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Permit D12-375 - WESTFIELD SOUTHCENTER MALL - THE BODY SHOP - STORAGE RACKS
BODY SHOP, THE 1021 SOUTHCENTER MALL D12 -375 City ATukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206- 431 -2451 Web site: http: / /www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 9202470010 Address: 1021 SOUTHCENTER MALL TUKW Suite No: Project Name: BODY SHOP, THE Permit Number: D12 -375 Issue Date: 01/28/2013 Permit Expires On: 07/27/2013 Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Contact Person: Name: MARGO KOZICH Address: 2136 PUREWELL DR , FERNANDINA BEACH FL 32034 Contractor: Name: MID AMERICA CONST & DESIGN LLC Address: 4408 S MAY AV , NORMAN OK 73072 Contractor License No: M1DAMAC881DA Lender: Name: Address: Phone: 904 491 -6314 Phone: 405 - 387 -4235 Expiration Date: 03/04/2014 DESCRIPTION OF WORK: EXISTING STORAGE RACK TO BE RELOCATED Value of Construction: $0.00 Fees Collected: $212.40 Type of Fire Protection: SPRrnrni,FRS /AFA International Building Code Edition: 2009 Type of Construction: 1IB Occupancy per IBC: 0019 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D12 -375 Printed: 01 -28 -2013 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Size (Inches): 0 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: LL2,112. Date: 1--.1- e'-- -. -4r t3 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 perform of w -r authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Date: 3 Print Name: 1_ D Z I e t^ S 1 J,S %61 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All 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. 4: 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. 5: Manufacturers installation instructions shall be available on the job site at the time of inspection. 6: 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 doc: IBC -7/10 D12 -375 Printed: 01 -28 -2013 Building Official from requiring the correcti.f errors in the construction documents and 00 data. doc: IBC -7/10 D12 -375 Printed: 01 -28 -2013 • CITY OF TUKWILA Conunw lty Development Department Public Works Department permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 Building Permit No. Project No. Date Application Accepted: Date Application Expires: (For ofe use only) CONSTRUCTION PERMIT APPLICATION 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 ** ISITE LOCATION Southcenter Mall Site Address: The Body Shop Tenant Name:, King Co Assessor's Tax No.: 126 Suite Number: New Tenant: PROPERTY OWNER Name: South Center Mall Address: 2800 southcenter City: Tukwila State: wit Zip: 98188 CONTACT PERSON — person receiving all project communication Name: Margo Kozich Address: 2136 Purcwell Dr. City: Fernandina Beach State: Fl Fax: 904 -491 -0397 Zip: 32034 Phone: 904 -491 -6314 Email: margok @commercialpermitgroup.com H:MoolieubodPormeAppllcriions On Unouv+ + Appliwlo.AP..o, +4 Appltw+o. Rnviised - 9411.docx ARCHITECT OF RECORD Company Name: AGI '0100 --Op‘o Floor; ❑ Yes 0 „No Architect Name: Quin Wichmann Address: 15 west 7th st. City: covington State: ky Zip: 41011 Phone: 859- 261 -5400 Fax: 859-261 -5530 Email: gwicl►mann @agi- us.com ENGINEER OF RECORD " Company Nam,Kam' rvJ b Y11'� P1rY�� u� Engineer Name: fRabeA -C1,1- Qlllarl L I,4e:A. ' Address: 1538 Alexandria pike 1- x City; FT. Thomas Phone: 859 -442 -8050 Email: ► State: ky Zip: 41075 Fax; 859 -442 -8058 LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATION — 206431 -3670 Valuation of Project (contractor's bid price): $ 0� Existing Building Valuation: S. Describe the scope of work (please provide detailed information): Interior tenant improvement Existing storage rack to be relocated Will there be new rack storage? ❑ ..... Yes 0.. No Provide All Building Areas in Square Footage Below If yes, a separate permit and plan submittal will be required. Addition to Existing Structure Type of Occupancy per IBC riagalltaMY-laight greater than 18 inches) Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greau *For an Accessory dwelling, provide the following: Floor area of accessory dwelling:_ Lot Attie (s9 g): _.__ —_ Floor area of principal dwelling: ____ --- residence. *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary Handicap: Compact:___�___— Number of Parking Stalls Provided: Standard: ❑,,.., No If "yes ", explain: Will there be a change in use? ❑ ....... Yes " O ∎ 1.:_,. : _ _.. , _.... ' .\ � /. ►�! � � _L.!�._ �/_ _ .Other (specify) :,IJ;._....- ❑ None ❑ ...... GI .....Sprinklers Automatic Fire Alarm No . ❑.......Yes Will there be storage or use of flammable, combustible or hazardous materials in the building,nclu� quantities and Material Safety to Sheets. 1f "yes', attach list of materials and storage locations on a separate 8 -1/2" x 11" paper MC SYSTEM tic design approved by King County Health 0 ....... On-sito Septic System — For on -sue septic system, provide 2 CODIC3 of a current sop Department. lima lmttoseveres- Mpticsaens oe 11nea201 I ADDGcdiON1NSTAlt Apply ROOM - 6-9-1 l,0ocx Page 2of4 PERMIT APPLICATION NOTES — 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. application shall expire by limitation. Explratloo of Plan Review — Applications for which no permit is issued within 180 days following the date of app days each The extension hail n. be The Building Official may grant one or more extensions time Section lO additional I:►temational Building exceeding (current edition). requested in writing and justifiable cause demonstrated• I HEREBY CERTIFY THAT 1 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Date: Signature: �� - j a 904491 -6314 Day Telephone: fernandina beach 11 320343 State Zip 2136 Purcell dr. Mailing Address: iadonf on Una\20t 1 AppliadbP^'b AppIkuion Rived • 69•11,doox Si:Umliaetiom�Yamt -APPI asd.ed: Anattt 2011 City Page 4 of 4 • -- w City of Tukwila nl �y Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov RECEIPT • Parcel No.: 9202470010 Permit Number: D12-375 Address: 1021 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 11/30/2012 Applicant: BODY SHOP, THE Issue Date: Receipt No.: R13 -00586 Payment Amount: $130.50 Initials: WER Payment Date: 01/28/2013 11:49 AM User ID: 1655 Balance: $0.00 Payee: MID AMERICA CONSTRUCTION TRANSACTION LIST: Type Method Descriptio Amount Payment Check 2973 130.50 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 126.00 640.237.114 4.50 Total: $130.50 doc: Receiot -06 Printed: 01 -28 -2013 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.TukwilaWA.gov RECEIPT Parcel No.: 9202470010 Permit Number: D12-375 Address: 1021 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 11/30/2012 Applicant: BODY SHOP, THE Issue Date: Receipt No.: R12 -03222 Payment Amount: $81.90 Initials: JEM Payment Date: 11/30/2012 10:32 AM User ID: 1165 Balance: $130.50 Payee: COMMERCIAL PERMIT GROUP, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 2584 81.90 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 81.90 Total: $81.90 (inn. RAnAint -OR Printari• 11 -30 -9019 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISI 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 £ R2 -3Tt.5 Proje Typ ffInspectyidn: 1 Address: I od2i 1 Sc kAA-1( Date Called: Special Instructions: Sr-Of h 61— �J J Date Wanted:_. Z c— 1 a.m p Requester: Phone No: .. I-563 /) Approved per applicable codes. El Corrections required prior to approval. COMMENTS: &ti--y(e)R" -y ce Inspector: akk Date n REINSPECTION FEERE:UIR D. Prior to next inspection. fee must be , paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ERMIT COORD cOPP PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -375 DATE: 11/30/12 PROJECT NAME: BODY SHOP, THE SITE ADDRESS: 1021 SOUTHCENTER MALL • X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: trlirmi.Cte <t1 Building Division inA Public Works n FrP VL, i212, Fire Prevention Structural Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ DUE DATE: 12/04/12 Not Applicable ❑ Comments: Permit Center Use Only. . INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route ly1 REVIEWER'S INITIALS: DATE: Structural Review Required ❑ No further Review Required ❑ APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 01/01/13 Not Approved (attach comments) ❑ DATE: Perinit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Contractors or Tradespeople Peter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with LW 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. Business and Licensing Information Name MID AMERICA CONST if DESIGN LLC UBI No. 603183360 Phone 4053874235 Status Active Address 4408 S May Avenue License No. MIDAMAC881 DA Suite /Apt. License Type Construction Contractor City Norman Effective Date 3/4/2012 State OK Expiration Date 3/4/2014 Zip 73072 Suspend Date County Out Of State Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date INCORP SERVICES INC Agent 03/01/2012 SEABOURN, MICHAEL BENJAMIN Partner /Member 03/01/2012 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 RLI Ins Co LSM0348618 02/27/2012 Until Cancelled $12,000.00 03/01/2012 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 1 Essex Ins Co MAP000000206 03/04/2012 03/04/2013 $1,000,000.00 03/01/2012 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period Infractions /Citations Information No records found for the previous 6 year period https: // fortress .wa.gov /lni/bbip/Print.aspx 01/28/2013 SYMBOLS LEGEND XXX XXX ROOM NAME KEYED NOTE DOOR NUMBER PARTITION TYPE ELEVATION REFERENCE 1 SECTION REFERENCE DETAIL REFERENCE FLOOR TRANSITION TYPE ABBREVIATIONS AFF AHU AL BD BLKT CJ CLG COL CONC CONT CPT CT C/L DBL DF DIA DIM DN EA ELEC ELEV /EL EQ EXIST FD FE FF GALV GYP. BD. HC HDW HM HVAC INFO INSUL MAS MAX ABOVE FINISH FLOOR AIR HANDLING UNIT ALUMINUM BOARD BLANKET CONTROL JOINT CEILING COLUMN CONCRETE CONTINUOUS CARPET CERAMIC TILE CENTER LINE DOUBLE DRINKING FOUNTAIN DIAMETER DIMENSION DOWN EACH ELECTRICAL ELEVATION EQUAL EXISTING FLOOR DRAIN FIRE EXTINGUISHER FINISH FLOOR GALVANIZED GYPSUM BOARD HANDICAPPED HARDWARE HOLLOW METAL HEATING, AIR CONDITIONING, & VENT INFORMATION INSULATION MASONRY MAXIMUM MECH MECHANICAL MIN MINIMUM MTL METAL NA NOT APPLICABLE NIC NOT IN CONTRACT NOM NOMINAL NTS NOT TO SCALE 0.A.H. OVER ALL HEIGHT 0.A.L. OVER ALL LENGTH OC ON CENTER OPP OPPOSITE PLYWD PLYWOOD PREFAB PREFABRICATED PT PAINT QT QUARRY 11LE R RISER RADIUS REF REFERENCE REINF REINFORCE REQ'D REQUIRED RO ROUGH OPENING SIM SIMILAR SPEC SPECIFICATION SS STAINLESS STEEL STL STEEL STOR STORAGE SUSP SUSPENDED T TREAD TELE TELEPHONE TYP TYPICAL UNO UNLESS NOTED OTHERWISE VCT VINYL COMPOSITION TILE VERT VERTICAL V.O. VISUAL OPENING WC WATER CLOSET WD WOOD W/ WITH CODE DATA STORE N0. 1126 -SPACE N0. 128 2800 SOUTHCENTER MALL - TUKWILA, WA APPLICABLE CODES BUILDING CODE: WASHINGTON STATE BUILDING CODE (IBC 2009) PLUMBING CODE: WASHINGTON STATE BUILDING CODE (UPC 2009) MECHANICAL CODE: WASHINGTON STATE BUILDING CODE (IMC 2009) ELECTRICAL CODE: WASHINGTON STATE ELECTRICAL SAFETY STANDARDS (NEC 2008) FIRE /LIFE SAFETY: WASHINGTON STATE BUILDING CODE (IFC 2009) ACCESSIBILITY: WASHINGTON STATE BUILDING CODE (ICC /ANSI A117.1 2003) ENERGY CONSERVATION: WASHINGTON STATE ENERGY CODE CODE STATISTICS OCCUPANCY CLASSIFICATION: USE GROUP M (MERCANTILE) CONSTRUCTION CLASSIFICATION: TYPE IIB INTERIOR FINISHES EXIT ACCESS CORRIDORS: CLASS C OTHER SPACES: CLASS C FIRE PROTECTION SYSTEM AUTOMATIC SPRINKLER SYSTEM: REQUIRED FIRE ALARM DEVICES: REQUIRED MEANS OF EGRESS SALES FLOOR AREA: 682 S.F. STOCK ROOM /RESTROOM AREA:, 176 S.F. OCCUPANT LOAD: 21 NUMBER OF EXITS: 1 MAX. TRAVEL DISTANCE: 250' MAX. COMMON PATH OF TRAVEL: 75' PLUMBING FACILITIES PLUMBING FIXTURES REQUIRED WATER CLOSETS: 1* LAVATORIES: 1* URINALS: 0 DRINKING FOUNTAINS: 1 HI —LO* UTILITY SINKS: 1* * REQUIREMENT MET BY CENTRAL MALL FACILITIES MINIMUM REQUIRED MANEUVERING CLEARANCE AT DOOR SEPARATE PERMIT REQUIRED FOR 0 0 DPI !8 Gas Piplrp City of Tukwila ,BUILDING DIVISION EGRESS PATH FROM MOST REMOTE POINT (TRAVEL DISTANCE =56') 0 _I - - - AEUES - - - - - _ POD -LOGO/ Q" WALL MAKEUP ALL VALUES 7 "OA 121 El CB 1111 El CI 11211 El III El ME El CIE In En 1111 In MI cm BE is Ta 1=o1=T,x COMMUNflY LaMirMilli rliMICAMir 1.1". WHIM •MirMi WALL WI♦IW�IC�1♦ W(♦Iw�IWl♦IW(♦Iwl♦I BUS STOP SIGN NOTES: 1. SEE SHEET A6.1 FOR ACCESSIBILITY INFORMATION FOR RESTROOM 2. SEE STORE LOCATION PLAN FOR CONTINUATION OF EGRESS PATH THROUGH COVERED MALL. PLAN NORTH I 1 EGRESS & ACCESSIBILITY PLAN SCALE: 1 /8 " =1' -0" RESPONSIBILITY SCHEDUL - O 0 J 1- p TENANT VENDOR TENANT CONTR. 1- a TENANT VENDOR TENANT CONTR. EXISTING TO REMAIN NOT APPLICABLE EXTERIOR/BUILDING SHELL TEMPORARY BARRICADE & GRAPHICS 0 GRAPHICS PROVIDED BY TENANT TENANT CONTRACTOR TO PROVIDE PHOTOS TO TENANT IMMEDIATELY AFTER INSTALLATION MALL BULKHEAD OR EXTERIOR SIGN FASCIA 0 SEE PLAN . /TRIM STOREFRONT BASE (EXTERIOR /MALL SIDE) 0 COILING GRILLE /SUPPORT POSTS /HARDWARE • STOREFRONT DOORS /FRAMES /HARDWARE 0 0 REAR DOOR /FRAME /HARDWARE 0 INTERIOR CONSTRUCTION & FINISHES MALL FLOORING • 0 MATERIAL PER LANDLORD SPECIFICA1ONS; EXTEND EXISTING AS INDICATED SALES AREA FLOORING TENANT CONTRACTOR IS RESPONSIBLE TO PLACE & QUAUFY ORDER WITH TENANT VENDOR STOCK ROOM /OFFICE FLOORING 0 0 0 TOILET ROOM FLOORING STOCK ROOM /OFFICE DOOR /FRAME /HARDWARE 0 TOILET ROOM DOOR /FRAME /HARDWARE 0 STOCK ROOM /OFFICE WALL 0 0 0 SEE PLAN TOILET ROOM WALLS SALES AREA CEILING /SOFFITS STOCK ROOM /OFFICE CEILING 0 0 0 SEE PLAN TOILET ROOM CEILING 0 SALES AREA BASE 0 0 TENANT CONTRACTOR IS RESPONSIBLE TO PLACE & QUAUFY ORDER WITH TENANT VENDOR STOCK ROOM /OFFICE BASE SEE PLAN TOILET ROOM BASE 0 SALES AREA COLUMN ENCLOSURES • PAINT 0 TENANT CONTRACTOR TO CONFIRM COLORS WITH TENANT FAUX BRICK PANELS FIXTURES & ACCESSORIES SALES AREA FIXTURES /TABLES /CASHWRAP • 0 UNLOADING OF FIXTURES BY TENANT CONTRACTOR STOCK SHELVING FIXTURES 0 0 STOCK ROOM /OFFICE DESK, SHELVING, STANDARDS MIRRORS TOILET ROOM AND OFFICE ACCESSORIES SAFE /REFRIGERATOR /MICROWAVE /CHAIR FIRE EXTINGUISHERS INTERIOR SIGNAGE PLUMBING & MECHANICAL PLUMBING FIXTURES WATER HEATER PLUMBING PIPING /VALVES /HARDWARE SPRINKLER HEADS /PIPE DROPS SPRINKLER MAIN /BRANCH PIPING HVAC DIFFUSERS /GRILLES /EXHAUST FANS HVAC DUCTWORK /CONTROLS HVAC UNITS ELECTRICAL SALES AREA LIGHT FIXTURES STOCK ROOM /OFFICE LIGHT FIXTURES TOILET ROOM LIGHT FIXTURES ELECTRICAL RECEPTACLES /WIRING /CONDUIT /CONTROLS ELECTRICAL PANELS /TRANSFORMERS /DISCONNECTS ELECTRIC SERVICE /METER SOUND SYSTEM /COMPONENTS 0 0 0 0 0 0 0 • • • • • • • • • • 0 0 0 0 0 0 0 0 0 0 0 0 0 0 • • 0 0 0 SEE PLAN WALL — MOUNTED LOGO BY SIGNAGE VENDOR SEE SPRINKLER DRAWINGS BY OTHERS SEE HVAC PLAN SEE HVAC PLAN UNLOADING OF FIXTURES BY TENANT CONTRACTOR SEE PLAN SEE PLAN FLOOR OUTLETS PROVIDED BY LIGHTING VENDOR SPEAKERS /WIRING 0 0 FIRE ALARM DEVICES /WIRING • • TELEPHONE /DATA WIRING & RECEPTACLES PROJECT DIRECTORY TENANT THE BODY SHOP 5036 ONE WORLD WAY WAKE FOREST, NC 27587 CONTACT: SCOTT WOOSLEY PHONE: 919- 554 -8264 FAX: 919 - 554 -4428 Scott.Woosley@thebodyshop.com ARCHITECT ARCHITECTURAL GROUP INTERNAT'L 15 WEST SEVENTH STREET COVINGTON, KY 41011 CONTACT: QUIN WICHMANN PHONE: 859 - 261 -5400 FAX: 859 - 261 -5530 qwichmonn@agi—us.com MECHANICAL /ELECTRICAL ENGINEER KLH ENGINEERS 1538 ALEXANDRIA PIKE SUITE 11 FT. THOMAS, KY 41075 CONTACT: PHONE: 859 - 442 -8050 FAX: 859 - 442 -8058 ®klhengrs.com STORE FIXTURE VENDOR IDX 110 TECHNOLOGY JEFFERSONVILLE, IN 47130 CONTACT: ROB POWERS PHONE: 812- 280 -0000 EXT. 8812 rpowers@idxIouisville.com LIGHT FIXTURE VENDOR LOEB ELECTRIC 915 WILLIAMS AVENUE COLUMBUS, OH 43212 CONTACT: DOUG HAMRICK PHONE: (614) 421 -3369 dhamri@loebelectric.com TRAFFIC COUNTER VENDOR ST. MICHAEL STRATEGIES 701 SALABERRY, SUITE 201 CHAMBLY, QC CANADA J3L1R2 CONTACT: TRACY SMITH PHONE: 450 - 658 -5148 EXT. 246 1- 888 - 726 -4782 LANDLORD WESTFIELD, LLC 2800 SOUTHCENTER SEATTLE, WA 98188 CONTACT: SCOTT PRIESTER PHONE: 206 - 802 -6070 MOBILE: 323 - 578 -3849 BUILDING DEPARTMENT TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 SOUTHCENTER BLVD. — 1/100 TUKWILA, WASHINGTON 98188 DAVE LARSON PHONE: 206 - 431 -3678 FLOORING VENDOR ASSOCIATED /ACC INTERNATIONAL, LTD. 306 MAIN STREET 1ST FLOOR MILLBURN, NJ 07041 CONTACT: JOANNA MARC-ZAK PHONE: 973 - 376 -1111 EXT. 212 FAX: 973 - 376 -1146 jmarczak ®associn t. corn SIGNAGE VENDOR HILTON DISPLAYS CONTACT: WAYNE RHODES' PHONE: 864 - 233 -0401 EXT. 219 FAX: 864 - 242 -2204 www.hiltondisplays.com SOUND SYSTEM VENDOR MOOD MUSIC 7825 FAY AVE STE LL —A La JOLLA, CA 92037 DIRECTOR OF OPERATIONS CONTACT: NICK COCCHIOLA PHONE: 858 - 362 -2318 nick.cocchiola@moodmedia.com PHONE /DATA WIRING VENDOR GRANITE 100 NEWPORT AVENUE EXTENSION QUINCY, MA 02171 CONTACT: RYDER O'HARE PHONE: 617 - 532 -7427 rohare @granitenet.com SIONS No fiat! rn de to the of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. REVIEWED FOR, CODE COMPLIANCE APPROVED DEC 14 2012 • Ci BUILDING ISIO� DRAWING INDEX DRAWING NUMBER DRAWING NAME ISSUED TO LANDLORD ISSUED FOR PERMIT A0.1 COVER SHEET 11/12/2012 11/12/2012 A0.2 DEMOLITION PLANS 11/12/2012 11/12/2012 A1.1 FLOOR PLAN 11/12/2012 11/12/2012 A2.1 FIXTURE PLAN 11/12/2012 11/12/2012 A3.1 REFLECTED CEILING PLAN 11/12/2012 11/12/2012 A4.1 STOREFRONT ELEVATIONS 11/12/2012 11/12/2012 A5.1 INTERIOR ELEVATIONS 11/12/2012 11/12/2012 A5.2 INTERIOR ELEVATIONS 11/12/2012 11/12/2012 A6.1 FINISH SCHEDULE & RESTROOM PLAN 11/12/2012 11/12/2012 A7.1 SPECIFICATIONS 11/12/2012 11/12/2012 A7.2 SPECIFICATIONS 11/12/2012 11/12/2012 A7.3 SPECIFICATIONS 11/12/2012 11/12/2012 P1.1 PLUMBING PLAN 11/12/2012 11/12/2012 M1.0 HVAC DETAILS 11/12/2012 11/12/2012 M1.1 HVAC PLAN 11/12/2012 11/12/2012 E1.0 ELECTRICAL DETAILS 11/12/2012 11/12/2012 E1.1 LIGHTING PLAN 11/12/2012 11/12/2012 E1.2 POWER PLAN 11/12/2012 11/12/2012 FILE COPY fts Plan review approval Is Approval oI violation of any q approved i� ,�b City OtlUkwlla 6UILDIPIG DIVISION RECE VE CITY OF TUKWILA WILA NOV G "2012 PERMIT CENTER s�rxt��f;�'• . Fi'rfaux uo' v • 2 • Zy ... z":: 0a yt< PLAN NORTH STORE LOCATION PLAN SCALE: NONE PLAN NORTH VICINITY MAP SCALE: NONE )0.11 Ern ARCHITECTURAL GROUP I NTERNATIONAL '15 ` ✓VEs.r sENE NT 1.1 STR!: €:1 C OV I N GTO KENTUCKY 4 'I 011 PH859-261-5400 0 I'AX 859-261.5530 This drawing is the property of ARCHITECTURAL GROUP INTL and is not to be reproduced or copied in whole or in part It is only to be used for the project and site specifically Identified herein and is not to be used on any other project. It Is to be returned upon request. Scales as stated hereon are valid on the original drawing only. Contractor shall carefully review all dimensions and conditions shown hereon and at once report to the Architect any error, inconsis- tancy or omisslon he may dlscover. Revisions: Mark Date By Description Issued 11/12/2012 CML ISSUED FOR FINAL LANDLORD /PERMIT APPROVAL n n r O z ct w co ILI 0 1 1 1 0 LLI CI) CC 0 1— (0 Architect's Project No. 110912 Title COVER SHEET Sheet No. A0.1 WALL SHEATHING (SEE PARTITION TYPES) METAL TRACK STEEL DOOR FRAME -746" CV TYPICAL HEAD DETAIL I 3 " =1' -0" CV WALL SHEATHING (REFER TO PARTITION TYPES) STEEL DOOR FRAME LOCK —IN STEEL STUD — - ANCHORS Sc ADJUSTABLE BASE ANCHOR 2" L,4„ (2) METAL STUDS TYPICAL JAMB DETAIL 3 " =1, -0" 3 %" METAL STUD BRACES 0 4r O.C. FASTENED TO STRUCTURE ABOVE CEILING (SEE PLAN) 3i" METAL STUDS 0 16" O.C. SALES AREA %" GYPSUM DRYWALL 45° MAX. METAL TRACK FASTENED TO SLAB W/ 346 "x 1 Y4" HWH TAPCON ANCHORS 0 32" O.C. TOP OF SLAB BOTTOM OF ROOF DECK OR FLOOR SLAB DEFLECTION HEAD TRACK %" GYPSUM DRYWALL STOCK ROOM /OFFICE NOTE: GYPSUM DRYWALL IS OMITTED FROM PARTITION FACES THAT ARE NOT EXPOSED TO OCCUPIABLE SPACE. WALL TYPE 1"=1 0" R OPENING SCHEDULE OPENING NUMBER DOOR SIZE FRAME MATERIAL FRAME DETAILS DOOR MATERIAL DOOR TYPE HARDWARE SET LABEL NOTES 2 BY DOOR MFR MORTISE CYLINDER 2 BEST 01 (2) 3' —O" X 9' -8" — — GLASS ALL —GLASS A — 6" TALL BOTTOM RAILS; DOOR THICKNESS DETERMINED BY MFR. 02 3' —O" X 7' -0" X 13/4' H.M. 1, 2 WD —SC FLUSH B — 03 2' -4" X 7' -0" — — - — — — EXISTING DOOR, FRAME, & HARDWARE 04 3' -0" X 7' -0" — — — — — — EXISTING DOOR, FRAME, & HARDWARE HARDWARE SCHEDULE SET ITEM QTY MANUFACTURER MODEL FINISH NOTES A FLOOR BOLT 2 BY DOOR MFR MORTISE CYLINDER 2 BEST 7 —PIN BY DOOR MFR PIVOT SET 2 BY DOOR MFR PATCH FITTING 3 P -5 BY DOOR MFR; FOR TOP PIVOTS AND CENTER STOP DUST PROOF FLOOR STRIKE 4 BY DOOR MFR; FOR USE IN BOTH OPEN AND CLOSED POSITIONS PUSH /PULLBAR 2 EA. ROCKWOOD OR EQUAL RM323 313 24" PUSH /PULLBAR FLOOR STOP 2 IVES FS444 626 B HINGE 3 IVES 5BB1HW 4.5 X 4.5 652 PULL HANDLE 1 IVES 8103 -8 —US32D 630 PULL PLATE 1 IVES 8300 -8 —US32D -4X16 630 PUSH PLATE 1 IVES 8200 —US32D -4X16 630 SURFACE CLOSER 1 LCN 4041 689 MOUNTED ON STOCKROOM SIDE FLOOR STOP 1 IVES FS441MS 630 KICKPLATE 2 IVES 8400 36" X 34" 630 SILENCER 3 IVES SR64 GREY REVIEWED FOR CODE gPPRO CE VEI� DEC 14 2012 City of Tukwila BUILDING DIVISION 53' -7Y" ± GENERAL NOTES 1. UNHATCHED WALLS ARE EXISTING (TO REMAIN); HATCHED WALLS ARE NEW. 2. WALL NUMBERS INDICATED REFER TO WALL TYPES ON THIS SHEET. 3. DIMENSIONS TO WALLS ARE TO FACE OF DRYWALL EXCEPT AS INDICATED. 4. DOOR OPENING NUMBERS INDICATED REFER TO DOOR OPENING SCHEDULE ON THIS SHEET. 5. FINISHES ARE AS INDICATED ON ROOM FINISH SCHEDULE ON SHEET A6.1, EXCEPT AS INDICATED OTHERWISE ON PLAN OR ELEVATIONS. 6. TILE FLOORING PATTERN IS CENTERED BETWEEN PRIMARY BOUNDARY WALLS OF ROOM,- EXCEPT AS INDICATED OTHERWISE ON PLAN. 7. FLOORING 'TRANSITION NUMBERS INDICATED REFER TO DETAILS ON SHEET A6.1 8. JOINTS BETWEEN FLOOR TILE AND ALL FLOOR PENETRATIONS ARE TO BE SEALED WITH LATEX CAULK (TO MATCH GROUT). 9. ALL TILED WALL BASE CORNERS TO BE MITRED WHERE APPLICABLE. 10. ALL MATERIALS MUST BE INSTALLED TO THE BODY SHOP SPECIFICATIONS AND STANDARDS. ANY ITEMS NOT INSTALLED TO THE BODY SHOP STANDARDS WILL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE BODY SHOP. 11. TENANT CONTRACTOR TO INVENTORY AND TRACK ALL TENANT — SUPPLIED MATERIAL. KEYED NOTES 11 2 El I 4 5 6 0 8 EXISTING PLUMBING FIXTURE. NOT USED. NOT USED. NOT USED. NOT USED. NOT USED. EXISTING ELECTRIC /TELEPHONE GEAR. NOT USED. I I NOT USED. STOREFRONT GLAZING /FRAMING (SEE SHEET A4.1). 10 11 NOT USED. 14 15 16 MALL FLOORING (EXTEND OR MODIFY AS REQUIRED FOR FLOOR TRANSITION DETAIL). SLAB PENETRATION FOR FIXTURE POWER /DATA (SEE ELECTRICAL DRAWINGS) CONTRACTOR TO VERIFY SLAB CONDITION /FIRE RATING FOR LIGHTING VENDOR. JOINT BETWEEN FLOOR TILE AND PENETRATION IS TO BE SEALED WITH LATEX CAULK (TO MATCH GROUT). NOT USED. TILE FLOORING (T -1) PERPENDICULAR EDGE BOARD. W3" GYPSUM DRYWALL ON METAL FURRING 0 16" O.C. TO 6" ABOVE CEILING (FURRING DEPTH AS REQUIRED FOR FLUSH TRANSITION WITH ADJACENT DRYWALL. 4 -53/ ± 5' -7Y "f // . 42' -43/ "f ,, ..,.....:.� .:. <, ...,. / / 2'-0" / % /TYP. 1' —O" 1 TYP. TOILET ROOM 1 1 1 1 I 1 1 1 1 _I 1 I _..1....__.. 1 5',17.2 1 1 1 11 I 1 _ 11.9'•- 18Y2'1 1 .. 1 I 1 ..._...... 1 1 I 1 1 1 1 __.... 4— — — . 1 I I _. I lr_._._.. 1 T 1 1 I 1 1 1 1......1 1 1[ 1W�.. 1 1 1 L 1 -1.. -...._......1........... 1 1 1 - .__... ^ -_.. .A4.1. 1 1 1 1 1 T- 1....__1....._...1 {'j' 1 1_ 1 1.. 1 1. 1 1 1 1 1- 1 1 1 1..._...._.__...1....__... _.. TL_. 1_...__..._...__1. - . __ 1...._........___ l _........... 1.... 1 1 I 1 I __.I..._ 1 1 IT mtabstaar 1 1_.__. 1_.. _. 1 1 1 1 1__ L1..... .._....._......1..___....__.__1 ...._..... 1 1 �1 .1._. 1 1 1 1 1 STOCKROOM /OFFICE 1 �1 I v..1.W._ 1 il 1 /1- - ..__.... _ 1 .1 A E F �.__.1.. 1... gif 1......... 1 1 1 �.�..1 � .._ 1 1 1 �1 1 l 1 1 1. _.._. I 1 1 1 1..... ___I ___ i _ _ L 1_ _ 1-1 1 1 1 1.. __. _. .1 1 1..._ 1 1 1 1 __ -1 -- .1 1 1 1 1 1 1 f 1. 1 _.__ 1 ( I [... l 1 .-1 ..__ _L._ _..._._1._.__.......... I _._...1.__ ..L__ _1- 1..__......_...._..1.__.�._ 1 _......_.._..1.._._.. 1 _. I -1 1 1 I --T 1 v.l..__.. 1 1 I ,1 1_..._.... 1.... ......_I._........1..._......1_ 1__._....1 1 1 1( 1 _1 1 1 1 I, ink wirmr ..__.. 1..�1 1_ 1- 1 -1 1 1 1 1 I _ _ l._ _ A A- _1 ©w. 1 bP37 Saw PLAN NORTH C11) 1 /4" = 1' -0" RECEIVED CITY OF TUKWILA NOV 3 G 2012 PERMIT CENTER FLOOR PLAN MIN ARCHITECTURAL GROUP, 1 NTERNATIONAL l5tLS7 SEVENTH ST?I:T COVINGIOr,l, Kf.MUCKY 4:011 PH 859-261 400 f'A;:859 -26I -5530 Thls drawing Is the property of ARCHITECTURAL GROUP INT'L and is riot to be reproduced or copied In whole or In part. It Is only to be used for the project and site specifically Identified herein and is not to be used on any other project. It Is to be retumed upon request. Scales as stated hereon are valid on the original drawing only. Contractor shall carefully review all dimensions and conditbns shown hereon and at once report to the Architect any error, inconsis- tancy or omission he may discover. Revisions: Mark Date Issued By DescrIption 11/12/2012 CML ISSUED FOR FINAL LANDLORD /PERMIT APPROVAL n n CD N Z 1� V LLI � W L=JIc=, C N V 15 d Z W 0 w I H H Cr J W H Z W U Z H O • Architect's Project No, 110912 Title FLOOR PLAN Sheet No. A1.1 • .. - • -• •- - -W -• -- SYMBOL FIXTURE NOTES SYMBOL FIXTURE NOTES SYMBOL FIXTURE NOTES SUPPLIED BY TENANT FIXTURE VENDOR; INSTALLED BY TENANT CONTRACTOR. T 'o' - -: - ENANT FIXTURE VENDOR; INSTALLED : TENANT CONTRACTOR. MODULAR WALL FIXTURE SUPPLIED BY TENANT FIXTURE VENDOR; INSTALLED BY TENANT CONTRACTOR. NUMBER OF SHELVING SECTIONS, UPRIGHTS, & CABINETS ARE AS INDICATED ON DRAWINGS. 16 "X55 "X24" WINDOW TABLE W1 T1 MODULAR W• loom------- - LOW SUPPLIED BY TENANT .1 ' ' •: •• ; NSTALLED : ' . = • • 1 'ACTOR. NUMBER OF SHELVING - " " IGHTS, & CABINETS ARE AS INDICATED • I • = • ' - - 16 "X30 "X23" FLOOR DISPLAY NESTING TABLES SUPPLIED BY TENANT FIXTURE VENDOR; INSTALLEC BY TENANT CONTRACTOR. MR I�.�.�:... BY TENANT FIXTURE VENDOR; W2 T2 1 1 ED BY TENANT CONTRACTOR. MODULAR WALL FIXTURE TABLE EXTENSION SUPPLIED BY TENANT FIXTURE VENDOR; INSTALLED BY TENANT CONTRACTOR. NUMBER OF SHELVING SECTIONS, UPRIGHTS, & CABINETS ARE AS INDICATED ON DRAWINGS. W5 SUPPLIED BY TENANT FIXTURE VENDOR; INSTALLED BY TENANT CONTRACTOR. WINDOW POSTER SUPPLIED BY TENANT FIXTURE VENDOR; INSTALLEC BY TENANT CONTRACTOR. TENANT CONTRACTOR TO CUT RODS TO FIT POSTER SIZE 26 "X85 "X29" FLOOR DISPLAY NESTING TABLES T3a POSTER MODULAR AiIa' FIXTURE SUPPLIED BY TENANT -' �'; NSTALLED e , , • , •'TRACTOR. NUMBER OF SHELVING _ ' ' GHTS, & CABINETS ARE AS INDICATED •1 r= .. CASHWRAP SUPPLIED BY TENANT FIXTURE VENDOR; INSTALLEC BY TENANT CONTRACTOR. W3 SUPPLIED BY TENANT FIXTURE VENDOR; INSTALLEC BY TENANT CONTRACTOR. CA1 36 "X95 "X35" FLOOR DISPLAY NESTING TABLES T4a --I MODULAR £JI'I ,: FIXTURE SUPPLIED BY TENANT . 1.' • I,'; NSTALLED ��TRACTOR. NUMBER OF SHELVING ' :' - ': GHTS, Sc CABINETS ARE AS INDICATED 1' I' • -- W4 1 CAS ' ► . " i BY TENANT FIXTURE VENDOR; INSTALLED BY TENANT CONTRACTOR. 48 "X59 "X35" FLOOR DI •�■•• - NESTING TABLES - _ . - 1 BY TENANT FIXTURE VENDOR; INSTALLEC BY TENANT CONTRACTOR. CA2 __ T5 M1 1 I MAKE UP WALL FIXTURE SUPPLIED BY TENANT FIXTURE VENDOR; INSTALLEC BY TENANT CONTRACTOR. NUMBER OF SHELVING SECTIONS, UPRIGHTS, & CABINETS ARE AS INDICATED ON DRAWINGS. 96" TALL STOCK SHELVING ULINE WIDE SPAN STORAGE RACKS SIZE AS INDICATED ON PLAN; PROVIDED BY TENANT CONTRACTOR S__X__ 20 "X57 "X42" FLOOR 1 ��'�^ NESTING TABLES .. ENANT FIXTURE VENDOR; INSTALLEC :Y TENANT CONTRACTOR. Tg s _x_ - ROLLING SHELVING E -Z RECT , A - '• = I CATED60N OPLAN; PROVIDED AND INSTALLED B ! t It CTOR M2 COSMETIC STOOL SUPPLIED BY TENANT FIXTURE VENDOR; INSTALLEC BY TENANT CONTRACTOR. 1 CS MAKE UP WALL FIXTURE S '_ • :Y TENANT FIXTURE VENDOR; INSTALLEC BY TENANT • ' " • OR. NUMBER OF SHELVING SECTIONS, UPRIGHTS, : - : ETS ARE AS INDICATED ON DRAWING . LOCKER PROVIDED AND INSTALLED BY TENANT CONTRACTOR. CART SUPPLIED BY TENANT FIXTURE VENDOR; INSTALLEC BY TENANT CONTRACTOR. - CT V1 V2 VALUES WALL SUPPLIED BY TENANT FIXTURE VENDOR; INSTALLED STOCK SHELVING UNIT WITH ACCESORIES ACCESSORIES INCLUDE SAFE, REFRIGERATOR AND MICROWAVE. ITEMS INDICATED ON PLANS /ELEVATIONS SUPPLIED BY TENANT FIXTURE VENDOR; INSTALLEC BY TENANT CONTRACTOR. S48x24 F1 ACHIEVEMENTS FRAME U BY TENANT CONTRACTOR. ' SUPPLIED BY TENANT FIXTURE VENDOR; INSTALLED BY TENANT CONTRACTOR. MANAGERS DESK AND CHAIR DESK PROVIDED AND INSTALLED BY TENANT CONTRACTOR; CHAIR PROVIDED BY TENANT. C1 C2 COMMUNITY SUPPLIED BY TENANT FIXTURE VENDOR; INSTALLED IMPULSE UNIT IM I� _— — i I WALL BY TENANT CONTRACTOR. f 1 STEEL ANGLE POST 1 X 4 WOOF CLEAT FASTENED TO WALL STUDS ©16" O.C. WITH (2) TYPE S OVAL HEAD SCREWS (TYP.) STEEL CHANNEL SHELF SUPPORT (TYP.) FACE OF WALL POST FASTENED TO CLEA WITH (2) TYPE S BUGLE HEAD SCREWS (TYP.) WOOD SHELF 4' -5%" 4 5' -7y2 ± 53'-7)/4"± 42' -4%8'f GENERAL NOTES 1. FIXTURE DETAILS AND ASSEMBLY INSTRUCTIONS ARE INDICATED ON VENDOR SHOP DRAWINGS. 2. FIXTURE LOCATIONS ARE AS INDICATED, PROVIDE MINIMUM 3' -0" CLEARANCE BETWEEN ALL SALES FLOOR FIXTURES. 3. ADDITIONAL FIXTURE INFORMATION IS INDICATED ON ELEVATIONS. 4. DIMENSIONS FROM WALL FIXTURES ARE TAKEN FROM FACE OF BASE CABINET. 5. ALL DIVIDERS ON WALL FIXTURES ARE TO BE REMOVABLE. 6. ALL MATERIALS MUST BE INSTALLED TO THE BODY SHOP SPECIFICATIONS AND STANDARDS. ANY ITEMS NOT INSTALLED TO THE BODY SHOP STANDARDS WILL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE BODY SHOP. 7. TENANT CONTRACTOR TO INVENTORY AND TRACK ALL TENANT- SUPPLIED MATERIAL. 8. JOINT BETWEEN BASE OF PERIMETER FIXTURES AND FLOOR TILE IS TO BE SEALED WITH LATEX CAULK TO MATCH COLOR OF FLOOR TILE. 9. TENANT CONTRACTOR TO PROVIDE AND ATTACH NYLON CABLE CLAMPS AT ALL DISPLAY FIXTURES. INSTALL AS REQUIRED TO SECURE CABLE WITHIN BAY FRAMES IN WALL AND FLOOR FIXTURES (APPROXIMATELY TWO PER FRAME). CABLE CLAMP TO BE RICHCO- SCREW MOUNT CABLE CLAMP #911 -3041, N" DIAMETER OR EQUAL. KEYED NOTES 1 4 6 7 9 10 m COAT HOOK ® 48" ABOVE FLOOR (SEE ACCESSORIES SPECIFICATIONS). FIRE EXTINGUISHER (2A 10B C- RATED). NOT USED. NOT USED. DESK AND SHELVES (SEE ELEVATION). 1' -6" X 5' -0" FRAMELESS MIRROR MOUNTED TO INSIDE FACE OF DOOR. BOTTOM OF MIRROR AT 1' -0" A.F.F. CHAIR 8 "X14" WOOD SHELF WITH FIXED BRACKETS, MOUNTED AT 7' -O" ABOVE FLOOR. LOCKERS (SEE ACCESSORIES SPECIFICATIONS). REFRIGERATOR AND MICROWAVE (SEE ELEVATION) SAFE (SEE ELEVATION). 24 "x 36" CORKBOARD MOUNTED 4' -0" AFF REVIEWED FOR CODE COMPLIANCE APPROVED DEC 14 2012 City of Tukwila BUILDING DIVISION TOILET ROOM. aI V , ; px TOMM:::::::~2§ milime El :44: POD -LOGO/ VALUES MAKEUP WALL STOCKROOM /OFFICE SALES AREA MILLWORK PIECE PROVIDED BY FIXTURE VENDOR COMMUNITY WALL W1 BUS STOP SIGN PLAN NORTH FIXTURE PLAN 1/4" = 1' -0" R VCEi1VED CITYO TUKWttA NOV 3G2012 PERMIT CENTER NEI X011. ARCHITECTURAL GROUP I NTERNATIONAL 15 ` :S:1: SEVENTH Si E :E:T `cV1N TO N KE:NE.JCKY 4 '1(J11 r0 � i 55 ;'}� {z.'i.`.'ir- Zr.'i•i•.�4Jv FAX 551�•!vl •3 z:7 This drawing is the property of ARCHITECTURAL GROUP INTL and is not to be reproduced or copled In whole or h part. It is only to be used for the project and site specifically Identified herein and is not to be used on any other project. It Is to be returned upon request. Scales as stated hereon are valid on the original drawing only. Contractor shall carefully review all dimensions and condtions shown hereon and at once report to the Architect any error, inconsis- tency or omlssbn he may discover, Revisions: Mark Date By Description Issued 11/12/2012 CML ISSUED FOR FINAL LANDLORD /PERMIT APPROVAL / \ 11/26/2012 CML REVISED PER BUILDING DEPT. COMMENTS Architect's Project No. 110912 Title FIXTURE PLAN Sheet No. A2.1 PLASTIC LAMINATE COUNTERTOP COLOR: NEUTRAL 2X4 WD CLEAT FASTENED TO WALL ) "X2 "X2" METAL CLIP ANGLE %4' MDF SUPPORT PANEL )fi "X2 "X2" METAL CLIP ANGLE (TYP.) TOP OF FLOOR SLAB PLASTIC LAMINATE COUNTERTOP COLOR: NEUTRAL 2X4 WD CLEAT FASTENED TO WALL % "X2 "X2" METAL CLIP ANGLES @ 18" O.C. FACE OF WALL 11 3/4"x4" WD BLOCKING PLASTIC LAMINATE FINISHED END (COUNTERTOP ONLY) co DETAIL 1 1 /2 " =1' -0" 2' -0" 5" )fi "X2 "X2" METAL CLIP ANGLE (TYP.) A DETAIL 3j "x4" WD BLOCKING Y8 "X2 "X2" METAL CLIP ANGLE (TYP.) Y4" MDF SUPPORT PANEL TOP OF FLOOR SLAB 38' -9 %" / \ ' -2" 10' -6,V" 10'— If fl „ ft 3' -0%" 8 38' -10" ELEVATION /4 " =1' -0" WITHOUT PERIMETER FIXTURES Cf.ELEVATION /4 " =1' -0" WITHOUT PERIMETER FIXTURES 8' -5" 4' -0/" 2 8' -5" 8' -5" ELEVATION 1 /4 " =1' -0" 3' -2%" 4 / WITHOUT PERIMETER FIXTURES ELEVATION 4 26 1 /4 " =1' -0" WITHOUT PERIMETER FIXTURES REVIEWED FOR CODE COMPLIANCE APPROVED DEC 14 2012 City of Tukwila BUILDING DIVISION STANDARD STOCK SHELVING 1 /2 " =1' -0" J V w, T V f30 29 SEE PLAN I- I „.../-2 I- I V-6" k O I .. I- I r I �- 2 f I I 1 . STANDARD STOCK SHELVING 1 /2 " =1' -0" ELEVATION 1 /2 " =1' -0" GENERAL NOTES 1. FINISHES ARE AS INDICATED ON ROOM FINISH SCHEDULE ON SHEET A6.1, EXCEPT AS INDICATED OTHERWISE ON ELEVATIONS. 2. FIXTURE DETAILS AND ASSEMBLY INSTRUCTIONS ARE INDICATED ON VENDOR SHOP DRAWINGS. 3. FIXTURES ARE SHOWN DASHED, FOR CLARITY. (SEE SHEET A5.2 FOR ELEVATIONS WITH PERIMETER FIXTURES). 4. PROVIDE BLOCKING IN WALLS /CEILINGS AS REQUIRED FOR ATTACHMENT OF ALL FIXTURES, SHELVING, AND ACCESSORIES. 5. LAMINATE BASE ON FIXTURES IS TO BE MITERED AT CORNERS. 6. ALL MATERIALS MUST BE INSTALLED TO THE TENANTS SPECIFICATIONS AND STANDARDS. ANY ITEMS NOT INSTALLED TO THE TENANTS STANDARDS WILL BE REPLACED BY THE TENANT CONTRACTOR AT NO COST TO THE TENANT. 7. TENANT CONTRACTOR IS TO INVENTORY AND TRACK ALL TENANT SUPPLIED MATERIAL. KEYED NOTES il 3 6 9 10 m 14 16 18 19 20 sE 24 25 26 28 29 30 Es WALL FIXTURE (SEE FIXTURE PLAN). STOCK SHELVING (SEE FIXTURE PLAN). WALL PAINTED P-1. STOREFRONT GLAZING /FRAMING (SEE FLOOR PLAN AND SHEET A4.1). WOOD BASE (WD -1). FAUX BRICK PANELS (SEE FINISH SCHEDULE); PAINTED P -1. GLASS STOREFRONT DOORS. FLOOR FIXTURE (SEE FIXTURE PLAN). (4) 12" x 48" MDF LAMINATE SHELVES W/ ADJUSTABLE STANDARDS. UNDERSHELF MOUNTED LIGHT FIXTURE (TYPE F). DUPLEX ELECTRIC RECEPTACLE. DUPLEX ELECTRIC RECEPTACLE MOUNTED HORIZONTALLY @ 1' -5" AND 7' -1 "(TO CENTER) A.F.F. VINYL GRAPHICS APPLIED TO INTERIOR OF GLASS. TENANT CONTRACTOR TO COORDINATE WITH FIXTURE VENDOR FOR LOCATION OF WOOD BLOCKING AND SUPPORTS FOR MAKE –UP PANELS. DOOR AND FRAME PAINTED P -2. DUPLEX ELECTRIC RECEPTACLE MOUNTED HORIZONTALLY @ 1' -3" A.F.F. QUAD ELECTRIC RECEPTACLE. J –BOX FOR SOUND SYSTEM SPEAKERS. TELEPHONE /DATA RECEPTACLE (CATS). FILE CABINET (BY TENANT). SAFE (BOLTED TO FLOOR BY TENANT CONTRACTOR). COMMUNITY WALL; METAL GRAPHIC PANEL PROVIDED BY SIGN VENDOR AND INSTALLED BY TENANT CONTRACTOR. VALUES WALL; GRAPHIC FRAMES PROVIDED BY SIGN VENDOR AND INSTALLED BY TENANT CONTRACTOR. ACHIEVEMENTS FRAME PROVIDED BY SIGN VENDOR AND INSTALLED BY TENANT CONTRACTOR. METAL TRIM PANEL (P -5 FINISH). WINDOW DISPLAY POSTER (SEE FIXTURE PLAN). METAL TRIM BASE (P -5 FINISH). 24" x 48" PLASTIC LAMINATE COUNTERTOP W/ WALL CLEAT AND Y4" MDF SUPPORT PANELS. MICROWAVE OVEN (SEE ACCESSORY SCHEDULE). REFRIGERATOR (SEE ACCESSORY SCHEDULE). CORK MESSAGE BAR (SEE ACCESSORY SCHEDULE). TELEPHONE RECEPTACLE FOR SOUND SYSTEM. 18 37 S 1, -0" 17 31 28 20 (-I) ELEVATION /2 " =1' -0" CITY o TUKWILA NOV 3 0' 012 PERMIT CENTER o ARCHITECTURAL GROUP 1 NTERNATIONAL 1• \Ai,St SEVENTH SiT 1: 1' C(DVINC TON, KEl`11LiC...KY 41 0I1 .1 59 -.261 - 4Q{ f AX 59 b 1 ..55 O This drawing is the property of ARCHITECTURAL GROUP INT'L and Is not to be reproduced or copied In whole or In part It Is only to be used for the project and site specifically identified herein and Is not to be used on any other project. It Is to be returned upon request. Scales as stated hereon are valid on the original drawing only. Contractor shall carefully review all dimensions and conditions shown hereon and at once report to the Architect any error, Inconsis- tency or omission he may discover. Revisions: Mark Date By Description Issued 11/12/2012 CML ISSUED FOR FINAL LANDLORD /PERMIT APPROVAL A co r O z cr W W C C/3 W 1 0 T I r O Zo W cc 0 1- co Architect's Project No. 110912 Title INTERIOR ELEVATIONS Sheet No. A5.1 v f30 29 r- : „.../-2 I- I V-6" k / : u 17 121 lo I ELEVATION 1 /2 " =1' -0" GENERAL NOTES 1. FINISHES ARE AS INDICATED ON ROOM FINISH SCHEDULE ON SHEET A6.1, EXCEPT AS INDICATED OTHERWISE ON ELEVATIONS. 2. FIXTURE DETAILS AND ASSEMBLY INSTRUCTIONS ARE INDICATED ON VENDOR SHOP DRAWINGS. 3. FIXTURES ARE SHOWN DASHED, FOR CLARITY. (SEE SHEET A5.2 FOR ELEVATIONS WITH PERIMETER FIXTURES). 4. PROVIDE BLOCKING IN WALLS /CEILINGS AS REQUIRED FOR ATTACHMENT OF ALL FIXTURES, SHELVING, AND ACCESSORIES. 5. LAMINATE BASE ON FIXTURES IS TO BE MITERED AT CORNERS. 6. ALL MATERIALS MUST BE INSTALLED TO THE TENANTS SPECIFICATIONS AND STANDARDS. ANY ITEMS NOT INSTALLED TO THE TENANTS STANDARDS WILL BE REPLACED BY THE TENANT CONTRACTOR AT NO COST TO THE TENANT. 7. TENANT CONTRACTOR IS TO INVENTORY AND TRACK ALL TENANT SUPPLIED MATERIAL. KEYED NOTES il 3 6 9 10 m 14 16 18 19 20 sE 24 25 26 28 29 30 Es WALL FIXTURE (SEE FIXTURE PLAN). STOCK SHELVING (SEE FIXTURE PLAN). WALL PAINTED P-1. STOREFRONT GLAZING /FRAMING (SEE FLOOR PLAN AND SHEET A4.1). WOOD BASE (WD -1). FAUX BRICK PANELS (SEE FINISH SCHEDULE); PAINTED P -1. GLASS STOREFRONT DOORS. FLOOR FIXTURE (SEE FIXTURE PLAN). (4) 12" x 48" MDF LAMINATE SHELVES W/ ADJUSTABLE STANDARDS. UNDERSHELF MOUNTED LIGHT FIXTURE (TYPE F). DUPLEX ELECTRIC RECEPTACLE. DUPLEX ELECTRIC RECEPTACLE MOUNTED HORIZONTALLY @ 1' -5" AND 7' -1 "(TO CENTER) A.F.F. VINYL GRAPHICS APPLIED TO INTERIOR OF GLASS. TENANT CONTRACTOR TO COORDINATE WITH FIXTURE VENDOR FOR LOCATION OF WOOD BLOCKING AND SUPPORTS FOR MAKE –UP PANELS. DOOR AND FRAME PAINTED P -2. DUPLEX ELECTRIC RECEPTACLE MOUNTED HORIZONTALLY @ 1' -3" A.F.F. QUAD ELECTRIC RECEPTACLE. J –BOX FOR SOUND SYSTEM SPEAKERS. TELEPHONE /DATA RECEPTACLE (CATS). FILE CABINET (BY TENANT). SAFE (BOLTED TO FLOOR BY TENANT CONTRACTOR). COMMUNITY WALL; METAL GRAPHIC PANEL PROVIDED BY SIGN VENDOR AND INSTALLED BY TENANT CONTRACTOR. VALUES WALL; GRAPHIC FRAMES PROVIDED BY SIGN VENDOR AND INSTALLED BY TENANT CONTRACTOR. ACHIEVEMENTS FRAME PROVIDED BY SIGN VENDOR AND INSTALLED BY TENANT CONTRACTOR. METAL TRIM PANEL (P -5 FINISH). WINDOW DISPLAY POSTER (SEE FIXTURE PLAN). METAL TRIM BASE (P -5 FINISH). 24" x 48" PLASTIC LAMINATE COUNTERTOP W/ WALL CLEAT AND Y4" MDF SUPPORT PANELS. MICROWAVE OVEN (SEE ACCESSORY SCHEDULE). REFRIGERATOR (SEE ACCESSORY SCHEDULE). CORK MESSAGE BAR (SEE ACCESSORY SCHEDULE). TELEPHONE RECEPTACLE FOR SOUND SYSTEM. 18 37 S 1, -0" 17 31 28 20 (-I) ELEVATION /2 " =1' -0" CITY o TUKWILA NOV 3 0' 012 PERMIT CENTER o ARCHITECTURAL GROUP 1 NTERNATIONAL 1• \Ai,St SEVENTH SiT 1: 1' C(DVINC TON, KEl`11LiC...KY 41 0I1 .1 59 -.261 - 4Q{ f AX 59 b 1 ..55 O This drawing is the property of ARCHITECTURAL GROUP INT'L and Is not to be reproduced or copied In whole or In part It Is only to be used for the project and site specifically identified herein and Is not to be used on any other project. It Is to be returned upon request. Scales as stated hereon are valid on the original drawing only. Contractor shall carefully review all dimensions and conditions shown hereon and at once report to the Architect any error, Inconsis- tency or omission he may discover. Revisions: Mark Date By Description Issued 11/12/2012 CML ISSUED FOR FINAL LANDLORD /PERMIT APPROVAL A co r O z cr W W C C/3 W 1 0 T I r O Zo W cc 0 1- co Architect's Project No. 110912 Title INTERIOR ELEVATIONS Sheet No. A5.1 8' -63/" 4 ' -11y" 12' -9Y" 14' -3Y2" GRAPHICS VALUES BY TBS WALL GRAPHICS BY MIRROR AND GRAPHICS; FIXTURE VENDOR GC TO FEILD VERIFY ... lYrk11Y:WrMY� "" ', ffY11111iMs> �yY31Y1Wai NW yWti IIMaliyllr"f 'rrrYlWrYr M14/IM/YWYYl1W YE""WI""1"tYYWY"W Wf111111M"IUMMI MOM YYYYi1W WaY1111t :711111YiYWY:YYWtIYWka1MMY:MIN IMM Y A 110000MINI PI matussicisms M Ww k k S ±- rMrMMrM�M1M� 3 MMM MINMM IYWOW:Y yy MMM:MMM Amp www .m mwwRwwwwwwswww: wwRwww�www: wwwRwwwwwwllw: �11111e1111ws�1111w .wm1R.11I1mAIM1:MMMYW WWWWWWWWWWWWWWWWWWWWWWWWWWWMPWWWWWWWWMA MINIMMIN IFIRWOMW NOWYMUM 16'- 113/4" V -11Y2" ELEVATION /4 " =1' -0" 15-6" WITH PERIMETER FIXTURES ACHIEVEMENTS WALL (BY FIXTURE VENDOR) 1' -5Y4" 9' -2Y" 2 ELEVATION 1 /4 " =1' -0" 21' -2Y" 4 1' -10" WITH PERIMETER FIXTURES COMMUNITY WALL (BY FIXTURE VENDOR) TYP. Nom! MIPPIPIUMMIMIN Magrag WWEV111 3Mi 1 OI oo 3 WITH PERIMETER FIXTURES 6'— 0" 8' -83/8" \8/" ELEVATION 1 /4 " =1' -0" WITH PERIMETER FIXTURES GRAPHICS BY TBS LED LIGHT STRIPS (PROVIDED BY TENANT VENDOR, INSTALLED BY G.C.) GENERAL NOTES 1. FIXTURE DETAILS AND ASSEMBLY INSTRUCTIONS ARE INDICATED ON VENDOR SHOP DRAWINGS. 2. PROVIDE BLOCKING IN WALLS /CEILINGS AS REQUIRED FOR ATTACHMENT OF ALL FIXTURES, SHELVING, AND ACCESSORIES. 3. LAMINATE BASE ON FIXTURES TO BE MITERED AT CORNERS. 4. ALL MATERIALS MUST BE INSTALLED TO THE TENANTS SPECIFICATIONS AND STANDARDS. ANY ITEMS NOT INSTALLED TO THE TENANTS STANDARDS WILL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE TENANT. 5. TENANT CONTRACTOR TO INVENTORY AND TRACK ALL TENANT SUPPLIED MATERIAL. 6. TENANT CONTRACTOR TO PROVIDE AND ATTACH NYLON CABLE CLAMPS AT ALL DISPLAY FIXTURES. INSTALL AS REQUIRED TO SECURE CABLE WITHIN BAY FRAMES IN WALL AND FLOOR FIXTURES (APPROXIMATELY TWO PER FRAME). CABLE CLAMP TO BE RICHCO— SCREW MOUNT CABLE CLAMP #911 -3041, Y2" DIAMETER OR EQUAL. REVIEWED FOR CODE COMPLIANCE APPROVED DEC 14 2012 City of Tukwila BUILDING DIVISION NOT USED =1 -0" WINDOW FIXTURE CD g- o rn 0) LPg- 0) N) i ELEVATION 1 " =11 -0" co 0) RECtiVEU .. CITY OF TUKWILA NOV 3 01612 PERMIT CENTER WALL FIXTURE AA: ARCHITECTURAL GROUP NTERNATIONAL 1; WEST SiNENITH 5T.':t:T COViNGrC) , Kk :N'T1.)C KY 411;1'1 PH 59•-2 i ^ 40; FAX 859-26 1 S This drawing is the property of ARCHITECTURAL GROUP INTL and Is not to be reproduced or copied In whole or h part, It Is only to be used for the project and site specifically Identified herein and is not to be used on any other project, It Is to be returned upon request. Scales as stated hereon are valid on the original drawing only. Contractor shall carefully review all dimensions and conditions shown hereon and at once report to the Architect any error, inconsis- tency or omission he may discover. Revisions: Mark Date By Description 11/12/2012 CML ISSUED FOR FINAL LANDLORD /PERMIT APPROVAL Issued A n w I 1- co O z w w Ia co W 0 1 1 T O Z 0 w cc 0 1- Q co • • co Archtects Project No 110912 lltle INTERIOR ELEVATIONS Sheet No. A5.2 - \` - - - - -_y - ' ' Inl / / / C \ \ \ I I / / \ \ \ ) / )1 LL J I \ �/ / I -velar wYboda11 Y1 MnMegale --I �- 6'— 0" 8' -83/8" \8/" ELEVATION 1 /4 " =1' -0" WITH PERIMETER FIXTURES GRAPHICS BY TBS LED LIGHT STRIPS (PROVIDED BY TENANT VENDOR, INSTALLED BY G.C.) GENERAL NOTES 1. FIXTURE DETAILS AND ASSEMBLY INSTRUCTIONS ARE INDICATED ON VENDOR SHOP DRAWINGS. 2. PROVIDE BLOCKING IN WALLS /CEILINGS AS REQUIRED FOR ATTACHMENT OF ALL FIXTURES, SHELVING, AND ACCESSORIES. 3. LAMINATE BASE ON FIXTURES TO BE MITERED AT CORNERS. 4. ALL MATERIALS MUST BE INSTALLED TO THE TENANTS SPECIFICATIONS AND STANDARDS. ANY ITEMS NOT INSTALLED TO THE TENANTS STANDARDS WILL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE TENANT. 5. TENANT CONTRACTOR TO INVENTORY AND TRACK ALL TENANT SUPPLIED MATERIAL. 6. TENANT CONTRACTOR TO PROVIDE AND ATTACH NYLON CABLE CLAMPS AT ALL DISPLAY FIXTURES. INSTALL AS REQUIRED TO SECURE CABLE WITHIN BAY FRAMES IN WALL AND FLOOR FIXTURES (APPROXIMATELY TWO PER FRAME). CABLE CLAMP TO BE RICHCO— SCREW MOUNT CABLE CLAMP #911 -3041, Y2" DIAMETER OR EQUAL. REVIEWED FOR CODE COMPLIANCE APPROVED DEC 14 2012 City of Tukwila BUILDING DIVISION NOT USED =1 -0" WINDOW FIXTURE CD g- o rn 0) LPg- 0) N) i ELEVATION 1 " =11 -0" co 0) RECtiVEU .. CITY OF TUKWILA NOV 3 01612 PERMIT CENTER WALL FIXTURE AA: ARCHITECTURAL GROUP NTERNATIONAL 1; WEST SiNENITH 5T.':t:T COViNGrC) , Kk :N'T1.)C KY 411;1'1 PH 59•-2 i ^ 40; FAX 859-26 1 S This drawing is the property of ARCHITECTURAL GROUP INTL and Is not to be reproduced or copied In whole or h part, It Is only to be used for the project and site specifically Identified herein and is not to be used on any other project, It Is to be returned upon request. Scales as stated hereon are valid on the original drawing only. Contractor shall carefully review all dimensions and conditions shown hereon and at once report to the Architect any error, inconsis- tency or omission he may discover. Revisions: Mark Date By Description 11/12/2012 CML ISSUED FOR FINAL LANDLORD /PERMIT APPROVAL Issued A n w I 1- co O z w w Ia co W 0 1 1 T O Z 0 w cc 0 1- Q co • • co Archtects Project No 110912 lltle INTERIOR ELEVATIONS Sheet No. A5.2 DIVISION 1 GENERAL REQUIREMENTS 1. AWARD AND REJECTION OF BIDS: THE CONTRACT WILL BE AWARDED TO A RESPONSIBLE BIDDER COMPLYING WITH THESE INSTRUCTIONS, PROVIDED HIS BID IS REASONABLE IN THE JUDGMENT OF THE OWNER. THE OWNER, HOWEVER, RESERVES THE RIGHT TO REJECT ANY OR ALL BIDS, AND TO WAVE ANY INFORMALITY IN BIDS RECEIVED. THE COMPETENCY AND RESPONSIBILITY OF BIDDERS AND OF THEIR PROPOSED SUBCONTRACTORS WILL BE CONSIDERED IN MAKING THE AWARDS. 2. WITHDRAWAL OF BIDS: BIDS MAY BE WITHDRAWN BY THE BIDDER PRIOR TO, BUT NOT AFTER THE TIME DESIGNATED FOR RECEIPT OF BIDS. 3 THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - DOCUMENT A -201, ISSUED BY THE AMERICAN INSTITUTE OF ARCHITECTS, 1981 EDITION RELATES TO THE WORK OF THIS PROJECT AND IS HEREBY MADE A PART OF THESE CONTRACT DOCUMENTS. UTILIZE A.I.A. DOCUMENT A -107 "STANDARD FORM OF AGREEMENT" BETWEEN OWNER AND CONTRACTOR AS THE CONTRACT DOCUMENT. 4. THE TENANT'S GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING THE NECESSARY NUMBER OF COPIES OF DOCUMENT A -201, TO ACQUAINT THEMSELVES WITH THE ARTICLES CONTAINED THEREIN AND TO REVIEW WITH ALL SUB CONTRACTORS, SUPPLIERS, AND ANY OTHER PARTIES TO THE CONTRACT OR INDIVIDUALS OR AGENCIES ENGAGED ON THE WORK AS TO ITS CONTENTS. 5. THE TENANT AND THE ARCHITECT, WITHOUT INVALIDATING THE CONTRACT, MAY ORDER EXTRA WORK, ALTER, ADD TO, OR DEDUCT FROM THE CONTRACT WORK. THE CONTRACT SUM SHALL BE ADJUSTED ACCORDINGLY AND SUCH COSTS SHALL BE COMPETITIVE WITH LOCAL CONSTRUCTION COST. 6. WHEN BIDDING THIS PROJECT, EACH CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE SITE PRIOR TO BIDDING AND VERIFYING EXISTING CONDITIONS AS REFLECTED IN THESE CONTRACT DOCUMENTS. ANY EXTRA WORK REQUIRED BUT NOT INCLUDED IN THE DOCUMENTS SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT. 7. THE GENERAL CONTRACTOR IS REQUIRED TO FAMILIARIZE ALL PERSONS AND SUB- CONTRACTORS WORKING ON THIS PROJECT WITH THESE GENERAL NOTES AND THE CONTRACT DOCUMENTS NOTED IN THESE DRAWINGS, LANDLORD'S DESIGN CRITERIA, AND THE EXECUTED LEASE AGREEMENT BETWEEN LANDLORD AND TENANT. THE TENANT'S GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FULLY ACQUAINTING HIMSELF WITH THE CONTENTS AND THE SCOPE OF THESE SPECIFICATIONS, AND SPECIAL ATTENTION SHOULD BE GIVEN THE SPECIFICATIONS THROUGHOUT THE SPAN OF THIS PROJECT BY THE TENANT'S GENERAL CONTRACTORS. SUPERVISORS, AND SUB- CONTRACTORS, AS THE STANDARD ESTABLISHED HEREIN SHALL BE APPLIED, WITH EMPHASIS TO ALL WORK, WORK DECLARED UNACCEPTABLE BY THE OWNER SHALL BE CORRECTED IN A MANNER AND TO A DEGREE OF QUALITY AS ACCEPTABLE BY THE OWNER. 8. TENANT'S GENERAL CONTRACTOR AND ALL SUB - CONTRACTORS ARE REQUIRED TO FURNISH THE FOLLOWING MINIMUM COVERAGE AND LIMITS OF LIABILITY. IF LANDLORD'S REQUIREMENT(S) ARE MORE NUMEROUS IN TYPE OF COVERAGE OR MORE STRINGENT, THE GENERAL CONTRACTOR IS REQUIRED TO ADHERE TO THE ADDITIONAL REQUIREMENTS AND THE MOST STRINGENT OF THESE REQUIREMENTS. a. WORKMAN'S COMPENSATION, AS REQUIRED BY STATE LAW, AND INCLUDING EMPLOYER'S LIABILITY INSURANCE WITH A LIMIT OF NO LESS THAN $2,000,000 AND ANY INSURANCE REQUIRED BY ANY EMPLOYEE BENEFITS ACT OR OTHER STATUTES APPLICABLE WHERE THE WORK IS TO BE PERFORMED AND WILL PROTECT THE CONTRACTOR AND SUBCONTRACTORS FROM ANY AND ALL LIABILITY UNDER THE AFOREMENTIONED ACTS. b. COMPREHENSIVE GENERAL LIABILITY INSURANCE (INCLUDING CONTRACTOR'S PROTECTIVE LIABILITY) IN ANY AMOUNT NOT LESS THAN $2,000,000 FOR ANY ONE OCCURRENCE WHETHER INVOLVING BODILY INJURY LIABILITY (OR DEATH RESULTING THERE FROM) OR PROPERTY DAMAGE LIABILITY OR A COMBINATION THEREOF WITH A AGGREGATE LIMIT OF $2,000,000. SUCH INSURANCE SHALL PROVIDE FOR EXPLOSION, COLLAPSE, AND UNDERGROUND COVERAGE. SUCH INSURANCE SHALL INSURE TENANT'S GENERAL CONTRACTOR AGAINST ANY AND ALL CLAIMS FOR BODILY INJURY, INCLUDING DEATH RESULTING THEREFROM AND DAMAGE TO OR DESTRUCTION OF PROPERTY OF ANY KIND WHATSOEVER AND TO WHOMEVER BELONGING AND ARISING FROM HIS OPERATIONS UNDER THE CONTRACT AND WHETHER SUCH OPERATIONS ARE PERFORMED BY TENANT'S GENERAL CONTRACTOR, SUBCONTRACTORS, OR BY ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEM. 9. GENERAL CONTRACTOR SHALL PROVIDE OWNER'S PROTECTIVE LIABILITY INSURANCE WHICH WILL INSURE GENERAL CONTRACTOR AGAINST ANY AND ALL LIABILITY TO THIRD PARTIES FOR DAMAGE BECAUSE OF BODILY INJURY LIABILITY (OR DEATH RESULTING THERE FROM) AND PROPERTY DAMAGE LIABILITY OF OTHERS OF A COMBINATION THEREOF WHICH MAY ARISE FROM WORK IN CONNECTION WITH THE LEASED PREMISES, AND ANY OTHER LIABILITY FOR DAMAGES WHICH THE TENANT'S GENERAL CONTRACTOR AND /OR SUBCONTRACTORS ARE REQUIRED TO INSURE AGAINST UNDER ANY PROVISIONS HEREIN. SAID INSURANCE SHALL BE PROVIDED IN MINIMUM AMOUNTS AS FOLLOWS: a. BODILY INJURY, PER OCCURRENCE FOR PERSONAL INJURY AND /OR DEATH: b. PROPERTY DAMAGE LIABILITY: $5,000,000 10. GENERAL CONTRACTOR'S BUILDERS RISK INSURANCE - COMPLETED VALUE BUILDERS RISK MATERIAL DAMAGE INSURANCE COVERAGE. 11. GENERAL CONTRACTOR SHALL PROVIDE AN "ALL PHYSICAL LOSS" BUILDERS RISK INSURANCE POLICY ON THE WORK TO BE PERFORMED FOR TENANT IN THE LEASED PREMISES AS RELATED TO THE BUILDING WITHIN WHICH THE LEASE PREMISES IS LOCATED. THE POLICY SHALL INCLUDE AS INSURED, TENANT, AND TENANT'S ARCHITECT IF APPLICABLE. ITS CONTRACTOR AND SUB - CONTRACTORS, THE LANDLORD, AS THEIR INTERESTS MAY APPEAR. THE AMOUNT OF INSURANCE TO BE PROVIDED SHALL BE 100% OF THE REPLACEMENT COSTS. 12. THE GENERAL CONTRACTOR IS REQUIRED TO LIST ALL ADDITIONAL INSURED AS PER LANDLORD'S CRITERIA IN ADDITION TO THE TENANT'S ARCHITECT. INSURANCE REQUIREMENTS NOT OBTAINED BY THE GENERAL CONTRACTOR, AS NOTED ON THE DRAWINGS AND IN THESE SPECIFICATIONS WILL NOT RELIEVE THE GENERAL CONTRACTOR OF THE RESPONSIBILITY OF LIABILITY(S) FOR THIS PROJECT. A COPY OF ALL INSURANCE PAPERS ARE TO BE SENT DIRECTLY TO THE TENANT, NOT ONLY FOR REVIEW BUT FOR RECORD DOCUMENT. 13. GUARANTEES FOR ALL WORK BY SUB - CONTRACTORS SHALL BE FOR A PERIOD OF ONE YEAR, UNLESS OTHERWISE NOTED. AT TIME OF FINAL SUBMITTAL FOR ALL COST, INCLUDING BASE BID, EXTRAS, AND CREDITS, THE SUB - CONTRACTORS SHALL FURNISH TO THE GENERAL CONTRACTOR A WRITTEN GUARANTEE STIPULATING THAT, AT NO ADDITIONAL COST TO THE GENERAL CONTRACTOR OR TENANT, ANY DEFECTIVE WORK OR MATERIALS SHALL BE REPAIRED OR REPLACED FOR A PERIOD OF ONE YEAR AFTER ACCEPTANCE OF WORK, UNLESS OTHERWISE NOTED. IF SUCH WORK AFFECTS LANDLORD'S WORK, LANDLORD'S WORK IS TO BE COMPLETED BY THE SUB- CONTRACTOR AT NO COST TO THE TENANT. 14. ALL PAYMENTS MADE TO THE GENERAL CONTRACTOR FOR THIS PROJECT ARE TO BE ALLOCATED FOR THIS PROJECT ONLY FOR PAYMENTS TO SUB - CONTRACTORS, MATERIAL SUPPLIERS, AND AGENTS AUTHORIZED BY THIS CONTRACT TO PERFORM WORK OR SUPPLY MATERIAL TO THIS PROJECT ONLY. THE GENERAL CONTRACTOR IS REQUIRED TO SUBMIT PARTIAL WAIVERS OR LIENS FOR HIS WORK AS WELL AS SUB - CONTRACTORS OR MATERIAL SUPPLIERS, UPON REQUEST OF THE CLIENT OR CLIENT'S ARCHITECT. THE REQUEST FOR PAYMENT OF THE FINAL 10% RETENTION ON THIS PROJECT MUST INCLUDE SIGNED AND EXECUTED WAIVERS OF LIEN INDICATING 100% COMPLETION AND 100% PAYMENT IN FULL, BY SUB - CONTRACTORS AND MATERIAL SUPPLIERS. 15. NO EXTRAS FOR COSTS CAN BE AUTHORIZED UNLESS APPROVED BY THE ARCHITECT, THE PROJECT MANAGEMENT COMPANY FOR THE TENANT, OR THE TENANT. AN ISSUANCE OF CREDITS TO BE CALCULATED BASED ON COMPETITIVE RATES AND EQUIPMENT COSTS APPROVED BY THE ARCHITECT, THE PROJECT MANAGEMENT COMPANY FOR THE TENANT, OR TENANT. 16. THE CONTRACTOR AGREES THAT IN PERFORMANCE OF THE WORK CALLED FOR BY THE CONTRACT, THEY WILL IMPLY ONLY SUCH LABOR AS WILL NOT DELAY OR INTERFERE WITH THE PROGRESS OF THE PROJECT AND AS WILL BE ACCEPTABLE TO AND WORK IN HARMONY WITH ALL OTHER CONTRACTORS EMPLOYED ON THE CONSTRUCTION SITE OR ON ANY OTHER BUILDING, STRUCTURE, OR OTHER IMPROVEMENT WHETHER PUBLIC OR PRIVATE WHICH GENERAL CONTRACTOR MAY THEN BE ERECTING OR ALTERING IN OTHER LOCATIONS. 17. FOR CLARIFICATION PURPOSES, TENANT, CLIENT, AND OWNER ARE THE SAME PARTY, LANDLORD IS THE PARTY LEASING THE SPACE TO THE TENANT AND THE GENERAL CONTRACTOR WILL BE REQUIRED TO HANDLE ALL WORK IN THESE DOCUMENTS UNLESS SPECIFICALLY NOTED OTHERWISE. 18. ALL DRAWINGS & SPECIFICATIONS HEREIN CREATE AN ENTIRE PACKAGE. ALL TRADES SHALL BE RESPONSIBLE FOR REVIEWING THEIR RESPECTIVE REQUIREMENTS AND COORDINATING THEIR HIDDEN OR EXPOSED WORK WITH OTHER RELATED TRADES. 19. UNLESS SPECIFICALLY NOTED, PROVIDE AND PAY FOR LABOR, MATERIALS AND EQUIPMENT, TOOLS, CONSTRUCTION EQUIPMENT AND MACHINERY, AND OTHER FACILITIES AND SERVICES NECESSARY FOR PROPER EXECUTION AND COMPLETION OF WORK, INCLUDING PERMITS. TENANT SHALL PROVIDE UTILITIES. 20. USE OF DRAWINGS: THESE DRAWINGS MAY NOT SPECIFICALLY DETAIL OR SPECIFY MATERIALS AND /OR MANUFACTURERS. THE CONTRACTOR SHALL PROVIDE ALL SAMPLES AND /OR CUTS AS REQUIRED TO ASSIST THE TENANT OR HIS AGENT IN MAKING MATERIAL SELECTIONS. FOR THE PURPOSE OF ESTIMATING, THE CONTRACTOR SHALL USE THE MATERIALS SELECTED BY THE TENANT OR, IN ABSENCE OF SAME, HE SHALL. PROVIDE AN ALLOWANCE AMOUNT AND SO CONDITION ANY COST ESTIMATE. ALL MATERIALS SPECIFIED IN THESE DRAWINGS SHALL BE INCLUDED IN SUCH ESTIMATES. ASSOCIATES IN ARCHITECTURE AND DESIGN SHALL NOT BE HELD RESPONSIBLE FOR ANY DETAILING OR INSTALLATIONS NOT SHOWN ON THESE DRAWINGS. 21. OWNERSHIP OF DRAWINGS: THESE DRAWINGS ARE THE PROPERTY OF TENANT. THEY SHALL NOT BE REPRODUCED WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE TENANT. THESE DRAWINGS ARE TO BE USED FOR THIS SPECIFIC PROJECT, AND ARE NOT TO BE REUSED IN WHOLE OR IN PART FOR ANOTHER PROJECT WITHOUT WRITTEN AUTHORIZATION. ARCHITECT ASSUMES NO LIABILITY FOR UNAUTHORIZED USE OR REPRODUCTION OF THESE DOCUMENTS. 22. SHOP DRAWINGS AND /OR MATERIAL SAMPLES: CONTRACTOR SHALL SUBMIT FOUR (4) COPIES OF SHOP DRAWINGS FOR ARCHITECT'S REVIEW. THE ARCHITECT WILL REVIEW THESE DOCUMENTS FOR CONFORMANCE WITH DESIGN INTENT ONLY. THE ARCHITECT SHALL NO T BE RESPONSIBLE FOR CONSTRUCTION METHODS, , Q UANTITY T A KE OF FS , DIMENSIONS, ETC. THE ARCHITECT WILL STAMP THE DRAWINGS. NO CORRECTIONS NOTED, MAKE CORRECTIONS NOTED OR REVISE AND RESUBMIT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING REQUESTED ITEMS IN SUFFICIENT TIME FOR ARCHITECT'S REVIEW. 23. TENANT'S DECISION: SHOULD ANY DISPUTE ARISE RESPECTING TRUE CONSTRUCTION AND MEANING OF DRAWINGS OR SPECIFICATIONS, IT SHALL BE DECIDED BY TENANT, WHOSE DECISION SHALL BE FINAL. a. IN CASE OF WORK PERFORMED BY SUBCONTRACTORS AND WHERE GUARANTEES ARE REQUIRED, SECURE WARRANTIES FROM SAID CONTRACTORS ADDRESSED TO AND IN FAVOR OF TENANT, AND DELIVER COPIES OF SAME TO TENANT UPON COMPLETION OF WORK. CONTRACTOR AND ALL SUBCONTRACTORS AND MANUFACTURERS SHALL GUARANTEE WORKMANSHIP AND MATERIALS AND EQUIPMENT TO BE FREE OF DEFECTS FOR A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF TENANT'S FINAL ACCEPTANCE. b. SHOULD ANY TROUBLE DEVELOP DURING THIS WARRANTY PERIOD DUE TO DEFECTIVE MATERIALS AND /OR FAULTY WORKMANSHIP, THE CONTRACTOR SHALL FURNISH ALL NECESSARY LABOR AND MATERIALS TO CORRECT THE TROUBLE AT NO ADDITIONAL COST TO TENANT. 24. UPON EXECUTION OF THE CONTRACT THE SUCCESSFUL BIDDER SHALL, WITHIN SEVEN (7) DAYS THEREAFTER, SUBMIT THE FOLLOWING: a. A DEFINITIVE JOB CONSTRUCTION SCHEDULE SHOWING KEY DATES FOR COORDINATION WITH TENANT SUPPLIED SERVICES AND /OR MATERIALS. b. CUTS AND /OR SAMPLES OF ANY OR ALL ITEMS, MATERIALS OR SAMPLES REQUIRING TENANT'S APPROVAL THAT ARE NOT REFLECTED IN THE DOCUMENTS. c. COMPLETE LIST OF ALL SUBCONTRACTORS, MATERIAL SUPPLIERS AND VENDORS, TO BE UTILIZED, AND NOTICE OF SAID CONTRACT. 25. THE GENERAL CONTRACTOR AND ALL SUB - CONTRACTORS ARE REQUIRED TO CHECK AND VERIFY ALL DIMENSIONS AND FIELDS CONDITIONS AT BUILDING SITE AND PREMISES AND NOTIFY THE ARCHITECT OF ANY AND ALL DISCREPANCIES BEFORE STARTING ANY WORK. 26. ALL WORK ON THIS PROJECT SHALL BE IN ACCORDANCE WITH ALL CODES, SUB - CODES, AND BUILDING DEPARTMENTS HAVING JURISDICTION. GENERAL CONTRACTOR TO CONTACT LOCAL BUILDING OFFICIALS FOR SPECIFIC REQUIREMENTS FOR THIS RETAIL USE. 27. THE GENERAL CONTRACTOR AND THE SUB - CONTRACTOR FOR THE GENERAL CONTRACTOR SHALL PAY FOR AND OBTAIN ALL PERMITS REQUIRED FOR THE WORK NOTED ON THESE PLANS AND SPECIFICATIONS. THIS INCLUDES COST FOR ALL INSPECTIONS BY AUTHORITIES HAVING JURISDICTION, BUILDING DEPARTMENT PERMIT COST, AND PERMITS COST FOR FIXTURING SUPPLIES BY OWNER (IF APPLICABLE). 28. ALL WORK SHALL CONFORM WITH THE LANDLORD'S DESIGN CRITERIA SUPPLIED BY THE LANDLORD AND MADE PART OF THE TENANT'S LEASE. THE GENERAL CONTRACTOR IS TO OBTAIN A COPY OF THE DESIGN CRITERIA FROM THE TENANT AND THE REQUIREMENTS INCORPORATED IN THE CRITERIA FOR THE GENERAL CONTRACTOR AND SUB - CONTRACTORS WILL BE PART OF THE BIDS BY THE CONTRACTORS. 29. THE TENANT'S GENERAL CONTRACTOR SHALL LAY OUT WORK AS SPECIFIED IN THE DRAWINGS AND SHALL BE HELD RESPONSIBLE FOR PROPER ESTABLISHMENT AND MAINTENANCE OF ALL LINES AND DIMENSIONS. BEFORE DOING ANY WORK, TENANT'S GENERAL CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND CONDITIONS AT THE SITE, SPECIALLY REGARDING TENANT'S CASE FIXTURE LAYOUT AND EXACT PLACEMENT AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES VERBALLY AND THEN IN WRITING. 30. ALL CONTRACTORS SHALL BE BONDABLE, LICENSED CONTRACTORS POSSESSING GOOD LABOR RELATIONS AND MUST BE CAPABLE OF QUALITY WORKMANSHIP, IN HARMONY WITH OTHER CONTRACTORS WORKING ON THE PROJECT. THE LANDLORD'S TENANT COORDINATOR FOR THE BUILDING IS TO BE NOTIFIED OF THE NAMES OF ALL SUB - CONTRACTORS PRIOR TO STARTING WORK - SUCH NOTIFICATION IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 31. PRIOR TO COMMENCEMENT OF ANY WORK, THE GENERAL CONTRACTOR SHALL CONTACT AND MEET THE LANDLORD'S FIELD REPRESENTATIVE FOR A PRE - CONSTRUCTION MEETING AT WHICH TIME, HE WILL PRESENT A LIST OF NAMES, ADDRESSES, BUSINESS, AND HOME TELEPHONE NUMBERS OF THE SUB CONTRACTORS OF THIS PROJECT. 32. THE GENERAL CONTRACTOR AND ALL SUB - CONTRACTORS SHALL COMPLY WITH ALL THE PROVISIONS OF O.S.H.A. (OCCUPATIONAL SAFETY AND HEALTH ACT). 33. THE GENERAL CONTRACTOR SHALL HAVE AT ALL TIMES, AT THE PREMISES, "FINAL" LANDLORD APPROVED WORKING DRAWINGS AND BUILDING DEPARTMENT APPROVED PERMIT DRAWINGS. 34. THE GENERAL CONTRACTOR IS TO ARRANGE WITH THE LANDLORD FOR THE BUILDING, WHERE BUILDING EQUIPMENT AND MATERIALS ARE TO BE LOCATED AND HOW TRUCK TRAFFIC IS TO BE ROUTED TO AND FROM THE BUILDING. 35. AN APPROVAL BY THE LANDLORD WILL ONLY BE VALID IF IN WRITING AND SIGNED BY THE LANDLORD OR BY THE LANDLORD'S DESIGNATED REPRESENTATIVE FOR SUCH PURPOSE. THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING APPROVAL FROM LANDLORD ON ALL STRUCTURAL CHANGES DURING THE COURSE OF THE CONSTRUCTION PHASE OF PROJECT AS WELL AS VERIFICATION OF CORRECT INSTALLATION AND SPECIFICATION FOR MISCELLANEOUS STEEL FOR H.V.A.C., STEEL FOR MEZZANINES, DECKS, ETC. 36. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY REMOVAL, OR AS REQUIRED BY LANDLORD, OF TRASH, RUBBISH AND SURPLUS MATERIALS RESULTING FROM CONSTRUCTION. THE GENERAL CONTRACTOR MUST MAINTAIN A CLEAR PATH OF EGRESS FROM THE PREMISES FREE FROM TRASH AND RUBBISH AT ALL TIMES. 37. THE GENERAL CONTRACTOR SHALL FURNISH AND PAY FOR ALL TEMPORARY UTILITY SERVICES; IF SUCH COST ARE SPECIFICALLY NOTED IN THE LEASE TO BE PAID BY THE LANDLORD, THE GENERAL CONTRACTOR IS NOT TO INCLUDE SUCH COST IN THE BID. 38. THE GENERAL CONTRACTOR SHALL IMMEDIATELY ORDER ALL LONG LEAD EQUIPMENT AND NOTIFY THE TENANT IMMEDIATELY OF ANY PROBLEMS REGARDING ABILITY OR DELIVERY AT THE BEGINNING OF THE PROJECT. 39. THE GENERAL CONTRACTOR IS TO VERIFY ALL EQUIPMENT SPECIFICATIONS AND REQUIREMENTS WITH THE TENANT OR THE ARCHITECT PRIOR TO START OF CONSTRUCTION. COORDINATION WITH THE ELECTRICAL SUBCONTRACTOR IS MANDATORY TO CAREFULLY CHECK ALL DRAWINGS AND VERIFY EQUIPMENT SELECTION AND CORRECT VOLTAGES, AMPERAGES, ETC. 40. ANY SUBSTITUTION OF FINISH MATERIALS MUST BE APPROVED BY THE ARCHITECT IN WRITING. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR SUBMITTING TWO (2) SAMPLES OF EACH SUBSTITUTION. 41. THE GENERAL CONTRACTOR AND ALL SUB - CONTRACTORS ARE TO FAMILIARIZE THEMSELVES WITH THE WORK TO BE PERFORMED BY THE LANDLORD AND BY THE TENANT AS PART OF THE EXECUTED LEASE AGREEMENT AND ANY AND ALL DESIGN CRITERIA. ANY DISCREPANCY BETWEEN THESE DRAWINGS AND THE LEASE OR DESIGN CRITERIA INFORMATION IS TO BE REPORTED TO THE ARCHITECT PRIOR TO THE START OF ANY WORK. 42. ANY SCAFFOLDING, SAFETY RAILINGS, BARRICADES, AND /OR PROTECTION DEVICE REQUIRED FOR THE PROJECT WILL BE FURNISHED AND PAID FOR BY THE GENERAL CONTRACTOR AS PART OF THE BASE BID. 43. PROTECTION OF WORK IN WORK PLACE - _WORK IN PLACE THAT IS SUBJECT TO INJURY BECAUSE OF OPERATIONS BEING CARRIED ON ADJACENT THERETO SHALL BE COVERED OR BOARDED UP, OR SUBSTANTIALLY ENCLOSED WITH ADEQUATE PROTECTION. ALL FORMS OF PROTECTIONS SHALL BE CONSTRUCTED IN A MANNER SUCH THAT, UPON COMPLETION, THE ENTIRE WORK WILL BE DELIVERED TO THE OWNER IN PROPER, WHOLE AND UNBLEMISHED CONDITION. ALL SUCH WORK SHALL BE COORDINATED WITH THE LANDLORD'S REPRESENTATIVE. 44. THE STRUCTURAL SYSTEM OF THE LANDLORD'S BUILDING HAS BEEN DESIGNATED TO CARRY A MAXIMUM LIVE LOAD AS SPECIFIED IN THE LANDLORD'S CRITERIA. LOADING IMPOSED BY ANY OF THE TENANT'S WORK ON A TEMPORARY OR PERMANENT BASIS SHALL NOT EXCEED SUCH SPECIFIED LOAD. 45. ANY ALTERATIONS, ADDITIONS, OR REINFORCEMENTS TO LANDLORD'S STRUCTURE TO ACCOMMODATE TENANT'S WORK SHALL NOT BE PERFORMED WITHOUT IN EACH INSTANCE TENANT OBTAINING LANDLORD'S PRIOR WRITTEN APPROVAL; AND THE GENERAL CONTRACTOR, IN PERFORMING THIS WORK, SHALL LEAVE LANDLORD'S STRUCTURE AS STRONG AS, OR STRONGER THAN, THE ORIGINAL DESIGN AND WITH FINISHES UNIMPAIRED. 46. THE TENANT SHALL APPLY FOR ALL UTILITY METERS. 47. FURNISH ALL REQUIRED TEMPORARY FACILITIES AND ALL TEMPORARY UTILITIES IMMEDIATELY AFTER RECEIPT OF NOTICE TO PROCEED FOR USE AND CONVENIENCE OF ALL THOSE ENGAGED IN THE PROJECT WORK. 48. ALL CONTRACTORS MUST STAY BEHIND THE BARRIERS AND MAINTAIN ACCESS TO SUCH AREAS CLEAN AND FREE OF CONSTRUCTION MATERIALS AND DEBRIS. FAILURE TO MAINTAIN CLEAN STOREFRONT WILL RESULT IN BUILDING MANAGEMENT HAVING SUCH MATERIALS AND DEBRIS REMOVED AND ALL CHARGES FOR MAINTENANCE WILL BE BILLED TO GENERAL CONTRACTOR. 49. COORDINATE ALL CONSTRUCTION AND SCHEDULING WITH THE BUILDING MANAGER REVIEWING ALL SCHEDULED ACTIVITIES AT OUTSET OF CONSTRUCTION. 50. ALLOWABLE TOLERANCES: UNLESS OTHERWISE NOTED OR INDICATED, THE FOLLOWING TOLERANCES SHALL APPLY TO ALL WORK: a. ALL VERTICAL SURFACES SHALL BE PLUMB OR CONSTRUCTED TO THE EXACT SLOPES AND ANGLES INDICATED. b. THE MAXMUM DEVIATION FROM THE TRUE PLANE FOR VERTICAL AND HORIZONTAL SURFACES SHALL NOT BE GREATER THAN 1/8 " IN 10' -0" AS MEASURED BY A STRAIGHT EDGE PLACED ANYWHERE ON THE SURFACE. c. ALL HORIZONTAL SURFACES SHALL BE LEVEL OR CONSTRUCTED TO THE EXACT ANGLE INDICATED OR INTENDED. d. WALL AND SOFFIT INTERSECTIONS SHALL BE 90 DEGREES OR THE EXACT ANGLE INDICATED OR INTENDED. e. ALL CORNERS AND EDGES SHALL BE STRAIGHT AND TRUE WITHOUT DENTS, WAVES OR BULGES OR OTHER BLEMISHES. f. ALL JOINTS SHALL BE TIGHT, STRAIGHT, EVEN AND SMOOTH. g. ALL OPERABLE ITEMS SHALL OPERATE SMOOTHLY WITHOUT STICKING OR BINDING AND WITHOUT EXCESSIVE "PLAY" OR LOOSENESS. 51. THE TENANT OR THE TENANT'S SUB - CONTRACTORS MAY OCCUPY PORTIONS OF THE PROJECT DURING THE FINAL STAGE OF CONSTRUCTION. COORDINATE AND COOPERATE WITH THE TENANT TO MINIMIZE CONFLICT AND FACILITATE THE TENANTS OPERATION. 52. ALL DIMENSIONS AND FINISHES SHALL BE VERIFIED AND COORDINATED WITH EXISTING CONDITIONS PRIOR TO CONSTRUCTION, FABRICATION OR PURCHASING. IN CASE OF CONFLICT BETWEEN THE PROJECT REQUIREMENTS AND /OR EXISTING CONDITIONS, THE ONE WITH THE MOST STRINGENT REQUIREMENTS SHALL GOVERN, AS APPROVED BY THE TENANT. 53. PERFORM ALL WORK IN ACCORDANCE WITH ACCEPTABLE TRADE PRACTICE TO ENSURE THE HIGHEST QUALITY FINISHED PRODUCT - EXPRESSED OR IMPLIED. PERFORM ALL WORK BY SKILLED MECHANICS IN ACCORDANCE WITH ESTABLISHED STANDARDS OF WORKMANSHIP IN EACH OF THE VARIOUS TRADES. 54. THE CONTRACTOR SHALL USE ITS BEST EFFORTS TO PREVENT THE OCCURRENCE OF ANY STRIKE, SLOWDOWN, OR OTHER LABOR DIFFICULTIES OR DISPUTES ARISING FROM THE PRESENCE OF THE CONTRACTOR ON THE JOB OR THE ACTIVITIES OF THE CONTRACTOR. 55. THE CONTRACTOR SHALL REMOVE, OR CAUSE TO BE REMOVED, FROM THE JOB ALL EMPLOYEES WHO ARE CONSIDERED UNSATISFACTORY BY TENANT, AFTER NOTICE BY TENANT FOR THE REASON THEREOF. 56. ANY TRADE, WHICH MUST DO WORK IN AN AREA PREVIOUSLY PREPARED, BY ANOTHER TRADE SHALL APPROVE SUCH PRIOR WORK BEFORE COMMENCING. ANY UNSATISFACTORY CONDITIONS SHALL BE REPORTED TO TENANT AND NO WORK SHALL BE DONE IN THE AFFECTED AREA UNTIL THE UNSATISFACTORY CONDITIONS HAVE BEEN ELIMINATED. STARTING WORK SIGNIFIES ACCEPTANCE OF THE AREAS AS SATISFACTORY. 57. SHOULD ANY TRADE DAMAGE WORK OF ANOTHER TRADE, OR SHOULD ANY IMPROPER WORK BY ONE TRADE BE COVERED BY ANOTHER TRADE WHICH RESULTS IN DELAYS OR DEFECTS, ALL AFFECTED WORK, IN WHOLE OR IN PART, SHALL BE CORRECTED BY THE CONTRACTOR WITHOUT ANY EXPENSES TO THE TENANT. 58. THE CONTRACTOR SHALL COORDINATE THE RELATIONS OF THE VARIOUS TRADES TO THE PROGRESS OF THE WORK AND SHALL SEE THAT THE REQUIRED ANCHORAGE OR BLOCKING IS FURNISHED AND SET AT PROPER TIMES. ANCHORAGE AND BLOCKING NECESSARY FOR EACH TRADE SHALL BE A PART OF SAME, EXCEPT WHERE STATED OTHERWISE. 59. COORDINATE BLOCKING REQUIREMENTS WITH ADJACENT OR RELATED TRADES, ACCESSORIES, EQUIPMENT AND FIXTURES. INSTALL REQUIRED BLOCKING AT NO ADDITIONAL COST TO THE CONTRACT. 60. NO CHANGES IN WORK ORDERED BY AUTHORITIES HAVING JURISDICTION OVER PROJECT SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF TENANT, EXCEPT IN EMERGENCIES INVOLVING HAZARDS TO PERSONS OR PROPERTY. 61. REPAIR PROPERTY DAMAGED BY THE INSTALLERS TO A LIKE NEW CONDITION OR REPLACE DAMAGED SURFACES AND MATERIALS OF THE PREVIOUSLY INSTALLED WORK BY OTHER TRADES, INSTALLERS AND SUB - CONTRACTORS. 62. WHERE REQUESTED BY THE TENANT TO CERTIFY CONFORMANCE TO TRADE STANDARDS OR THE PROJECT REQUIREMENTS THE CONTRACTOR SHALL ENLIST A TESTING LABORATORY AT THE TENANT'S COST. IF THE REQUESTED TEST SHOWS NON CONFORMANCE TO FEDERALLY ACCEPTED TRADE STANDARDS OR THE PROJECT REQUIREMENTS, THE CONTRACTOR SHALL CORRECT THE DEFICIENCY AT NO ADDITIONAL COSTS TO THE TENANT AND REIMBURSE ALL THE COSTS OF THE TESTING TO THE TENANT, UNLESS THE CONTRACTOR HAS USED PRODUCTS INCORRECTLY LABELED BY THE MANUFACTURER OR HAS MADE PREVIOUSLY APPROVED CHANGES. 63. PROVIDE SECURITY OF THE WORK, INCLUDING TOOLED AND UNINSTALLED MATERIALS. PROTECT THE WORK, STORED PRODUCTS, CONSTRUCTION EQUIPMENT AND TENANT'S PROPERTY FROM THEFT AND VANDALISM AND THE PREMISES FROM ENTRY BY UNAUTHORIZED PERSONNEL UNTIL FINAL ACCEPTANCE BY TENANT. 64. MAINTAIN AN ACTIVE FIRE EXTINGUISHER AT THE PROJECT. 65. DO NOT USE MATERIAL OR EQUIPMENT FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT IS SPECIFICALLY DESIGNED OR SPECIFIED. ALL MATERIALS AND EQUIPMENT THAT ARE SIMILAR SHALL BE THE SAME TYPE, MODEL, AND STYLE FOR THE SAME USE THROUGHOUT THE PROJECT OR THEY SHALL BE REJECTED. 66. WHEN THE PROJECT REQUIREMENTS REQUIRE THAT THE INSTALLATION OF WORK SHALL COMPLY WITH MANUFACTURER'S INSTRUCTIONS, PERFORM THE WORK IN STRICT ACCORDANCE WITH THE MOST CURRENT WRITTEN MANUFACTURER'S INSTRUCTIONS TO AVOID DISRUPTION OF THE WORK OR DAMAGE TO THE ITEMS. REPLACE DAMAGED OR UNFIT MATERIALS AT NO COST TO THE OWNER. 67. ALL PRODUCTS AND EQUIPMENT SHALL BE DELIVERED IN UNDAMAGED CONDITION AND STORED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS TO AVOID DISRUPTION OF THE WORK OR DAMAGE TO THE ITEMS. REPLACE DAMAGED OR UNFIT MATERIALS AT NO COST TO THE OWNER. 68. CONTRACTORS SHALL TAKE CARE TO PROTECT ADJACENT AREAS FROM DUST AND DAMAGE DURING THE CONSTRUCTION PROCESS AND SHALL CLEAN UP AFTER THEMSELVES AT THE END OF EACH WORKING DAY. 69. NOTIFY THE OWNER WHEN THE WORK IS SUBSTANTIALLY COMPLETE AND READY FOR INSPECTION. UPON INSPECTION, PROVIDE WRITTEN OPERATION AND MAINTENANCE INSTRUCTIONS AND GUARANTEES FOR ALL EQUIPMENT AND MATERIALS INSTALLED. PROVIDE WRITTEN GUARANTEES FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE OF THE WORK. 70. 71. 72. ATTIC STOCK MATERIALS SHALL BE LEFT AT JOB SITE. THEY SHALL BE TAKEN FROM THE SAME MATERIAL, LOT OR RUN USED TO CONSTRUCT AND FINISH THE PROJECT. GENERAL CONTRACTOR SHALL PROVIDE A 10 -FOOT ALUMINUM LADDER WHICH WILL TURNED OVER TO THE TENANT AND LEFT AT THE JOB SITE, UPON COMPLETION OF WORK. LADDER SHALL BE OSHA APPROVED. UPON .COMPLETION OF WORK, THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS ARE TO OBTAIN A CERTIFICATE OF COMPLETION AND APPROVAL FROM THE BUILDING DEPARTMENT, OR OTHER AUTHORITIES HAVING JURISDICTION, AND SUBMIT SAME TO THE TENANTS ARCHITECT. FINAL PAYMENT WILL NOT BE ISSUED PRIOR TO RECEIPT OF SUCH CERTIFICATE(S). 73. THE GENERAL CONTRACTOR SHALL UNLOAD, PROTECT AND INSTALL (INSTALL ONLY IF NOTED TO DO SO), TENANT'S EQUIPMENT, FIXTURES AND FURNISHINGS. 74. THE TENANT'S DESIGN CONCEPT LEAVES ZERO OR MINIMAL CLEARANCE FOR ERROR IN REGARD TO FIXTURE LAYOUT. "HOLD DIMENSION" INDICATIONS ARE TO BE ADHERED TO AND THE CONTRACTOR IS TOTALLY RESPONSIBLE FOR ERROR OR OMISSION. ANY QUESTIONS RELATING TO DIMENSIONING ARE TO BE ADDRESSED TO THE ARCHITECT ONLY. 75. THE GENERAL CONTRACTOR WILL HAVE A MAXIMUM OF 30 DAYS TO COMPLETE ALL PUNCH LIST ITEMS TO THE BODY SHOPS SATISFACTION. AFTER THIS 30 DAY TIME PERIOD THE BODY SHOP WILL TAKE STEPS TO COMPLETE AND AND ALL OUTSTANDING PUNCH LIST ITEMS - BACK CHARGING ALL COSTS INVOLVED TO RESPECTIVE CONTRACTOR. 76. FINAL PAYMENT / PROJECT CLOSE -OUT: a. TENANT WILL APPROVE FINAL PAYMENT WHEN THE FOLLOWING CONDITIONS ARE MET: 1. OBTAIN PERMITS, CERTIFICATES OF INSPECTION AND OTHER APPROVALS AND RELEASES BY GOVERNING AUTHORITIES REQUIRED FOR TENANT'S OCCUPANCY AND USE OF PROJECT. 2. SUBMIT WARRANTIES AND SIMILAR DOCUMENTS. 3. SUBMIT MAINTENANCE MANUALS. 4. SUBMIT PROOF OF PAYMENT ON FEES, TAXES AND SIMILAR OBLIGATIONS. 5. TRANSFER OPERATIONAL ACCESS, SECURITY AND SIMILAR OBLIGATIONS. 6. OBTAIN CONSENT OF SURETY FOR FINAL PAYMENT. 7. LIEN RELEASES FROM ALL SUBCONTRACTORS AND SUPPLIES. 8. APPROVAL OF ALL "PUNCH LIST" ITEMS AND FINAL CLEANING OF PREMISES. b. TENANT WILL RETAIN A MINIMUM OF 10% OF THE CONSTRUCTION CONTRACT UNTIL THESE ITEMS ARE COMPLETED. COORDINATE CONSTRUCTION WITH LOCAL AUTHORITY. DIVISION 2 - DEMOLITION AND BUILDING ALTERATIONS 2. THE WORK MAY IN CLUDE DEMOLITION OLI110N OF EXISTING CONSTRUCTION, UCT ION , REMOVAL OF VARIOUS ITEMS OF EQUIPMENT UIPMENT AND CONSTRUCTION, AND THE CUTTING OR ALTERATION OF EXISTING CONSTRUCTION AS SHOWN, NOTED OR IMPLIED ON THE DRAWINGS. CONTRACTOR SHALL DETERMINE AND INVENTORY ALL NECESSARY DEMOLITION AND ALTERATION OF ITEMS TO PROVIDE FOR A COMPLETE INSTALLATION OF NEW WORK. ALL COSTS OF REMOVAL, REPAIR OR REPLACEMENT SHALL BE INCLUDED IN THE BID. ADDITIONAL COSTS FOR DEMOLITION OF ITEMS HIDDEN OR INACCESSIBLE DURING THE BIDDING PHASE SHALL BE SUBMITTED FOR APPROVAL PRIOR TO BEGINNING WORK. AT ALTERED CONSTRUCTION, REPAIR CUT EDGES, REPLACE CONSTRUCTION, AND FIT NEW TO EXISTING CONSTRUCTION TO MATCH EXISTING WORK. MAKE JOINTS OF NEW AND EXISTING PATCHES VERY SMOOTH, EVEN AND PRACTICALLY INVISIBLE. COORDINATE ALL REPLACEMENT AND REPAIR REQUIREMENTS WITH LANDLORD'S CONSTRUCTION CRITERIA AND TENANT'S COORDINATOR. 3. SAW CUT CONCRETE WITH DIAMOND SAW; JACK HAMMERING WILL NOT BE PERMITTED EXCEPT WITH THE EXPRESSED WRITTEN APPROVAL OF THE LANDLORD. CUT IN ACCURATELY LOCATED STRAIGHT LINES AND BREAK OUT SECTIONS. FLOOR MAY BE CORE DRILLED WHERE APPROPRIATE FOR INSTALLATION OF PIPES AND SIMILAR ITEMS. COORDINATE ALL CORE LOCATIONS AND SLAB MODIFICATIONS WITH LANDLORD'S STRUCTURAL ENGINEER. WHERE EXISTING PIPING AND OTHER SIMILAR ITEMS ARE UNDER EXISTING SLABS, EXERCISE CARE TO PROTECT FROM DAMAGE. EXERCISE CARE WHEN CUTTING ADJACENT TO EXISTING WALLS TO AVOID DAMAGE TO WALLS. IF DAMAGED, REPAIR AS REQUIRED TO ORIGINAL CONDITION. 4. DOORS AND FRAMES: IF DOORS AND FRAME ARE TO BE REUSED ON THE WORK, CAREFULLY REMOVE DOOR FROM FRAMES AND REMOVE FRAMES FROM OPENING, TAKING CARE TO AVOID DAMAGE. REMOVE HARDWARE, CLEAN, REFURBISH AND STORE FOR REINSTALLATION WHERE INDICATED. FOR DOORS AND FRAMES TO BE SALVAGED, CAREFULLY REMOVE FROM OPENING AND DELIVER FOR STORAGE WHERE INDICATED. 5. PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURE: PROVIDE AND PLACE BRACING AND SHORING AND BE RESPONSIBLE FOR SAFETY AND SUPPORT OF STRUCTURE, AS DETERMINED BY G.C. G.C.- ENLISTED STRUCTURAL ENGINEER SHALL ASSUME LIABILITY FOR SUCH MOVEMENT, SETTLEMENT, DAMAGE OR INJURY. 6. ARRANGE AND PAY FOR DISCONNECT, REMOVING AND CAPPING UTILITY SERVICES WITHIN AREAS AFFECTED BY DEMOLITION. PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICES. LOCATE SPRINKLER SHUT -OFF VALVE AND SMOKE ALARM PRIOR TO COMMENCING WORK. COORDINATE REQUIRED MODIFICATION WITH LANDLORD. 7. CAREFULLY REMOVE MATERIALS AND EQUIPMENT WHICH ARE INTENDED TO BE REUSED. STORE IN A SECURE LOCATION. REMOVE DEBRIS, AND REMOVE ANY MATERIALS BEING DEMOLISHED IMMEDIATELY FROM THE SITE. 8. ERECT AND MAINTAIN WEATHERPROOF AND DUSTPROOF CLOSURES AND PARTITIONS TO PREVENT WEATHER DAMAGE OR SPREAD OF DUST, FUMES, AND SMOKE TO OTHER PARTS OF THE BUILDING, IN ACCORDANCE WITH LANDLORD'S GUIDELINES AND STIPULATIONS. 9. 10. 11. PERFORM DEMOLITION IN ACCORDANCE WITH APPLICABLE AUTHORITIES HAVING JURISDICTION. REPAIR ALL DEMOLITION IN EXCESS OF THAT REQUIRED AT NO COST TO THE TENANT. REMOVE FROM SITE CONTAMINATED, VERMIN INFESTED OR DANGEROUS MATERIALS ENCOUNTERED. DISPOSE OF BY SAFE MEANS TO PROTECT HEALTH OF WORKERS AND PUBLIC. DIVISION 3 - CONCRETE 1. FOR PATCHING, LEVELING, AND FILLING OF CRACKS AND HOLES IN FLOOR SLAB, USE RAECOLITH "R35" AS UNDERLAYMENT OR APPROVED EQUAL. MIX SHALL BE TWO PARTS MORTAR MIX AND LATEX BINDER MIX AND INSTALL PER MANUFACTURER'S LATEST WRITTEN AND RECOMMENDED DIRECTIONS. 2. INFILL OF CONCRETE SLAB AREAS SHALL BE IN STRICT COMPLIANCE WITH LANDLORD'S REQUIREMENTS. DIVISION 4 - NOT USED DIVISION 5 - METALS PROVIDE ALL MISCELLANEOUS METAL ITEMS, INCLUDING MATERIALS, FABRICATIONS, FASTENINGS AND ACCESSORIES REQUIRED FOR FINISHED INSTALLATION AS INDICATED AND SPECIFIED. 2. STEEL SHALL BE ASTM -A366 AMERICAN OPEN HEARTH SHEET STEEL, FREE FROM SCALE AND PITTING AND ANOTHER DEFECTS AFFECTING APPEARANCE. 3. STEEL TUBING SHALL CONFORM TO REQUIREMENTS OF ASTM - A500 OR A501 AS APPROVED. 4. STEEL PLATES, SHAPES, AND BARS SHALL CONFORM TO REQUIREMENTS OF ASTM A36, A572, OR A992. 5. SHEET STEEL SHALL CONFORM TO REQUIREMENTS OF ASTM -A606. 6. ALUMINUM EXTRUSIONS SHALL CONFORM TO ASTM -B221. REVEALS TO BE BLACK ANODIZED FINISH. 7. FASTENERS SHALL BE AS REQUIRED FOR ASSEMBLY AND INSTALLATION OF FABRICATED ITEMS. 8. BOLTS SHALL BE LOW CAR BO N STEEL EXTERNALLY AND INTERNALLY THREADED FASTENERS CONFORMING WITH REQUIREMENTS OF ASTMA -307. INCLUDE NECESSARY NUTS AND PLAIN HARDENED WASHERS FOR MEMBERS. FOR SUPPORT OF STRUCTURAL MEMBERS OR CONNECTION THERETO, USE FASTENERS CONFORMING WITH ASTM -A325. FOR STAINLESS STEEL AND NON - FERROUS ITEMS, USE TYPE 302 AND 304 STAINLESS STEEL FASTENERS. 9. MISCELLANEOUS MATERIALS; PROVIDE ALL INCIDENTAL ACCESSORY MATERIALS, TOOLS, METHODS AND EQUIPMENT REQUIRED FOR FABRICATION AND INSTALLATION OF MISCELLANEOUS METAL ITEMS AS INDICATED ON DRAWINGS. 10. VERIFY DIMENSIONS PRIOR TO FABRICATION OR CASTING. FORM METAL ITEMS TO ACCURATE SIZES AND CONFIGURATIONS AS INDICATED ON DRAWINGS AND OTHERWISE REQUIRED FOR PROPER INSTALLATION. FABRICATE WITH ALL LINES STRAIGHT AND ANGLES SHARP, CLEAN, AND TRUE. DRILL, COUNTERSINK, TAP AND OTHERWISE PREPARE ITEMS FOR CONNECTIONS WITH WORK OF OTHER TRADES. MAKE PERMANENT CONNECTIONS BY WELDING AND GRIND ALL EXPOSED WELDS SMOOTH TO MATCH ADJACENT ENT SURFACES. ROUGH JOINT SURFACES NOT PERMITTED. AVOID USING BOLTS. AND SCREW UNLESS SPECIFICALLY INDICATED OR APPROVED. WHEN USED, DRAW UP TIGHT AND TIE THREADS TO PREVENT LOOSENING. ALL FERROUS METAL ITEMS SHALL BE SHOP- FINISHED. TOUCH UP OR REPAIR DAMAGED AREAS PRIOR TO INSTALLATION WITH SAME MATERIAL. PROVIDE CONTACT SURFACES WITH CONCRETE MASONRY OR OTHER DISSIMILAR MATERIALS WITH A MINIMUM 10 MIL DRY THICKNESS OF AN APPROVED ZINC CHROMATE PRIMER. PROVIDE ALL STEEL BLOCKING AND BRACING IN METAL STUD FRAMED PARTITIONS NECESSARY FOR A COMPLETE INSTALLATION. INCLUDE AS REQUIRED FOR SUPPORT OF ALL WALL - MOUNTED EQUIPMENT AND FABRICATIONS AS INDICATED ON DRAWINGS. PROVIDE SUPPORTS AT JAMBS OF DOORS AND ELSEWHERE, AS REQUIRED. 14. FABRICATE ALL MISCELLANEOUS FRAMING AND BRACING ITEMS TO DETAIL OF STRUCTURAL SHAPES, PLATES, AND BARS. WELD JOINTS WHERE PRACTICAL. PROVIDE BOLTS AND OTHER CONNECTION DEVICES REQUIRED. INCLUDE ANCHOR ANGLES, SLEEVES, ANCHOR PLATE, AND SIMILAR DEVICES, WHETHER IMPLIED OR INDICATED. SET ACCURATELY IN POSITION AS REQUIRED AND ANCHOR SECURELY TO BUILDING CONSTRUCTION WITH FASTENERS APPROPRIATE TO THE INSTALLATION. REVIEWED FOR CODE COMPLIANCE APPROVED DEC 14 2012 r City of Tukwila BUILDING DIVISION 7 RECEIVED CITY OF TUKWILA NOV 3 G2012 PERMIT CENTER AA: ARCHITECTURAL GROUP NTERNATIONAL 15 VEST SEVENTH STREET C:OVI€ GTO ,<, KENTUCKY 41 01 1 PH 559..26. 5400 I.:A.X859.,26l 5530 This drawing Is the properly of ARCHITECTURAL GROUP INT'L and is not to be reproduced or copied In whole or In part It Is only to be used for the project and site specifically identified herein and is not to be used on any other project. It Is to be returned upon request. Scales as stated hereon are valid on the original drawing only. Contractor shall carefully review all dimensions and conditbns shown hereon and at once report to the Architect any error, Inconsis- tency or omissbn he may discover. Revisions: Mark Date By Description Issued 11/12/2012 CML ISSUED FOR FINAL LANDLORD /PERMIT APPROVAL A 0 vs) >-• 0 ca w z Architect's Protect No. '110912 Title SPECIFICATIONS Sheet No. A7.1 DIVISION 6 - WOOD AND PLASTICS 1. PROVIDE ROUGH LUMBER AND PLYWOOD IN STANDARD DIMENSIONS. MOISTURE CONTENT NOT MORE THAN 19 %. 2. PROVIDE ALL NECESSARY ROUGH HARDWARE IN SIZES AND QUANTITIES REQUIRED BY LOCAL CODE OR APPROVED BY ARCHITECT. 3. USE FINISH OR CASING NAILS FOR EXPOSED WORK. USE TYPE "S" TRIM HEAD SCREWS FOR ATTACHMENT OF WOOD TRIM TO METAL STUDS, RUNNERS OR FURRING. 4. RELIEVE BACKS OF WOOD TRIM; KEEP BACKS OF MEMBERS MORE THAN 5" WIDE AND 1" NOMINAL THICKNESS; EASE ALL EXTERNAL CORNERS. 5. INSTALL LAMINATES ONLY WHEN RECEIVING SURFACES ARE IN A SATISFACTORY CONDITION FOR INSTALLATION. 6. USE ADHESIVES RECOMMENDED BY THE MANUFACTURER FOR THE PARTICULAR APPLICATION; INSTALL IN ACCORDANCE WITH MANUFACTURER'S MOST CURRENT PRINTED APPLICATION INSTRUCTIONS. 7. PROTECT FROM DAMAGE BY OTHER TRADES WORKING ADJACENT TO THE INSTALLATION. REPLACE DAMAGED SURFACES. 8. REMOVE EXCESS ADHESIVE AND CLEAN SURFACES USING MANUFACTURERS RECOMMENDED SOLVENT AND CLEANING PROCESS. 9. FILL IN ALL SEAMS WITH MANUFACTURER'S APPROPRIATE COLOR SEAM COMPOUND. 10. INSTALL WOODS AND PLASTICS IN CONFORMANCE WITH DETAILS, WITH THE FOLLOWING GENERAL CONSIDERATIONS AND REQUIREMENTS: a. INSTALL ALL MATERIAL WITH TIGHT JOINTS. b. MITER CASINGS AND MOLDINGS. c. ALL RUNNING TRIM ONE (1) PIECE UP TO 10' -0 ". MATCH GRAINS AND COLOR PIECE -TO- PIECE. d. USE FINISH NAILS EXCEPT WHERE SCREWS ARE SPECIFICALLY CALLED FOR OR WHERE SCREWS DO NOT SHOW. e. SET FASTENERS FOR PUTTYING. f. WHERE SCREW ATTACHMENT REQUIRED, SPACE SCREWS AT EQUAL INTERVALS, SINK AND PUTTY IN FINISH WOOD SURFACES. ALL MEMBERS AND LINES LEVEL AND PLUMB. h. SELECT AND CUT MATERIAL TO EXCLUDE DAMAGED, MARKED OR DEFECTIVE AREAS. i. FINISH EXPOSED SURFACES SMOOTH, FREE FROM TOOL AND MACHINE MARKS. j. EASE ALL EXPOSED WOOD EDGES 1/8" MINIMUM RADIUS. g. DIVISION 7 - THERMAL & MOISTURE PROTECTION JOINT SEALERS 1. PROVIDE NON -SAG SEALANT COMPLYING WITH REQUIREMENTS OF FEDERAL SPECIFICATION TIS -1543 OR FS TIS -230 TYPE II, CLASS A. PROVIDE ACOUSTICAL SEALANT WHICH SHALL BE NON- HARDENING, NON- DRYING SYNTHETIC RUBBER SEALING COMPOUND WITH MINIMUM 905 SOLIDS. USE AT ALL INTERIOR JOINTS AT INNER SECTIONS BETWEEN PLANES. AROUND DOOR AND WINDOW FRAMES PRIMER SHALL BE MADE OR RECOMMENDED BY SEALANT MANUFACTURER FOR THE SPECIFIC CONDITIONS AND SUBSTRATES. 2. PROVIDE BACKING MATERIAL BY DOW "ETHAFOAM" OR APPROVED EQUAL APPLY SEALANT OVER BACKING TO UNIFORM THICKNESS IN CONTINUOUS BEADS FILLING ALL JOINTS AND VOIDS SOLID. SUPERFICIAL POINTING WITH THE SKIM BEAD WILL NOT BE ACCEPTED. 3. ALL SURFACES SHALL BE ADEQUATELY CLEANED AND PREPARED IN ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS PRIOR TO INSTALLATION. DIVISION 8 - DOORS & WINDOWS DOORS AND FRAMES 1. PROVIDE "TIMELY" KNOCKDOWN DOOR FRAMES AT ALL DOORS, FREE FROM SCALE AND PITTING AND OTHER SURFACE DEFECTS. FACTORY PRIMED FINISH. 2. STORE AND PROTECT DOOR IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND WDMA OR AWS STANDARDS. 3. PROVIDE CUSTOM GRADE HEAVY -DUTY WOOD DOORS PER WDMA OR AWS STANDARDS WITH MINIMUM GRADE B FACES IN ANY SPECIES AND MATCH. 4. FACTORY PRE - MACHINE DOORS FOR HARDWARE THAT IS NOT SURFACE APPLIED. LOCATIONS AND HOLE PATTERNS TO COMPLY WITH SPECIFIED HARDWARE REQUIREMENTS AS PER NFPA 80 STANDARDS FOR DOORS SPECIFIED; AND TO MAINTAIN DOOR MANUFACTURER'S WARRANTY. 5. INSTALLATION OF WOOD DOORS TO COMPLY WITH WDMA OR AWS, SPECIFIC DOOR MANUFACTURERS INSTRUCTIONS, AND NFPA 80. 6. HARDWARE REINFORCEMENT AND ANCHORS (ERECTION, FLOOR AND JAMB) SHALL BE AS REQUIRED FOR A SECURE INSTALLATION AND SHALL BE IN ACCORDANCE WITH TRADE REQUIREMENTS FOR THE SPECIFIED HARDWARE AND INTENDED USE. 7. AFTER FABRICATION, DRESS, FILL AND SAND EXPOSED SURFACES, BODY PUTTY HOLES AND IMPERFECTIONS. APPLY UNIFORM COAT OF MANUFACTURER'S STANDARD PRIME COAT TO ALL EXPOSED SURFACES. LEAVE READY TO RECEIVE FINISH PAINTING. 8. INSTALL FRAMES IN ACCURATE LOCATIONS AS INDICATED ON DRAWINGS. INSTALL RIGID, PLUMB, LEVEL AND. TRUE, ALIGN WITH ADJACENT CONSTRUCTION. SECURE FLOOR ANCHORS TO FLOOR CONSTRUCTION WITH APPROVED TYPE MECHANICAL FASTENINGS; ANCHOR TO ADJOINING WALLS WITH SPECIFIED ANCHORS. BRACE DURING CONSTRUCTION OF ADJACENT WALLS. ADJUST FRAME LOCATIONS AS NEEDED USING SHIMS BEFORE FASTENING. LEAVE READY TO RECEIVE SEALANT WHERE NOTED ON DRAWINGS. 9. PREPARE DOOR FOR FINISH HARDWARE. OBTAIN TEMPLATES FROM HARDWARE MANUFACTURERS AND CONFIRM TYPE, LOCATION AND SPECIAL REQUIREMENTS OF HARDWARE FOR EACH DOOR PRIOR TO CUTTING. 10. HANG DOORS AS SCHEDULED ON DRAWINGS IN ACCURATE LOCATIONS WITH 1/8" CLEARANCE AT TOPS AND 3/8" CLEARANCE AT BOTTOM, UNLESS SPECIFICALLY NOTED FOR "UNDERCUTS" OR OTHER DEVIATIONS IN FIT. VERIFY CLEARANCES REQUIRED FOR CARPETING AND MAKE NO JOB SITE FIT CUTS UNLESS APPROVED. HANG PAIRS OF DOORS AS SPECIFIED WITH 3/32" CLEARANCE AT MEETING EDGES. DEMONSTRATE THAT DOORS OPEN FREELY WITHOUT BINDING, AND WHEN CLOSED, WILL LATCH PROPERLY. 11. ACCESS DOORS: PROVIDE ACCESS DOORS BY MILCOR OR EQUAL. USE STYLE "DW" AT WALLS AND CEILINGS (OR AS REQUIRED FOR RATING). SIZE AS INDICATED. FRAME SHALL BE GALVANIZED STEEL DRYWALL BEAD FOR FRAME CONCEALMENT. PANEL SHALL BE 14 GA. STEEL WITH SPRINT TYPE CONCEALED HINGES OPENING TO 175 DEGREES. LOCKS SHALL BE FLUSH, SCREWDRIVER OPERATED WITH METAL CAM. PRIME COAT SHALL BE FACTORY APPLIED. COORDINATE INSTALLATION WITH REQUIREMENTS OF OVERHEAD COILING DOOR MANUFACTURER. HARDWARE 1. ALL FINISH HARDWARE FOR COMPLETE WORK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS. QUANTITIES LISTED IN ANY INSTANCE ARE FOR THE CONTRACTORS CONVENIENCE ONLY AND ARE NOT GUARANTEED. ITEMS NOT SPECIFICALLY MENTIONED BUT NECESSARY TO COMPLETE THE WORK SHALL BE FURNISHED, MATCHING IN QUALITY AND FINISH, THE ITEMS SPECIFIED. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER OPERATION AND FITTING OF HARDWARE IN LOCATIONS SPECIFIED. THE CONTRACTOR MUST SUPPLY A ROOM UNDER LOCK AND KEY TO STORE ALL FINISH HARDWARE UNTIL INSTALLATION IS MADE. THE HARDWARE SUPPLIER MUST MARK EACH ITEM OF HARDWARE AS TO DESCRIPTION AND LOCATION OF INSTALLATION IN ACCORDANCE WITH APPROVED HARDWARE SCHEDULE. EXPOSED SURFACES OF HARDWARE SHALL BE COVERED AND WELL PROTECTED DURING INSTALLATION, SO AS TO AVOID DAMAGE TO FINISHES. 3. PROVIDE HARDWARE FOR FIRE -RATED OPENINGS IN COMPLIANCE WITH REQUIREMENTS OF NFPA 80. THIS REQUIREMENT TAKES PRECEDENCE OVER OTHER REQUIREMENTS FOR SUCH HARDWARE. 4. HARDWARE SUPPLIER SHALL PROVIDE APPROVED SCHEDULE AND PAPER TEMPLATES TO VARIOUS OTHER SUPPLIERS FOR DOOR AND FRAME PREPARATION FOR HARDWARE. 5. EACH ITEM OF HARDWARE SHALL BE PACKAGED SEPARATELY WITH ALL NECESSARY SCREWS, BOLTS, TAMPONS, KEYS AND INSTALLATION TEMPLATES. DELIVER PACKAGES CLEARLY IDENTIFIED, WITH HEADING NUMBER AS APPROVED ON HARDWARE SCHEDULE. 6. INSTALL EACH HARDWARE ITEM IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS AND RECOMMENDATIONS AND LOCATE IN ACCORDANCE WITH THE RECOMMENDED LOCATIONS. SET ITEMS LEVEL, PLUMB, AND TRUE TO LINE AND LOCATION. ADJUST AND REINFORCE THE ATTACHMENT SUBSTRATE, AS INDICATED OR IN ACCORDANCE WITH INDUSTRY STANDARDS. 7. MAKE FINAL ADJUSTMENT AND CHECK OF HARDWARE DURING THE WEEK IMMEDIATELY PRIOR TO ACCEPTANCE. CLEAN AND RE- LUBRICATE OPERATING ITEMS AS NECESSARY, TO RESTORE PROPER FUNCTIONING AND FINISH OF HARDWARE AND DOORS. MAKE FINAL ADJUSTMENT OF LOCKSETS AND THE CLOSERS TO COMPENSATE FOR OPERATION OF HEATING AND VENTILATING SYSTEMS UNDER THE SUPERVISION OF MANUFACTURERS REPRESENTATIVE. 8. LUBRICATE ALL MOVING PARTS WITH GRAPHITE TYPE LUBRICANT, UNLESS OTHERWISE RECOMMENDED BY MANUFACTURER. REPLACE ALL HARDWARE WHICH CANNOT BE LUBRICATED AND ADJUSTED TO OPERATE FREELY AND SMOOTHLY. ALUMINUM STOREFRONT SYSTEMS 1. SYSTEMS ARE TO BE FABRICATED AND INSTALLED IN ACCORDANCE WITH AAMA SFM -1, PERFORMANCE CATEGORY CW. 2. PROVIDE CONCEALED FASTENING WHEREVER POSSIBLE. 3. MANUFACTURER IS RESPONSIBLE FOR ENGINEERING OF SYSTEM AND ALL COMPONENTS. 4. PROVIDE FASTENING METHODS THAT ACCOUNT FOR THERMAL MOVEMENT AND LIVE LOAD DEFLECTION OF BUILDING STRUCTURE. 5. SUBMIT MANUFACTURER'S PRODUCT LITERATURE AND SPECIFICATIONS, AND SHOP DRAWINGS INDICATING JOB- SPECIFIC ELEVATIONS AND SECTION DETAILS. 6. SYSTEM TO BE INSTALLED ONLY BY MANUFACTURER - APPROVED INSTALLERS. 7. ALUMINUM FRAMING MEMBERS ARE TO BE ASTM B221, ALLOY 6063 -T5, 0.125" MINIMUM WALL THICKNESS EXTRUSIONS. GLASS AND GLAZING: 1. ALL GLASS EDGES SHALL BE GROUND SMOOTH & POLISHED. 2. GENERAL GLASS SHALL BE IN ACCORDANCE WITH FEDERAL SPECIFICATION DD -G -451 AND FMGA GLAZING MANUAL. 3. STOREFRONT GLASS SHALL BE AS REQUIRED FOR THE SIZES AND CONDITIONS DETAILED. FRAME SECTIONS SHALL BE CONCEALED WHERE INDICATED. 4. PROVIDE RESILIENT NEOPRENE BLOCKS (70 TO 90 SHORE A DUROMETER) HARDNESS AND RESILIENT ACCESSORIES DESIGNED FOR POSITIONING GLASS IN RABBETS. 5. PROVIDE CLIPS OF NON - CORROSIVE METAL DESIGNED FOR CONTACT BLOCKS, NOT GLASS. 6. PROVIDE STANDARD PRE- FORMED GLAZING TAPE, STAINLOCKE 400, TRIMCO 440, OR APPROVED EQUAL 7. PROVIDE NON- SHRINKING ELASTOMERIC TAPE WHERE REQUIRED. 8. USE SILICONE SEALANT DOW #795 OR GESILPRUF, OR APPROVED EQUAL. 9. ALL EDGES, DRILLED HOLES AND NOTCHES SHALL BE FACTORY CUT AND /OR FACTORY FORMED. TOUCH -UP "RAW" EDGES TO MATCH FRAME. 10. INSTALL IN ACCORDANCE WITH FGMA RECOMMENDATIONS UNLESS NOTED OTHERWISE. 11. VERIFY THAT FRAMES TO RECEIVE GLAZING ARE SQUARE AND TRUE, THAT PERIMETER CLEARANCES ARE SUFFICIENT TO PREVENT "POINT LOADING" AND THAT SURFACES ARE CLEAN, DRY AND READY TO RECEIVE GLAZING MATERIALS. REMOVE ALL PROTECTIVE COATINGS FROM FRAMING SURFACES. 12. CENTER GLASS IN RABBETS AND POSITION SO AS TO MAINTAIN CLEARANCES ON ALL SIDES, INDOORS AND OUT, IN ACCORDANCE WITH FGMA RECOMMENDATIONS. SHIM AS REQUIRED TO POSITION AGAINST FIXED STOPS AND FRAME BARS. 13. SET ALL EXTRUSIONS IN CORRECT LOCATIONS AS SHOWN IN THE DETAILS. THEY SHALL BE LEVEL, FLUSH, SQUARE, PLUMB AND IN ALIGNMENT WITH OTHER WORK. 14. UPON COMPLETION, REMOVE ALL EXCESS SEALANT AND MATERIALS FROM SURFACES; WASH AND CLEAN ALL GLASS FRAMING MEMBERS. DIVISION 9 - FINISHES METAL SUPPORT SYSTEM (WALL STUDS): 1. PROVIDE CHANNEL - SHAPED ROLL FORMED SHEET STEEL MEMBERS CONFORMING WITH ASTM -C640, HOT DIPPED FINISH WHERE EXPOSED TO MOISTURE; NOT LESS THAN 20 GAUGE. PROVIDE 16 GAUGE AT DOOR JAMBS. 2. PROVIDE COLD ROLLED STEEL CHANNELS NOT LESS THAN 16 GAUGE WHERE INDICATED. 3. PROVIDE ROLL HAT- SHAPED CHANNELS MINIMUM 25 GAUGE, 7/8" DEEP WITH 1/2 ". HEMMED EDGES, HOT DIPPED FINISH WHERE NOTED. 4. PROVIDE TIE WIRES OF GALVANIZED ANNEALED WIRES NOT LESS THAN 16 GAUGE. 5. PROVIDE GALVANIZED HANGERS OF STEEL WIRE IN ACCORDANCE WITH ASTM -C754 6. PROVIDE JACK STUDS BETWEEN BOTTOM TRACK AND WINDOW AND /OR RELIEF SILLS BETWEEN LINTELS AND HEADERS IN TOP TRACKS. 7. PROVIDE BLOCKING AND FRAMING FOR ALL WALL MOUNTED FINISH HARDWARE AND EQUIPMENT, INCLUDING DOOR STOPS. 8. PROVIDE CEILING SEISMIC BRACING IN ACCORDANCE WITH REQUIREMENTS OF APPLICABLE CODES AND AS INDICATED ON DRAWINGS. 9. PROVIDE DOUBLE BEAD OF BUTYL SEALANT AT FLOOR TRACKS. APPLY DOUBLE BEAD TO CEILING TRACK AND TO STUDS ABUTTING OTHER CONSTRUCTION. 10. PROVIDE CHANNEL SHAPED BLOCKING SUPPORT OR GALVANIZED STRIP SUPPORT OF WALL -HUNG CABINETS, EQUIPMENT, FIXTURES AND ACCESSORIES OF NOT LESS THAN 22 GA. MATERIAL. PROVIDE SUPPORT IN WALL OR PARTITION FRAMING SYSTEM WHEREVER WALL HUNG CABINETS AND EQUIPMENT ARE INDICATED ON DRAWINGS, AND WHERE REQUIRED FOR MOUNTING OF MISCELLANEOUS ITEMS REQUIRING BRACING. 11. SET FLOOR TRACKS IN ACCURATE LOCATIONS AND SECURELY ANCHOR IN ACCORDANCE WITH ASTM STANDARDS. ERECT STUDS AND SECURE TO TRACK. INSTALL HEAD TRACK IN ACCORDANCE WITH DETAILS. INSTALL BLOCKING, BRACING AND ANCHOR STRIPS. LEAVE READY TO RECEIVE FINISH MATERIALS. 12. ERECT ALL COMPONENTS FOR CEILING AND SOFFIT FRAMING IN ACCURATE LOCATIONS AS INDICATED, TRUE TO LINE, LEVEL AND PLUMB, AND IN ACCORDANCE WITH APPLICABLE ASTM STANDARDS, AS REFERENCED ABOVE. USING A LASER LEVEL, ADJUST SUPPORTS, SPANS OR OTHERWISE FOR INSTALLATION WITHIN SPECIFIED TOLERANCES. 13. PROVIDE KICK BRACING IN ACCORDANCE WITH INDUSTRY STANDARDS FOR WALL STUDS, CEILING MEMBERS, DRAFT OR SMOKE STOPS AND CURTAIN WALLS. PAINTING: 1. PROVIDE PAINT FINISHES FOR BUILDING AND OTHER SURFACES AS SCHEDULED ON DRAWINGS OR AS SPECIFIED HEREINAFTER, INCLUDING SEALING OR CONCRETE FLOOR AT CORRIDOR AND STOCK ROOM. NO PAINT FINISH IS REQUIRED ON ITEMS HAVING COMPLETE FACTORY FINISH, EXCEPT AS MAY BE SPECIFIED HEREINAFTER. NO PAINT FINISH IS REQUIRED ON PUTTY AND /OR SEALANT AT ALUMINUM WINDOWS, NON - FERROUS METAL UNLESS SPECIFICALLY MENTIONED IN THE PAINTING SCHEDULE, STAINLESS STEEL, INTERIOR OR EXTERIOR OF EXISTING BUILDING EXCEPT WHERE ALTERATIONS OCCUR OR WHERE SCHEDULED, GRILLES AND DIFFUSERS. NO PAINTING IS REQUIRED FOR INSULATED PIPING, EXCEPT WHERE EXPOSED IN FINISHED NON MECHANICAL ROOM SPACES. 2. PROTECT WORK OF OTHER TRADES FROM DAMAGE AND DEFACEMENT CAUSED BY THIS WORK REPAIR ANY DAMAGE CAUSED BY THE WORK OF THIS SECTION. REMOVE ELECTRICAL OUTLET AND SWITCH PLATES, MECHANICAL DIFFUSERS, GRILLES, ESCUTCHEONS, REGISTERS, SURFACE HARDWARE, FITTINGS AND FASTENINGS PRIOR TO COMMENCING THE WORK. STORE, CLEAN AND REPLACE UPON COMPLETION. 3. PAINT CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR IF ANY SURFACE TO BE PAINTED OR STAINED IS FOUND TO BE UNSUITABLE TO PRODUCE PROPER FINISH. APPLY NO FINISH MATERIAL UNTIL THE UNSUITABLE SURFACES HAVE BEEN MADE SATISFACTORY. 4. FINISH WORK SHALL BE UNIFORM, OF APPROVED COLOR, SMOOTH AND FREE FROM RUNS. MAKE ENDS OF PAINT ADJOINING OTHER MATERIALS OR COLORS SHARP AND CLEAN. WHERE HIGH GLOSS ENAMEL IS USED, LIGHTLY SAND UNDERCOAT TO OBTAIN A SMOOTH FINISH COAT. 5. PROVIDE ALL NEWLY PAINTED SURFACES WITH ONE (1) COAT TINTED PRIMER AND TWO (2) COATS FINAL COLOR COAT, UNLESS OTHERWISE RECOMMENDED BY MANUFACTURER'S SPECIFICATIONS. 6. DELIVER ALL PAINT TO JOB SITE IN UNOPENED CONTAINERS BEARING THE MANUFACTURERS LABEL AND SHOWING PAINT TYPE, SHEEN AND COLOR. 7. PAINT TYPES USED SHALL BE THOSE SPECIFICALLY RECOMMENDED BY THE MANUFACTURER FOR THE MATERIAL TO WHICH THEY WILL BE APPLIED. PAINTING CONTRACTOR SHALL FOLLOW MANUFACTURER'S INSTRUCTIONS FOR PROPER APPLICATION OF THE PAINTS. 8. ALL SURFACES TO BE PAINTED SHALL BE THOROUGHLY CLEANED AND PREPARED FOR PAINTING PRIOR TO APPLICATION OF PAINT. PROVIDE VENTILATORS AS REQUIRED TO PREVENT BUILD -UP OF FUMES. 9. SANDPAPER ALL NEW WOOD TO SMOOTH AND EVEN DUST OFF. AFTER PRIMING COAT HAS BEEN APPLIED THOROUGHLY FILL ALL NAIL HOLES AND OTHER SURFACE IMPERFECTIONS WITH PUTTY TINTED WITH PRIMER OR STAIN TO MATCH WOOD COLOR. SAND ALL WOODWORK BETWEEN COATS TO A SMOOTH SURFACE. 10. PRIME ALL SURFACES WHICH RECEIVE PAINT PRIOR TO APPLICATION OF FINAL FINISH, IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 11. BACK PRIME ALL EXTERIOR AND INTERIOR WOOD AND TRIM PRIOR TO INSTALLATION. THOROUGHLY CLEAN SURFACES AND APPLY NO FINISH UNLESS SURFACES ARE DRY AND READY FOR APPLICATION. SANDPAPER SURFACES OF TRIM SMOOTH AND WIPE CLEAN. AFTER STAIN COAT HAS BEEN APPLIED, FILL CRACKS AND HOLES WITH PLASTIC WOOD OR PUTTY. IF STAIN HAS BEEN USED, TINT CRACK FILLER TO MATCH PRIME BACKS OF TRIM. PRIME BARE WOODS SCHEDULED TO RECEIVE PAINT FINISH, FINISH NAIL HOLES, CRACKS AND OTHER IMPERFECTIONS WITH PUTTY AND SAND SMOOTH. 12. AT COMPLETION, TOUCH -UP AND RESTORE FINISH WHERE DAMAGED AND LEAVE ALL SURFACES IN GOOD AND CLEAN CONDITION. 13. OTHER PAINT MANUFACTURERS MAY NOT BE SUBSTITUTED. 14. FINISH INTERIOR SURFACES AS SCHEDULED ON DRAWINGS, EXCEPT AS MODIFIED AND SUPPLEMENTS HEREINAFTER AND UPON WRITTEN APPROVAL. GYPSUM WALL BOARD: 1. PROVIDE GYPSUM WALL PANELS MANUFACTURED IN ACCORDANCE WITH REQUIREMENTS OF ASTM -336. 2. PROVIDE TYPE "X" FIRE RETARDANT GYPSUM WALL BOARD PANELS 5/8" THICK, TESTED AND QUALIFIED FOR 1 HOUR RATING, TAPERED AND ROUNDED AT EDGES THROUGHOUT SPACE, AS INDICATED ON DRAWINGS. 3. PROVIDE METAL EDGE AND CORNER BEADS AT ENDS, EDGES AND CORNERS. 4. WATER RESISTANT GYPSUM WALL BOARD SHALL BE 5/8" THICK, QUALIFIED FOR 1 -HOUR RATING, TAPERED AND ROUNDED EDGES AND BE INSTALLED IN ALL WET AREAS AND AS INDICATED ON DRAWINGS. 5. FOR CONTROL JOINTS, PROVIDE U.S. GYPSUM #093 OR APPROVED EQUAL. INSTALL IN LOCATIONS AS RECOMMENDED BY INDUSTRY STANDARDS AND IN COMPLIANCE WITH U.S. GYPSUM STANDARDS. 6. PROVIDE FASTENERS IN ACCORDANCE WITH ASTM -C646, UNLESS OTHERWISE NOTED OR INDICATED. PROVIDE TYPE "S" BUGLE HEAD SCREWS FOR ATTACHMENT OF WALL BOARD TO METAL FRAMING, AND TYPE "S" PAN HEAD SCREWS FOR ATTACHMENT OF FRAMING TO DOOR FRAMES. 7. PROVIDE ALL INCIDENTAL AND ACCESSORY MATERIALS, TOOLS, EQUIPMENT, AND METHODS REQUIRED FOR SATISFACTORY COMPLETION OF GYPSUM WALLBOARD CONSTRUCTION INCLUDING ACCESS DOORS AND PANELS. 8. APPLY CONTINUOUS BEAD OF SEALANT AT ALL JOINTS OF WALLBOARD ABUTTING ADJACENT CONSTRUCTIONS, INCLUDING AROUND FRAMED OPENINGS AND OTHER PROTRUSIONS THROUGH WALLBOARD. WHERE UN- EXPOSED, PROVIDE ACOUSTIC SEALANT. 9. APPLY PRE - SEALANT; WHERE UN- EXPOSED, PROVIDE ACOUSTIC INDUSTRY STANDARDS. APPLY EMBEDDING COMPOUND REINFORCING TAPE CENTERED OVER JOINT; APPLY SKIM COAT. AFTER TAPING AND EMBEDDING IS DRY, APPLY SECOND COAT FILLING AND TAPER FLUSH WITH SURFACE, NO SECOND COAT REQUIRED AT INTERIOR ANGLES. FREE TAPE PENETRATIONS AT DEMISING WALLS, CORRIDOR ENVELOPE AND OTHER RATED ASSEMBLIES. 10. PROVIDE LEVEL 5 FINISH AT ALL AREAS EXPOSED TO VIEW. SUSPENDED ACOUSTICAL PANEL CEILINGS: 1. SYSTEM COMPONENTS SHALL CONFORM TO ASTM -C635 INTERMEDIATE DUTY AND UBC STANDARD 47 -18 INTERMEDIATE DUTY. INSTALLATION OF SYSTEMS SHALL CONFORM TO ASTMC636, WITH A DEFLECTION OF NOT MORE THAN 1 /360 OF THE SPAN. 2. FURNISH AND INSTALL ALL LABOR AND MATERIALS FOR COMPLETE ACOUSTICAL CEILING. REVIEW JOB SCHEDULE TO VERIFY INSTALLATION DATES AND MATERIAL AVAILABILITY. 3. COORDINATE ACOUSTICAL SUSPENSION SYSTEM WORK WITH OTHER SUCH AS CEILING LIGHT FIXTURES AND AIR OUTLETS. PROTECT FINISHED WORK INSTALLED BEFORE INSTALLATION OF ACOUSTICAL SUSPENSION SYSTEM. REPLACE WORK DAMAGED BY WORK UNDER THIS SECTION. 4. MAINTAIN FIRE AND SMOKE RATINGS AS REQUIRED BY CODES AND LANDLORD'S SPECIFICATIONS AND REGULATIONS. 5. ALL LOCKING CROSS TEES SUPPORTING OTHER CROSS TEES SHALL CONFORM TO THE SAME CLASSIFICATION AS THE MAIN RUNNERS. MAIN RUNNERS AND CROSS TEES SHALL BE COLD ROLLED ELECTRO- GALVANIZED STEEL. 6. WALL ANGLE MOLDINGS SHALL BE COLD ROLLED ELECTRO- GALVANIZED STEEL. 7. CORNERS SHALL BE MANUFACTURER'S PREFABRICATED INSIDE AND OUTSIDE CORNER MOLDINGS. 8. FINISH SHALL BE BAKED ENAMEL IN SELECTED COLOR. 9. HANGER SHALL BE 12 GAUGE GALVANIZED STEEL WIRE CONFORMING TO FS QQ -W -461, TYPE 1. 10. INSPECT LDCATIONS TO RECEIVE WORK AND CHECK THE EXISTING DIMENSIONS. BE CERTAIN BEFORE PROCEEDING WITH WORK THAT ALL REQUIRED INSPECTIONS HAVE BEEN MADE. COMMENCEMENT OF WORK CONSTITUTES ACCEPTANCE OF RESPONSIBILITY RELATED TO GUARANTEE REQUIREMENTS. 11. THE BUILDING SHALL BE EXAMINED BEFORE BEGINNING WORK TO DETERMINE THAT IT IS PROPERLY ENCLOSED AND THE STRUCTURE IS IN PROPER CONDITION TO RECEIVE ACOUSTICAL MATERIALS. 12. THE AREA SHALL BE BROOM CLEANED AND UNINTERRUPTED FOR FREE MOVEMENT OF SCAFFOLDING. SCAFFOLDING SHALL BE OF A TYPE THAT WILL NOT SCAR OR MAR FLOOR SURFACES AND WILL NOT DAMAGE OTHER CONSTRUCTION. WORK NOT TO PROCEED UNTIL SATISFACTORY CONDITIONS DESCRIBED ABOVE PRESIDE. 13. ATTACH HANGER WIRE TO SOUND, SECURE STRUCTURAL MEMBERS CAPABLE OF CARRYING THE LOAD WITHOUT DEFLECTION. WRAP, BOLT OR CLIP WIRE HANGERS TO STRUCTURAL STEEL MEMBERS, OR INSTALL DROP CLIPS ON STRUCTURAL STEEL MEMBERS AND 11E WIRE HANGERS TO DROP CLIPS. 14. INSTALL SUPPLEMENTARY FRAMING, BLOCKING AND BRACING WHERE NECESSARY TO SUSPEND CEILING SYSTEM FIXTURES AND EQUIPMENT AND WHERE SPACING OF STRUCTURAL SUPPORTS EXCEEDS SPECIFIED HANGER SPACING. WHERE DIRECT SUSPENSION OF SUPPLEMENTARY FRAMING FOR SUPPORT OF EQUIPMENT, FIXTURE OR DUCTWORK IS NOT POSSIBLE DUE TO OBSTRUCTIONS, SUPPLEMENTARY FRAMING MAY BE SUSPENDED BY "TRAPEZE" ARRANGEMENT OF HANGER WIRE. SUSPEND LIGHT FIXTURES FROM STRUCTURE BY ATTACHMENT ON ONE HANGER AT EACH CORNER OR THE FIXTURE. 15. FURNISH ADDITIONAL WIRES FOR LIGHTING FIXTURES AND MECHANICAL REGISTERS IN SUSPENDED CEILING. PROVIDE SEISMIC BRACING AS REQUIRED. 16. INSTALL CEILING SUSPENSION SYSTEM IN ACCORDANCE WITH ASTM -C636. LOADING OF ANY COMPONENT MAY NOT CAUSE DEFLECTION OF MORE THAN 1/360 OF THE SPAN. USE LASER LIGHT FOR LAYOUT AND LEVELING. 17. INSTALL MAIN RUNNERS 48 INCHES 0.C. 11E HANGER WIRES TO MAIN RUNNERS TIGHTLY WITH AT LEAST THREE FULL TURNS. INTERCONNECT MAIN RUNNERS BY LOCKING CROSS TEES 48 INCHES LONG TO FORM 24 INCH BY 48 -INCH MODULES. WHEREVER SHOWN ON THE DESIGN PLANS, THESE MODULES SHALL BE DIVIDED BY CROSS TEES TO FORM 24 INCH BY 24 -INCH SECTIONS. PROPER LENGTH LOCKING CROSS TEES SHALL ALSO BE INSTALLED ADJACENT TO ALL SIDES OF RECESSED LIGHT FIXTURES NOT SUPPORTED BY A MAIN RUNNER. 18. ALL SUSPENDED CEILINGS SHALL BE BRACED TO RESIST LATERAL AND HORIZONTAL MOVEMENT AS REQUIRED BY THE GOVERNING CODES. THE TENANT'S G.C. SHALL VERIFY ALL APPLICABLE CODES AND CONFORM. 19. CUT PANELS TO MATCH FIELD PATTERN RECESS. ANY ACOUSTICAL CEILING PANELS LESS THAN FULL SIZE SHALL HAVE CUT EDGES TRIMMED TO MATCH FACTORY REGULAR EDGES. SUSPENDED CEILING SHALL HAVE INTERSECT ALL VERTICAL WALLS AT 90 DEGREES UNLESS OTHERWISE NOTED. 20. UPON COMPLETION OF WORK FOLLOWING INSTALLATIONS OF SUSPENSION SYSTEMS, DIRTY OR DISCOLORED SURFACES OF SUSPENSION COMPONENTS SHALL BE CLEANED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND LEFT FREE FROM DEFECTS. COMPONENTS THAT ARE DAMAGED OR IMPROPERLY INSTALLED SHALL BE REMOVED AND REPLACED WITHOUT ADDITIONAL COST TO THE TENANT. 21. LEAVE FOUR FULL, UNDAMAGED PANELS AT JOB SITE. TILE 1. TILES MUST BE STORED ON A PERFECTLY FLAT AND HORIZONTAL SURFACE FOR AT LEAST 48 HOURS PRIOR TO INSTALLATION IN THE AREA IN WHICH THEY WILL BE INSTALLED. 2. IT IS CRITICAL THAT ALL FLOORS AND SURFACES ARE LEVEL, SMOOTH, EVEN, DRY, AND FREE FROM ALL DIRT. FLOOR MUST BE SOUND AND PROPERLY PREPARED FOR INSTALLATION. IF SLIGHT LEVELING OF SURFACE I5 REQUIRED, USE THE SAME MATERIALS AS SPECIFIED BY TILE MFR. ROOM TEMPERATURE MUST BE BETWEEN 50 AND 90 F. 3. LAYOUT JOB TO ENSURE PROPER PATTERN AND EXACT SPACING BETWEEN TILES. 4. ONLY USE RECOMMENDED SETTING MATERIALS. IT IS STRONGLY RECOMMENDED TO USE HYDRAULIC SETTINGS MATERIALS DUE TO LARGE FORMAT SIZE. READ AND FOLLOW THE ADHESIVE MANUFACTURERS INSTRUCTIONS. 5. WITH THE NOTCHED EDGE OF THE TROWEL (MAX. 3/8" V- NOTCH) SPREAD MORTAR EVENLY ON TO FLOOR. USING STRAIGHT EDGE TROWEL, UNIFORMLY BACK - BUTTER ENTIRE BACK OF TILE. DO NOT ATTEMPT TO COVER TOO LARGE OF AN AREA TO AVOID 'SKINNING' OF SETTING MATERIAL. WITH A RUBBER TILLERS MALLET, TAP TILE TO IMBED AND LEVEL. ENSURE GOOD ADHESION TO SETTING MATERIAL IN BUTT - JOINTED INSTALLATIONS, MAKE SURE THAT THERE IS NO SETTING MATERIALS BETWEEN TILES. USE APPROPRIATE SPACERS FOR INSTALLATIONS WITH JOINTS. ALLOW SETTINGS MATERIALS TO CURE FOR 24 HOURS BEFORE GROUTING. REVIEWED FOR CODE COMPLIANCE APPROVED DEC 14 2012 City of Tukwila BUILDING DIVISION Dim 37s RECEIVED CITY OF TUKVM1A NOV 3G20.12 PERMIT CENTER ARCHITECTURAL GROUP I NTERNATIONAL 15 WEST SEVENTH STRI::E: (: OV1N GIG '1, KENTUCKY 4.1 011 1 PH 8 5 9 - 2 6 1 . . . " - : , ; 4 0 0 FAX 859-261.55'30 This drawing is the property of ARCHfTECTURAL GROUP INTL and is not to be reproduced or copied in whole or h part, It is only to be used for the project end site specifically identified herein and Is not to be used on any other project. It is to be returned upon request, Scales as stated hereon are valid on the original drawing only. Contractor shall carefully review all dimensions and conditions shown hereon and at once report to the Architect any error, inconsis- tency or omissbn he may discover. Revisions: Mark Date By Description Issued 11/12/2012 CML ISSUED FOR FINAL LANDLORD /PERMIT APPROVAL A A LU I co T 0 z W W C W 1 0 2;1 = rte. r O 0 W CC O Architects Project No. 110912 Title SPECIFICATIONS Sheet No. A7.2 DIVISION 9 (CONT.) - FINISHES FIBERGLASS REINFORCED PLASTIC PANELS 1. PROVIDE PANELS, TRIM, SEALANT, AND ACCESSORIES AS INDICATED AND AS RECOMMENDED BY MANUFACTURER. 2. STORE PRODUCTS IN MANUFACTURER'S UNOPENED PACKAGING UN11L READY FOR INSTALLATION. 3. STORE AND DISPOSE OF SOLVENT -BASED MATERIALS, AND MATERIALS USED WITH SOLVENT -BASED MATERIALS, IN ACCORDANCE WITH REQUIREMENTS OF LOCAL AUTHORITIES HAVING JURISDICTION. 4. MAINTAIN ENVIRONMENTAL CONDITIONS (TEMPERATURE, HUMIDITY AND VENTILATION) WITHIN LIMITS RECOMMENDED BY MANUFACTURER FOR OPTIMUM RESULTS. DO NOT INSTALL PRODUCTS UNDER ENVIRONMENTAL CONDITIONS OUTSIDE MANUFACTURER'S ABSOLUTE LIMITS. 5. DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 6. IF SUBSTRATE PREPARATION IS THE RESPONSIBILITY OF ANOTHER INSTALLER, NOTIFY ARCHITECT OF UNSATISFACTORY PREPARATION BEFORE PROCEEDING. 7. TAKE PANELS OUT OF CARTONS AND ALLOW TO ACCLIMATIZE TO ROOM CONDITIONS FOR AT LEAST 48 HOURS PRIOR TO INSTALLATION. 8. PREPARE SURFACES USING THE METHODS RECOMMENDED BY THE MANUFACTURER FOR ACHIEVING THE BEST RESULT FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. 9. CLEAN SURFACES THOROUGHLY PRIOR TO INSTALLATION. 10. PROTECT EXISTING SURFACES FROM DAMAGE DUE TO INSTALLATION. 11. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 12. USE THE ADHESIVES RECOMMENDED BY THE PANEL MANUFACTURER UNLESS PROHIBITED BY LOCAL REGULATIONS; OBTAIN MANUFACTURER'S APPROVAL OF ALTERNATIVE ADHESIVES. 13. INSTALL CONTINUOUS BEAD OF SILICONE SEALANT IN EACH JOINT AND TRIM GROOVE AND BETWEEN TRIM AND ADJACENT CONSTRUCTION, MAINTAINING 1/8 INCH (3 MM) EXPANSION SPACE. 14. AVOID CONTAMINATION OF PANEL FACES WITH ADHESIVES, SOLVENTS, OR CLEANERS; CLEAN AS NECESSARY AND REPLACE IF NOT POSSIBLE TO REPAIR TO ORIGINAL CONDITION. 15. PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. 16. TOUCH -UP, REPAIR OR REPLACE DAMAGED PRODUCTS AFTER SUBSTANTIAL COMPLETION. RESILIENT FLOORING MAINTAIN MINIMUM TEMPERATURE OF 65 DEGREES F (18 DEGREES C) IN SPACES TO RECEIVE RESILIENT FLOORING FOR AT LEAST 48 HOURS PRIOR TO INSTALLATION, DURING INSTALLATION, AND FOR NOT LESS THAN 48 HOURS AFTER INSTALLATION. STORE RESILIENT FLOORING MATERIALS IN SPACES WHERE THEY WILL BE INSTALLED FOR AT LEAST 48 HOURS BEFORE BEGINNING INSTALLATION. SUBSEQUENTLY,' MAINTAIN MINIMUM TEMPERATURE OF 55 DEGREES F (13 DEGREES C) IN AREAS WHERE WORK IS COMPLETED. 2. INSTALL RESILIENT FLOORING AND ACCESSORIES AFTER OTHER FINISHING OPERATION, INCLUDING PAINTING, HAVE BEEN COMPLETED. DO NOT INSTALL RESILIENT FLOORING OVER CONCRETE SLABS UNTIL THE LATTER HAVE BEEN CURED AND ARE SUFFICIENTLY DRY TO ACHIEVE BOND WITH ADHESIVE AS DETERMINED BY RESILIENT FLOORING MANUFACTURER'S RECOMMENDED BOND AND MOISTURE TEST. 3. ADHESIVES (CEMENTS): WATERPROOF, STABILIZED TYPE AS RECOMMENDED BY FLOORING MANUFACTURER TO SUIT MATERIAL AND SUBSTRATE CONDITIONS. 4. CONCRETE SLAB PRIMER: NON- STAINING TYPE AS RECOMMENDED BY FLOORING MANUFACTURER. 5. LEVELING AND PATCHING COMPOUNDS: LATEX TYPE AS RECOMMENDED BY FLOORING MANUFACTURER. 6. REQUIRE INSTALLER TO INSPECT SUBFLOOR SURFACES TO DETERMINE THAT THE" JURFACES ARE SATISFACTORY. 8. PREPARE SUBFLOOR SURFACES AS FOLLOWS: a. USE LEVELING AND PATCHING COMPOUNDS AS RECOMMENDED BY RESILIENT FLOORING MANUFACTURER FOR FILLING SMALL CRACKS, HOLES AND DEPRESSIONS IN SUBFLOORS. b. REMOVE COATINGS FROM SUBFLOOR SURFACES THAT WOULD PREVENT ADHESIVE BOND, INCLUDING CURING COMPOUNDS INCOMPATIBLE WITH RESILIENT FLOORING ADHESIVES, PAINT, OILS, WAXES AND SEALERS. 9. BROOM CLEAN OR VACUUM SURFACES TO BE COVERED, AND INSPECT SUBFLOOR. 10. APPLY CONCRETE SLAB PRIMER, IF RECOMMENDED BY FLOORING MANUFACTURER, PRIOR TO APPLICATION OF ADHESIVE. APPLY IN COMPLIANCE WITH MANUFACTURER'S DIRECTIONS. 11. INSTALL RESILIENT FLOORING USING METHOD INDICATED IN STRICT COMPLIANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS. 12. SCRIBE, CUT, AND FIT RESILIENT FLOORING TO PERMANENT FIXTURES, BUILT -IN FURNITURE AND CABINETS, PIPES, OUTLETS AND PERMANENT COLUMNS, WALLS AND PARTITIONS. 13. TIGHTLY CEMENT RESILIENT FLOORING TO SUBBASE WITHOUT OPEN CRACKS, VOIDS, RAISING AND PUCKERING AT JOINTS, TELEGRAPHING OF ADHESIVE SPREADER MARKS, OR OTHER SURFACE IMPERFECTIONS, HAND ROLL RESILIENT FLOORING AT PERIMETER OF EACH COVERED AREA TO ASSURE ADHESION. 14. LAY 11LE FROM CENTER MARKS ESTABLISHED WITH PRINCIPAL WALLS, DISCOUNTING MINOR OFFSETS, SO THAT TILE AT OPPOSITE EDGES OF ROOM ARE 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. 15. MATCH TILES FOR COLOR AND PATTERN BY USING TILE FROM CARTONS IN SAME SEQUENCE AS MANUFACTURED AND PACKAGED. CUT TILE NEATLY AROUND ALL FIXTURES. BROKEN, CRACKED, CHIPPED OR DEFORMED TILE ARE NOT ACCEPTABLE. 16. ADHERE TILE FLOORING TO SUBSTRATES USING FULL SPREAD OF ADHESIVE APPLIED IN COMPLIANCE WITH FLOORING MANUFACTURER'S DIRECTIONS. 17. LAY SHEET FLOORING TO PROVIDE AS FEW SEAMS AS POSSIBLE WITH ECONOMICAL USE OF MATERIALS. MATCH EDGES FOR COLOR SHADING AND PATTERN AT SEAMS IN COMPLIANCE WITH MANUFACTURER'S RECOMMENDATIONS. 18. ADHERE SHEET FLOORING TO SUBSTRATES USING METHOD APPROVED BY FLOORING MANUFACTURER FOR TYPE OF SHEET FLOORING AND SUBSTRATE CONDITION INDICATED. a. USE CONVENTIONAL FULL SPREAD ADHESIVE METHOD. b. USE CONVENTIONAL PERIMETER BONDING ADHESIVE PROCEDURES WHERE RECOMMENDED BY FLOORING MANUFACTURER. 19. PREPARE SEAMS IN VINYL SHEET FLOORING IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS FOREMOST INCONSPICUOUS APPEARANCE, SEALING CONTINUOUSLY WITH FLUID- APPLIED SEALANT OR ADHESIVE AS STANDARD WITH MANUFACTURER. 20. 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 PRE - FORMED CORNER UNITS. TIGHTLY BOND BASE TO SUBSTRATE THROUGHOUT LENGTH OF EACH PIECE, WITH CONTINUOUS CONTACT AT HORIZONTAL AND VERTICAL SURFACES. a. ON MASONRY SURFACES, OR OTHER SIMILAR IRREGULAR SUBSTRATES, FILL VOIDS ALONG TOP EDGE OF RESILIENT WALL BASE WITH MANUFACTURER'S RECOMMENDED ADHESIVE FILLER MATERIAL. 21. PLACE RESILIENT EDGE STRIPS TIGHTLY BUTTED TO FLOORING AND SECURE WITH ADHESIVE. INSTALL EDGING STRIPS AT EDGES OF FLOORING WHICH WOULD OTHERWISE BE EXPOSED. 22. PERFORM THE FOLLOWING OPERATIONS IMMEDIATELY UPON COMPLETION OF RESILIENT FLOORING: a. b. c. d. 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. 23. PROTECT FLOORING AGAINST DAMAGE DURING CONSTRUCTION PERIOD TO COMPLY WITH RESILIENT FLOORING MANUFACTURER'S DIRECTIONS. 24. DELIVER STOCK OF MAINTENANCE MATERIALS TO STORE. FURNISH MAINTENANCE MATERIALS FROM SAME MANUFACTURER LOT AS MATERIALS INSTALLED AND ENCLOSED IN PROTECTIVE PACKAGING WITH APPROPRIATE IDENTIFYING LABELS. a. TILE FLOORING: FURNISH NOT LESS THAN ONE BOX FOR EACH 50 BOXES OR FRACTION THEREOF, FOR EACH TYPE, COLOR, PATTERN AND SIZE INSTALLED. DIVISION 10 - SPECIALTIES 1. COORDINATION: COORDINATE ACCESSORY LOCATIONS, INSTALLATION, AND SEQUENCING WITH OTHER WORK TO AVOID INTERFERENCE AND TO ASSURE PROPER INSTALLATION, OPERATION, ADJUSTMENT, CLEANING AND SERVICING OF TOILET ACCESSORY ITEMS. 2. CONFIRM EXISTENCE OF NECESSARY CONCEALED BLOCKING FOR SUPPORT FOR ACCESSORIES BEFORE PROCEEDING WITH INSTALLATION. 3. INSTALL TOILET ACCESSORY UNITS IN ACCORDANCE WITH MANUFACTURERS' INSTRUCTIONS, USING FASTENERS APPROPRIATE TO SUBSTRATE AND RECOMMENDED BY MANUFACTURER OF UNIT. INSTALL UNITS PLUMB AND LEVEL, FIRMLY ANCHORED IN LOCATIONS AND AT HEIGHTS INDICATED OR AS REQUIRED PER ADA COMPLIANCE. 4. SECURE MIRRORS TO WALLS IN CONCEALED, TAMPERPROOF MANNER WITH SPECIAL HANGERS, TOGGLE BOLTS, OR SCREWS. SET UNITS PLUMB, LEVEL AND SQUARE AT LOCATIONS INDICATED, IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS FOR TYPE OF SUBSTRATE INVOLVED. 5. ADJUST TOILET ACCESSORIES FOR PROPER OPERATION AND VERIFY THAT MECHANISMS FUNCTION SMOOTHLY. REPLACE DAMAGED OR DEFECTIVE ITEMS. 6. CLEAN AND POLISH ALL EXPOSED SURFACES IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AFTER REMOVING TEMPORARY LABELS AND PROTECTIVE COATINGS. WALK -OFF MATS 1. INSTALLER SHOULD BE HIGHLY EXPERIENCED PERFORMING WORK OF THIS SECTION, HAVING PREVIOUSLY DONE WORK SIMILAR TO THAT REQUIRED FOR THIS PROJECT. 2. COMPLY WITH MANUFACTURER'S ORDERING INSTRUCTIONS AND LEAD -TIME REQUIREMENTS TO AVOID CONSTRUCTION DELAYS. 3. DELIVER MATERIALS IN MANUFACTURER'S ORIGINAL, UNOPENED, UNDAMAGED PACKAGING. 4. STORE MATERIALS AT TEMPERATURE AND IN HUMIDITY CONDITION RECOMMENDED BY MANUFACTURER AND PROTECT FROM EXPOSURE TO HARMFUL WEATHER CONDITIONS. 5. EXCEPT AS OTHERWISE INDICATED HEREIN, SEQUENCING OR SCHEDULING FOR PERFORMANCE OF WORK, OF THIS SECTION IN RELATION WITH OTHER WORK IS CONTRACTOR'S OPTION. DELAY INSTALLATION OF MATS UNTIL NEAR TIME OF SUBSTANTIAL COMPLETION FOR THE PROJECT. 6. MAINTAIN TEMPERATURE WHERE PRODUCTS WILL BE INSTALLED BEFORE, DURING, AND AFTER INSTALLATION AS RECOMMENDED BY MANUFACTURER. 7. WHERE POSSIBLE, VERIFY ACTUAL MEASUREMENTS BY FIELD MEASURING BEFORE FABRICATION AND INCLUDE MEASUREMENTS IN SHOP DRAWINGS. TO AVOID CONSTRUCTION DELAYS, COORDINATE FIELD MEASUREMENTS AND FABRICATION SCHEDULE BASED UPON CONSTRUCTION PROGRESS. 8. EXAMINE SUBSTRATES AND CONDITIONS WHERE FLOOR MATS WILL BE INSTALLED. DO NOT PROCEED WITH INSTALLATION UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. SUB FLOOR SHALL BE CLEAN AND DRY, AND WITHIN ACCEPTABLE TOLERANCES. 9. STRICTLY COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS. COORDINATE INSTALLATION WITH ADJACENT WORK TO ENSURE PROPER CLEARANCES AND TO PREVENT TRIPPING HAZARDS. 10. WHERE NOT INDICATED OTHERWISE, PROVIDE SINGLE UNIT FOR EACH MAT INSTALLATION, BUT DO NOT EXCEED MANUFACTURER'S MAXIMUM SIZE RECOMMENDATION FOR UNITS INTENDED FOR REMOVAL AND CLEANING. WHERE POSSIBLE, VERIFY SIZES BY FIELD MEASUREMENT BEFORE SHOP FABRICATION. 11. PROVIDE ALUMINUM FRAMEWORK AS RECOMMENDED BY MANUFACTURER. 12. PROTECT INSTALLED PRODUCT AND FINISH SURFACES FROM DAMAGE DURING CONSTRUCTION AND UN11L ACCEPTANCE. REVIEWED FOR CODE COMPLIANCE APPROVED DEC 14 2012 City of Tukwila BUILDING DIVISION bs 237S CITY OF TUK MLA 6 NOV 30162 012 PERMIT CENTER ARCHITECTURAL GROUP I NTERNATIONAL 1; WEST SEVENTH i.:C:)viNGFC)" KE NT UCKY 4.1011 PH 85`r -261 -5400 FAX 859 -26 1 -`i `i 80 This drawing is the property of ARCHITECTURAL GROUP INT'L and is not to be reproduced or copied in whole or in part It is only to be used for the project and site specifically identified herein and is not to be used on any other project, It Is to be returned upon request. Scales as stated hereon are valid on the original drawing only. Contractor shall carefully review all dimensions and conditions shown hereon and at once report to the Architect any error, inconsis- tency or omission he may discover. Revisions: Mark Date By Description Issued 11/12/2012 CML ISSUED FOR FINAL LANDLORD /PERMIT APPROVAL uJ 2 co r O z cc W W CL 9F- cow 0 .4=1- r z0 W cc 0 1- co Architect's Project No. 110912 Title SPECIFICATIONS Sheet No. A7.3