direct supervision and that I am a duly registered ARCHITECT under the laws of. STATE: WASHINGTON SEAL NUMBER: 5055 JUN 2 6 2007 rm l`JED G1 A{ILA JUL 0 2 71197 Cr „ allk rm( I • DRAWING NUMBER II . E MI h ■ "a MIN • DATE 5 MARCH 2007 • DRAWING TITLE SPECIFICATIONS REGi`TERE ARCH! "EC LL & CITY REVIEW SUBMITTAL • REVISIONS NO. DESCRIPTION DATE 3/5/07 SP -3 MECHANICAL SPECIFICATIONS I. GENERAL PROVISIONS: A PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, NECESSARY FOR THE COMPLETE INSTALLATION OF THE PLUMBING AND MECHANICAL SYSTEMS OUTLINED. S. OBTAIN ALL PERMITS, FEES, LICENSES, INSPECTIONS, AND CERTIFICATES OF COMPLIANCE OR APPROVAL AS REQUIRED BY THE AUTHORITIES. G. ALL WORK SHALL 136 PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LAWS, GODES AND REGULATIONS OF THE GOVERNMENTAL BODIES HAVING JURISDICTION OVER THE SITE. D. ALL TESTING REQUIRED BY AUTHORITIES SHALL BE CONSIDERED PART OF THIS WORK. E. DURING CONSTRUCTION, ALL FIXTURES, EQUIPMENT, PIPE, DUCT, ETC. SHALL BE COVERED, PLUGGED, OR GAPPED AS REQUIRED TO KEEP CLEAN AND UNDAMAGED. ALL DAMAGED ITEMS SHALL BE RESTORED TO ORIGINAL CONDITION OR REPLACED. ALL PROTECTIVE COVERING SHALL BE REMOVED BEFORE FINAL ACCEPTANCE. F. PROVIDE ALL NECESSARY GUTTING AND PATCHING OF WALLS, FLOORS, CEILINGS, AND ROOFS AS NECESSARY. PATCH AROUND ALL OPENING'S SHALL MATCH ADJACENT AREA. COORDINATE ALL ROOFING WORK WITH OWNER OR RESPONSIBLE PARTY, 50 THAT THE EXISTING ROOFING WARRANTY WILL BE MAINTAINED. G. CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS AGAINST DEFECTS FOR A PERIOD OF ONE YEAR FROM FINAL ACCEPTANCE. 2. OPERATION AND MAINTENANCE MANUALS: A. DURING THE COURSE OF CONSTRUCTION, COLLECT AND COMPILE OPERATING INSTRUCTIONS, WIRING DIAGRAMS, CATALOG GUTS, LUBRICATION AND PREVENTIVE MAINTENANCE INSTRUCTIONS, PARTS LISTS, ETC. FOR ALL EQUIPMENT FURNISHED UNDER THIS CONTRACT. B. ALL LITERATURE AND INSTRUCTIONS SHIPPED WITH THE EQUIPMENT SHALL EE SAVED FOR INCLUSION IN THE OPERATION AND MAINTENANCE MANUALS. G. ALL LITERATURE LISTED ABOVE AND ALL PAPERS LISTING WARRANTIES, ETC. SHALL BE BOUND IN A 3 -RING BINDER AND LABELED WITH THE PROJECT NAME, ADDRESS, ARCHITECT, ENGINEER, CONTRACTORS, ETC. 3. MANUFACTURERS: A MANUFACTURERS, MODEL NUMBERS, ETC. INDICATED OR SCHEDULED ON THE DRAWINGS SHALL SE INTERPRETED AS HAVING ESTABLISHED A STANDARD OF QUALITY AND SHALL NOT BE CONSTRUED AS LIMITING COMPETITION. ARTICLES, FIXTURES, ETC. OF EQUAL QUALITY BY MANUFACTURERS SHALL. BE ACCEPTABLE, SUBJECT TO STRUCTURAL AND ELECTRICAL CONSTRAINTS OF THE PROJECT DESIGN, UNLESS NOTED OTHERWISE. 4. MOTORS: A. PROVIDE THERMAL OVERLOAD PROTECTION FOR EACH MOTOR PROVIDED sr THIS WORK. 5. TESTING, BALANCING, AND CLEANING: A. ALL PIPING SHALL BE TESTED FOR LEAKS BEFORE SEINE CONCEALED IN WALL CONSTRUCTION OR COVERED WITH INSULATION. B. FIRE PROTECTION PIPING' SHALL BE TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA. C. DUCTWORK AND PIPING SHALL BE BALANCED BY QUALIFIED BALANCING PERSONNEL WHO HAVE PREVIOUS EXPERIENCE WITH BALANCING PROCEDURES. 6. PIPING: A. CONDENSATE DRAINS a INDIRECT WASTE (ABOVEGROUND). I) DWV, WROUGHT COPPER, ANSI B -16.29 (INSIDE BUILDING). B. REFRIGERANT. I) ASTM B 250, TYPE AGR HARD -DRAWN STRAIGHT LENGTHS, AND SOFT - ANNEALED COILS, SEAMLESS COPPER TUBING. 2) WROUGHT COPPER, ANSI 1316.22, STREAMLINED PATTERN, FITTINGS. BRAZED JOINTS, AWS A 5E5, CLASSIFICATION BAG-I (SILVER). 3) TUBING. SHALL BE FACTORY CLEANED, READY FOR INSTALLATION, AND HAVE ENDS CAPPED TO PROTECT CLEANLINESS OF PIPE INTERIORS PRIOR TO SHIPPING. 4) SIZE AND INSTALLATION OF PIPE SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. C. ALL PIPE HANGERS AND SUPPORTS SHALL BE STANDARD PRODUCTS OF GRINNELL, FEE AND MASON, OR EL-GEN. HANGER SPACING SHALL BE IN ACCORDANCE WITH MSS- SP -69. D. S! I /E I) PROVIDE, SET, AND PROPERLY LOCATE PIPE SLEEVES AS REQUIRED FOR T14I5 WORK. ALL SLEEVES SHALL BE OF SUFFICIENT SIZE TO PERMIT PIPE MOVEMENT DUE TO EXPANSION AND CONTRACTION AND TO ACCOMMODATE PIPE INSULATION. 2) INTERIOR PARTITIONS: 16 GAGE GALVANIZED STEEL, PACK BETWEEN PIPE AND SLEEVE WITH FIRE SAFING AND CAULK AT EACH END WITH FIRE RESISTANT SEALANT. 3) ROOF: PROSET OR EQUAL, MANUFACTURED PVC SCHEDULE 40 PIPE SLEEVE WITH WATERPROOF SEAL. COORDINATE WITH ROOFING CONTRACTOR AND FLASH AS REQUIRED TO MAINTAIN ROOF WARRANTY. 4) PLUMBING VENTS: FLASH ROOF VENT INTO ROOFING SYSTEM AS REQUIRED BY THE ROOFING CONTRACTOR TO MAINTAIN EXISTING ROOF WARRANTY. E. PROVIDE CHROME PLATED ESCUTCHEONS ON ALL PIPE ENTERING FINISHED AREAS. 1. INSULATION AND DUCT LINING: A. ALL INSULATIONS AND ACCESSORIES SHALL HAVE A FIRE HAZARD CLASSIFICATION WITH A FLAME SPREAD RATING OF NOT OVER 25, A FUEL CONTRIBUTION RATING OF NOT OVER 50, AND A SMOKE DEVELOPED RATING OF NOT OVER 50, IN ACCORDANCE WITH NFPA. B. PIPE INSULATION: I) FIBERGLASS INSULATION WITH FACTORY APPLIED VAPOR BARRIER, ASJ JACKET, FACTORY APPLIED PRESSURE SEALING LONGITUDAL LAP JOINT, NO STAPLES, ZESTON PREMOLDED PVC FITTING COVERS. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2) FLEXIBLE CLOSED CELL ELASTOMERIC THERMAL INSULATION, UNSLIT OR PRESLIT WITH PRESSURE SENSITIVE ADHESIVE SYSTEM FOR CLOSURE AND VAPOR SEALING, EQUAL TO ARMSTRONG AP ARMAFLEX OR ARMAFLEX 2000. 3) INSULATION SCHEDULE: a) CONDENSATE DRAINS INSIDE BUILDING 1/2" b) REFRIGERANT SUCTION 1/2" C. DUCTWORK I) DUCT LINING: 2 LB/CF, THICKNESS AS SGHEDUL ED, AIR STREAM SIDE COATED, INSTALL PER SMACNA STANDARDS. a) DUCT LINING SCHEDULE: (I) RECTANGULAR SUPPLY DUCT 1/2" (2) RETURN AIR DUCT 1/2" 2) DUCT COVERING: 3/4 LB /CF, FIBERGLASS BLANKET WITH FACTORY APPLIED VAPOR BARRIER AND FACING, THICKNESS A5 SCHEDULED, INSTALLATION IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. a) DUCT COVERING SCHEDULE: (I) ROUND SUPPLY DUCT 2" (2) OUTDOOR AIR DUCT 2" 8. PLUMBING: A. PROVIDE AN AIR CHAMBER NOT LESS THAN 24" LONG AND ONE PIPE SIZE LARGER THAN THE PIPE SIZE CONNECTED TO THE FIXTURE, BUT NOT LESS THAN 3/4 ", FOR EACH PLUMBING FIXTURE SUPPLY. B. ALL EXPOSED PIPE SHALL BE CHROME PLATED BRASS PIPE, NO FERROUS PIPE. G. PROVIDE CLEANOUTS AT EACH CHANGE OF DIRECTION AND AT 100 FOOT INTERVALS IN STRAIGHT RUNS. D. PROVIDE ACCESS PANELS FOR ALL CONCEALED VALVES AND TRAPS, E. CLEANOUTS: I) VINYL TILE FLOOR: JR SMITH *4140, OR EQUAL. 2) QUARRY TILE FLOOR: JR SMITH #4200, OR EQUAL 3) CARPETED FLOOR: JR SMITH #4020 -Y, OR EQUAL. 4) UNFINISHED FLOOR: JR SMITH #4020, OR EQUAL, 5) ALL JR SMITH #4472, OR EQUAL, 24" ABOVE THE FLOOR. F. PROVIDE DIELECTRIC UNIONS WITH APPROPRIATE END CONNECTIONS TO MATCH THE PIPE SYSTEM IN WHICH INSTALLED (SCREWED, SOLDERED, OR FLANGED). PROVIDE DIELECTRIC UNIONS ON ALL PIPING CONNECTIONS TO HOT WATER HEATERS AND EXPANSION TANKS. 9. DUCTWORK: A. ALL DUCTWORK, UNLESS OTHERWISE INDICATED, SHALL BE FABRICATED FROM GALVANIZED SHEET STEEL COMPLYING WITH ASTM A 521, LOCKFORMINS QUALITY, HITH G 60 ZINC COATING IN ACCORDANCE WITH ASTM A 525; AND MILL PHOSPHATIZED FOR EXPOSED LOCATIONS. B. DUCTWORK, METAL GAUGiES, REINFORCING, ETC. SHALL BE CONSTRUCTED IN ACCORDANCE WITH SMAGNA "HVAG DUCT CONSTRUCTION STANDARDS," LATEST EDITION FOR A 2 INCH WATER GAUGE STATIC PRESSURE. G. ALL FITTINGS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SMACNA "HVAG DUCT CONSTRUCTION STANDARDS," LATEST EDITION. D. SEAL ALL DUCTWORK JOINTS WITH NON- HARDENING, NON - MIGRATING MASTIC SEALANT, AS RECOMMENDED FOR SEALING SEAMS AND JOINTS IN DUCTWORK. OIL BASE CAULKING AND GLAZING COMPOUNDS SHALL NOT SE ACCEPTABLE. E. DUCT SIZES SHOE ON THE DRAWINGS ARE SHEET SIZES, ALLOWANCE FOR DUCT LINER HAS BEEN MADE WHERE APPLICABLE. 10. FLEXIBLE DUCT: A. TECHNAFLEX SERIES WK, OR EQUAL. B. FACTORY APPLIED INSULATION AND VAPOR BARRIER, I -I/2" THICK. C. MAXIMUM LENGTH OF II. AIR HANDLER AND CONDENSING UNIT: A. THE AIR HANDLER UNIT SHALL BE FACTORY ASSEMBLED, PRE -WIRED UNIT CONSISTING OF SHEEiMETAL CASING, FILTER, SUPPLY FAN, COOLING COIL, DRAIN PAN, FI FCTRIC RESISTANCE HEATER, AND CONTROLS. THE UNIT SHALL BE MATCHED TO THE OUTDOOR CONDENSING UNIT. CAPACITY SHALL BE AS SCHEDULED. I) CASING SHALL BE ZINC - COATED SHEET METAL WITH INSIDE SURFACES COVERED WITH LINING MATERIAL SUITABLE TO PROVIDE REQUIRED ACOUSTIC PERFORMANCE, AND THERMAL INSULATION. LINING THICKNESS SHALL BE NOT LESS THAN 3/4 INCH. ALL MATERIALS SHALL MEET THE REQUIREMENTS OF NFPA STANDARD O. LINING SHALL BE SECURED TO SUPPORTING SURFACES IN SUCH A MANNER THAT IT WILL NOT DELAMINATE, SAG, OR SETTLE. SURFACES, INCLUDING EDGES, SHALL BE FACED WITH PERFORATED METAL OR COATED 50 THAT MATERIAL IS NOT DETACHED BY THE AIR STREAM. 2) THE FAN SHALL BE A DIRECT DRIVE MULTI -SPEED AIR HANDLER, RESILIENTLY MOUNTED IN THE CASING, UTILIZING A FORWARD CURVED FAN. THE MOTOR SHALL BE A PERMANENT SPLIT CAPACITOR TYPE MOTOR WITH INTEGRAL OVERLOAD PROTECTION. 3) RETURN AIR INLET ON UNIT SHALL BE PROVIDED WITH A I" THROWAWAY TYPE FILTER AND SLIDE IN FRAME, MOUNTED ON THE UNIT. 4) REFRIGERANT COIL SHALL BE ALUMINUM FINS BONDED TO SEAMLESS COPPER TUBE BY MEANS OF MECHANICAL EXPANSION. AN EQUALIZING TYPE VERTICAL DISTRIBUTOR SHALL ENSURE EACH COIL CIRCUIT RECEIVES THE SAME AMOUNT OF REFRIGERANT. TIC COIL SHALL BE PROVIDED WITH A DRAIN PAN LOCATED DIRECTLY UNDER THE COIL AND THE DRAIN PAN SHALL BE INSULATED TO PREVENT CONDENSATION, 5) ELECTRIC HEATER SHALL BE INSTALLED INTERNAL TO THE AIR HANDLER UNIT. HEATING ELEMENTS SHALL BE CONSTRUCTED OF HEAVY DUTY NICKEL CHROMIUM. EACH HEATER SHALL HAVE AUTOMATICALLY RESET HIGH LIMIT CONTROL OPERATING THROUGH HEATING ELEMENT CONTACTORS. EACH HEATER SHALL BE INDIVIDUALLY FUSED AND SHALL COMPLY WITH ALL UL AND NEC REQUIREMENTS, INCLUDING OVERCURRENT AND HIGH TEMPERATURE PROTECTION, HEATERS SHALL BE UL LISTED. 6) ALL COMPONENTS SHALL BE FACTORY MOUNTED AND HIRED, 50 ONLY A SINGLE POINT CONNECTION FOR POWER AND A SINGLE POINT CONNECTION FOR THE THERMOSTAT WILL BE REQUIRED IN THE FIELD. THE UNIT SHALL BE PROVIDED WITH A NON -FUSED DISCONNECT SNITCH MOUNTED ON THE UNIT, WHICH SHALL DISCONNECT ALL POWER FOR THE FAN, HEATER, AND CONTROLS SIMULTANEOUSLY. 7) THE UNIT SHALL BE EQUIPPED WITH THE MANUFACTURER'S STANDARD CONTROLS INCLUDING 24 VOLT CONTROL TRANSFORMER, CONTROL RELAYS, ETC. B. CONDENSING UNIT SHALL BE FACTORY- ASSEMBLED AND TESTED AIR - COOLED CONDENSING UNIT, CONSISTING OF COMPRESSOR, CONDENSER COIL, FAN, MOTOR, REFRIGERANT RESERVOIR OPERATING CONTROLS, ETC, CAPACITY AND ELECTRICAL CHARACTERISTICS SHALL BE AS SCHEDULED. I) COMPRESSOR: HERMETICALLY SEALED WITH BUILT -IN OVERLOADS AND VIBRATION ISOLATION. COMPRESSOR MOTOR, SHALL HAVE THERMAL AND CURRENT SENSITIVE OVERLOAD DEVICES, INTERNAL HIGH - PRESSURE PROTECTION, HIGH AND LOW PRESSURE CUTOUT SWITCHES, START CAPACITOR AND RELAY, 2 -POLE CONTACTOR, CRANKCASE HEA I EK, AND TEMPERATURE ACTUATED SWITCH AND TIMER TO PREVENT COMPRESSOR RAPID CYCLE. 2) COIL SHALL SE COPPER TUBING WITH ALUMINUM FINS; COMPLETE WITH LIQUID ACCUMULATOR AND LIQUID SUB000LER. UNIT SHALL INCLUDE FILTER DRYER, SIGHT GLASS, COMPRESSOR SERVICE VALVE, LIQUID LINE SERVICE VALVE, AND REFRIGERANT PIPING. EXTENDED TO EXTERIOR OF CASING. 12. CONTROL WIRING: A. Fl ECTRIGAL HIRING AND WIRING CONNECTIONS REQUIRED FOR THE INSTALLATION OF THE TEMPERATURE CONTROL SYSTEM, SHALL BE PROVIDED BY THIS CONTRACTOR, UNLESS SPECIFICALLY SHOWN ON THE ELECTRICAL DRAWINGS OR SPECIFICATIONS. B. INSTALL CONTROL WIRING, WITHOUT SPLICES BETWEEN TERMINAL POINTS, COLOR CODED. INSTALL IN NEAT WORKMANLIKE MANNER, SECURELY FASTENED. INSTALL IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE AND THE ELECTRICAL SPECIFICATIONS. I) INSTALL CIRCUITS OVER 25 VOLT WITH COLOR CODED NUMBER 12 WIRE. 2) INSTALL CIRCUITS UNDER 25 VOLT WITH COLOR CODED NUMBER 18 WIRE WITH 0.051 INCH HIGH TEMPERATURE 105 DEGRiEES F PLASTIC INSULATION ON EACH CONDUCTOR AND PLASTIC. SHEATH OVER ALL. 3) INSTALL ELECTRONIC CIRCUITS WITH COLOR CODED NUMBER 22 HIRE HITH 0.025 INCH POLYETHYLENE INSULATION ON EACH CONDUCTOR WITH PLASTIC JACKETED COPPER SHIELD OVER ALL. 4) INSTALL LON VOLTAGE CIRCUITS, LOCATED IN CONCRETE SLABS AND MASONRY WALLS, OR EXPOSED IN OCCUPIED AREAS, IN ELECTRIC CONDUIT. 5) ALL WIRING IN AREAS USED AS AIR PLENUMS SHALL BE IN ELECTRIC CONDUIT EXCEPT THAT LOW VOLTAGE WIRING MAY BE i i-LON COATED, ALUMINUM SHEATHED CABLE OR OTHER HIRE SPECIFICALLY APPROVED FOR INSTALLATION IN AIR PLENUMS, WHERE ACCEPTABLE BY LOCAL GODES. 6) ALL HIRING IN AREAS NOT USED FOR AIR MOVEMENT SHALL BE IN ELECTRIC METALLIC TUBING EXCEPT LOW VOLTAGE HIRING MAY SE IN APPROVED SIGNAL CABLE WHERE ACCEPTED BY LOCAL CODES. 13. REMODELING WORK: A. DEMOLITION: DISCONNECT, DEMOLISH, AND REMOVE ABANDONED MECHANICAL MATERIALS AND EQUIPMENT INDICATED TO BE REMOVED AND NOT INDICATED TO BE SALVAGED OR REMAIN. B. EQUIPMENT TO BE SALVAGED: I) DISCONNECT AND REMOVE, EXISTING MECHANICAL EQUIPMENT INDICATED TO BE REMOVED AND SALVAGED. DELIVER EQUIPMENT TO THE LOCATION DESIGNATED BY THE OWNER FOR STORAGE. 2) ALL MATERIALS AND EQUIPMENT DESIGNATED TO BE REUSED OR RELOCATED SHALL BE CARiEFJLLY REMOVED, AND STORED UNTIL NEEDED FOR REMODELING WORK. ALL ITEMS SHALL BE RESTORED TO "LIKE NEW" CONDITION WITH RUST OR CORROSION REMOVED, SURFACE PAINT TOUCHED UP OR REPAINTED AS REQUIRED TO MATCH NEW CONSTRUCTION, AND THOROUGHLY CLEANED AND INSPECTED. ANY ITEMS WHICH BECOME DAMAGED BEYOND REPAIR AS A RESULT OF CONSTRUCTION OR DEMOLITION ACTIVITY SHALL BE REPLACED WITH NEW MATERIAL EQUIVALENT IN EVERY RESPECT. C. DISPOSAL AND CLEANUP: REMOVE FROM THE SITE AND LEGALLY DISPOSE OF DEMOLISHED MATERIALS AND EQUIPMENT NOT INDICATED TO BE SALVAGED. D. PROTECT ADJACENT MATERIALS INDICATED TO REMAIN. INSTALL AND MAINTAIN DUST AND NOISE BARRIERS TO KEEP DIRT, DUST, AND NOISE FROM BEING TRANSMITTED TO ADJACENT AREAS. REMOVE PROTECTION AND BARRIERS AFTER REMODELING OPERATIONS ARE COMPLETE. E. LOCATE, IDENTIFY, AND PROTECT MECHANICAL SERVICES PASSING THROUGH REMODELING AREA AND SERVING OTHER AREAS OUTSIDE THE REMODELING LIMITS. MAINTAIN SERVICES TO AREAS OUTSIDE REMODELING LIMITS. WHERE MECHANICAL SERVICES ARE LOCATED IN A HALL, ETC.. TO BE DEMOLI :I LID, REROUTE PIPING TO NEW OR EXISTING CONSTRUCTION TO MAINTAIN CONTINUITY OF THE SYSTEM. WHEN SERVICES MUST BE INTERRUPTED, INSTALL TEMPORARY SERVICES FOR AFFECTED AREAS. F. REMOVE ALL PIPING TO BE DEMOLISHED BACK TO PIPE MAIN OR EDGE OF PROJECT AREA, AND CAP PIPE, G. PIPING AND DUCTS EMBEDDED IN FLOORS, HALLS, AND CEILINGS MAY REMAIN IF SUCH MATERIALS DO NOT INTERPEIRE WITH NEW INSTALLATIONS. PIPING AND DUCTS TO REMAIN SHALL BE APPROVED BY THE ARCHITECT. REMOVE MATERIALS ABOVE ACCESSIBLE CEILINGS. DRAIN AND CAP PIPING AND DUCTS ALLOWED TO REMAIN ABOVE CEILING OR BELOW FLOOR, CONGEALED FROM VIE..IN, EXCEPT AS OTHERWISE NOTED. PATCH FLOOR TO MATCH EXISTING. H. PIPE AND DUCT SHALL BE CONGEALED WITH NEW OR EXISTING CONSTRUCTION WHENEVER POSSIBLE, UNLESS INDICATED OTHERWISE. I. GENERAL PROVISIONS: A PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, NECESSARY FOR THE COMPLETE INSTALLATION OF THE ELECTRICAL SYSTEMS OUTLINED. B. OBTAIN ALL PERMITS, FEES, LICENSES, INSPECTIONS, AND CERTIFICATES OF COMPLIANCE OR APPROVAL AS REQUIRED BY THE AUTHORITIES. C. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST APPROVED EDITION OF THE NATIONAL ELECTRIC CODE (NEC), AND ALL APPLICABLE LAWS, GODES AND REGULATIONS OF THE GOVERNMENTAL BODIES HAVING JURISDICTION OVER THE SITE. D. ALL TESTING REQUIRED BY AUTHORITIES SHALL BE CONSIDERED PART OF THIS WORK. E. DURING CONSTRUCTION, ALL FIXTURES, EQUIPMENT, CONDUIT, ETC. SHALL BE COVERED, PLUGGED, OR CAPPED AS REQUIRED TO KEEP CLEAN AND UNDAMAGED. ALL DAMAGED ITEMS SHALL BE RESTORED TO ORIGINAL CONDITION OR REPLACED. ALL PROTECTIVE COVERING SHALL BE REMOVED BEFORE FINAL ACCEPTANCE. F. PROVIDE ALL NECESSARY CUTTING AND PATCHING OF HALLS, FLOORS, CEILINGS, AND ROOFS AS NECESSARY. PATCH AROUND ALL OPENINGS SHALL MATCH ADJACENT AREA. COORDINATE ALL ROOFING WORK WITH OWNER OR RESPONSIBLE PARTY, SO THAT THE EXISTING ROOFING WARRANTY HILL BE MAINTAINED. G. CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS AGAINST DEFECTS FOR A PERIOD OF ONE YEAR FROM FINAL ACCEPTANCE. 2. OPERATION AND MAINTENANCE MANUALS: A. DURING THE COURSE OF CONSTRUCTION, COLLECT AND COMPILE OPERATING INSTRUCTIONS, HIRING DIAGRAMS, CATALOG CUTS, LUBRICATION AND PREVENTIVE MAINTENANCE INSTRUCTIONS, PARTS LISTS, ETC. FOR ALL EQUIPMENT FURNISHED UNDER THIS CONTRACT. B. ALL LITERATURE AND INSTRUCTIONS SHIPPED WITH THE EQUIPMENT SHALL BE SAVED FOR INCLUSION IN THE OPERATION AND MAINTENANCE MANUALS. G. ALL LITERATURE LISTED ABOVE AND ALL PAPERS LISTING WARRANTIES, ETC. SHALL BE BOUND IN A 3 -RING BINDER AND LABELED WITH THE PROJECT NAME, ADDRESS, ARCHITECT, ENGINEER, CONTRACTORS, ETC. 3. MANUFACTURERS: A MANUFACTURERS, MODEL NUMBERS, ETC. INDICATED OR SCHEDULED ON THE DRAWINGS SHALL BE INTERPRETED AS HAVING ESTABLISHED A STANDARD OF QUALITY AND SHALL NOT BE CONSTRUED AS LIMITING COMPETITION. ARTICLES, FIXTURES, ETC. OF EQUAL QUALITY BY MANUFACTURERS SHALL BE ACCEPTABLE, SUBJECT TO STRUCTURAL AND Fl FCTRICAL CONSTRAINTS OF THE PROJECT DESIGN, UNLESS NOTED OTHERWISE. 4. TESTING, AND BALANCING: A. ALL CIRCUITS SHALL BE TESTED FOR CONTINUITY, SHORTS, AND GROUNDS BEFORE CONNECTING TO THE PROPER PHASE AS DESIGNED TO BALANCE THE LOADING BETWEE=N PHASES. B. POWER AND LIGHTING PANELS SHALL BE PROPERLY PHASED TO DISTRIBUTE THE LOAD AND SHALL BE CONNECTED AND ADJUSTED TO OPERATE AS SPECIFIED. C. ALL MOTORS AND SIMILAR EQUIPMENT SHALL BE CHECKED FOR PROPER PHASE ROTATION AND OPERATION. 5. RACEWAYS: A. CONDUIT INSIDE THE BUILDING SHALL BE METALLIC TUBING (EMT), BEARING THE UL LABEL, WITH COMPRESSION TYPE FITTINGS. B. CONDUIT EXPOSED TO THE WEATHER, INSTALLED UNDERGROUND, IN CONCRETE, OR USED FOR SERVICE ENTRANCE SHALL BE STANDARD RIGID CONDUIT (GALVANIZED) WITH THREADED FITTINGS. C. UNDERGROUND CONDUIT MAY BE POLYVINYL CHLORIDE WITH A DEFLECTION TEMPERATURE, UNDER LOAD AT 264 PSI, OF 16 DEGREES G, AND A TENSILE STRENGTH OF 5,200 PSI. JOINTS SHALL BE FLUSH SOLVENT WELDED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. CONDUIT SHALL BE EQUAL TO CARLON POWER AND COMMUNICATIONS DUCT TYPE DB (DIRECT BURIAL). CONDUIT AND FITTINGS SHALL BE PRODUCED BY THE SAME MANUFACTURER. D. FLEXIBLE METAL CONDUIT (LIQUID - TIGHT) SHALL ONLY BE USED FOR CONNECTIONS TO MOTORS, TRANSFORMERS, AND LIGHT FIXTURES. MAXIMUM LENGTH SHALL BE 6 ". 6. CONDUCTORS: A. HIRES SHALL BE CONTINUOUS WITHOUT SPLICES OR TAPS IN CONDUIT RUNS. ALL SPLICES SHALL BE MADE IN .UNCTION, PULL, OR OUTLET BOXES. ALL HIRE SHALL BE INSTAL I Fr) IN CONDUIT, WIREWAYS, OR OTHER PROTECTIVE COVER SANCTIONED BY CODES. ELECTRICAL SPECIFICATIONS B. CONDUCTORS FOR LIGHTING AND POWER SHALL BE COPPER, MINIMUM NO. 12 A.W.G., 600 VOLT. G. NO. 10 GAUGE AND SMALLER CONDUCTORS SHALL BE TYPE THIN OR THHN, SOLID CONDUCTOR UNLESS OTHERWISE INDICATED. D. NO. 5 GAUGE AND LARGER CONDUCTORS SHALL BE TYPE THH OR THHN, STRANDED, UNLESS OTHERWISE INDICATED. 1. MC CABLE: A. MC GABLE SHALL CONSIST OF INTERLOCK ARMORED GABLE MADE OF THREE OR FOUR TYPE THHN STRANDED COFFER CONDUCTORS INSULATED WITH HEAT AND MOISTURE RESISTANT POLYVINYL CHLORIDE (PVC), WITH NYLON OR EQUIVAI ENT UL LISTED JACKET, PER UL STANDARD 53. THE THREE CONDUCTORS SHALL BE TWISTED TOGETHER WITH THE COPPER GROUNDING CONDUCTOR, SUITABLE FILLERS, AND WRAPPED IN BINDER TAPE. THE ASSEMBLY SHALL BE ARMORED WITH SPIRALLY WRAPPED INTERLOCKED ARMOR OR ALUMINUM OR GALVANIZED STEEL. B CABLES SHALL BE TESTED IN ACCORDANCE WITH UL STANDARD 1569 FOR TYPE MC CABLE AND RATED AT 600 VOLTS, 90 DEG. C. FOR DRY LOCATIONS AND 15 DEG. C FOR HET LOCATIONS. 8. HIRING DEVICES: A. WALL SWITCI LEG SHALL SE SPECIFICATION GRADE, QUIET TYPE, FLUSH TOGGLE SWITCH, RATED FOR 20 AMPS, HITH THERMOPLASTIC. COVER PLATES. I) SINGLE POLE: PASS 8 SEYMOUR 4 OR EQUAL 2) THREE= HAY: PASS a SEYMOUR 4 OR EQUAL. B. RECEPTACLES SHALL BE SPECIFICATION GRADE, DUPLEX, GROUNDING, THREE -WIRE TYPE, RATED FOR 20 AMPS, WITH THERMOPLASTIC COVER PLATES. PASS 4 SEYMOUR #5352, OR EQUAL. C. GROUND FAULT INTERRUPTER RECEPTACLES (CFI) SHALL BE PASS d SEYMOUR 2OG4. DEVICE COVER PLATES SHALL BE AS HEREINBEFORE SPECIFIED. D. ISOLATED GROUND RECEPTACLES (IS) SHALL BE PASS 8 SEYMOUR 166500, ORANGE COLOR. DEVICE COVER PLATES SHALL BE AS HEREINBEFORE SPECIFIED. E. RECEPTACLES OUTSIDE BUILDING AND WHERE NOTED AS WEATHERPROOF, SHALL BE AS HEREINBEFORE SPECIFIED EXCEPT SHALL BE INSTALLED IN A WEATHERPROOF ENCLOSURE WHICH SHALL BE INTERMATIC #WPIOIOMC OR #WPIOIOHMG DIECAST METAL WEATHERPROOF RECEPTACLE COVER. COVER SHALL BE WEATI ICR PROOF RATED WHILE IN USE. F. VERIFY DEVICES AND DEVICE COVERPLATES COLOR WITH ARCHITECT. 9, BOXES: A. HOT DIPPED GALVANIZED STEEL BOXES. PROVIDE TYPE TO SUIT CONDITIONS FOR INSTALLATION. B. ALL BOXES SHALL BE FLUSH MOUNTED, UNLESS INDICATED OTHERWISE. 10. PANELBOARDS: A. PANELBOARDS ARE EXISTING AND SHALL BE REUSED. PROVIDE ADDITIONAL BREAKERS AS REQUIRED TO CONNECT CIRCUITS AS SHOWN ON THE DRAWINGS, ADDITIONAL BREAKERS SHALL BE THERMAL MAGNETIC, QUICK -BREAK BOLT ON CIRCUIT BREAKERS HITH ONE HANDLE FOR SINGLE OR MULTI -POLE RATINGS AND SHALL BE COMPATIBLE WITH EXISTING PANELS B. COMPLETE EXISTING DIRECTORY AS REQUIRED TO IDENTIFY NEW CIRCUIT, LISTING LOAD SERVED AND OTHER PERTINENT DATA. II. DISCONNECTS: A. DISCONNECTS SHALL BE EXTERNALLY OPERATED, QUICK -MAKE, QUICK- BREAK, SAL-t I Y, WITH PROVISIONS FOR PAD LOCKING. FUSED AND NON -FUSED DISCONNECT SWITCHES SHALL BE PROVIDED AS INDICATED. B. INDOOR SWITCHES SHALL BE NEMA I AND OUTDOOR SNITCHES SHALL BE NEMA 3R, UNLESS INDICATED OTHERINISE. 12. FUSES: A. FUSES PROTECTING CIRCUIT BREAKER PANELS SHALL BE CURRENT LIMITING UL. CLASS IRK -I FUSES WITH 200,000 AMPERES RMS SYM INTERRUPTING CAPACITY. FUSING ELEMENTS SHALL BE SILVER FOR RATINGS ABOVE 60 AMPERES. B. ALL OTHER FUSES SHALL BE UL. CLASS RK -5, DUAL - ELEMENT WITH A MINIMUM TIME - DELAY OF 10 SECONDS AT 500% RATING. FUSES SHALL HAVE CURRENT - LIMITING SHORT -CIRCUIT LINKS AND 200,000 AMPERES RMS SYM INTERRUPTING CAPACITY. FUSING ELEMENTS SHALL BE COPPER. 13. LIGHT FIXTURES: A. WHERE LIGHT FIXTURES ARE MOUNTED IN A LAY -IN CEILING, PROVIDE A MINIMUM OF 2 SUPPORT HIRES ATTACHED DIRECTLY BETWEEN EACH LIGHT FIXTURE AND THE BUILDING STRUCTURE. SUPPORT HIRES SHALL BE A MINIMUM OF 12 GAUGE GALVANIZED STEEL HIRE, SOFT ANNEALED. B. FIXTURES ARE REQUIRED AT ALL LIGHTING OUTLETS SHOWN ON THE DRAWINGS. APPROVED LIGHTING FIXTURE HIRE 15 REQUIRED IN ALL FIXTURES AND FIXTURE RACEWAYS. WEATHERPROOF HIRING 15 REQUIRED FOR EXTERIOR FIXTURES. ALL PARTS OF FIXTURES AND HIRING SHALL BE IN ACCORDANCE WITH NEC REQUIREMENTS. C. ALL FIXTURES SHALL CARRY UL AND ET L LABELS. ALL FLUORESCENT FIXTURE BALLASTS SHALL BE HIGH FREQUENCY ELECTRONIC BALLASTS WITH A "TOTAL HARMONIC DISTORTION" OF LEE THAN 20%, REGARDLESS OF THE NUMBER OF LAMPS CONNECTED TO EACH BALLAST AND SHALL HAVE GSM LABEL. ALL FLUORESCENT FIXTURES INSTALLED SHALL INCORPORATE BALLAST PROTECTION. ALL FLUORESCENT BALLASTS SHALL HAVE AN AUDIBLE NOISE RATING OF "CLASS A" OR BETTER. ALL FLUORESCENT BALLASTS SHALL HAVE A POWER FACTOR GREATER THAN 9S% WHEN USED WITH PRIMARY LAMP. D. ALL FLUORESCENT LAMPS SHALL BE 3500 K COLOR TEMPERATURE WITH A MINIMUM COLOR RENDERING INDEX (CRT) OF &2. 14. SLEEVES: A PROVIDE, SET, AND PROPERLY LOCATE PIPE SLEEVES AS REQUIRED FOR THIS WORK. B. INTERIOR PARTITIONS: 16 GAGE GALVANIZED STEEL, PACK BETWEEN CONDUIT AND SLEEVE WITH FIRE SAFING AND CAULK AT EACH END WITH FIRE RESISTANT SEALANT. G. ROOF: PROSET OR EQUAL, MANUFACTURED PVC SCHEDULE 40 PIPE SLEEVE WITH WEATHERPROOF SEAL. COORDINATE WITH ROOFING CONTRACTOR AND FLASH AS REQUIRED TO MAINTAIN ROOF WARRANTY. 15. GROUNDING: A. GROUND ALL El Fr.TRICAL APPARATUS IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE (NEC) 250, AND ANY LOCAL REQUIREMENTS. INSURE CONTINUOUS BOND INHERE FLEXIBLE CONDUIT 15 USED. PROVIDE BONDING JUMPER INSIDE ALL FLEXIBLE CONDUIT. B. BOND METAL PIPING SYSTEMS IN COMPLIANCE WITH NEC 250.14. 16. REMODELING WORK: A. DEMOLITION: DISCONNECT, DEMOLISH AND REMOVE ABANDONED ELECTRICAL MATERIALS AND EQUIPMENT INDICATED TO BE REMOVED AND NOT INDICATED TO BE SALVAGED OR REMAIN. B. EQUIPMENT TO BE SALVAGED: I) DISCONNECT AND REMOVE EXISTING ELECTRICAL EQUIPMENT INDICATED TO BE REMOVED AND SALVAGED. DELIVER EQUIPMENT TO THE LOCATION DESIGNATED BY THE OWNER FOR STORAGE. 2) ALL MATERIALS AND EQUIPMENT DESIGNATED TO BE REUSED OR RELOCATED SHALL BE CAREFULLY REMOVED, AND STORED UNTIL NEEDED FOR REMODELING WORK. ALL ITEMS SHALL BE RESTORED TO "LIKE NEW" CONDITION WITH RUST OR CORROSION REMOVED, SURFACE PAINT TOUCHED UP OR REPAINTED AS REQUIRED TO MATCH NEW CONSTRUCTION, AND THOROUGHLY CLEANED AND INSPECTED. ANY ITEMS WHICH BECOME DAMAGED BEYOND REPAIR AS A RESULT OF CONSTRUCTION OR DEMOLITION ACTIVITY SHALL BE REPLACED WITH NEW MATERIAL EQUIVALENT IN EVERY RESPECT. C. DISPOSAL AND CLEANUP: REMOVE FROM THE SITE AND LEGALLY DISPOSE OF DEMOLISHED MATERIALS AND EQUIPMENT NOT INDICATED TO BE SALVAGED. D. PROTECT ADJACENT MATERIALS INDICATED TO REMAIN. INSTALL. AND MAINTAIN DUST AND NOISE BARRIERS TO KEEP DIRT, DUST, AND NOISE FROM BEING TRANSMITTED TO ADJACENT AREAS. REMOVE PROTECTION AND BARRIERS AFTER REMODELING OPERATIONS ARE COMPLETE. E. PROVIDE ALL ALTERATIONS AND REWORK INDICATED AND /OR REQUIRED FOR THE PROPER INSTALLATION AND OPERATION OF ALL EXISTING ELECTRICAL SYSTEMS, INTEGRATING THE NEW AND EXISTING AREAS. LOCATE, IDENTIFY, AND PROTECT ELECTRICAL SERVICES PASSING THROUGH REMODELING AREA AND SERVING Oil ICR AREAS OUTSIDE THE REMODELING LIMITS. MAINTAIN SERVICES TO AREAS OUTSIDE REMODELING LIMITS. WHEN SERVICES MUST BE INTERRUPTED, INSTALL TEMPORARY SERVICES FOR AFFECTED AREAS. I) ABANDONED CONDUIT SHALL HAVE HIRE REMOVED AND SHALL BE GAPPED. ABANDONED OUTLETS IN HALLS OR PARTITIONS SHALL HAVE DEVICE AND HIRE REMOVED, AND SHALL BE COVERED. 2) WHERE EXISTING CONDUITS TERMINATE AT AN EXISTING OUTLET IN A WALL, CEILING, OR FLOOR TO BE REMOVED, DISCONNECT AND REMOVE DEVICE AND HIRE FROM CONDUIT. CONDUIT SHALL BE GUT BACK AND CAPPED (BELOW THE FLOOR OR ABOVE THE CEILING) SO NOT TO CREATE AN OBSTRUCTION. PATCH FLOOR TO MATCH EXISTING. 5) WHERE EXISTING CIRCUITS EXTEND BEYOND THE OUTLET IN THE EXISTING HALL, CEILING, OR FLOOR TO BE REMOVED, FURNISH AND INSTALL NEW CONDUIT AND HIRE TO EITHER REROUTE THE CIRCUIT OR FEED THE REMAINING OUTLET(S) FROM ANOTHER ELECTRICAL SOURCE, BUT IN SUCH A MANNER AS NOT TO REVISE THE CIRCUIT. ALL REROUTED CONDUIT SHALL SE APPROVED BY THE ARCHITECT. 4) INHERE EXISTING OUTLETS IN A HALL, CEILING, OR FLOOR TO BE REMOVED ARE ESSENTIAL TO MAINTAIN OPERATION OF OTHER REMAINING OUTLETS, RELOCATE THE OUTLET TO A NEJN CONVENIENT LOCATION. EXISTING HIRING DEVICES SHALL NOT BE REUSED, UNLESS OTHERWISE INDICATED. 5) HI-ERE LIGHTING FIXTURES ARE INDICATED TO BE DEMOLISHED, REMOVE ALL HIRE AND MODIFY THE EXISTING CONDUIT (IF APPLICABLE) FOR THE NEW LIGHTING. ALL UNUSED CONDUIT SHALL BE REMOVED. 6) WHERE A TELEPHONE CIRCUIT EXTENDS BEYOND AN OUTLET IN AN EXISTING HALL, CEILING, OR FLOOR TO BE REMOVED, PROVIDE NECESSARY EMPTY CONDUIT AND NOTIFY THE ARCHITECT WHO HILL REQUEST THE OWNER TO ARRANGE WITH THE TELEPHONE COMPANY FOR NEW HIRING TO OUTLETS THAT REMAIN. 7) INHERE EXISTING CONDUIT AND HIRE RUNS ARE LOCATED IN OR ATTACHED TO AN EXISTING WALL, CEILING OR FLOOR TO BE REMOVED, THEY SHALL BE REROUTED IN EITI TER NEW OR EXISTING CONSTRUCTION TO MAINTAIN CONTINUITY OF CIRCUITS UNLESS OTHERWISE INDICATED. 6) CONDUIT SHALL BE CONCEALED WITHIN THE EXISTING BUILDING CONSTRUCTION IIHEREVER POSSIBLE, EXCEPT WHERE OTHERWISE INDICATED. 9) EXISTING HIRE SHALL BE DISCONNECTED AND REMOVED WHEREVER EXISTING CIRCUITS ARE ABANDONED. This drawing has been prepared by the Engineer, or under his supervision. This drawing is provided as an instrument of service by the Designer /Engineer and is intended for use on this project only. Pursuant to the Architectural Works Copyright Protection Act of 1990, all drawings, specifications, ideas and designs, including the overall form, arrangement and composition of spaces and elements appearing herein, constitute the original, copyrighted work of the Designer/Engineer. Any reproduction, use, or disclosure of information contained herein without prior written consent of the Engineer is strictly prohibited. © Copyright 2007 Bob Curry Engineer BOB CURRY E N G INEER 5720 Reeder Shawnee, Ks. 66203 (913)262 -1772 1 ■ LIDS LD5102 WESTFIELD SOUTHCENTER 633 SOUTHCENTER SPACE # 446 TUKWILA, WASHINGTON 98188 • PROJECT iL1uBHi 07433-163 • PROJECT CONTACT JERRALD BRAiUCA EMAIL- Jbraiucaast2dcom PH: 913.649.6037 FAX 913.648.7111 • ARCHTECT/DESIONER STUDIO T2 DESIGN INTERIOR ARCHITECTURE & DESIGN 8010 STATE LINE ROAD SUITE 180 LEAW00D, KANSAS 66208 THE PROFESSIONAL SERVICES of the Designer and /or Architect are undertaken far and are performed in the interest of the Project Omer. No controctud obligation is assumed by the Designer and /or the Architect for the benefit of any other entity invalved in this Project. E OS11NG CONDITIONS: The Designer / Architect disclaims any responetility for the existing buiding structure, site conditions. existing construction dements. or any other documents, drawings, or other instruments related to ar intended to be used for any part cur parts of the project, which do not be the Architect's seal. • GENBIAL NOTES RELATED DOCUMENT& This Drawing is a singe part of an integrated set of Construction Contact Documents. The General Cancltians of the Contract, the General Requirements. (Division 1 of the Specifications), applicable requirements of Division 2 thru Division 16 Sections of the Specifications, and other Drawings may apply to the work described on this drawing. Failure to review other doanrnente does not relieve the Gcnirmbr fram Foam a complete Project COMPLY VN1H all laws, code and ordinances of authorities having ,prrisdiction, and with requirement of the Landlord. If applicable. VERIFY ACTUAL CONDITIONS and dimensions prior to construction. Commencement of work constitutes verification and ac eptmce of existing conditions. CALCULATE AND MEASURE required dimensions, do not scde the drawings unless otherwise directed. APPLICATION of a material or equipment item to work installed by others constitutes acceptance of that work, and assumption of responsibility for satisfactory installation. DIMENSIONS shown are to finish face of a material, unless othewise indicated. ■ REC;MBTRATION pr' 'VED Cr" �nnL► JUL 02 ?097 r • REVISIONS NO. DESORPTION U_ & CITY REVIEW SUBMITTAL III DATE 10 APRIL 2007 ■ DRAW1I0 TITLE MEP SPECIFICATIONS I! DRAWING NUMBER R .C: ° '2 DATE 4/10/07 ME1.0 DIFFUSER SCHEDULE MARK MFR MODEL NECK SIZE FACE SIZE FINISH REMARKS SD -I TITUS PAS/3 10 "cP 24 "x24" WHITE TRANE 2TTA2030A3 30,000 21,800 Q5 8O /6 2O8/3/6O THE030 - I 208/3/60 1/2 I TOTAL 158 Re -I PAR/3 22 "x22" 24 "x24" CONDENSING UNIT SCHEDULE MARK MFGR MODEL NO. COOLING ELECTRICAL EVAP. COIL MODEL NO. REMARKS TOTAL BTUH SENS. BTUH AMB. EVAP. EAT DB /HB VOLT /cP /HZ GU -I TRANE 2TTA2030A3 30,000 21,800 Q5 8O /6 2O8/3/6O THE030 - OUTDOOR AIR CALCULATIONS UNIT CLASS SQ. FT. PEOPLE/ SQ. FT. GFM/ SQ. FT. GFM/ PERSON GFM AHU -! RETAIL 466 - 0.3 - 140 STORAGE I18 - 0.15 - 18 0.6 7.20 I 208/3/60 1/2 - TOTAL 158 AIR HANDLING UNIT SCHEDULE MARK MFGR MODEL NO. CFM OA GFM EXT. STATIC P. IN. We. HEATING (ELECTRIC) (RESISTANCE) Fl EGTRIGAL REMARKS VOLT /4)/HZ HP KW STAGES AHU -I TRANE THE -030 1,000 160 0.6 7.20 I 208/3/60 1/2 - j s T 32 "x14" 6 "4) 32 "x14 "E S.A. R.A. EXH. MEGHAN I CAL SYMBOLS NEW SUPPLY DIFFUSER NEW RETURN AIR GRILLE THERMOSTAT, MOUNTED AT 45" AFF NEW DUCTWORK SIZE OF RECTANGULAR DUCT SIZE OF ROUND DUCT SIZE OF EXISTING DUCT MANUAL VOLUME DAMPER MANUAL VOLUME DAMPER FLEXIBLE DUCTWORK FLEXIBLE CONNECTION TO FAN FLOOR PLAN NOTE DESIGNATION SUPPLY AIR RETURN AIR EXHAUST AIR TRANSITION IN DUCT SIZE 2. PROVIDE FUSED DISCONNECT FOR EACH UNIT. 2. PROVIDE EACH UNIT WITH HEAT /COOL /AUTO CHANGEOVER THERMOSTAT. NOTES I. PROVIDE TIME DELAY ON COMPRESSOR RE- START, CRANKCASE HEATER, AND COMPRESSOR LOCK -OUT WITH AMBIENT BELOW 55 °F. NOTES: I. PROVIDE I" THICK THROWAWAY TYPE FILTER WITH HOLDING FRAME AND NON -FUSED DISCONNECT FOR EACH UNIT. MEGHANI GAL/PLUMBI NO GENERAL NOTES: I. COORDINATE ALL WORK WITH OTHER TRADES AND EXISTING CONDITIONS AS REQUIRED TO PROPERLY INSTALL ALL SYSTEMS AS INTENDED, WITHIN THE CONFINES OF THE SPACES AVAILABLE, AND WITHOUT INTERFERENCES. 2. THIS CONTRACTOR SHALL PERFORM ALL WORK I ND I CATED AND /OR AS REQUIRED FOR THE PROPER INSTALLATION AND OPERATION OF THE MECHANICAL SYSTEMS. 3. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATIONS OF DIFFUSERS. 4. INSTALL ALL DUCT, PIPE, ETC, AS HIGH AS POSSIBLE. 5. DUCT 517FS SHOWN ARE ACTUAL SHEET METAL SIZES AND INCLUDE A 1/2 I NCH ALLOWANCE FOR DUCT LINER WHERE APPL I CABLE. 6. NO DUCT OR PIPING SHALL BE ROUTED OVER THE TOP OF ELECTRICAL PANELS. - 7. REFER TO ARCHITECTURAL 4 STRUCTURAL DRAWINGS FOR REQUIREMENTS FOR SUPPORTING PIPING, EQUIPMENT, ETC. FROM THE STRUCTURE. PROVIDE ADDITIONAL STEEL AS REQUIRED TO PROPERLY SUPPORT SYSTEMS FROM THE STRUCTURE. 8. VERIFY EXISTING CONDITIONS. IN THE CASE OF DISCREPANCIES, CONTACT THE ENGINEER OR ARCHITECT FOR DIRECTION AS NECESSARY. Q. IF APPLICABLE, PROVIDE NECESSARY COMPONENTS FOR INTERLOCK WITH LANDLORD'S ENERGY MANAGEMENT SYSTEM, BUILDING AUTOMATION SYSTEM AND /OR SMOKE EVACUATION SYSTEM. MEGHAN I GAL/PLUMB I NO PLAN NOTES : Q SUPPORT UNIT FROM STRUCTURE AS REQUIRED. PROVIDE ADDITIONAL BRACING AND VIBRATION ISOLATION AS REQUIRED. O CONNECT IO "N OUTDOOR AIR DUCT TO EXISTING OUTDOOR AIR DUCT AS REQUIRED. VERIFY EXACT LOCATION OF EXISTING DUCTWORK PRIOR TO INSTALLATION OF ANY DUCTWORK. CONNECT TO RETURN AIR DUCT WITH BALANING DAMPER AS REQUIRED. INSTALL CONDENSING UNIT AS REQUIRED BY LANDLORD. COORDINATE EXACT LOCATION OF CONDENSING UNIT WITH LANDLORD. ROUTE REFRIGERANT PIPING FROM CONDENSING UNIT AS DIRECTED BY LANDLORD AND CONNECT TO AIR HANDLING UNIT AS REQUIRED. SIZE AS PER MANUFACTURER'S RECOMMENDATIONS. ALL ROOFING WORK TO BE PERFORMED BY LANDLORD'S ROOFING CONTRACTOR (AT THIS CONTRACTOR'S EXPENSE) TO MAINTAIN LANDLORDS ROOFING WARRANTY. O4 PROVIDE GALVANIZED SHEET METAL DRAIN PAN UNDER AIR HANDLING UNIT FOR AUXILLARY OVERFLOW. ROUTE 3 /4" DRAIN AND 3 /4" AUXILLARY OVERFLOW FROM AHU AND CONNECT TO EXISTING DRAIN FROM REMOVED AIR HANDLER AS REQUIRED. UNDERCUT DOOR AS REQUIRED TO ALLOW FOR PROPER RETURN AIR PATH. FIRE PROTECTION NOTES= BRANCH DUCT SPIN IN WITH VOLUME DAMPER ROUND FLEX DUCT. 6' MAX. LENGTH =�T DIFFUSER DIFFUSER DETAIL SCALE: NONE I. THE EXISTING SPACE IS PROTECTED WITH AN EXISTING NET PIPE SPRINKLER SYSTEM. RELOCATE AND PROVIDE ADDITIONAL SPRINKLER HEADS AND PIPING AS REQUIRED FOR THE NEW CONSTRUCTION. SPRINKLER HEADS IN FINISHED CEILINGS SHALL BE SEMI - RECESSED CHROME PLATED PENDANT TYPE. SPRINKLER HEADS IN ROOMS WITHOUT CEILINGS SHALL BE UPRIGHT BRASS TYPE HEADS. 2. SPRINKLER WORK SHALL BE PERFORMED BY A SPRINKLER CONTRACTOR PRE - APPROVED BY THE LANDLORD. 3. REFER TO THE ARCHITECTURAL DRAWINGS FOR NEW HALL CONSTRUCTION. 4. SPRINKLER PIPING SHALL MATCH EXISTING. 5. SPRINKLER SYSTEM (SHOP DRAWINGS) SHALL BE APPROVED BY THE LOCAL FIRE AUTHORITY AND LANDLORD'S INSURANCE CARRIER PRIOR TO START OF WORK. RG -I SCALE: I/4" = 1' -0" AHU -I 10" (19 i T L_ 7 0 0 SD -I 280 CFM SD -I 240 CFM • r - MECHANICAL /PLUMBING FLOOR PLAN D This drawing has been prepared by the Engineer, or under his supervision. This drawing is provided as an instrument of serv by the Designer/Engineer and is intended for use on this project only. Pursuant to the Architectural Work Copyright ?rotection Act of 1990. all drawings, specifications, ideas and designs, including the overall form, arrangement and compoattton of spaces and elements appearing herein, constitute the original, copyrighted work of the Designer /Engineer. Any reproduction, use, or disclosure of information contained herein without prior written consent of the Engineer is strictly prohibited. © Copyright 2007 Bob Curry Engineer BOB CURRY EIV� ■1 Ft 5720 Reeder Shawnee, Ks. 66203 (913)262 -1772 II PROJECT LIDS LD5102 WESTFIELD SOUTHCENTER 633 SOUTHCENTER SPACE * 446 TUKWILA, WASHINGTON 98188 II PROJECT NUIISER 07433 - 163 • PROJECT CONTACT JERRALD BRAIUCA EMAIL: breiucaost2dcom 913.649.6037 FAX: 913.648.7M • AFICHRECT/DESONERIIIIIIIIIIIIIMMIIII STUDIO T2 DESIGN INTERIOR ARCHITECTURE & DESIGN 8010 STATE LINE ROAD SUITE 180 LEAWOOD, KANSAS 66208 THE PROFESSIONAL SERVICES of the Designer and /or Architect are wdertdcen for and are performed in the interest of the Project Owner. No contractual obligation is assumed by the Designer and /or the Architect far the benefit of any other entity involved in this Project EIOSTING CONDITIONS: The Designer / Architect disclaims any resparuriiity for the existing budding stricture, site conditions, casting construction elements, or any other documents, drawings, or other instruments related to or intended to be used for any pat cr pads of the project. which do not bear the Architect's seal. III GENERAL NOTES RELATED DOCUMENTS: This Drawing is a single part of an integrated eat of Construction Contract Documents. The General Conditions of the Contract, the General Requirements, (Division 1 of the Spedflcatiane), applicable requirements of Division 2 thru Division 16 Sections of the Specifications, and other Drawings may apply to the work deserted on this drawing. Failure to review other documents does not relieve the Ca/tractor from printing a omelets Project. COMPLY 1111H all laws, code and ordinances of authorities having jurisdiction, and with requirement of the Landlord, if applicable. VERIFY ACTUAL CONDITIONS and dimensions prior to construction. Commencement of work constitutes verification and acceptance of existing conditions. CALCULATE AND MEASURE required dimensions. do not scale the c rawinngs unless otherwise directed. APPLICATION of a material cr equipment item to work instaled by others constitutes acceptance of that watt, and assumption of responsibility for satisfactory installation. DIMENSIONS shown are to finish face of a material, unless othewise indicated. • REGISTRATION 1 Rrr'Fl Cr". NI LA JUL 0 2 ?ON ara�'u8aa ® PENSIONS i a DESCRFTbN LL & CITY FiEVEW suemirrAL ® DATE 10 APRIL 2007 • DRAINFICI TITLE MECHANICAL /PLUMBING FLOOR PLAN DATE 4/10/07 • DRAWING NUMBER MP1.0 ELECTRICAL SYMBOL-5 LIST MARK NO. CIRCUITING d NOTES VOLTS WATTS +46" SPECIAL MOUNTING HEIGHT FOR ASSOCIATED DEVICE. (CENTERLINE OF DEVICE) GF1 GROUND FAULT INTERRUPTER DEVICE. WP WEATHERPROOF ENCLOSURE ON DEVICE. IC, ISOLATED GROUND DEVICE. X Fl FCTRICAL FLOOR PLAN NOTE WITH DESIGNATION. 2 CONDUIT CONGEALED WHERE POSSIBLE OR AS NOTED, ARROWS LP INDICATE HOME RUN TO PANEL. CIRCUIT NUMBERS INDICATED. #I2 HIRE IN UNLESS CONDUIT, NOTED OTHERWISE ON DRAWINGS OR SPECIFICATION. �1 GROUNDING CONDUCTOR, #I2 WIRE UNLESS NOTED OTHERWISE ON DRAWINGS OR SPECIFICATION. , - -' CONDUIT ROUTED UNDER FLOOR LIGHTING 120 4 l=P EMERGENCY TWIN HEAD LIGHT FIXTURE. Mt EXIT LIGHT WITH DIRECTIONAL ARROWS INDICATED_ -1 FLUORESCENT STRIP FIXTURE WITH TYPE DESIGNATION. IA ' I FLUORESCENT FIXTURE WITH TYPE DESIGNATION. IA :l NIGHT LIGHT, CONNECT TO UNSWITCHED CIRCUIT. AO CEILING OR RECESSED FIXTURE WITH TYPE DESIGNATION. A JI WALL MOUNTED FIXTURE WITH TYPE DESIGNATION. POWER DEVICES ED11 MH kk DUPLEX RECEPTACLE, BOTTOM OF BOX AT lb" AFF, UNLESS 1U NOTED OTHERWISE. FOURPLEX RECEPTACLE, BOTTOM OF BOX *1 AT 16" AFF, UNLESS NOTED OTHERWISE. 11 PANEL BOARD, TOP OF BOX 6—O" AFF. QJ JUNCTION BOX. CONTROLS 4' FLUORESCENT WALL BRACKET WITH ACRYLIC 5 SINGLE POLE WALL SWITCH, TOP OF BOX AT 48" AFF. COMMUNICATIONS SE- 232- 120V -EB81 V DATA/TELEPHONE OUTLET MIST DIFFUSER FOR (2) 3214 F32T5 LAMPS AND Q CEILING MOUNT SMOKE DETECTOR LIGHT FIXTURE SCHEDULE MARK NO. MANUFACTURER d CATALOG NO. VOLTS WATTS D ESCRIPTION EQUIVALENT MANUFACTURERS AMERLUX 120 I -1OW RECESSED WALL WASHER NO SUBSTITUTION Al GAY/OE/W/120/MM q0 ED11 MH METALUX 120 2 - 32W 4' FLUORESCENT WALL BRACKET WITH ACRYLIC LITHONIA B SE- 232- 120V -EB81 62 F32TS DIFFUSER FOR (2) 3214 F32T5 LAMPS AND MIDWEST Fl FCTRONIG BALLAST OR EQUAL EXISTING 120 VERIFY EXISTING DOWNLISHT TO REMAIN. CLEAN $ E DOWNLIGHT TO REMAIN 50 RELAMP FIXTURES. LIGHTOLIER 120 2 -321AI RECESSED 2'x2' q GFE 1 PARABOLIC TROFFER NO SUBSTITUTIONS WITH Fl FCTRONIG BALLAST FOR TWO LAMPS. G DPS 2Gc4LS 26U 120 62 FSIUTT (6" LEG) METALUX 120 2 -32W 4' FLUORESCENT STRIP WITH Fl FCTRONIG LITHONIA H SS- 232- 12O -EBbI- 62 F32T5 BALLAST FOR TWO F32T8 LAMPS AND CHAIN MIDWEST AYG- CHAIWSET -U HANGER, HANG AT HEIGHT DIRECTED. OR EQUAL EXIST TRACK 120 VERIFY EXISTING TRACK $ LIGHT HEADS TO REMAIN. J —K AND HEADS TO REMAIN 50 GLEAN 4 RELAMP FIXTURES SURE —LITE 120 INGL EMERGENCY LIGHT WITH TWIN ADJUSTABLE qW LITHONIA <L GG4-WH 2.5 HEADS AND SEALED LEAD CALCIUM BATTERY, MOUNT AT - P-6"±, TO CLEAR OBSTACLES. CHLORIDE OR EQUAL SURE -LITE 120 INGL EXIT LIGHT WITH LED LAMPS, RED LETTERS ON LITHONIA 0 LPX- 70 -RWH 2.5 WHITE BACKGROUND, UNIVERSAL MOUNT, BATTERY BACKUP CHLORIDE OR EQUAL PANEL: EXIST LP BUS: 125A VOLTS/PHASE/WIRE: 12O/2O6V/50/4N 1 LOCATION: ELEC CLOSET MAIN: IOOA MC15 IC: 10,000 RMS SYM. AMPS MOUNTING: SURFACE FEEDER: SEE RISER DIAGRAM OKT No 3 5 13 15 17 I9 21 23 DESCRIPTION EXIST SPARE LIGHTS LIGHTS CASHWRAP SECURITY 4PLEX EXIST SIGNAGE EXIST SPARE EXIST SPARE EXIST SPARE EXIST SPARE EXIST SPARE HP /CFI RECEPTACLE BRIQZ Al 20 20 20 20 20 20 20 20 20 20 20 20 BRKR POLE 1 I r 1' I. I , ���c. 41? Iii I {y 11?J?. r .. 5 i �.; 1260 : y E k.r1 N , 1 '1 'P te HIRE 512E 12 12 12 12 12 12 25 27 EXIST TVSS 2a NOTES: 30 3 10 9A bB 0O 0A OS •c. " � I ryW 1328 II II Itla ny n�:rt ,! xti a Er rv 1240 1210 50 2452 770 1108 ri 8 4602 4242 5242 5572 53.5o 6960 WIRE SIZE 12 12 12 AMPS ee 3 2o e, 20 20 20 20 20 20 20 20 20 20 40 TOTAL VA 3O DESCRIPTION EXIST SPARE EXIST SPARE EXIST SPARE SECURITY FLOORBOXLS EXIST SPARE EMBROIDARY STATION EXIST SPARE EXIST SPARE EXIST SPARE CU —I EXIST AHU OKT NO 2 4 6 10 12 14 16 IS 20 22 24 26 2b 30 17702 49.14 EXIST LANDLORD DISTRIBUTION EQUIP 120/208V 3kp, 4W EXIST 4#3, 1 *80, I —I /4 "G EXIST SROUNDINS PER NEC, EXIST PANEL LP 120/2O8V 347, 4W IOOA MGB SCALE: NONE ELECTRICAL PLAN NOTES: U U TELEPHONE/DATA JACK, AND QUAD RECEPTACLE TO BE MOUNTED IN CASHWRAP. FIELD VERIFY EXACT LOCATION WITH CASHWRAP MANUFACTURER. ROUTE CONDUIT AND WIRE CONGEALED TO WALL. 0 n 11 8 q II I L_ ELECTRICAL RISER DIAGRAM EXISTING DUPLEX RECEPTACLE MOUNTED ON UNDERSIDE OF STOREFRONT SOFFIT FOR DISPLAY SIGNAGE TO REMAIN. ELECTRICAL OUTLETS. CONTRACTOR TO INSTALL 4 FLEX OUTLETS FOR SECURITY SYSTEM AT +54" AFF. ROUTE CONDUITS BELOW FLOOR. SAWGUT 4 PATCH FLOOR AS REQUIRED. ROUTE TO NEAREST WALL AND THEN UP TO ACCESSIBLE CEILING SPACE FOR CONTINUATION. 24 "x30 "x3/4" FRT PLYWOOD TELEPHONE BOARD MOUNTED 3" BELOW CEILING GRID WITH I" CONDUIT WITH PULL STRING TO LANDLORD TELEPHONE DISTRIBUTION POINT. VERIFY ROUTING AND DISTANGE_ COMMUNICATIONS STUB UP FOR PHONE/DATA LINE TO GASH REGISTER/CREDIT GARD/PHONE. OWNER TO PROVIDE SERVICE AND EQUIPMENT, ELECTRICAL CONTRACTOR TO INSTALL TELEPHONE AND CAT 5 LINES. BOTH TO BE RUN TO TELEPHONE BOARD. SEE NOTE 7. CASEWORK STEREO SECURITY CABINET: FLOOR MOUNTED BY CASEWORK MFSR AND INSTALLED BY SC. REFER TO CASEWORK PLAN $ DETAIL ON ARCHITECTURAL DRAWINGS. PROVIDE JUNCTION BOX WITH I" CONDUIT TO CEILING FOR SPEAKER GABLES_ VERIFY BOX MOUNTING HEIGHT. EXIST JUNCTION BOX FOR SIGNASE. VERIFY EXACT LOCATION AND ELECTRICAL REQUIREMENTS. CONNECT TO SIGN COMPLETE. CEILING MOUNTED RECESSED STEREO SPEAKER (GFCI) SPEAKERS WIRED BACK TO STEREO /SECURITY CABINET AND PHONE BOARD. COORDINATE ALL WORK WITH OWNER. Ip JUNCTION BOX MOUNTED ABOVE ACCESSIBLE CEILING FOR CONNECTION TO FUTURE EMROIDARY MACHINE POWER POLE. VERIFY EXACT LOCATION 4 FI FCTRICAL REQUIREMENTS. PROVIDE JUNCTION BOX SECURELY MOUNTED ABOVE CEILING FOR CONNECTION OF SECURITY SYSTEM EQUIPMENT. VERIFY LOCATION WITH SECURITY SYSTEM CONTRACTOR PRIOR TO COMMENCING ROUGH --IN. DEVICE SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE, NOT THE CEILING SYSTEM. PROVIDE FLOORBOX AS DETAILED ON THIS SHEET FOR CONNECTION OF SECURITY SYSTEM EQUIPMENT. VERIFY EXACT DIMENSIONED LOCATION OF FLOOR BOX WITH ARCHITECT AND SECURITY SYSTEM CONTRACTOR PRIOR TO COMMENCING ROUGH —IN. CUTTING OF FLOOR SLAB SHALL BE APPROVED THROUGH LANDLORD PRIOR TO START. cSENERAL NOTES: I. COORDINATE ALL WORK WITH OTHER TRADES AND EXISTING CONDITIONS AS REQUIRED TO PROPERLY INSTALL ALL SYSTEMS AS INTENDED, WITHIN THE CONFINES OF THE SPACES AVAILABLE, AND WITHOUT INTERFERENCES. 2. WHERE CONDUIT IS SHOWN UNDERFLOOR, SAWGUT EXISTING FLOOR SLAB AS REQUIRED FOR INSTALLATION OF UNDERFLOOR CONDUIT. NO STRUCTURAL El FMENTS SHALL BE SAWGUT. WHEN SAWCUTTING, PATCH FLOOR TO MATCH EXISTING SURFACE AS REQUIRED. 3. IT IS THE El ECTRICAL CONTRACTORS RESPONSIBILITY TO PROPERLY BALANCE ALL BRANCH CIRCUITS BETWEEN THE PHASES OF THE SYSTEM. REGARDLESS OF GIRGUITING INDICATED. 4. ALL EXPOSED SURFACE WALL MOUNTED RACEWAYS SHALL BE IN RIGID EMT CONDUIT WITH COMPRESSION FITTINGS AS REQUIRED. 5. ELECTRICAL CONTRACTOR SHALL REMOVE ALL EXISTING ELECTRICAL EQUIPMENT, FIXTURES, SYSTEMS, CONDUIT AND HIRE, ETC. NOT BEING REUSED. DO NOT JUST ABANDON. 6. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF LIGHT FIXTURES AND DEVICES. 1. REFER TO ELECTRICAL SPECIFICATIONS ELSEWHERE IN THESE DRAWINGS FOR FURTI I1=R INFORMATION AND REQUIREMENTS. GENERAL CONDITIONS AND SUMMARY OF WORK ALSO DIRECTLY APPLY TO THIS WORK. SCALE: NONE PROVIDE ROUND, GAST IRON, FULLY- ADJUSTABLE FLOOR BOX WITH THREADED CONDUIT HUBS. ALL PARTS EXPOSED TO PUBLIC VIEW SHALL RECEIVE AN ALUMINUM FINISH. VERIFY FINAL DIMENSIONED PLACEMENT OF BOX WITH ARCHITECT. HUBBELL #BA2537- SA2525. (NOTE: THIS BOX REQUIRES A MINIMUM CONCRETE POUR OF 3" FOR INSTALLATION). F INISHED FLOOR FLOOR BOX DETAIL 3/4" CONDUIT WITH PULL STRING ROUTED AS INDICATED ON PLAN. LP s~1` 1 SCALE: 1/4" = 10 2 LP 0 ELECTRICAL FLOOR PLAN KYik e coMp D SCALE: 1/4" = I' —O" LIGHTING FLOOR PLAN This drawing has been prepared by the En or under his supervision. This drawing is provided as an instrument of service by the Designer/Engineer and is intended for use on this project only. Pursuant to the Architectural Works Copyright Protection Act of 1900, all drawings, specifications, ideas and designs, including the overall form, arrangement and composition of spaces and elements appearing herein, constitute the original, copyrighted work of the Designer/Engineer. Any reproduction. use, or disclosure of information contained herein without prior written consent of the Engineer is strictly prohibited. © Copyright 2007 Bob Curry Engineer BOB CURRY 5720 Reeder Shawnee, Ks. 66203 (913)262 -1772 0 0 1 • PROJECT LIDS LD5102 WESTFIELD SOUTHCENTER 633 SOUTHCENTER SPACE # 446 TUKWILA, WASHINGTON 98188 • PROJECT MASER 07433 -163 E PRO CT CONTACT % ERRALD BRAIUCA EAAI: Preiuc8•St2dcom PH: 913.649.6037 FAX 93.648.7111 e ARCHITECT/DEWIER STUDIO T2 DESIGN INTERIOR ARCHITECTURE & DESIGN 8010 STATE LINE ROAD SUITE 180 LEAWOOD, KANSAS 66208 THE PROFESSIONAL SERVICES of the Designer and /or Architect are undertaken for and are performed in the interest of the Project Omer. No contractual obligation le assumed by the Designer and /or the Architect for the benefit of my other entity invdved b this Project. EXISTING CONDITIONS The Designer / Architect disclaims any responsibility far the elating balding etnicture, site canditians, exiatbg construction dements, or any other documents, drawings, or other instrwnents related to or intended to be used for any part or parts of the project, which do not bear the Architect's seal. ■ GENERAL NOTES RELATED DOCUMENTS: This Drowing is a single part of an integrated set of Ca rsbuctio n Contract Documents. The General Conditions of the Contract, the General Requirements, (Bidden 1 of the Specifications), applicable requirements of Divisim 2 thru Division 16 Sections of the Spedflcatima, and other Drawings ma appl to the work described on this drawing. Faiure to review other doawnents does not relieve the Cmbactar ken asking a complete Project. COMPLY %NTH all laws, code and ordinances of authorities having jurisdictlan. and with requirement of the Landlord. if applicable. VERIFY ACTUAL CONDITIONS and dimensions prior to construction. Commencement of work constitutes verification and acceptance of existing conditions. CALCULATE MID MEASURE required dimensions. do not scale the drawings unless otherwise directed. APPIJCATION of a materiel or equipment item to work bstdled by others constitutes acceptance of that work, and assumption of responsibility for satisfactory Installation. DIMENSIONS shown are to finish face of a material, unless othewise indicated. • fEOISTRATION • FEVISIONS Na OESCRIPTIQN It 101 p, t 0':; r _ 0 I. 4 � 002202' i 1_ o 1 PIr C , � n7'1LA JUL O 2 U_ & CiTY RENEW SUBMITTAL ■ DATE 10 APRIL 2007 MI DRAWNG3 TRLE ELECTRICAL FLOOR PLAN • DRAWITO PLLEER MEM DATE 4/10/07 E1.0