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Permit D03-007 - SOUTHCENTER MALL - FRED MEYER JEWELERS - REMODEL
D03 -007 FRED MEYER JEWLERS 1119 Southcenter Mall Public Works Activities: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT Z _, 1 1—Z Parcel No.: 2623049023 Permit Number: D03-007 re w 2 Address: 1119 SOUTHCENTER MALL TUKW Issue Date: 02/26/2003 6 U Suite No: Permit Expires On: 08/25/2003 U 0 Tenant: LU I N ame: FRED MEYER JEWELERS N u_ Address: 1119 SOUTHCENTER MALL, TUKWILA WA w O 2 Owner: g 5 Name: JG SOUTHCENTER LTD Phone: N Address: 25425 CENTER RIDGE RD, CLEVELAND OH = W H Contact Person: Z 1— Name: CRAIG WRIGHT Phone: 216- 464 -4144 Z O Address: HERSCHMAN ARCHITECTS, 23625 COMMERCE PK ? Q Contractor: V OS Name: ELDER DEMOLITION INC Phone: 0 ' - Address: 5635 SE 111TH, PORTLAND, OR 97266 = u1 Contractor License No: ELDERDI030K1 Expiration Date: 12/05/2003 t-- F u_ O W Z 0- OF- z DESCRIPTION OF WORK: TENANT REMODEL OF EXISTING STORE Value of Construction: $130,000.00 Fees Collected: $1,921.39 Type of Fire Protection: SPRINKLERS Uniform Building Code Edition: 1997 Type of Construction: IV Occupancy per UBC: 0023 Curb Cut/Access /Sidewalk/CSS: N Fire Loop Hydrant: N Flood Control Zone: N Hauling: N Land Altering: N Landscape Irrigation: N Moving Oversize Load: N Sanitary Side Sewer: N Sewer Main Extension: N Storm Drainage: N Street Use: N Water Main Extension: N Water Meter: Channelization / Striping: Number: 0 Start Time: Volumes: Cut Start Time: Private: N Private: N ** Continued Next Page ** D03 -007 0 c.y. Size (Inches): 0 End Time: Fill 0 c.y. End Time: Public: N Public: N Printed: 02 -26 -2003 hY!. : 1..` T r•n.AY..w..4 Permit Center Authorized Signature: aF.sGele; 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 h: perfor:n nce of work. I am authorized to sign and obtain this development permit. Signature: . ,� /' ( J i _, Date: 42 /VD Print Name: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 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. D03 -007 Date: Printed: 02 -26 -2003 doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 2623049023 Permit Number: D03 -007 Address: 1119 SOUTHCENTER MALL TUKW Status: ISSUED Suite No: Applied Date: 01/09/2003 Tenant: FRED MEYER JEWELERS Issue Date: 02/26/2003 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 7: Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 8: Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 9: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 10: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations 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 ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 11: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 12: ** *FIRE DEPARTMENT CONDITIONS * ** 13: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 14: ** *FIRE EXTINGUISHERS * ** - UFC Article 10 and NFPA 10. 15: Maintain fire extinguisher coverage throughout. 16: The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) 17: Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. 18: Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 106.3) (UFC Standard 10 -1) 19: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 20: * * * EXITS * * * - UFC Article 12 21: No point in a sprinklered building may be more than 250 feet from an exit, measured along the path of travel. (UBC 1004.2.5.2.2) 22: Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) 23: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle D03 -007 ! n,,_ fl• .nevfVM .—.�. ?Vtt ,.. , rrfi rr. ., k,, ...w�'w Printed: 02 -26 -2003 3 .i4 is engaged from inside the tenant space. (UFC 1207.3) 24: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) 25: Gates and barriers shall be openable without the use of a key or any special knowledge or effort. Gates and barriers in an exit shall not be locked, chained, bolted, barred, latched or otherwise rendered unopenable at times when the building or area served by the exit is occupied. (UFC 1208.2) 26: Gates and barriers installed across an exit shall be of sufficient size as to be capable of opening so that the clear width of the opening is not less than the exit width required by the Building Code. (UFC 1208.3) 27: Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) 28: Manual operated edge- or surface - mounted flush bolts and surface bolts are prohibited. When exit doors are used in pairs and approved automatic flush bolts are used, the door leaf having the automatic flush bolts shall have no door knob or surface - mounted hardware. The unlatching of any leaf shall not require more than one operation. (UFC 1207.3) 29: * ** SPRINKLER SYSTEMS * ** - UFC ARTICLE 10 -NFPA 13 30: Maintian sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. 31: Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13- 4- 5.5.3.1) 32: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1901) 33: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 34: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and #1901) 35: ** *ELECTRICAL * ** UFC Article 85 - NPFA 70 - NEC 36: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 37: An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110- 16(a), NEC 110- 16(c)) 38: Doors into electrical control panel rooms shall be makred with a plainly visible and legible sign stating "ELECTRICAL ROOM" or similar approved wording. (UFC 8509.3) 39: * ** BUILDING CONSTRUCTION * ** - (UFC, UBC) 40: When walls and ceilings are required to be of fire resistive or noncombustible construction, interior finish materials shall meet the requirements of Uniform Building Code 803. 41: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 8 -B of the Uniform Building Code. (UBC 804.1) 42: Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. 43: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 44: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 D03 -007 Printed: 02 -26 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 regulating construction or the performance of work. Signature: Print Name: doc: Conditions cra D03 -007 • Date: - 2 /e0 3 Printed: 02 -26 -2003 Project Name /Tenant: to be done (please r be specific): cso.1_> C3 ` X1 I v Gv'rc C H Value of Construction: Proposed use: C ECRetail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑Other Site Address (include suite number) \ ` If City f�1 RP `-• State /Zip: Tax Parcel Num ` G. 45S Jer: Property Owner: � l I p c -� 1 Will there be storage of flammable /combustible hazardous material in the building? ❑ yes El no Attach list of materials and storage location on separate 8 1/2 X11 paper indicating quantities & Material Safety Data Sheets Phone: o - s - 7, - - 8 S reet Address: �l- City State /Zip: I �o Illl�v h1 I i,e5 i 11. 5 c �2 5 Fax #: "F, U - 5 'i I Contractor: � y�� �� 1 { � o I" t 1 Phone: Fax #: Street Address: City State /Zip: Architect: ■,? t P's�G- 1� C- Phone: n f Streee t Address Cit State /Zip: 1-?, 21 CO Z-5 ( \ r'I ' % FZK U.Y�I, (-} 1-1- Fax 1- - [0 S - Engin_e�e'��� f 4a u -ytJ Ph - 4 l (1 ° 11 Street Address: 11.E t' .A. J --- _i .6 , c_1, I- 1 City J c State /Zip: c-1--1 Fax #: 21(c.) 409 (P 3 5 Contact Person: C_? 'si U FT Street Address: I City State /Zip: Fax #: Description of work if \ to be done (please r be specific): cso.1_> C3 ` X1 I v Gv'rc C H Existing use: Retail El Restaurant ❑ Multi- family ❑ Warehouse 71 Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College/University ❑ Other Proposed use: C ECRetail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑Other Building Square Feet: 1 �L S e xisting No. of Stories: 1 Area of construction (sq ft): Will there be a change of use? ❑ yes Zpo _1_1" If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? in yes 41 no Existing fire protection features: et sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Will there be storage of flammable /combustible hazardous material in the building? ❑ yes El no Attach list of materials and storage location on separate 8 1/2 X11 paper indicating quantities & Material Safety Data Sheets CITY OF TU "ILA Permit Center 6300 Southcenter Pivd., Suite 100 Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete in order to be accepted for plan review. Project Number: Permit Number: Do • Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews maybe determined by the Public Works Department) ❑ Channelization /Striping El Curb cut/Access /Sidewalk ❑ Flood Control Zone ❑ Hauling ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): El Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition . No application shall be extended more than once. Date application accepted: ` 3 Date application expires: 1 Application taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM 11 /30 /00 c(permiLdoc ur s7'rtr. ,.. BUILDING OWNER OR AU HO • EI • g, T: Signature ,f Date: 7 �CN 5 l' Print name: G , v�irl _.. 'h•n i►1 G.i` Illy - . - -- 1-4.1- 'ri Address 2.. <e) • `/ / c5r j lb,I V, ,,a? c 1 --per -� Ci y/ tale W1 , c_34- i{ st . '2 APPLICATIOSMUST BE SUBMITTED WITH THESLLOWING: > ALL DRAWINGS TO BI STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing/grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). Z w ce W � ,J O O 0 to 0 W I ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled N "- w ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. t ❑ ❑ Vicinity Map showing location of site w ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack z = layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of w O rack. Structural calculations are required for rack storage eight feet and over. g U 0 0 - � I— w W LO Z ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ ❑ Construction details ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 999 Third Avenue, Suite 700, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. I I /30/0() sperm!!. duc tz 4't Y ;t� �tr3tn x�* , a 1.31 U = 0 Z Payee: K.J. MIRMAN CONSTRUCTION CO ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE RECEIPT Parcel No.: 2623049023 Permit Number: D03-007 Address: 1119 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 01/09/2003 Applicant: FRED MEYER JEWELERS Issue Date: Receipt No.: R03 -00228 Payment Amount: 1,166.39 Initials: SKS Payment Date: 02/26/2003 08:46 AM User ID: 1165 Balance: $0.00 TRANSACTION LIST: Type Method Description Amount Payment Check 10017 1,166.39 Account Code Current Pmts 000/322.100 000/345.830 000/386.904 1,161.75 .14 4.50 Total: 1,166.39 72 .' )2/26 97:1.6 TOTAL i.66 . - * Printed: 02 -26 -2003 TRANSACTION LIST: doc: Receipt City of Tkwi1a 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Z Itk ,i- W cc Parcel No.: 2623049023 Permit Number: D03-007 6 D Address: 1119 SOUTHCENTER MALL TUKW Status: PENDING U O Suite No: Applied Date: 01/09/2003 N 0 , Applicant: FRED MEYER JEWELERS Issue Date: W = ILI I- to LL . WO Receipt No.: R03 -00023 Payment Amount: 755.00 2 Initials: KAS Payment Date: 01/09/2003 10:44 AM u. j User ID: 1684 Balance: $1,166.39 = a I- L ZH Payee: HERSCHMAN ARCHITECTS Z O 0 w ui O � O • N Type Method Description Amount O H W Payment Check 27660 755.00 F = „ U u. O .Z w U= OI•- ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000/345.830 755.00 Total: 755.00 4250 01/09 9716 TOTAL 755.00 Printed: 01 -09 -2003 PERMIT NO.: `D03 -p0-7 BUILDING PERMITS INSPECTIONS ❑ I Progress Inspection Status ❑ 2 Pre- construction ❑ 3 Investigation ❑ 4 OK to Occupy ❑ 5 Remove Stop Work Order ❑ 6 Follow -up ❑ 7 Pre -Move Inspection ❑ 50 WSEC Residential ❑ 60 WA Ventilation/Indoor AQC ❑ 70 NLEA Inspection /Modular Struct ❑ 71 Mobile Home Tie Down Insp ❑ 72 Marriage Lines ❑ 90 Resteel ❑ 95 Footing Drains ❑ 100 Foundation Footings ❑ 200 Foundation Walls ❑ 250 Foundation Insulation ❑ 300 Concrete Slab /Slab Insulation ❑ 350 Crawl Space ❑ 400 Shear Wall Nailing ❑ 450 Plywood Wall Sheathing ❑ 500 Roof Sheathing Nailing ❑ 525 Plywood Deck Nailing ❑ 550 Exterior Wall Sheathing ❑ 600 Masonry Chimney 610 Chimney Installation/All Types 700 Framing 750 Roof /Ceiling Insulation ❑ 800 Floor Insulation ❑ 801 Wall Insulation ❑ 802 Exterior Roof Insulation ❑ 803 Glazing Inspection 815 Lighting and Controls 900 Suspended Ceiling 1000 Interior Wallboard Fastening ❑ 1001 Exterior Wallboard Fastening ❑ 1110 Pre -Move Inspection ❑ 1 I I5 Motor Inspection ❑ 1120 Pre -Demo ❑ 1140 Pre - reroof 1400 Final -Fire 1700 Final - Building 1900 Final - Reroof ❑ 3100 Site Visit ❑ 4000 Special - Concrete ❑ 4001 Special -Bolts in Concrete ❑ 4001 Special- Mom/Resist Conc Frame ❑ 4003 Special -Reinf Steel Prestress ❑ 4004 Special - Welding ❑ 4005 Special - High - Strength Bolting ❑ 4006 Special - Structural Masonry ❑ 4007 Special -Reinf Gypsum Concrete ❑ 4008 Special- Insulating Conc Fill ❑ 4009 Special -Spray Fireproofing ❑ 4010 Special - Piling, Piers, Caissons ❑ 4011 Special - Shotcrete ❑ 401 Special- Grading, Excav /Fill ❑ 4013 Special - Retaining Wall ❑ 4014 Special- Panels ❑ 4015 Special -Smoke Control System TENANT NAME: e�G CONDITIONS ,f 10001 No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division 10002 Plumbing permits shall be obtained through King Co 10003 Electrical permits obtained through L & I 10004 All mechanical work shall be under separate permit 10005 All permits, insp records & approved plans available 10006 All structural concrete shall be special inspected ❑ 10007 All structural welding shall be done by WABO certified inspector ❑ 10008 All high- strength bolting shall he special inspected ❑ 10009 Bolts installed in concrete shall be special inspected ❑ 10010 When special inspection is required...notify Tukwila Building Division doili 10011 The special inspector shall submit a final signed report 10012 Any new ceiling grid and light fixture installation 10013 Partition walls attached to ceiling grid 10014 Readily accessible access to roof mounted equipment ❑ 10015 Engineered truss drawings & cales shall be on site ❑ 10016 Any exposed insulation backing material shall have ❑ 10017 Subgrade preparation including drainage. excavation ❑ 10018 A statement from the roofing contractor verifying tire retardant class of roof ,► 10019 All construction to be done in conformance ■/approved plans ❑ 10020 Structural observation shall be provided for this project ❑ 10021 All food preparation establishments must have King Co ❑ 10022 Fire retardant treated wood shall have flame spread of ❑ 10023 Notify Building Division prior to placing any concrete ❑ 10024 All spray applied fireproofing shall be special inspected ❑ 10025 All wood to remain in placed concrete shall be treated 10026 All structural masonry shall be special inspected 10027 Validity of Permit 10028 Rack storage requires separate permit 10030 No occupancy of building until final insp by Bldg Div ❑ 10031 Comply with requirements ofTMC 16.04 ❑ 10032 Remove all weeds, concrete, stone foundations. flat concrete ❑ 10034 Removal ot' septic tanks require approval and compliance with King Co Health Dept. ❑ 10035 Contact PW Div to obtain insp for water /sewer connect ❑ 10036 Manufacturers installation instructions required on site ❑ 10038 A C of 0 will be required for this permit ❑ 10039 Final approval for all TI ■/in the limits of the SC Mall ❑ 10040 All construction noise to he in compliance with 8.2 TMC ❑ 10041 Ventilation is required for all new rooms & spaces ❑ 1004 Fuel burning appliances ❑ 10043 Appliances, which generate ❑ 10044 Water heater shall be anchored ❑ 11)045 Reroof ❑ "Anchoring — All new construct and substantial improvement shall be anchored to ' revent tlota ion" Plan Reviewer: Permit Tech: r 5:etoelete5 Date: Date: D Project: Fred Meyer welers Type of Inspection: ti na 1 Address: 5otAihc.enier Mall # i 1 9 Date Called: 5— , -03 Special Instructions: _. , ��, -., Date Wanted: 5 - 2._ 03 a p.m. Requester: A 1 �O� i i nscw Phone No: � 1 ZL L + o `t `7 • Z INSPECTION RECORD Retain a copy with permit I Do + oo7 INSPEC ON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Cell 805 - 2 430 -1087 Approved per applicable codes. ©Corre. tions required prior to approval. $47.00 REINSPECTIO ' FEE REQUIRED. Prior to inspection, fee must bp•i paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Monitor: Pre -Fire: Permits: Authorized Signature FINALAPP.FRM ' i.• ;-, Y}7:0∎a1.�rs'y atnv ";j-: �. trio- "r'N'FZ r'tiN:'Ai' r City of Tukwila Fire Department Thomas P. Keefe, Fire Chief .TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name fr rcd / #��/ -P� .. � I.'v .S Address / / i 9 S ( . ) , . . , 4 f ✓ Al 'I / 1 Suite # Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: r Hood & Duct: N' Halon: C) f ib - 'r y Steven M. Mullet, Mayor Permit No. ---) ] - co 2 Date Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206 -575 -4439 Pro'ect: re-o Type of Inspection......-- i ddress: / //9 t ic A47/ Date Called: Special Instructions: Date Wantt. _v._ a C .. a ..:. p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 El Approved per applicable codes. L3 -077 Tk4O. (206)431-3670 ' Corrections required prior to approval. COMMENTS: fl L s 7 We/via 64e Inspector: Date5i zj El $47.0 EINSPECTI I FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pro'- t: sea .* I I / �� . , . I. Typ= , Inspectio• .. y � I i ,. A. • r s q S ' • "a/ Date ailed: Special I "\ pitin Date Wanted: a.m. Reque er• Phone No: VI A pproved per applicable codes. COMMENTS: to INSPECTION RECORD Retain copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑Corrections required prior to approval. Date: '1J � .00 REINSPECTION F E REQUIRED. Pi ior to inspection, fee must be ai at 6300 Southcenter .Ivd., Suite 100. Call to schedule reinspection. Recei t No.: Date: Project: ,.; / f 'r ' 1,�;,`. e,r• .. ur.. fi • j (u '7,/ / Type of/Inspection: - ' ■ (.. c ,.. A.-A- ..!...:r e: C G-e- , ....-0-1 Address: / , / /// �``,C.- ./- Wit.. -r-;� Date Called: �5 - e' Special Instructions: Date Wanted - / 7 -0 a.m. p.m. Requester: Phone No: "' INSPECTION RECORD Retain a copy with permit INSPE ION N PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. corrections required prior to approval. COMMENTS: C: (,.__h_-_:/ksLo..G - k 06,1-€ 0 Date: 0 .00 REINSPECTION FEE • EQUIRED. Prior o inspection, fee must be aid at 6300 Southcenter BI d., Suite 100. C. II to schedule reinspection. Receipt No.: Date: Proje �� �-- Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: G/ a.m. m. Requester: Phone No: INSPECTION NO. 1 4 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit • PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 -3670 COMMENTS: 0 fr199,17 Date: y/ Corrections required prior to approval. $47.dd REINSPECTIO EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pr ject: 1 r rel A: te ve t TypP of pection: —T--V 1 4- • (A )G 1 IbrO r d A : s ,., iut 6 i Date Called f / / 7 Special Instructions: . Date Wan e : 7 /03 a.m f p.m. Requester:A 1 Phone o: _ Q [;(/' , tic! - aLI44AO 2„-- INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 X1c, G- IC Approved per applicable codes. Corrections required prior to approval. COMMENTS: El $47.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: — ,...%. ..,. I. a(e ) A ) re•A`k ‹..t.) 614- 1 r )vi — Pc{ CI Lt.) k kre3 r 'I ' ' OK SO t )4k C S I ce f ) . t. co - - 10/tQa( Ov -V.° Special Instructions: Date Wanted: 4 / /03 P.m• Ca:PE Reque7F 1 1 ---JOri /1-S °1/1 Phone No: "..._yig 0 Celt Pr ' F t: 4 — Cc-&k 0 ("Le Type of inspection: ms ---.(4,1/ Address „.. r-, . ,... -. C.- . 10/tQa( Date Callad: ilth Special Instructions: Date Wanted: 4 / /03 P.m• Ca:PE Reque7F 1 1 ---JOri /1-S °1/1 Phone No: "..._yig 0 Celt 1-6.. r. Retain a copy with permit INSPECTION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 El Approved per applicable codes. • INSPECTION RECORD ' 420 1C8 Corrections required prior to approval. - 4 ' \ 1 4 \ AA Inspector. Date: 03 ri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be " paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project Info Project Address FR E b J E w E L E P- S Date 12/2/02 500TH C ' N T E R M ALL For B C►it tit1➢se CITY OF TUKWILA r1 JAN -- 2003 PERMIT CENTER S EATTLF wa Applicant Name: (Z I c' N A R i� • :L O M E A R b( Applicant Address: 5'•f'SS.` ►FW 'kb." C L VE31 ° ' °fl Applicant Phone: 2I 6- 348- 96 f. Alteration Exceptions (check appropriate box) changes are being lighting g' made to the g ❑ No g g htin /� .... Area in ft i cu ❑ c 60% of fixtures new, installed lighting wattage not increased, g - r , 41G ,./.- 5'0 ' Location (floor /room no.) Occupancy Description Allowed .. Watts per ft .... Area in ft , 1 Allowed x Area 64CE5 g - r , 41G ,./.- 5'0 /5 .9..5 S 4 4..e S Ar74csJJI, L7 . ..5 CAM - 50."7: *' 2 Open Parking '. ` -'' S. 57 3 f't LAS 477AcXE s' J *4 3 Outdoor Areas t6!!r 5-165 " From Table 15 -1 over) - document all exceptions on form LTG -LPA Totals j 53 22954 Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed SA "4"1447444 e" l01 _5422"4: 7 0 5 . S_515 • S 4 4..e S Ar74csJJI, L7 . ..5 CAM - 50."7: *' 2 Open Parking '. ` -'' S. 57 3 f't LAS 477AcXE s' J *4 3 Outdoor Areas t6!!r 5-165 Total. Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 'Z 2.*2 Location • Description Allowed Watts , per ft or per If Area in ft` (or If for perimeter) Allowed Watts x ft (or x If) Covered Parking 0.2 W/ft2 Note: 2001 SEC does not allow trading between covered oarki g and ext. Itg Total Allowed Covered Parking Watts 7 . Open Parking '. ` -'' 0.15 W/ft : ' , tk o J. I. 0 Outdoor Areas t6!!r 0.15 W/ft Total Proposed Watts may not exceed Total Allowed Watts for r 0.-.11 O 1 ' S/ ' . 9 Total Proposed Watts Bldg. (by facade) 0.15 W/ft Bldg. (by perim) 7.5 W /If • Note: choose either the facade area or the perimeter method. but not both, Total Allowed Bldg. Exterior Watts Location Fixture Description No. of Fixtures . , Watts/Fixture Watts Proposed 7 . : ' , tk o J. I. 0 w • Total Proposed Watts may not exceed Total Allowed Watts for r 0.-.11 O 1 ' S/ ' . 9 Total Proposed Watts Proposed Lighting Wattage (Int:) Maximum Allowed Lighting Wattage (Exterior) 2002 Seattle Nonresidential Energy Code Compliance Form Project Description Compliance Option New Building Addition lteraton Bldg. >5 000 sq.ft. (auto shutoff re 'c ❑ 9 ❑ � A i ❑ 9• � 4• ( 4 ❑ PI Refer to SEC Section 1513 for controls and commissioning requirements. 0 Prescriptive SrLighting Power Allowance 0 Systems Analysis •f (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans) 40 Maximum Allowed. Lighting Wattage (Interio FILE COPY Notes on Proposed Lighting Wattage: 1. Use manufacturer's listed maximum input wattage. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used 2. Include exit lights exceeding 5.0 watts per fixture. 3. List all fixtures. For exempt lighting, note exception on applicable. fixtures. AD& j c Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, Proposed Lighting Wattage (Exterior) the default table in the NREC Technical Reference Manual may also be used. , 34240 S � � F Ci /STE °NAL -— po3-007 !• June 2002 . KJM/MAK 3 'HI she Project I n f o Project Address i r E p M E YE R JEWEL 25 Date 12/2/02 S ou 1`I-) c EN re MA L. t For Building Department Use SEATTLE , wA Applicant Name: RICH H A ' A D 1.0 M Q ,q R b I Applicant Address: 5.q BRuAhVint/ R1V [ 9-1416 1 off Applicant Phone: 2 i 6_ 3? 6" _? 6 6 0 Alteration Exceptions (check appropriate box) ❑ No changes are being made to the lighting • ❑ < 60% of fixtures new, installed lighting wattage not increased, and Table 15-1 use is not changed . Area in ft Location (floor /room no.) . Occupancy Description Allowed Watts pee ft . Area in ft Allowed x Area • '• From Table 15-1 over) - document all exceptions on form LTG -LPA Totals • . p Location Number of Watts/ Watts (floor /room no.) Fixture Fixtures Description tures Fixture Proposed f4LE5 ''B •1/ f1GOf trAf PSpdy 4.T ,A4 . C' S17 .t13; :;:o.c. -' -SA 4E5 ~t" F4 /O # /SPL 474. /! 2.:-7 - :}::'� , .S .QZE'S "F"PLLrOR. S/4 v L,.74, 4-1/ l . X05 • 2- at" Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts �• Allowed Watts , . Area in ft` Allowed Watts Location Description per ft or per If . (or If for perimeter) x fe (or x If) Covered Parking 0.2 W/ft - • - • S 1 . • 1 • . • girl • l • . - 1.; 1 • v -• 0 - 1, ' 1 • - . , • "A • Total Allowed Covered Parking Watts Open Parking • 0.15 W/ft • Outdoor Areas 0.15 W/ft Bldg. (by facade) 0.15 W/ft . Bldg. (by perim) 7.5 W/If Note: choose either the facade•area or the perimeter method. but not hoth . Total Allowed Bldg. Exterior Watts ' Location Fixture Description rt • . No. of Fixtures . Watts/Fixture • Watts Proposed ','' � 1�. C1 A, '• ..Z.... ' OF W A y 1 ` / • Total Proposed Watts may not exceed Total Allowed Watts for , � �,\`+ ` . \' Total Pro osed Watts Q . x p H Lighting Summary LTG -SUM -- ►• - 1 - 1 •/1 - 1 •- •l 11• - • -1•f - 1 • • • 1 • 1• '• 1 11' ■ • ' •11.1 Project Description ❑ New Building ❑ Addition jf Alteration ❑ Bldg. >5,000 sq.ft. (auto shutoff req'c ❑ Plans Indudec Refer to SEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Prescriptive X Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) in Maximum Allowed Lighting Watta • Pro osed Lighting Wattage (Int) 2002 Seattle Nonresidential Energy Code Compliance Form Interior) Maximum Allowed Lighting Wattage (Exterior Notes on Proposed Lighting Wattage: . 1. Use manufacturer's listed maximum input wattage. For hard-wired ballasts only,'the default table in the NREC Technical Reference Manual may also be used 2. Include exit lights exceeding 5.0 watts per fixture. 3. List all fixtures. For exempt lighting, note exception on applicable.fixtures..; • , . `- • Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, Pro Li Wattage (Exterior) the default table in the NREC Technical Reference Manual may also be used. x') • 1;Y - " 34249 .• �� F GISTt .7 EXPIRES L • � ' o a 3 1/0)- Allowed Watts , . Area in ft` Allowed Watts Location Description per ft or per If . (or If for perimeter) x fe (or x If) Covered Parking 0.2 W/ft - • - • S 1 . • 1 • . • girl • l • . - 1.; 1 • v -• 0 - 1, ' 1 • - . , • "A • Total Allowed Covered Parking Watts Open Parking • 0.15 W/ft • Outdoor Areas 0.15 W/ft Bldg. (by facade) 0.15 W/ft . Bldg. (by perim) 7.5 W/If Note: choose either the facade•area or the perimeter method. but not hoth . Total Allowed Bldg. Exterior Watts ' Location Fixture Description rt • . No. of Fixtures . Watts/Fixture • Watts Proposed ','' � 1�. C1 A, '• ..Z.... ' OF W A y 1 ` / • Total Proposed Watts may not exceed Total Allowed Watts for , � �,\`+ ` . \' Total Pro osed Watts Q . x p H Lighting Summary LTG -SUM -- ►• - 1 - 1 •/1 - 1 •- •l 11• - • -1•f - 1 • • • 1 • 1• '• 1 11' ■ • ' •11.1 Project Description ❑ New Building ❑ Addition jf Alteration ❑ Bldg. >5,000 sq.ft. (auto shutoff req'c ❑ Plans Indudec Refer to SEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Prescriptive X Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) in Maximum Allowed Lighting Watta • Pro osed Lighting Wattage (Int) 2002 Seattle Nonresidential Energy Code Compliance Form Interior) Maximum Allowed Lighting Wattage (Exterior Notes on Proposed Lighting Wattage: . 1. Use manufacturer's listed maximum input wattage. For hard-wired ballasts only,'the default table in the NREC Technical Reference Manual may also be used 2. Include exit lights exceeding 5.0 watts per fixture. 3. List all fixtures. For exempt lighting, note exception on applicable.fixtures..; • , . `- • Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, Pro Li Wattage (Exterior) the default table in the NREC Technical Reference Manual may also be used. x') • 1;Y - " 34249 .• �� F GISTt .7 EXPIRES L • � ' o a 3 1/0)- • . No. of Fixtures . Watts/Fixture • Watts Proposed ','' � 1�. C1 A, '• ..Z.... ' OF W A y 1 ` / • Total Proposed Watts may not exceed Total Allowed Watts for , � �,\`+ ` . \' Total Pro osed Watts Q . x p H Lighting Summary LTG -SUM -- ►• - 1 - 1 •/1 - 1 •- •l 11• - • -1•f - 1 • • • 1 • 1• '• 1 11' ■ • ' •11.1 Project Description ❑ New Building ❑ Addition jf Alteration ❑ Bldg. >5,000 sq.ft. (auto shutoff req'c ❑ Plans Indudec Refer to SEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Prescriptive X Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) in Maximum Allowed Lighting Watta • Pro osed Lighting Wattage (Int) 2002 Seattle Nonresidential Energy Code Compliance Form Interior) Maximum Allowed Lighting Wattage (Exterior Notes on Proposed Lighting Wattage: . 1. Use manufacturer's listed maximum input wattage. For hard-wired ballasts only,'the default table in the NREC Technical Reference Manual may also be used 2. Include exit lights exceeding 5.0 watts per fixture. 3. List all fixtures. For exempt lighting, note exception on applicable.fixtures..; • , . `- • Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, Pro Li Wattage (Exterior) the default table in the NREC Technical Reference Manual may also be used. x') • 1;Y - " 34249 .• �� F GISTt .7 EXPIRES L • � ' o a 3 1/0)- Lighting Summary LTG -SUM -- ►• - 1 - 1 •/1 - 1 •- •l 11• - • -1•f - 1 • • • 1 • 1• '• 1 11' ■ • ' •11.1 Project Description ❑ New Building ❑ Addition jf Alteration ❑ Bldg. >5,000 sq.ft. (auto shutoff req'c ❑ Plans Indudec Refer to SEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Prescriptive X Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) in Maximum Allowed Lighting Watta • Pro osed Lighting Wattage (Int) 2002 Seattle Nonresidential Energy Code Compliance Form Interior) Maximum Allowed Lighting Wattage (Exterior Notes on Proposed Lighting Wattage: . 1. Use manufacturer's listed maximum input wattage. For hard-wired ballasts only,'the default table in the NREC Technical Reference Manual may also be used 2. Include exit lights exceeding 5.0 watts per fixture. 3. List all fixtures. For exempt lighting, note exception on applicable.fixtures..; • , . `- • Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, Pro Li Wattage (Exterior) the default table in the NREC Technical Reference Manual may also be used. x') • 1;Y - " 34249 .• �� F GISTt .7 EXPIRES L • � ' o a 3 1/0)- Project Info Project Address FR.pp MEyE R JEW EI•ERS Date 12/2/02 Sov T•H cE)T ER AAA LL For Building Department Use • SEATTLE , WA Applicant Name: R i CN AR D 1- 0M QA R Q $ Applicant Address: g s BRO/V)VIEW Rd,/ 4.LVE•f1ND , off 1'11351 Applicant Phone: Z 1 b_ 3? 8 - 9 6 6 0 Alteration. Exceptions (chek appropriate box) ❑ No changes are being made to the lighting ❑ < 60% of fixtures new, installed lighting wattage not increased, and Table 15-1 use is not changed . . Area in ft Location (floor /room no.) Occupancy Description Allowed Watts per' ft . . Area in ft Allowed x Area "" From Table 15-1 over) - document all exceptions on form LTG -LPA Totals p Location - Number of Watts/ Watts (floor /room no.) Fixture Description Fixtures Fixture Proposed .5 e9 r " M " "A4 4 ,. FLueR.. /r$ S G S 3 z. 5" .Sepe.. -ES , 'A '' ' F uaa, 9 ra.,r L•a4.=` 5' Lt S Z- S 5091-6 - dr 5rt�o11 5 0 /5" Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 5" 65- Allowed Watts , r . Area in ft` Allowed Watts Location Description per.ft or per tf • (or tf for perimeter) x ft (or x tf) Covered Parking '. '‘g.4-.':. t •• • 0.2 Wift �. -• � r .. ' ,. _ ;■:.' - � - -. .v ■z,.•-16 ' ■.. ■ • "A • Total Allowed Covered Parking Watts • • Open Parking . ' - 0.15 W/ft - Outdoor Areas 0.15 W/ft Bldg. (by facade) 0.15 W/ft Bldg. (by perim) 7.5 W/If Note• choose either the facade'area or the perimeter methnd. but not both Total Allowed Bldg. Exterior Watts p Location Fixture Description - No. of Fixtures . Watts/Fixture Watts Proposed G Q, n � -WASy < Total Proposed Watts may not exceed Total Allowed Watts for Exterior P C. roposed Watts Lighting Summary LTG -SU M • - t . r•u- !I ■• • .h •.■•t - I • -I' • I •■ •• , r. •- •• • - .ill • Project Description ❑ New Building ❑ Addition Alteration ❑ Bldg. >5,000 sq.ft (auto shutoff req'c ❑ Plans Indudec Refer to SEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Prescriptive Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Maximum Allowed Li Wattage (Interior) Pro osed Lighting Wattage (Int) 2002 Seattle Nonresidential Energy Code Compliance Form Maximum Allowed Li Wattage (Exterior) June 2002 - KJM/MAK Notes on Proposed Lighting Wattage: 1. Use manufacturer's listed maximum input wattage. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used 2. Include exit lights exceeding 5.0 wafts per fixture. 3. List all fixtures. 'For exempt lighting, note exception on applicable.fixtures. Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, Pro osed Li Wattage (Exterior) the default table in the NREC Technical Reference Manual may also be used. d , 342gQ C . �, /. !Vic► r�- [ EXPIRES RAWer..4 /ckjI Via r . -r... v. ryl:I,uf.'t+iHi1A5:Kh.•`t « ftJ6Y:{ Allowed Watts , r . Area in ft` Allowed Watts Location Description per.ft or per tf • (or tf for perimeter) x ft (or x tf) Covered Parking '. '‘g.4-.':. t •• • 0.2 Wift �. -• � r .. ' ,. _ ;■:.' - � - -. .v ■z,.•-16 ' ■.. ■ • "A • Total Allowed Covered Parking Watts • • Open Parking . ' - 0.15 W/ft - Outdoor Areas 0.15 W/ft Bldg. (by facade) 0.15 W/ft Bldg. (by perim) 7.5 W/If Note• choose either the facade'area or the perimeter methnd. but not both Total Allowed Bldg. Exterior Watts p Location Fixture Description - No. of Fixtures . Watts/Fixture Watts Proposed G Q, n � -WASy < Total Proposed Watts may not exceed Total Allowed Watts for Exterior P C. roposed Watts Lighting Summary LTG -SU M • - t . r•u- !I ■• • .h •.■•t - I • -I' • I •■ •• , r. •- •• • - .ill • Project Description ❑ New Building ❑ Addition Alteration ❑ Bldg. >5,000 sq.ft (auto shutoff req'c ❑ Plans Indudec Refer to SEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Prescriptive Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Maximum Allowed Li Wattage (Interior) Pro osed Lighting Wattage (Int) 2002 Seattle Nonresidential Energy Code Compliance Form Maximum Allowed Li Wattage (Exterior) June 2002 - KJM/MAK Notes on Proposed Lighting Wattage: 1. Use manufacturer's listed maximum input wattage. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used 2. Include exit lights exceeding 5.0 wafts per fixture. 3. List all fixtures. 'For exempt lighting, note exception on applicable.fixtures. Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, Pro osed Li Wattage (Exterior) the default table in the NREC Technical Reference Manual may also be used. d , 342gQ C . �, /. !Vic► r�- [ EXPIRES RAWer..4 /ckjI Via r . -r... v. ryl:I,uf.'t+iHi1A5:Kh.•`t « ftJ6Y:{ p Location Fixture Description - No. of Fixtures . Watts/Fixture Watts Proposed G Q, n � -WASy < Total Proposed Watts may not exceed Total Allowed Watts for Exterior P C. roposed Watts Lighting Summary LTG -SU M • - t . r•u- !I ■• • .h •.■•t - I • -I' • I •■ •• , r. •- •• • - .ill • Project Description ❑ New Building ❑ Addition Alteration ❑ Bldg. >5,000 sq.ft (auto shutoff req'c ❑ Plans Indudec Refer to SEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Prescriptive Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Maximum Allowed Li Wattage (Interior) Pro osed Lighting Wattage (Int) 2002 Seattle Nonresidential Energy Code Compliance Form Maximum Allowed Li Wattage (Exterior) June 2002 - KJM/MAK Notes on Proposed Lighting Wattage: 1. Use manufacturer's listed maximum input wattage. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used 2. Include exit lights exceeding 5.0 wafts per fixture. 3. List all fixtures. 'For exempt lighting, note exception on applicable.fixtures. Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, Pro osed Li Wattage (Exterior) the default table in the NREC Technical Reference Manual may also be used. d , 342gQ C . �, /. !Vic► r�- [ EXPIRES RAWer..4 /ckjI Via r . -r... v. ryl:I,uf.'t+iHi1A5:Kh.•`t « ftJ6Y:{ Lighting Summary LTG -SU M • - t . r•u- !I ■• • .h •.■•t - I • -I' • I •■ •• , r. •- •• • - .ill • Project Description ❑ New Building ❑ Addition Alteration ❑ Bldg. >5,000 sq.ft (auto shutoff req'c ❑ Plans Indudec Refer to SEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Prescriptive Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Maximum Allowed Li Wattage (Interior) Pro osed Lighting Wattage (Int) 2002 Seattle Nonresidential Energy Code Compliance Form Maximum Allowed Li Wattage (Exterior) June 2002 - KJM/MAK Notes on Proposed Lighting Wattage: 1. Use manufacturer's listed maximum input wattage. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used 2. Include exit lights exceeding 5.0 wafts per fixture. 3. List all fixtures. 'For exempt lighting, note exception on applicable.fixtures. Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, Pro osed Li Wattage (Exterior) the default table in the NREC Technical Reference Manual may also be used. d , 342gQ C . �, /. !Vic► r�- [ EXPIRES RAWer..4 /ckjI Via r . -r... v. ryl:I,uf.'t+iHi1A5:Kh.•`t « ftJ6Y:{ Prescriptive Spaces Occupancy: 0 Warehouses, storage areas or aircraft storage hangers 0 Other Qualification Checklist' Note: If occupancy type is "Other and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: ❑ Check here if at least 95% of fixtures in the space meet all four criteria: . 1. Only one or two lamp fixtures, 2 Luminaires have reflector or louver assembly directing light 3. Fitted with T -1, T -2, T-4, T -5, T-6, T -8 or compact fluorescent lamps from 5 to 600 watts, and 4. Ballasts are hard -wired fluorescent electronic dimming ballasts with photocell or programmable •' uu.• •• • • - -u• • - •.- 1•, •uua• - - 01 -, - •• electronic ballasts that screw into medium base sockets do not comply with this section). TABLE 15-1 Unit Lighting Power Allowance (LI'A) Use' LPA` (W /sf) Use' LPA` (W /sf) Painting, welding, carpentry, machine shops 2.3 Medical office, clinics'` 1.2 Barber shops, beauty shops 2.0 Police and fire stations 4,2 1.0 Hotel banquet/conference /exhibition hall 2.0 Atria (atriums) . 1.0 Laboratories 2,0 1_8 Assembly spaces ", auditoriums, gymnasia", heaters • 1.0 Aircraft repair hangars 1.5 Group R -1 common areas 1.0 Cafeterias, fast food establishments' 1.5 Process plants 1.0 Factories, workshops, handling areas 1.5 Restaurants/bars' 1.0 Gas stations, auto repair shops 1.5 Locker and/or shower facilities 0.8 Institutions 1.5 Warehouses", storage areas 0.5 Libraries 1.5 Aircraft storage hangars • 0.4 Nursing homes and hoteVmotel guest rooms 1.5 Retail"', retail banking . 1.5 Wholesale stores (pallet rack shelving) 1.5 Parking garages . See Section 1532 Mall concourses • 1.4 Schools buildings (Group E occupancy only), school classrooms, day care centers 1.35 1.2 Plans Submitted for Common Areas Only' • Laundries • • 4-31 Main floor building lobbies' (except mall concourses) 1.2 Office buildings, office /administrative areas in. facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches)5'7'11 1-2 1_0 Common areas, corridors, toilet facilities and washrooms, elevator lobbies • 0.8 . Footnotes for Table 15-1 . 2002 Seattle Nonresidential Energy Code Compliance Form Lighting Summa ack) LTG-SUM ►• - . -• - I•u. . . •l a• - 1 • -.. • 1 •1 P -• i - u - . • In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. . 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5)• Watts per square foot of room may increased by two percent per foot of ceiling height above nine feet. 6) Includes pump area under canopy. 7) 1) . For conference rooms and offices less than 150 square feet with full - height partitions, a Unit Lighting Power Allowance of 1.20 W /sq.ft. may be used. 8) For the fire engine room, the Unit Lighting Power Allowance is 1.0 watts per square foot. 9) For indoor sport tournament courts with adjacent spectator seating, the Unit Lighting Power Allowance for the court area is 2.6 watts per square foot 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter height partitions (transparent or opaque), and lighting for free - standing display where the lighting moves with the display, are exempt An additional 1.5 w/ft of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floorplan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. 12) Medical and clinical offices include those facilities which, although not providing overnight patient care. do provide medical, dental, or psycholooical examination and treatment. These spaces include, but are not limited to. laboratories and treatment centers. ection 1513 as applicable June 2002 - KJM/MAK ;:!Dt rpm xuandaloe r. attsz rel..APA4FriFM Location (floor /room no.) Occupancy Description Allowed Watts per ft Ceiling Height for this room Ceiling Height limit for this exception" Adjusted LPA Watts per ft 'e4t7 yy. ?.e G E 15"-- / ice 6 te7E - 5 / dc tic . 44. owirD Iii4 ?'T.1 A2-" . . / #J'C 4JE .1, c fro/F 7 2 - 2 c 3 0 led. iic7t 22.9 5" la " R "ic",AT weF.t 4,2 f . . ' 4 0 5'W le Q 7 e,e" 7 - 0 : . ' 3iSa4-4-) lill-t 31 c - 2 2`t S-- 8'Sc`4 J4./*/ c y 15 f// 7-ex. eci • .: , viJ L. 74- 3ti M.92r Adjusted Lighting Power Allowances (Interior) 2002 Seattle Nonresidential Energy Code Compliance Form Lighting Power All • = nce Adjustments LTG -LPA Note new automatic daylighting. occupancy sensor. and other control reauirements of Section 1513. as applicable, Project Address PA 's I V F'g 4* 14/1 16"•€, f Date 12/2/02 Use this form if you are claiming any ceiling height adjustments for your Lighting Power Allowances for interior lighting. The Occupancy Description should agree with the "Use" listed on Code Table 15 -1. Identify the appropriate • Ceiling Height Limit (9 feet, 12 feet or 20 feet) on which the adjustment is based. The Adjusted LPA is calculated from this number and from the Allowed Watts per ft Carry the Adjusted LPA to the corresponding "Allowed Watts per ft location on LTG -SUM. " From Table 15 -1 based on exceptions listed in footnotes June 2002 - KJM/MAK Lighting Permit Note new automatic daylighting. Pla CheckI st LTG -CHK occupancy sensor. and other control revuirements of Section 1513. as applicable. June 2002 - KJM/MAK Project Address fir-Rem fir-Re me. VER ,./e. we t. - -,es,. sou 7r 1 CE.47 -r /• 4(4 %LSAT") te1/ Date 12/2/02 The following information is necessary to check a lighting permit application for compliance with the lighting requirements in the 1994 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) Ai 0 9 r 1513.1 Local control /access Schedule with type, indicate locations 1513.2 Area controls Maximum limit per switch 6 1513.3 Daylight zone control Schedule with type and features, indicate locations vertical glazing Indicate vertical glazing on plans ,v` f • overhead glazing Indicate overhead glazing on plans 1513.4 Display /exhib /special Indicate separate controls Af, "Q 1513.5 ' Exterior shut -off Schedule with type and features, indicate location Ai. 4 (a) timer w /backup Indicate location ; 4 . (b) photocell. Indicate location N, A , • '1513.6 Inter. auto shut -off Indicate location • 1513.6.1 (a) occup. sensors Schedule with type and locations • 1L+1 . 1513.6.2 . (b) auto. switches _ ' _ Schedule with type and features (back -up, override capability), Indicate size of zone on plans ' . 4 1513.7 Commissioning Indicate requirements for lighting controls commissioning n.a. • Lighting Sum. Form • . Completed and attached. Schedule with fixture types, tamps, ballasts, watts per fixture ' • A1i441. JElec motor efficiency MECH -MOT or Equipment Schedule with hp, rpm, efficiency 2002 Seattle Nonresidential Energy Code Compliance Form If "no" is circled for any question, provide explanation: ....�,..,ia. ?: «yt.,;,%c� iLi:z++'c!;y::i.+�' «�4J »' i:�iS�w:�s;a��•rSwrY+,k: 2002 Seattle Nonresidential Energy Code Complian ^e Form Lighting Permit Pl. - Checklist Lighting - General Requirements 1513 Lighting Controls. Lighting, including exempt lighting in Section 1512, shall comply with this section. Where occupancy sensors are cited, they shall have the features listed in Section 1513.6.1. Where automatic time switches are cited, they shall have the features listed in Section 1513.6.2. 1513.1 Local Control and Accessibility: Each space, enclosed by walls or ceiling- height partitions, shall be provided with lighting controls located within that space. The lighting controls, whether one or more, shall be capable of turning off all lights within the space. The controls shall be readily accessible, at the point of entry/exit, to personnel occupying or using the space. EXCEPTIONS: The following lighting controls may be centralized in remote locations: 1. Lighting controls for spaces which must be used as a whole. 2. Automatic controls. when provided in addition to manual controls, need not be accessible to the users and may be centralized in a remote location. 3. Controls requiring trained operators. 4. Controls for safety hazards and security. 1513.2 Area Controls: The maximum lighting power that may be controlled from a single switch or automatic control shall not • exceed that which is provided by a twenty ampere circuit loaded to not more than eighty percent. A master control may be installed provided the individual switches retain their capability to function independently. Circuit breakers may not be used as the sole means of switching. EXCEPTIONS: 1. Industrial or manufacturing process areas, as may be required for production. ' 2. Areas less than five percent of footprint for footprints over 100,000 square feet. 1513.3 Daylight Zone Control: All daylighted zones, as defined in Chapter 2 (see Exhibits 1513.3a and 1513.3b), both under overhead glazing and adjacent to vertical glazing, shall be provided with • -' • sensing a: automatic controls which control the lights independent of general area lighting, and. b. automatically reduce lighting power in response to available . daylight by either . i. a combination of multi -level switching and with daylight - sensina automatic controls, which are capable of reducing the light level automatically and tuminq the lights off (where single lamp luminaires are installed, automatically switching 50% of the luminaires off is an acceptable means of reducing the light level), or ii. a combination of dimming ballasts and with daylight - sensing automatic controls, which are capable of dimming the lights continuously. Contiguous daylight zones adjacent to vertical glazing are allowed to be controlled by a single controlling device provided that they do not include zones facing more than two adjacent cardinal orientations (i.e. north, east, south, west). Daylight zones under overhead. glazing more than 15 feet from the perimeter shall be controlled separately from daylight zones adjacent to vertical glazing. EXCEPTIONS: 1. Daylight spaces enclosed by walls or ceiling height partitions and containing 2 or fewer light fixtures are not required to have a separate switch for general area lighting. 2. HID lamps with automatic controls that are capable of reducing the light level by at least 50% in lieu of continuous dimming controls in Section 1513.3b. 3. HID lamps 150 watts or less are exempt from the dimming requirements in Section 1513.3b. 1513.4 Display, Exhibition, and Specialty Lighting Controls: All display, exhibition, or specialty lighting shall be controlled independently of general area lighting. 1513.5 Automatic Shut -Off Controls, Exterior: Exterior lighting including sic shall be capable of being automatically switched off durinc daylight hours by either a combination of timer and photoc or a timer with astronomic control. Automatic time switches must also have program back -up capabilities, which preve the loss of program and time settings for at least 10 hours, power is interrupted. 1513.6 Automatic Shut -Off Controls, Interior: 9tfee Buildings greater than 5,000 sq. ft. and all school classroo shall be equipped with separate automatic controls to shut the lighting during unoccupied hours. Within these buildinc office areas less than 300 ft enclosed by walls or ceiling t partitions, and all meeting and conference rooms, and all school classrooms, shall be equipped with occupancy sen that comply with Section 1513.6.1. For other spaces, automatic controls may be an occupancy sensor, time swig or other device capable of automatically shutting off lightin that complies with Section 1513.6.1 or 1513.6.2. EXCEPTIONS: 1. Areas that must be continuously Illuminated (e ;q. hour convenience stores), or illuminated in a manner requirir manual operation of the lighting. 2. Emergency lighting systems. ' 3. Switching for industrial or manufacturing process facilities as may be required for production. 4. Hospitals and laboratory spaces. 5. Areas in which medical or dental tasks are perfom are exempted from the occupancy sensor requirement. 1513.6.1 Occupancy Sensors: Occupancy sensors shall capable of automatically turning off all the lights in an area more than 30 minutes after the area has been vacated. Li fixtures controlled by occupancy sensors shall have a wall mounted manual switch capable of turning off lights when space is occupied. 1513.6.2 Automatic Time Switches: Automatic time swill shall have a minimum 7 day clock and be capable of being for 7 different day type per week and incorporate an auto holiday "shut -off" feature, which turns off all loads for at lei 24 hours and then resumes normally scheduled operation: Automatic time switches shall also have program back -up capabilities, which prevent the loss of program and time settings . for at least 10 hours, if power is interrupted. Automatic time switches shall incorporate an over -rid( switching device which: a) is readily accessible; b) is located so that a person using the device can see tl lights or the areas controlled by the switch, or so that area being illuminated is-annunciated; and c) is manually operated; d) allows the lighting to remain on for no more than two I When an over -ride is initiated; and e) controls an area not exceeding-5,000 square feet or 5 percent of footprint for footprints over 100,000 square whichever is greater. 1513.7 Commissioning Requirements: For lighting conti which include daylight or occupant sensing automatic cunt automatic shut -off controls, occupancy sensors, or autorn time switches, the lighting controls shall be tested to ensue that control devices, components, equipment and systems calibrated, adjusted and operate in accordance with appro plans and specifications. Sequences of operation shall be functionally tested to ensure they operate in accordance vv approved, plans and specifications. A complete report of to procedures and results shall be prepared and filed with th( owner. Drawing notes shall require commissioning in accordance with this paragraph. DEPARTMENTS: Building Division Public Works Complete Please Route TUES/THURS ROUTING: REVIEWER'S INITIALS: Documents/routing slip.doc 2.28 -02 ACTIVITY NUMBER: D03 -007 DATE: 01 -09 -03 PROJECT NAME: Fred Meyer Jewelers SITE ADDRESS: 1119 Southcenter Mall X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) APPROVALS OR CORRECTIONS: PLAN REVIEW /ROUTING SLIP Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Structural Review Required ❑ No further Review 'equir Y v� Fire Prevention Structural n n Planning Division Permit Coordinator DUE DATE: 01-14-03 DATE: Not Applicable ❑ DUE DATE: 2-11-03 ❑ Approved ❑ Approved with Conditions/ Not Approved (attach comments) ❑ Notation: 614 G I REVIEWER'S INITIALS: DA TE: l \tql°3 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D03 -007 DATE: 01 -09 -03 PROJECT NAME: Fred Meyer Jewelers SITE ADDRESS: 1119 Southcenter Mall 1X Original Plan Submittal Response to Incomplete Letter # Response to Correction. Letter # _ Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete ❑ Please Route Approved ❑ Notation: Documents/routing slip.doc 2-28-02 C DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES/THURS ROUTING: APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete ❑ x Planning Division C Permit Coordinator DUE DATE: 01 -14-03 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 2-11 -03 DA TE: Approved with Conditions ly Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D03 -007 PROJECT NAME: Fred Meyer Jewelers SITE ADDRESS: 1119 Southcenter Mall X Original Plan Submittal Response to Correction Letter # DATE: 01 -09 -03 Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete e t ) . 5 Incomplete n 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 ❑ Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: Documents/routing slip,doc 2.28 -02 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural f �1 :r al "0x61:: Planning Division Permit Coordinator DUE DATE: 01 -14-03 Not Applicable ❑ DATE: t� {4 (103 DUE DATE: 2-11-03 C „Eq Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DA TE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: PROJECT NAME: SITE ADDRESS: D03 -007 Fred Meyer Jewelers 1119 Southcenter Mall DATE: 01 -09 -03 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES/THURS ROUTING: Incomplete ❑ Please Route n Structural Review Required APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2.28 -02 PLAN REVIEW /ROUTING SLIP n n Planning Division Permit Coordinator DUE DATE: 01-14-03 Complete ❑ Comments: PRovtbt Pe1.t - ALS I b G ri4 unfet US CeiLT1 ICI corn 1 oN _ Not Applicable i IJw\ 11/1 3 /03 Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW (] Staff Initials: No further Review Required DUE DATE: 2-11-03 C ❑ REVIEWER'S INITIALS: DATE: Approved ❑ Approved with Conditions n Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DA TE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW [] Staff Initials: 1;6161 i,d ' , : v :s�.•:ea ACTIVITY NUMBER: D03 -007 DATE: 01 -09 -03 PROJECT NAME: Fred Meyer Jewelers SITE ADDRESS: 1119 Southcenter Mall X Original Plan Submittal Response to Incomplete Letter #,� Response to Correction Letter # _ Revision # After Permit Is Issued DEPARTMENTS: BUG I -Z1'Q7 Building Division Public Works i?5W'14 — • -03 Complete Approved ❑ Notation: Documenls/rouling slip.doc 2.28 -02 0 TUES/THURS ROUTING: Please Route Fr Structural Review Required APPROVALS OR CORRECTIONS: PLAN REVIEW /ROUTING SLIP (l(&)(✓ I -61) Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVIEWER'S INITIALS: DATE: Approved with Conditions No further Review Required Planning Divis on� Permit Coordinator DUE DATE: 01 -14-03 Not Applicable ❑ DUE DATE: 2-11 -03 Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DA TE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire [] Ping ❑ PW 0 Staff Initials: ORGANIZATION TYPE FOREIGN PROFIT CORPORATION ELDER DEMOLITION, INC. 212 N CALIFORNIA BOX 212 GARFIELD WA 99130 FOREIGN PROFIT CORPORATION RENEWED BY AUTHORITY OF SECRETARY OF STATE peGStbIED, TfO NAME mi• ELDER:. DELITTON, INC • EXPIRES : 05-31-2003 ‘44 1 L€77,7 7 :EM % -el- ;;;;: : 27Rn e . :,1737-771's rte00 • I • a fl •2•LLag dI t "..1 ociaii.to AB 1...,... . , ...A ., ......~...F. 401. r" . 00+0 3 ■1~7 1 ~ 0 1144.0>e■hfallarls/PINIEWPOW01 1 001A011,. fr-re=7•44.--- ...:=1::....:::::::.7.:.=.7.:=415.21-,....4..y7so.a.Als.r...y......,,:.:1. ...c. v. i i . ,.. If a 4: i It it. .,. I 1.)6-ii . ......' 1r ef,1"... - 0,: ..e.• ,....... ■•■•• .1. I 40 , , 4.. rro , MPARTMENT=BOR—'\ND REGISTERED AS PROVIDED BY LAW AS CONST COT SPECIALTY ELDER.DEMOLITION INC 5635 SE 111TH PORTLAND OR 97266 Q10.1, - 1Q G 1; , EI3G AZoayimr.«. rso•peAdgbsFeMliarr■owlpec<arir.::*;... 4.14.4.4 ' OCCUPANT LOAD USE AREA OCCUPANCY LOAD FACTOR OCCUPANCY LOAD SALES FLOOR 1290 SF 30 43 WORKROOM, RESTROOM(S) 250 SF 300 1 TOTAL 1540 SF 44 CODES UNIFORM BUILDING CODE -1997 W/ WASHINGTON AMMENDMENTS UNIFORM MECHANICAL CODE -1997 W/ WASHINGTON AMMENDMENTS UNIFORM PLUMBING CODE -1997 NATIONAL ELECTRICAL CODE -1996 WaDG{- bGCIGi(ur LUA,u- 4ViLt,lGt 41,14ift, -.1106 -fr€4,411- BUILDING DEPARTMENT CITY OF TUKWILA PERMIT CENTER 6300 SOUTHCENTER BLVD., SUITE 100 TUKWILA, WA 98188 (206) 431 -3670 (206) 431 -3665 (FAX) OCCUPANCY USE GROUP: M MERCANTILE - COVERED MALL BUILDING CONSTRUCTION TYPE: IV NON COMBUSTIBLE UNPROTECTED FULLY SPRINKLED MAXIMUM TRAVEL DISTANCE TO EXIT: 75' UBC- 404.4.3. NO. OF EMPLOYEES: 4 0 r JE WELERS SOUTHCENTER MALL 633 SOUTHCENTER PARKWAY SEATTLE, WASHINGTON 98188 SPACE #C388 KEY PLAN NORDSTROM • FIXTURE SUMMARY STAND UP SIT DOWN TOTAL LINEAR FEET F $ N O CD ID w RE1/ISI ®INS r .. _ C i S V- 1 BE !Ri.L'E TO ^�= ..,.� "� !' - `•;,';f W;THC;uT „ER Rt` iL1tiAtiLA B , P w ►slopts WILL REQUIRE A u NE1IN P SUBMITTM : � • INCLUDE ADORIONL PLAN REVIEW FEES. SU 94.50 LF SD 22.33 LF 116.83 LF 4JI MERVI NS V JGPENNEY FRED MEYER JEWELERS SOUTHCENTER MALL SEATTLE, WASHINGTON SPACE *G388 I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged_ By Date Permit No. N FILE COPY J rl7da SEPARATE PERMIT REQUIRED FOR: V If1 ECHANICAL (ELECTRICAL itr [ ' AS PIPING CITY OF TUKWILA BUILDING DIVISION NOT TO SCALE FRED MEYER JEWELERS SPACE 'G38S INDEX Cl Al A2 A3 A4 A5 A6 A7 A8 A9 A10 All Al2 Fl F2 F3 MP1 MP2 MP3 El E2 E3 SD1 SD2 COVER SHEET GENERAL NOTES / SPECIFICATIONS FLOOR PLAN CEILING PLAN ELEVATIONS ELEVATIONS ENLARGED PLAN / DETAILS STOREFRONT SECTION SECTIONS/ DETAILS SECTIONS/ DETAILS SPECIFICATIONS SPECIFICATIONS SUSPENDED CEILING DETAILS MILLWORK DETAILS FIXTURE DETAILS CASH WRAP DETAILS PLUMBING PLAN/ DETAILS MECHANICAL PLANS SPECIFICATIONS ELECTRICAL SPECIFICATIONS POWER PLAN LIGHTING PLAN SIGN DETAILS SIGN DETAILS CONSULTANTS MECHANICAL, ELECTRICAL, PLUMBING: PAUL COLTON & ASSOCIATES 1276 WEST THRID STREET, SUITE 724 CLEVELAND, OHIO 44113 -1598 RICK PROPPE (216) 771 -1121 ( 216) 696 -3545 (FAX) DEVELOPER / LANDLORD WESTFIELD CORPORATION, INC., 11601 WILSHIRE BOULEVARD (2TH FLOOR) LOS ANGELES, CA. 90025 JOSE HERNANDEZ (PHONE) 310- 575 -5918 (FAX) 310- 575 -5991 OWNER FRED MEYER JEWELERS 18 SOUTH STREET, 2ND FLOOR NEW PROVIDENCE, NJ 07974 PROJECT MANAGER: BRIAN CUSANO (908) 665 -1006 (908) 665 -1013 (FAX) 4 RECEIVED CITY OF TUKWILA JAN - 9 2003 PERMIT CENTER p03 -001 Des.O. end coestrecuon aoc...ms SS nstru ,SNS of mime re Oren Y coM.idece rld ra®sr. re se0rtr of Hersctran Architects Tele ,se N lee Oespe ee0 eerie c •airuC ,on do.^.Mnts Ior purposes ct -er than lee siec.tc 'project named !wee .s 5..04 proeiete0 eitecgt ••seSSed ten CORSO. Ot Her Sflr'�n Date . 2 -23 -02 BID/PERMiT Drawn By: Issue Project No.: ‚VA HERSCHMAN ARCHITECTS I N C O R P O R A T E 2 3 6 2 5 COMMERCE PARK CLEVELAND, OHIO 4 4 1 2 2 PHONE 216 - 464 -4144 FAX 216- 464 -6592 E -MAIL: mailboxe her schmanarchitecIs.cor Cl SK 1510 °° Q CC J a O Q CCuj w W < Z = 3 OUj 012, I-- 1- O cM W �� • O il DEMOLITION PLAN NOTES WALL LEGEND I. THE CONTRACTOR SHALL V15 :T THE SITE AT TIME OF BID AND REPORT ANY CONDITIONS WHICH MAY CAUSE CONSTRUCTION PROBLEMS. ANY VARIANCES OR rIORK NOT INDICATED ON THE DRAWAGS BUT REQUIRED TO COMPLETE THE PROJECT SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCT:ON_ ALL SALVAGEABLE EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR FOR HIS DISPOSAL EXCEPT AS NOTED. ALL DEBRIS AND MATERIAL TO BE ABANDONED SHALL BE DISPOSED OF BY THE CONTRACTOR b. DEMOLISH EXISTING CEILING IN AREA SA01/.1, RAISE ELECTRICAL SUPPLY, DIFFUSERS AND SPRINKLER HEADS TO MATCH ADJACM4T SALES AREA CEILING HEIGHT_ REMOVE ALL FLOOR FINISHES, CARPET, WOOD, TILE, VINYL FLOOR, BASE. ALL EXISTING UTILITY LINES TO BE ABANDONED SHALL BE REMOVED TO THEIR POINT OF CONNECTION TO MALL OR BUILDING MAINS AT WHICH POINT THEY SHALL BE GA FEED IN ACCORDANCE WITH MALL STAN'DARDS- Z. 3. DEMOLITION WORK TO BE COMPLETE WITH AS LITTLE Q. DISRUPTION TO OTHER AREAS AS POSSIBLE. CONTRACTOR TO REMOVE DEBRIS WITHOUT IT COLLECTNG WITHIN THE PREMISES 4. STOREFRONT DEMOLITION TO BE AS REQUIRED TO ACCOMMODATE NEW CONSTRUCTION. SEE DRAWINGS AND COORDINATE IN FIELD. 5. INTERIOR DEMOLITION TO INCLUDE ALL EXISTI MATER'ALS, FIXTURING HARDWARE, ETC. AS REQUIRED TO ACCOMMODATE NEW CONSTRUCTION. PATCH AND PREP ADJACENT SURFACES TO REMAIN AND FINISH TO MATCH AS REQUIRED. 10. THE CONTRACTOR SHALL PROVIDE A STOREFRONT BARRICADE. IN ADDITION, PROVIDE ANY SAFETY OR WARNING DEVICES AS REQUIRED TO PROTECT THE PUBLIC FROM ANY DANGERS ARISING. PROVIDE DUMPSTER OR OTHER TRASH DEVICE COORDINATE WITH LANDLORD FOR LOCATION. CLEAN UP ALL DEBRIS OR DIRT WHICH MAY OCCUR FROM THIS OPERATION. FAILURE TO DO SO WILL RESULT IN OTHER FORCES PERFORMING THIS AT CONTRACTORS EXPENSE. • II. PROTECT ALL AREAS OF THE STORE NOT UNDERGOING ALTERATION, ADJOINING SPACES, AND P-� IG AREAS FROM ANY DAMAGE WHICH MAY ARISE FROM THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING OR PAYING FOR ANY DA ARISING FROM THIS WORK. INCLUDING MALL FLOORING, NEUTRAL DIVIDERS AND BULKHEADS, AND ALL EXISTING FINISHES INDICATED TO REMAIN. 12. DEMOLITION AND NEW WORK SHALL TAKE PLACE IN ACCORDANCE WITH ALL REGULATIONS AND GUIDELINES, INCLUDING ANY WORK WHICr4 MAY TAKE PLACE OR BE DIRECTED TO TAKE PLACE OVERNIGHT. THE COST FOR WHICH SHALL BE INCLUDED IN THE BASE BID. VERIFY WITH LANDLORDS REP FOR REQUIREMENTS. 13 REMOVE ALL UNUSED, ABANDONED EQUIPMENT, CURBES, SUPPORTS AND PENETRATIONS OVER ASSOCIATED WTH THE TENANT SPACE. PATCH AND REPAIR ROOF AND DECK IN ACCORDANCE WITH MALL CRITERIA. PEMO ALL WALL TREATN AND PREPARE SURFACE FOR < NEW COVERINGS. LEASE LINE DEMO ALL EXISTING COL ENCLOSURES (TYPICAL CONDITIONS). REMOVE ALL EXISTING FIXTURES AND JEWELERS BENCH. VERIFY WITH G.G. AREA TO STORE FOR TEMPORARY USE. DEMO EXIST. FLOOR FINISHES AND PREP FOR NEW FINISH DEMO EXISTING STOREFR PREPARE FOR NEW STOREFRONT SYSTEM. S L mirim r— — -- — — — —., NT. MO ALL EXISTING PLUMBING CAP ALL LINES TO BE ABANDONED. EQUIP. DEMO XtSTING ELECTRICAL ONEN TS. DEMO AL, LISTING WALLS << REMOVE):■1,,L EXISTING LIGHTING. 'DEMO ALL EXISTING CEILI &TILE, GRID, AND SOFFITS. \\ • DE • XIST. FLOOR FINISHE • ND PREP NEV - ISH DEMO ALL EXIS AND DEMO ALL EXISTING MALL TILE INSIDE LE SE LINE i i LEASE LINE 5T } - - - L L - _J O EXISTING WALL STRUCTURE TO BE REMOVED EXISTING'NALL STRUCTURE TO REMAIN 1 DEMO ALL EXISTING ELECTRICAL COMPONENTS DEMO EXIST. FLOOR FINISHES AND PREP FOR NEW FINISH REMOVE ALL EXISTING LIGHTING. DEMO ALL EXISTING CEILING TILE, GRID AND SOFFITS. DEMO ALL EXISTING WALLS. C l r REMOVE EXISTING FIXTURE. REPAIR{i4NY DAMAGE TO SLAB fNQ DEM151N S G1N ALL CAUSE BY DEMOLITION. - PEMO ALL EXISTING COLUMN - S - _ (TYPICAll ® 3 CONDITIONS). DEMO EXISTING STOREFRONT. PREPARE FOR NEW STOREFRONT SYSTEM. DEMOLITION PLAN 1/4 " =1' -0" - D03 - 00 4 RECEIVED CITY OF TUKWILA JAN - 9 2003 PERMIT CENTER Desert aee conserucuos aoc.mn :s IS estruPosetts of srvrte are ga,rer. • cont deed and reap p• property 01 Hersctteee Artlteteects Ter use of t14 desiO* sod awe constructer. socustehts for purposes other than the spade proiec: etarel heresy :s str.ty prosaitW rnthout espressec /oaten consent of Hersctvsan Date !ISSUE !2 -23-02 BtD/PERMIT • Drawn By: Project No .: • • • • • '1510 CD < CO CC Q Z J a 0 Q Z LLL W P., = O I O co W (/) CO 0) HERSCHMAN ARCHITECTS I N C O H P O R A I E U 2 3 6 2 5 COMMERCE PARK CLEVELAND, OHIO 4 4 1 2 2 PHONE 216- 464 -4144 FAX 216- 464 -6592 E -MAIL: mailboxtil herschmanarchitects corn D1 5K I MARK DESCRIPTION PROVIDED 8Y ' NsTAL1E11) ' BY P -I BENIl-v- IN MOORE- KIRES O mutes mum 6 MI (201) 573-41600 6L 6L. P -2 BENJAMIN MOORE- COLOR: BLACK. REFER TO SHEET All FOR SPECS. 6.G. 6L. Pa BENJAMIN MOORE- COLOR:211I -60, BARREN PLAIN SEMI GLOSS. R�ER TO SHEET Ali FOR SPECS. 6G 6L. P-4 BEN.IA."iIN MOORE- COLOR :2111-60, BARRRN PLAIN SATIN. REFER TO SHEET All FOR SPECS 6.G. 6 -G. PST BENJAMIN MOORE- COLOR :2111 -60, BARREN PLAIN EGGSHELL. REFER TO G.C. G.C. At FOR SPECS. WG -I VINYL WALL COVERING, INNOVATIONS, INC. ALCHEmT •'78828 (GOLD..EAF) 54' WIDE ICOORD. W/ INNOVATIONS FOR DELIVERY) (800)221 -8053 RUN ROLL HORIZONTAL IN SIGN BAND S.GJ S.C. TO ;00'RD NSTALL 6.G. INC-2 VINYL WALL COVERING, INNOVATIONS, INC. S.C./ LONHIDE s114 -++I4 (GOLD DUST GREY) 36' WIDE SUPPLIED BY OWNER , S.C. TO (WORD W/ INNOVATIONS FOR DELIVERY) (800)221 -8053 D NSTALL 1 6.G. C-I CARPET- LEES COMMERCIAL CARPETS. (800)523 -5647 STYLE: 'SISAL GRAFT', PATTERN: DN816, COLOR: 528 NIMBLEWILL G.G. 6.G. VT -I VINYL TILE- ARMSTRONG STANDARD EXCELON VINYL GOMPOSIOTN TILE. 12 "x12 "x I /8" COLOR NO 51836 SHELTER WHITE. (800)448 -1405 G.G. 6.G. VT -2 SHEET VINYL - ARMSTRONG CONNECTION CORLON INLAID SHEET VINYL G.G. TILE. COLOR NO 85702 WHITE CLIFFS. (800)448 -1405 6.G. V5-I VINYL BASE - ARMSTRONG COLOR INTEGRATED WALL BASE 4' LOVE BASE. COLOR: NO 11 MIDGRAY. (800) 44& -1405 G.G. 6.C. &F -I GRANITE FLOOR SURFACE: 125(12 "x 3/8" G6T5025 SLACK DELUXE - G.G. POLISHED, WITH BLACK &ROUT, FROM MALL SURFACE TO CARPET. CATCO MARBLE ATTN: SAMMY (800)526 -2826. &.G. M -I MALL FLOORING - MATCH EXISTING MALL FLOORING (TILE, MARBLE, '6.C. GRANITE, TERRAZC, ETC.) 'PURCHASE FROM LANDLORD IF REGD. &.C. MT MALL SURFACE TO CARPET TRANSITION- SGHUTLER SYSTEMS, INC. G.G. SHEIENE -M: BRASS (MS55) HEIGHT TO BE DETERMINED IN FIELD BY GO. BASED UPON THICKNESS OF MALL FLOORING. G.G. 1 SOLID AND VENEER MAHOGANY: CUSTOM FINISH G.G./F.G. REFER TO SOURCE INFORMATION. G.GJF.G. GIN-I GRANITE WALL SURFACE, 12 "x I2 "x 3/8" GGT5025 BLACK DELUXE - POLISHED. G.G. CATCO MARBLE ATTN: SAMMY (800) 526 -2826 G.G. GW-2 GRANITE WALL SURFACE, 12 "x 12 "x 3/8" CGT5445 SUPREME BLACK - FLAMED. G.G. CATCO MARBLE ATTN: SAMMY (800) 526 -2826 6.G. 0C-I QUARRY CAST WALL SURFACE, 24 "x 48 "x 5/16" MOLDED STONE - G.G. KYOTO COFFEE. FORMGLAS (416) 635 -8030. 6.G. L-I PLASTIC LAMINATE- WILSONART COLOR: D 321-6 PEPPER DUST' (800)433 -3222 G.G. 6.G. L -2 PLASTIC LAMINATE - NEVAMAR ARP SURFACE G.G. COLOR: JETT BLACK GLOSSIE 5 -6 -53& (800)638 -4380 G.G. L -3 PLASTIC LAMINATE - NEVAMAR ARP SURFACE G.G. COLOR: BLACK PEARL TEXTURED S -6 -14T (800)638 -4380 G.G. L-4 METAL LAMINATE- GHEMETAL CORPORATION (800)801 -1341 G.G. COLOR: PLOISHED BRASS ALUMINUM - 4 103 G.G. L-5 PLASTIC LAMINATE- WILSONART COLOR: 1595 -60 'BLACK' (800)433 -3222 G.G. G.G. GL GLASS- LAMINATED CLEAR. GRIND AND POLISH ALL EXPOSED EDGES. G.G. REFER TO SHEET Aq SPECIFICATIONS FOR THICKNESS. G.G. A -I SUSPENDED CEILING- STYLE: ACOUSTONE, PATTERN: FROST - FINELINE EDGE, G.G. 2'x 2'x 3/4 ", *418 (*405 IF FIRECODE) SUSPENSION: DXT CENTRICITEE SYSTEM GI/16" (DXLT IF FIRECODE) COLOR: GRID AND PANELS WHITE, FLAME SPREAD /SMOKE DEVELOPED 25 -15, U55 INTERIOR, INC. (800)111 -8144 G.G. A -2 SUSPENDED CEILING- STYLE: ACO USTCNE, PATTERN: RADAR - SQUARE EDGE, G.G. 2'x 4'x 5/8 ", *2310 ( *2315 FIRECODE) SUSPENSION: DX GRID SYSTEM 15/16" (DXL IF FIRECODE). COLOR: GRID AND PANELS WHITE, FLAME SPREAD /SMOKE DEVELOPED 25 -10, U55 INTERIOR, INC. (800)111 -8144 G.G. NO. DOOR SIZE OPERATION JAMB DETAIL HEAD DETAIL UNDERSIDE OF COILING PLATE BOTTOM BAR GUIDE FINISH LOCKING NOTES GI IT -6 "x .1 -O" MOTORIZED 2 /Ab I /A1 q' -II" BLACK ANODIZED YES SEE DIVISION 8 GRILLE SPECIFICATIONS 62 I4' -3 "x 9' -0" MOTORIZED 2/A6 I /A1 q' -II" BLACK ANODIZED YES SEE DIVISION 8 GRILLE SPECIFICATIONS 6 r"---- ) I6' -3 "x 9' -O" MOTORIZED 2/A6 I /A7 cl' -II" BLACK ANODIZED YES SEE DIVISION 8 GRILLE SPECIFICATIONS I GENERAL CONTRACTOR UNDERCUT DOOR I" FOR VENTILATION 173 JEWELERS ROOM 3'- O "x1' -O "xI 3/4" SOLID CORE WOOD P -3 H. METAL P -3 II /AS 10/A8 --- 4 GENERAL CONTRACTOR NO. LOCATION DOOR SIZE DOOR MATERIAL DOOR FINISH FRAME MATERIAL FRAME FINISH HEAD DETAIL JAMB DETAIL T'HOLD DETAIL HARDWARE GROUP PROVIDED BY NOTES DI WORK ROOM 3- O "xT -1 I /2 "xl 3/4" SOLID CORE WOOD VM / L -I WOOD VM / L -I 9/A8 6 /A8 5/A6 2 FIXT. CONTRACTOR • SEE NOTE BELOW D2 TOILET ROOM 3'-0"x1' -0"x1 3/4" SOLID CORE WOOD P -3 H. METAL P -3 II /A8 10 /A8 ..-- I GENERAL CONTRACTOR UNDERCUT DOOR I" FOR VENTILATION 173 JEWELERS ROOM 3'- O "x1' -O "xI 3/4" SOLID CORE WOOD P -3 H. METAL P -3 II /AS 10/A8 --- 4 GENERAL CONTRACTOR GENERAL NOTES 3 . 4. DEMOLISH ALL ITEMS IN THE EXISTING TENANT SPACE AS REQUIRED TO CONSTRUCT IEA TENANT SPACE AS INDICATED HEREON (REFER TO DEMOLITION NDTES;. PROTECT THAT ;^RICH 15 INDICATED EXISTING TO REMAIN &.C. SMALL ESTABLISH A DATUM LINE AT TIE SOFFIT ABOVE THE HIGHEST POINT OF THE FLOOR PER THE DRAWINGS. ALL VERTICAL ELEMENTS SHALL THEN BE DIMENSION-a) DOWN FROM THAT DATUM. 5 . b . - 1. ALL DIMENSIONS SHOWN ARE TO FACE OF FINISH MATERIAL UNLESS OTHERWISE NOTED. REFER TO ELEVATIONS AND DETAILS. 8. ALL WORK !N ICATED TO BE BRACED SUPPORTED OR ANCHORED AS REQUIRED' PROVIDE A RIGID CONSTRICTION CONDITION. ALL WORK NTJST BE PERFORMED TO MEET CONSTRUCTION INDUSTRY STANDARDS. ALL HARDWARE MUST BE ADEQUATELY FASTENED TO THE BUILDING STRUCTURE 50 AS TO NOT PULL OFF WITH NORMAL USAGE. (THIS INCLUDES DOOR FRAMES, B.ACKLITS, SIGN.AGE, SHELF STANDARDS, COLUMN UNITS. ETC.) ALL WORK WILL BE GUARANTEED FOR A MINIMUM OF (I) YEAR BY G.G. AND ALL SUB - TRADES. NO EXCEPTIONS. SLABS SHALL BE GROUND AS REQUIRED TO ASSURE SMOOTH AND LEVEL SURFACE. G.G. SHALL INSURE AN EVEN TRANSITION FROM ONE FLOOR SURFACE TO ANOTHER. BY FLOATING OR GRINDING THE FLOOR MERE TRANSITION OCCURS. SEE TRANSITION DETAIL. VARIATIONS IN FLOOR LEVEL SHALL BE TAKEN LP BY THE BASE BOARD. ALL ANGLES SHALL BE 45 DEGREES, UNLESS NOTED OTHERWISE ON DRAWINGS. SUPPORT ALL NEW WALLS FROM STRUCTURE ABOVE. FOLLOW DEVELOPER'S CRITERIA FOR ATTACHING TO STRUCTURE. EXTEND EXISTING WALLS AS IS NECESSARY TO TERMINATE ABOVE NEW CEILING HEIGHT (WHERE CEILINGS OCCUR). TERMINATE METAL STUDS AND DRYWALL 6" MINIMUM ABOVE CEILING. FIRE STOP ALL WALL CAVITIES. I3- ALL BRACING, STRUCTURE CONNECTIONS AND MISCELLANEOUS WORK SHALL BE OF NON-COMBUSTIBLE MATERIALS WHERE REQUIRED BY CODE OR LANDLORD. q. 10. 11. 12 . 14 . 15. 6G = 6ENERPa- CONTRACTOR FC s FIXTURE CONTRACTOR DEVELOPER: LANDLORD OMER :FRED MEYERS Par) VERIFY ;..EASE DIMENSioNS. c,TIL;TY LOCATIONS AND ST1RLCTURA.. COUJMW BEFORE BE6114iIN6 CONSTRUCTION. ANY CONDITIONS NOT NOTED ON PLA► j OR SPECS Ai.E. COLJM::H1SE5, EXPANS!Oti JOINTS. ETC,! MUST BE DROWN' TO THE ARGH;TECTS ATTENTION 1,4 DIATax ARcHTEcT P4)5T BE NOTIFIED OF ANY DiSCREFANC ES. NO F: P ADJJ5TT ENT5 BY CONTRACTOR re LL BE PERMITTED. IN ANY EVENT NOTIFY ARCHITECT OF ACTUA._ _EASE LINES. THE CONTRACTORS FIRST P AYMENT CAN BE HELD UNTIL THIS INFORMAT.ON IS SUBMITTED IN FAILURE TO COMPLETE THIS MAY RESULT IN GHANi6E5. AD; TONAL MtORK AID /OR OVERTIME. CONTRACTOR SHALL BE HELD ACCOL TABLE FOR ALL COSTS INCLUDING OTHERS ASSOCIATED WITH THIS PROJECT. FOR PURPOSES OF THi5 PROJECT 'HE LEASED SPACE IS DEFINED BY THE CENTERLINE OF DEMISING WALLS OR LEASE LINES rINIGH ARE THOSE WALLS OR LtNE5 WHICH SEPARATE TH'5 TENANT SPACE FROM ADJACENT TENANT SPACES OR MALI INTERIOR Y'tALLS ARE THOSE WITHIN THE OUTLINE OF THE LEASED SPACE FOLLOWING COMPLETION OF DEMOLITION, THE GG SHALL LAY OUT ENTIRE STORE ON EXPOSED CONCRETE FLOOR TO CONFIRM FIXTURE, LIGHT, CEILING AND WALL LAYOUT. NOTIFY ARCHITECT OF ANY DISCREPANCIES ALL WALLS TO RECEIVE NEW FINISHES. G.G. TO LOCATE EXISTING SERVICE HOOKUPS IN FIELD. VERIFY LOCATIONS WITH ARCHITECT. HARDWARE SCHEDULE PROVIDE HARDWARE, IF REQUIRED AS LISTED BELOW. GROUP * I TOILET ROOM PRIVACY SET - SCHLAGE S40DSAT 626 BATH/BEDROOM PRIVACY LEVER HANDLES JUPITER DESIGN, FINISH 2617 HINGES - SOMMER OR EQUAL, I -1/2 PAIR, 4" X 4 ", 555000 STANDARD WEIGHT, AVERAGE FREQUENCY, FULL MORTISE, BALL BEARING HINGE, FINISH 26D. WALL DOOR STOP - H.B. IVES NO. 4071/2 2 -1 /1e "DIA. X i5 /16 "PROJ. WROUGHT WITH PLASTIC DRYWALL ANCHOR, FINISH 26D. GROUP * 2 SALES AREA TO WORKROOM HINGES - BOMMER OR EQUAL, 2 PAIR, 4 -1/2" X 4 -1/2 ", BB5004 HEAVY WEIGHT, HIGH FREQUENCY, FULL MORTISE, BALL BEARING HINGE, FINISH U53. FLOOR DOOR STOP - H.B. IVES NO. 436, WITH ANCHOR FOR CONCRETE FLOOR, FINISH 26D. CLOSER - SARGENT MFG GO. NO. 1231 SERIES OR EQUAL, FINISH 2617. PULL - H.B. IVES NO 5311 -5 PULL PLATE WITH HANDLE, 4" BY I6 ". FINISH 1)53 OR 26D DEPENDING ON DOOR SWING. (SEE NOTE BELOW) PUSH - H.B. IVES NO 8200 PUSH PLATE, 4" BY lb" FINISH U53 OR 261, DEPENDING ON DOOR SWING. (SEE NOTE BELOW) GRILLE SCHEDULE I. REFER TO SPECIFICATIONS FOR OVERHEAD ROLLING GRILLES. ALTERNATE NO. I ALUMA TEK DOORS. DOOR SCHEDULE 1'1. 18. Fa. GROUP *s SALES AREA STORAGE DOORS HINGES - BOMMER OR EQUAL, I -1/2 PAIR 4 -1/2" X 4- I /2 ",NO. BB5000 STANDARD WEIGHT, AVERAGE FREQUENCY, FULL MORTISE, BALL BEARING HINGE. FINISH 260. PASSAGE SET - SCHLAGE SlOPS PASSAGE LATCH LEVER HANDLES, JUPITER DESIGN, FINISH 26D. GROUP * 4 MANAGERS OFFICE - JEWELERS ROOM LOCKSET - SCHLAGE 51PDS ENTRANCE LOCK LEVER HANDLES JUPITER DESIGN. FINISH 26D. HINGES - BOMMER OR EQUAL, I -1/2 PAIR, 4 -1/2" X 4 -1/2 ", 555000 STANDARD WEIGHT, AVERAGE FREQUENCY, FULL MORTISE, BALL BEARING HINGE. FINISH 26D. WALL DOOR STOP - H.B. IVES NO. 401 1/2 2 -1/16 "DIA. X 15 /16 "PROJ. WROUGHT WITH PLASTIC DRYWALL ANCHOR. FINISH 26D. DOOR 4 FRAME MODIFIED $ LAMINATED BY FIXTURE CONTRACTOR. HARDWARE FINISH ON SALES SIDE TO BE U54 AND US26D ON WORKROOM SIDE. • 16. A TRAN51Trc1 STRAP SHALL BE ;N TAi,LED AT ALL CARPET "r0 TILE M{N .E, GRANITE. VINYL. TERRAZZO. ETC. TRANSITIONS. IF ne LANG ,,ORE i5 THE CONTRACTOR FOR THE WORM. AT THE LEASE LANE. THEN "HE 6L SHALL PROVIDE TRANSITION STRIP SPECIFIED PO NOT PUNCH OR 1. SE P- TAL DECK TO SUPPORT SUSPENDED CANS. CEIUN6 SHALL 8E SUPPORTED FRos STR,jCTL A STEEL FRAM. ALL 6RILLES, oFfusER5. SPEAKER LOvERS, SPRINKLER HEAD LOVER PLATES. CLEAN -OUTS PLATES. ETC. IN SALES AREA SHALL BE FINISHED TO MATCH ADJACENT SURFACES UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL REVIEW ALL MALL CRITERIA YIITH THE DEVELOPER'S REP'RESBNTATVE AND SHALL COORDINATE A SCHEDULE FOR DELIVERIES AND OTHER REQURRD- NTS WITH THE DEVELOPERS REPRESENTATIVE PRIOR TO COMMENCING CORSTRU 20- CONTACT THE Ore ER FOR DISPOSITION OF ALL EXCESS UN15ED ITEMS SIPPLIED BY TENANT OR SALVAGEABLE MATERIALS. 21. THE S.C. AND MAJOR SUBCONTRACTORS SHALL MEET WITH LANDLORDS DESIGNATED REPRESENTATIVE AT LANDLORD'S OFFICE FOR A PRE- CONSTRCCTION MEETING AT WHICH TIME THE DEVELOPER'S DESIGNATED ITEMS MUST BE PROVIDED. 22. WITHIN TY I1Y (20) DAYS AFTER COMPLETING ITS WORK G.C. SHALL SUBMIT AFFIDAVIT OF PAYMENT AND LIEN WAIVER AND LIEN WAIVERS FROM ALL SUBCONTRACTORS AND SUPPLIERS FOR AMOUNTS OF FIVE KINDRED DOLLARS 45 00) OR MORE, OR AS REQUIRED BY LANDLORD OR OWNER. THESE DOCUMENTS SHALL BE SUBMITTED TO THE OWNER 25. GC SHALL SUPPLY AND INSTALL 2 EA, 10$ ABC FIRE EXTINGUISHERS. COVERAGE PER EACH EXTINGUISHER SHALL NOT EXCEED 15' IN ANY DIRECTION. ADDITIONALLY, TENANT SPACE SHALL HAVE AT LEAST TWO FIRE EXTINGUISHERS: ONE SHALL BE IN THE SALES AREA AND ONE SHALL BE IN THE WORKROOM AREA EXTINGUISHERS MUST BE WALL MOUNTED, IN PLAIN VIEW. AND BE AT LEAST 18' FROM THE FLOOR BUT NO HIGHER THAN 5' -0' FROM THE FLOOR TO THE TOP OF THE EXTINGUISHER 24. CARPET SHALL BE GLUE -DOWN. REFER TO PRE - INSTALLATION AND INSTALLATION SPECIFICATIONS. CARPET MUST BE PROPERLY SEAMED. A CONTINUOUS BEAD OF SEAM ADHESIVE MIST BE APPLIED TO THE BASE OF EVERY EDGE WHERE FACE YARN ATTACHES TO THE BACKING PRIOR TO BUTTING SEAM TOGETHER. ALL EDGES OF CARPETING MUST BE PROTECTED WITH AN APPROPRIATE SEAM ADHESIVE_ 25. PRIOR TO TINNING THE FINIGhED STORE OVER TO THE OWNER, THE G.G SHALL OBTAIN 1 E AND OCCUPANCY' PERMITS FOR THE OWNER. 26. EACH SUBCONTRACTOR SHALL BE HELD TO HAVE REVIEWED ALL SHEETS OF THESE CONTRACT DOCUMENTS AND WILL BE RESPONSIBLE FOR PERFORMING ALL WORK INDICATED ON ANY SHEET. 21. REVIEW SPECIFICATIONS PRIOR TO PERFORMING WORK IN EACH AND EVERY DIVISION. 28. THE G.G. SHALL LABEL ALL ROOFTOP EQUIPMENT WITH STORE NAME AND SPACE NUMBER. 2P. REVIEW SPECIFICATIONS REGARDING THE BARRICADE. 30. CONTACT LANDLORD REGARDING TRASH DUMPSTER RENTAL AND SITE LOCATION. 51. CONTRACTOR'S SUPERINTENDENT MIST REMAIN ON JOB SITE ONE FULL DAY FOLLOWING RECEIPT OF CERTIFICATE OF OCCUPANCY TO COORDINATE ANY NECESSARY REPAIRS, ADJUSTMENTS OR FINAL INSTALLATIONS AS REQUESTED BY THE OWNER 32. GC SHALL CONTACT OWNER'S SAFE SUPPLIER TO ARRANGE AND COORDINATE INSTALLATION OF SAFE. VERIFY WITH OWNER NAME OF SAFE SUPPLIER. • GROUP * 5 SERVICE CORRIDOR HINGES - BOMMER OR EQUAL, I -1/2 PAIR, 4-I/2" X 4 -1/2 ", NO. BB5004N HEAVY WEIGHT BALL BEARING WITH NON - REMOVABLE PIN, FINISH 26D. CLOSER - SARGENT MFG GO. NO. 1231 SERIES OR EQUAL, FINISH 26D. EXTERIOR LATCH PROTECTOR - ONE WAY VIEWER: H.B. IVES NO. 698, 1900 VIEW, FINISH 26D, THRESHOLD. BATTERY POWERED DETEX NO. ECL -8015 RELATCHING EXIT CONTROL HARDWARE INCLUDING OUTSIDE KEY CONTROL. 4 FINISH SCHEDULE NOTE: I. NO FINISH SUBSTITUTIONS WITHOUT APPROVAL BY ARCHITECT. 1O3o PERMIT CENTER RECEIVED CITY OF TUKWILA JAN - 9 2003 Date Drawn By: Project No :wsew end construct,. eocuennts as hatrraroMS of service we gren e comissace ane resesn Ve trepans at Harscetaae Araetects Tne - se at teas ees:os ace tees* construct.% locomer:ts for purposes otter trot tae speoec protect named %even rs StrCUT preenotee athort tonelessee rrdtert consent of Hersclreen 2 -23 -02 BID/PERMIT • • • • • • • • Issue 7810 HERSCHMAN ARCHITECTS I N C O H P O H A i t D 2 3 6 2 5 COMMERCE PARK CLEVELAND, OHIO 4 4 1 2 2 PHONE 216- 464 -4144 FAX 216 - 464 -6592 E - MAIL: mailboxlbl her schmanarchiteCts.com Al 5K i WALL LEGEND 102 C 104 105 106 '• GG TO INSTALL ALL REQUIRED FIRE STOPS AND SMOKE BARRIERS PER LOCAL CODE AND MALL SPEG'F -- ONS. ALL SUBCONTRACTORS ARE RESPONSIBLE FOR THEIR OWN CUTTING AND PATCHING OF THE FLOOR AS IT PERTAINS TO THEIR SPECIFIC TRADE. TYPE .A HALL EX STtN5 !S11 WALL TO REMAIN. VERIFY MTEGR; ^' OF RATING PATCH ALL HOLES OR CLOSE TO DECK AS REW RED TYPE E WALL 3 5'8' METAL STUDS WITH 5/8' TYPE 'x' RATED 6YP BD ON BOTH SIDES TO b' ABOVE CEILING IN ROOM. HATCH INDICATES NEW WALL. TYPE G Y'lAL_ 3 5,'8' ? ETAL STUDS WITH 5/8' TYPE 'X' RATED GseP BD. ON ONE SIDE TO 6' .ABOVE CEILING IN ROOM. HATCH INDICATED NEW WALL. TYPE D WALL 3 5/8 METAL STUDS TO T-6' AFF, WITH 5/8' TYPE r 'X' RATED GYP BD. ON BOTH SIDES TO DECK AND CEI_!NG. HATCH INDICATES NEW WALL. TYPE E NA LL 5/8' ME STUDS WITH 5/8' TYPE 'X' RATED 6YP. SD. ON BOTH SIDES TO CEILING (MALL SIDE) AND 6' AEOVE GYP. BD CEILING (INTERIOR OF STORE FLOOR & FINISH PLAN CODED NOTES FLOAT FLOOR FINISH AS REQUIRED TO PROVIDE SMOOTH EVEN TRANSITION BETWEEN MATERIALS. CARPET - C -I. GRANITE FLOOR SURFACE - MALL FLOORING - PATCH AND REPAIR ANY MALL TILE DAMAGED DURING CONSTRUCTION. VINYL COMPOSITION TILE - VT -1. VINYL TRANSITION STRIP, COLOR TO MATCH CARPET. SEE DETAIL 5 /A6. LEASE LINE. h CENTER LINE OF OVERHEAD ROLLING GRILLE GATE. 109 EXISTING MALL NEUTRAL FIER. WORKROOM SHELVING TO BE 3/4" x 12" WHITE MELAMINE, ON STANDARDS 16" or 32" o.c. MAX WITH BRACKETS AND CLIPS AT +I' -0" AFF TO '1' -O" AFF. ATTACH TO GYP. BD. WITH TOGGLE BOLTS a 12" o.c. VERTICALLY. SEE ELEVATIONS FOR LENGTH AND NUMBER OF SHELVES. WORK ROOM COUNTERTOP/FILE CABINET BY G.G. - L -I. SAFE - BY OWNER. GASH WRAP - SEE F -3 FOR DETAILS. STORE FIXTURES SHOWN DASHED, SEE F -2 FOR DETAILS. LINE OF FIXTURE FACE AT TOE SPACE. JEWELERS GAS LINE - SEE MECHANICAL DRAWINGS FOR DETAILS. SONIC CART BY GC, SEE F -I FOR DETAILS. JEWELERS BENCH, N.I.G. JEWELERS COUNTER BY GC, SEE F -I FOR DETAILS. BEFORE ANY GORE DRILLING OF SLAB, SLAB WILL HAVE TO X -RAYED TO VERIFY LOCATION OF STRUCTURAL STEEL IN SLAB. (2'� VERIFY WITH MALL, LOCATION OF CRAWL SPACE ACCESS PANEL FOR GORE DRILLING. b C O IV 0 ' -I '7/8 4' -2 5/8' 11101100B790tl93e1rrtr000011 OBULOrtrt000 1' -I1/2" 2' -0" O N 0 I I t epl teaattc em cmufti' I 105 4 7 / / * I / 4I / / 11 Q • // / // _/ / CARPET / SEAM / f- -.4. =1 1 I- -11 L 7 I {" + \ K \ \ \ \ n \ \ \ / \ \ \ \ < > \ \ \ \ \ v \ / \ \ \ \ \ \ 42 I06 co 0 3' -0+ ' 2' -0" I \— — z I z U- 0I w ■V I'� I I I. 111111.--W1 SEAM I0�� - -- W // (IO3 m v I I w I >: 111111Mbillil 5 3 (4" �11lttttttiltttttitttttt�� li� ti• tttttttitill•� ar `iii MINIM ./ // / // / // // / It. // / ▪ // / n // // // r / / / 6 1 I l / /r- / / I // // / 15' -3" 15' -0" \\ \ 1 I4' -3" / // GRILLE OPENING I- 0o U SALES AREA S SAL S AREA / / // � / // L / // / // -/ // r — - // // i I - -_.// L — 16' -3" LEASE LINE GRILLE OPENING 51 '-0" 24 -f ' -- \ < � ') l 24' -0" 101 \ / r — � I I L — J r L — J \ \ <fi\ \ / > \ 1 1/4 " =1' -0 60„ 4' -2" FLOOR PLAN 1/4 " =1' -0" 0'-D 3/a' FLOOR FINISH PLAN 8-8 3/8" oll fat, 410., 0 3 4 1/4" FUR OUT RECEIVED CITY OF TUKWILA JAN - 9 2003 PERMIT CENTER au of i0}(WIUk FEB 32 N k; 'LU D. aae coastructrOS dotuheMs 13 etaseuteen:s of same tare peen fm coerces.. we reams eatl property et tferscwsen A- ceetecfs. Tee .se et des doses tad Mesa COeestrettiee documents for purposes Other .teac the spat he project name tteren s strctty prohibited oethaet expressed •rates eoeseet of kerschs•e Date Issue 12 -23 -02 BID /PERMIT Drawn By: SK Project No.. 1510 • • • • • • • • A2 00 Q r 0) cc < 0 J d. Q La- Z H = c c Z ▪ = 3 w� ' Oc W (/) co U3 PA HERSCHMAN ARCHITECTS I N C O R P O R A I E D 2 3 6 2 5 COMMERCE PARK CLEVELAND, OHIO 4 4 1 2 2 PHONE 216- 464 -4144 FAX 216- 464 -6592 E -MAIL: mailbox181 herschmanarchitects corn • 2 I/2 MTL. 511)1, -er AFF. 4 CONTiNUOUS METAL CEILING EDGE TRIM FLUSH WITH E30 OF CASING BEAD -0' A.F.F. :_ I/2" MTL. STUD A.F.F. CONTINUOUS METAL CEILING EDGE TRIM, FLUSH WITH BOTTOM OF CASING BEAD cr-0" A.F.F. 2 I 1/2" .t• 2 RECESSED LIGHT LIGHT 3 @ SOFFIT SECTION I 1/2 = RECESSED LIGHT @ SOFFIT SECTION RECESSED LIGHT 1 @ TILE CEILING I" MEDIA-ED LIGHT FIXTURE CL LIGHT FIXTURE ;2 - 0 . L 5/8 - GYP, 5D. PAINTED P-1 SCHEDULED LIGHT FIXTURE ck LIGHT FIXTURE 5/8" GYP. 13D PAINTED P-1 CELING CODED NOTES 4206 4o CO). 211 2' x 4 FCAR.F_Fr-Th LIGHT FIXTURE- et/ ACR".',..IC PR S'HATI.C., L.ENS. 21-7 6 2'N.2" Ar-CIUSTIC TL Z LAY-IN CEILN6 AND E.R.P AT WA' AP' (A- 2x4° AC01.45T.0 T LE LAY-1N CF_IL)45 AND 5R P AT 12.-o- AFF ■A-2) GYPSJM BOARD CEILING A q`-0* AFF, ('ANT F-ti NOT USED ,, E - 'AL OW34 D LIGHT BRASS ALLAYINUM -AMINATE C /ER 2' P-Y RECESSED AND POANLIGH - TYPE *A' LOIN VOLTAGE MONO-POINT FIXTURE - TYPE -s• • tiaLy LEUCOS LGA. INC. 800-852-5360. MOT BOTTOM OF SHAOE A7 •-6• AFF IRECESSEP FLUORESCE_N7 Dome_iGHT - TYPE C. NOT LSE. NOT USED. I x 4 FLUOR.ENT F "4," ACRYLIC PRISMATIC LENS. EXIT SIGN. EMERGENCY LIGHT cSR LE sLoT PAN 7 BLACK. APPROxMATE LOCAT ON OF HVAG UNIT. - /ERIFY EXACT LOCATION IN FIELD AND COORDINATE WITH LANDLORD. G.C. TO PROV DE ADDITIONAL STRUCTURAL REINFORCING AND ALTERATION IF REOUIREP. G.C. ALSO TO PROVIDE ROOFING TO MATCH EXISTING COND,TIONS- PER MALL STANDARDS IF REatlIRED. LAY CEILING TO SE 5/8" GYP. BOARD AT AFF ON 6" x 20 GAUGE METAL FRAMING AT i2" c.c. PROVIDE 5/4" TONGUE AND GROOVE PLYWOOD PECK ON TOP AND TRIM EDGES WITH 1 lx6. PA1NT. ACCESS - 0 GRILL MOTORS THRU CEILING TILE. CON TO COORDINATE LOCATION OF GRILLE MOTOR WITH GRILLE MANUFACTURER. 21 ROLLIN& OVERHEAD SECURITY GRILLE AND MOTOR. t2_9 WORK POINT FOR ACOUSTIC TILE LAY-IN CEILING. (el -0" AFF. 2I5s7-t I 2-4 25 2 1/4" 3'-4 I/4" t 0 AF 1111‘ hipr ° ding 2 1111111111111 4-0" 2'-1" I or 0" AFF.I 4 21.1 4'-0" 16-5 5/4" 4'-0" 4'-0" 20- 3' 2 -O AFF. 215‘) vt• • K I. jAJ MLA ileginumnam e-' 2" Mir 1110' IlAw■mose e•-I I/4 l " 21E3 ci', ce5 4-0" 4-111/4" a pp JO In In 2_ '-0" AFF. T-6' AFF AFF. 52-0 LEASE LINE 2'-0" SOFFIT LAYOUT 1/4".1'-0" CEL-PNIS &R A` 2 -OFF 5 A.5:7 THE RO0, AND T L_A /ATOR ES 217 _ NOTE: CEILING GRID AT 12'-0"AFF 15 TO CONTINUE ABOVE THE -IEYstELER-5 ROOM AND Ti-fE LAVATORIES. 0410 n. II =1 7,11111• MO= •1111.11. • It0101001173110.MC001011103gOECC000001 1 4' 2 5/4" 2'-6" 2'-6" 2'-6" tt l'-2 1/2" LL G. 5'-0" S'-0" 0 4 0 l'-2" " • 4'-I 3/8" 00 2'-T 4 4 L 3'-0" 36 1/2" 44 2'-e 0 Ob 2' -b" 0 Ob LEASE LINE 5 '-0" 3'-O" 2'-6" 2'-6" 2'-6" 5 3/4" 4 44 3/4" 3'-0" 3'-O" 3'-0" EQ. • 3r 213 L 11111 0 1' 4" 0 5'-2 /4' In -2 1/4' REC CITY OF JAN - PERMIT 2 In 3'-2" 2'-1 I/8" 2'-"T 1/8" 51'-0" 1/4" 4 -11 1/4" 0 - CEILING PLAN 1/4".I'-0" w 07 EIVED TUKWILA 9 2003 CENTER 04/S4p ift0 COOStreagliCie documwets •• esliruserts of serince si e pryer i• coil/deed ang f•••• of MeISCA11401 Architects ine use ert ms 4selip awl emse ceastfuc•on olocuamonts 1 P••••••s CffiS the sCecthc pr o ct reamed ,efes c•S StiCtlY KC intliOut 1114014M1110 I ate 2-23-02 BID/F'ERMIT Drawn By- • • • • • • Project No Issue 11111 I. HERSCHMAN ARCHITECTS INCORPORAIED 2 3 625 COMMERCE PARK CLEVELAND, OHIO 4 4 1 2 2 PHONE 216-464-4144 FAX 216-464-6592 mailboxfa herschrnanarchitects corn A3 5K 1510 < 23) cc 2 <0 ...I 0 - I-- Z cc z L1J < ° Z LiJ ' 0 17 0 ) M < 0 co L11 0 CO U3 LEASE Li re CEILING GRID MIN. TO GRID GHT ER w U C z alb a0 01 •1■111 0 i /1 EEH 1701NNL I GHT • 2 I/2 MTL. 511)1, -er AFF. 4 CONTiNUOUS METAL CEILING EDGE TRIM FLUSH WITH E30 OF CASING BEAD -0' A.F.F. :_ I/2" MTL. STUD A.F.F. CONTINUOUS METAL CEILING EDGE TRIM, FLUSH WITH BOTTOM OF CASING BEAD cr-0" A.F.F. 2 I 1/2" .t• 2 RECESSED LIGHT LIGHT 3 @ SOFFIT SECTION I 1/2 = RECESSED LIGHT @ SOFFIT SECTION RECESSED LIGHT 1 @ TILE CEILING I" MEDIA-ED LIGHT FIXTURE CL LIGHT FIXTURE ;2 - 0 . L 5/8 - GYP, 5D. PAINTED P-1 SCHEDULED LIGHT FIXTURE ck LIGHT FIXTURE 5/8" GYP. 13D PAINTED P-1 CELING CODED NOTES 4206 4o CO). 211 2' x 4 FCAR.F_Fr-Th LIGHT FIXTURE- et/ ACR".',..IC PR S'HATI.C., L.ENS. 21-7 6 2'N.2" Ar-CIUSTIC TL Z LAY-IN CEILN6 AND E.R.P AT WA' AP' (A- 2x4° AC01.45T.0 T LE LAY-1N CF_IL)45 AND 5R P AT 12.-o- AFF ■A-2) GYPSJM BOARD CEILING A q`-0* AFF, ('ANT F-ti NOT USED ,, E - 'AL OW34 D LIGHT BRASS ALLAYINUM -AMINATE C /ER 2' P-Y RECESSED AND POANLIGH - TYPE *A' LOIN VOLTAGE MONO-POINT FIXTURE - TYPE -s• • tiaLy LEUCOS LGA. INC. 800-852-5360. MOT BOTTOM OF SHAOE A7 •-6• AFF IRECESSEP FLUORESCE_N7 Dome_iGHT - TYPE C. NOT LSE. NOT USED. I x 4 FLUOR.ENT F "4," ACRYLIC PRISMATIC LENS. EXIT SIGN. EMERGENCY LIGHT cSR LE sLoT PAN 7 BLACK. APPROxMATE LOCAT ON OF HVAG UNIT. - /ERIFY EXACT LOCATION IN FIELD AND COORDINATE WITH LANDLORD. G.C. TO PROV DE ADDITIONAL STRUCTURAL REINFORCING AND ALTERATION IF REOUIREP. G.C. ALSO TO PROVIDE ROOFING TO MATCH EXISTING COND,TIONS- PER MALL STANDARDS IF REatlIRED. LAY CEILING TO SE 5/8" GYP. BOARD AT AFF ON 6" x 20 GAUGE METAL FRAMING AT i2" c.c. PROVIDE 5/4" TONGUE AND GROOVE PLYWOOD PECK ON TOP AND TRIM EDGES WITH 1 lx6. PA1NT. ACCESS - 0 GRILL MOTORS THRU CEILING TILE. CON TO COORDINATE LOCATION OF GRILLE MOTOR WITH GRILLE MANUFACTURER. 21 ROLLIN& OVERHEAD SECURITY GRILLE AND MOTOR. t2_9 WORK POINT FOR ACOUSTIC TILE LAY-IN CEILING. (el -0" AFF. 2I5s7-t I 2-4 25 2 1/4" 3'-4 I/4" t 0 AF 1111‘ hipr ° ding 2 1111111111111 4-0" 2'-1" I or 0" AFF.I 4 21.1 4'-0" 16-5 5/4" 4'-0" 4'-0" 20- 3' 2 -O AFF. 215‘) vt• • K I. jAJ MLA ileginumnam e-' 2" Mir 1110' IlAw■mose e•-I I/4 l " 21E3 ci', ce5 4-0" 4-111/4" a pp JO In In 2_ '-0" AFF. T-6' AFF AFF. 52-0 LEASE LINE 2'-0" SOFFIT LAYOUT 1/4".1'-0" CEL-PNIS &R A` 2 -OFF 5 A.5:7 THE RO0, AND T L_A /ATOR ES 217 _ NOTE: CEILING GRID AT 12'-0"AFF 15 TO CONTINUE ABOVE THE -IEYstELER-5 ROOM AND Ti-fE LAVATORIES. 0410 n. II =1 7,11111• MO= •1111.11. • It0101001173110.MC001011103gOECC000001 1 4' 2 5/4" 2'-6" 2'-6" 2'-6" tt l'-2 1/2" LL G. 5'-0" S'-0" 0 4 0 l'-2" " • 4'-I 3/8" 00 2'-T 4 4 L 3'-0" 36 1/2" 44 2'-e 0 Ob 2' -b" 0 Ob LEASE LINE 5 '-0" 3'-O" 2'-6" 2'-6" 2'-6" 5 3/4" 4 44 3/4" 3'-0" 3'-O" 3'-0" EQ. • 3r 213 L 11111 0 1' 4" 0 5'-2 /4' In -2 1/4' REC CITY OF JAN - PERMIT 2 In 3'-2" 2'-1 I/8" 2'-"T 1/8" 51'-0" 1/4" 4 -11 1/4" 0 - CEILING PLAN 1/4".I'-0" w 07 EIVED TUKWILA 9 2003 CENTER 04/S4p ift0 COOStreagliCie documwets •• esliruserts of serince si e pryer i• coil/deed ang f•••• of MeISCA11401 Architects ine use ert ms 4selip awl emse ceastfuc•on olocuamonts 1 P••••••s CffiS the sCecthc pr o ct reamed ,efes c•S StiCtlY KC intliOut 1114014M1110 I ate 2-23-02 BID/F'ERMIT Drawn By- • • • • • • Project No Issue 11111 I. HERSCHMAN ARCHITECTS INCORPORAIED 2 3 625 COMMERCE PARK CLEVELAND, OHIO 4 4 1 2 2 PHONE 216-464-4144 FAX 216-464-6592 mailboxfa herschrnanarchitects corn A3 5K 1510 < 23) cc 2 <0 ...I 0 - I-- Z cc z L1J < ° Z LiJ ' 0 17 0 ) M < 0 co L11 0 CO U3 LEASE Li re cr J Fi - 4 I,`,1 - _ --, -I -_-1 1 I II I I4' ti I FIXTURES - SEE 1 I " GRILL GUIDE �� � J. I F2 FOR DETAILS. I lI � II '' BEYOND. !i 1 f Y' 2 c -r_ I1 F W_� GF -I G -I VM I' -8" IT-6" -0 3/ " 5' -1 I/8" ✓ . . . _ _ ,-.. - -... - --- ....- 1 rC hfri 3/8" x 3/8' SL.AGK ANC: 'F' CHA \W_L S�� . L' R✓NT ON:Y Ex STING, ''...* °.ER 5 =I, SE- 5^- sr, LEASE _;! - —t z J W 0 1 1/4° ANC. WOOD LAM. DOORS - SEE Aq FOR DETAILS. EQUAL 4'-O ,r - 1/2" / 3' I ` M -I I 2 -10' 6 -II I/2" 1 1111 Ii1 P -1 - ' - 't A 8'-0 3/4" 4'-O 'l G -I } J 4' -5I/8" 2' -2" \ 2-3 1/8" ANC. 4•-0' QUARRY CAST PANELS MALL Ba_+Cr FAD 1/4" = i' -0" PIN '►ems CHAN E,- 1 R\ SE 572 FOR D _S C. X'ER ABC-/E PRG,.EC.TaO9N BELoriL 4' -0' GAh /-DZ D GO!vr'DY. L16H BRASS LA \''\ATE O /_R 2' (I/4° N'ENEER MA4OG4 "Y VM C /ER 5.13' GYPy�7✓ O ! PA'�_S SEE DE`A:_ 4 /Ft 1 I F •XTJRE5 - SEE I F2 FOR DE .A - - 30' -0" LEASE LINE STOREFRONT ELEVATION GRILLE OPENING C INTERIOR ELEVATION 1/4" = I' -O" 4' -II 1/4" 2' -O" EXIT SIGN 0G -I P -I CGF E INTERIOR ELEVATION I /4" = 1' -0" AT? mwecalts A -I GRILLE OPENING OG -I 2' -0" 1' -6" i VARIES SIGN �A. SEE 1'9 O O � J QI A -I FIXTURES - SEE F2 FOR DETAILS. SIGN *55, SEE SHEET 5DI. �GF -I 14' -3" P -I I' -10 5/8" ANC. 5' -c1 n Z z d O J 0 I' -8" OG- GRILL GUIDE BEYOND. W - s 2'-C" 0 -- —I/4 VET€ER MAr- 6AN`/ [!A! OVER 548 PANELS. SEE DETAIL 4/FI —SIGN •54, 5r* StET' 5D1 FIXTURES - SE F2 FOR DETAILb. L_ 15-3' GRILLE OPENING 24" x 45" x 5/16" QUARRY CAST PANEL BY FORMGLAS COLOR: KYOTO COFFEE 5/8" DRYWALL 1/4" x 1/2" BLACK METAL REVEAL 3/8" GRANITE WALL PANEL QUARRY CAST/ 1 GRANITE JOINT 3 "= I -0" Poi MOWED 1REsiERSE CHANNEL - LE TER S MASK "ACE. BLACK R: . SEE 502 FOR CENTER A3a E PRc..E,c.. ^>ON 3ELOA -*-- MALL BULKHEAD - -•- 1 JEW7 LERS I '-6" SIGN *55 SEE SHEET 5D1. FIXTURES - ;CL F2 FOR DETAILS O t CANT E /ERE✓ C0 °Y •q04 BR.FS+ED LICE' ERASS A_.`'tlTLT1 2' P`�Vi�fO� 16' -3" GRILLE OPENING 51' -0" LEASE LINE 1/2" TYP. B STOREFRONT ELEVATION 1/4" = 1' -0" 3' -4 I/4" 2' -q" ANC. SIGN •', SEE S* r 5D 6' -q" 4'-U' 1/2" TYP. -0 1/2" , 1/2" TYP. \ I I 2' -q" 3' -4 I/4 \ 3' -0" 25' -6" 6' -q" 4' D INTERIOR ELEVATION 1/4" = 1' -0" 1= INTERIOR ELEVATION 1/4" = 1'-0" I= 113' -5 I/2° 2'- 3 -1/8" ANG. 4'-O' EQUAL 4 T 5 ° °1 2' -10"{ ANC. \I 1/4" 7 Ett. 5' -41/2" 1 -6" i 1/2" TYP. 4 • o f r : I (V j : t • i 14 Acl DISPLAY WINDOW # 3 WY 3./8' x 3/8' B1.'.�A -c • A \0 RE /EA_ A' TOP 0/ . - STOR= R i \T 01•4-'1 � U EXIST;NG NC'URA_`PIER LEASE LINE JAN - 9 2003 RECEIVED CITY OF TUKWILA PERMIT CENTER OORS - )ETAILS. 1J03 -ooh i C1T`■ of PR9l0 FEB -37003 1' -6" / \ 4 1/4" - .. .}(' ANC. FUR OUT D.& r'4 Galati 1.11011 OOCtwrtrs ss rtVtarits a' wince are ones is eofl*Nees and ream the property W Her saran Architects Tees e Of OM desgt Old Ones• Ce+strncbSs do uolOots for Qcrpos•s otn•r MOO the soeotc pr orect nesse Neer+ es SO.COy Oroh•iod without •,m•ss•d wr..eo Consent of Nersetaeln Date Issue '2 -25 -02 BID/PERK • • • • • • Drawn By: 5K Project No.: "1510 < C°13) CC < 0 J a- < Z 2 I w < Z I W . W = O F- F- 0 F- O '^^ ' w'^ V/ W V/ IFA HERSCHMAN ARCHITECTS I N C O R P O R A T E D 2 3 6 2 5 COMMERCE PARK CLEVELAND, OHIO 4 4 1 2 2 PHONE 216- 464 -4144 FAX 216 - 464 -6592 E -MAIL: mailbox161 herschmanarchitects corn A4 4 , • - - f A-I W f / WOOD LAM. D SEEM FORM FV-M-1 P ` i P -I A A -I P P -I ` J k;_to ____ - - I/4" VENEER MAHOGANY O OG -11 OG -I PANELS. SEE DETAIL 4/FI hfri 3/8" x 3/8' SL.AGK ANC: 'F' CHA \W_L S�� . L' R✓NT ON:Y Ex STING, ''...* °.ER 5 =I, SE- 5^- sr, LEASE _;! - —t z J W 0 1 1/4° ANC. WOOD LAM. DOORS - SEE Aq FOR DETAILS. EQUAL 4'-O ,r - 1/2" / 3' I ` M -I I 2 -10' 6 -II I/2" 1 1111 Ii1 P -1 - ' - 't A 8'-0 3/4" 4'-O 'l G -I } J 4' -5I/8" 2' -2" \ 2-3 1/8" ANC. 4•-0' QUARRY CAST PANELS MALL Ba_+Cr FAD 1/4" = i' -0" PIN '►ems CHAN E,- 1 R\ SE 572 FOR D _S C. X'ER ABC-/E PRG,.EC.TaO9N BELoriL 4' -0' GAh /-DZ D GO!vr'DY. L16H BRASS LA \''\ATE O /_R 2' (I/4° N'ENEER MA4OG4 "Y VM C /ER 5.13' GYPy�7✓ O ! PA'�_S SEE DE`A:_ 4 /Ft 1 I F •XTJRE5 - SEE I F2 FOR DE .A - - 30' -0" LEASE LINE STOREFRONT ELEVATION GRILLE OPENING C INTERIOR ELEVATION 1/4" = I' -O" 4' -II 1/4" 2' -O" EXIT SIGN 0G -I P -I CGF E INTERIOR ELEVATION I /4" = 1' -0" AT? mwecalts A -I GRILLE OPENING OG -I 2' -0" 1' -6" i VARIES SIGN �A. SEE 1'9 O O � J QI A -I FIXTURES - SEE F2 FOR DETAILS. SIGN *55, SEE SHEET 5DI. �GF -I 14' -3" P -I I' -10 5/8" ANC. 5' -c1 n Z z d O J 0 I' -8" OG- GRILL GUIDE BEYOND. W - s 2'-C" 0 -- —I/4 VET€ER MAr- 6AN`/ [!A! OVER 548 PANELS. SEE DETAIL 4/FI —SIGN •54, 5r* StET' 5D1 FIXTURES - SE F2 FOR DETAILb. L_ 15-3' GRILLE OPENING 24" x 45" x 5/16" QUARRY CAST PANEL BY FORMGLAS COLOR: KYOTO COFFEE 5/8" DRYWALL 1/4" x 1/2" BLACK METAL REVEAL 3/8" GRANITE WALL PANEL QUARRY CAST/ 1 GRANITE JOINT 3 "= I -0" Poi MOWED 1REsiERSE CHANNEL - LE TER S MASK "ACE. BLACK R: . SEE 502 FOR CENTER A3a E PRc..E,c.. ^>ON 3ELOA -*-- MALL BULKHEAD - -•- 1 JEW7 LERS I '-6" SIGN *55 SEE SHEET 5D1. FIXTURES - ;CL F2 FOR DETAILS O t CANT E /ERE✓ C0 °Y •q04 BR.FS+ED LICE' ERASS A_.`'tlTLT1 2' P`�Vi�fO� 16' -3" GRILLE OPENING 51' -0" LEASE LINE 1/2" TYP. B STOREFRONT ELEVATION 1/4" = 1' -0" 3' -4 I/4" 2' -q" ANC. SIGN •', SEE S* r 5D 6' -q" 4'-U' 1/2" TYP. -0 1/2" , 1/2" TYP. \ I I 2' -q" 3' -4 I/4 \ 3' -0" 25' -6" 6' -q" 4' D INTERIOR ELEVATION 1/4" = 1' -0" 1= INTERIOR ELEVATION 1/4" = 1'-0" I= 113' -5 I/2° 2'- 3 -1/8" ANG. 4'-O' EQUAL 4 T 5 ° °1 2' -10"{ ANC. \I 1/4" 7 Ett. 5' -41/2" 1 -6" i 1/2" TYP. 4 • o f r : I (V j : t • i 14 Acl DISPLAY WINDOW # 3 WY 3./8' x 3/8' B1.'.�A -c • A \0 RE /EA_ A' TOP 0/ . - STOR= R i \T 01•4-'1 � U EXIST;NG NC'URA_`PIER LEASE LINE JAN - 9 2003 RECEIVED CITY OF TUKWILA PERMIT CENTER OORS - )ETAILS. 1J03 -ooh i C1T`■ of PR9l0 FEB -37003 1' -6" / \ 4 1/4" - .. .}(' ANC. FUR OUT D.& r'4 Galati 1.11011 OOCtwrtrs ss rtVtarits a' wince are ones is eofl*Nees and ream the property W Her saran Architects Tees e Of OM desgt Old Ones• Ce+strncbSs do uolOots for Qcrpos•s otn•r MOO the soeotc pr orect nesse Neer+ es SO.COy Oroh•iod without •,m•ss•d wr..eo Consent of Nersetaeln Date Issue '2 -25 -02 BID/PERK • • • • • • Drawn By: 5K Project No.: "1510 < C°13) CC < 0 J a- < Z 2 I w < Z I W . W = O F- F- 0 F- O '^^ ' w'^ V/ W V/ IFA HERSCHMAN ARCHITECTS I N C O R P O R A T E D 2 3 6 2 5 COMMERCE PARK CLEVELAND, OHIO 4 4 1 2 2 PHONE 216- 464 -4144 FAX 216 - 464 -6592 E -MAIL: mailbox161 herschmanarchitects corn A4 4 , • O i is LUJ N tn Q JE1^ELERS BENCH - BY OTHERS. O O L JEWELERS ROOM ELEV. I/4 "=I '-0 WATER HEATER MOUNTED ON TOP OF TOILET ROOM CEILING DECK I -1/2" 0 A, GRAB BARS. PROVIDE ADEQUATE BACKING FOR ATTACHMENT, TYP. I PAPER TOWEL HOLDER LAVATORY Q IL x VT -11 r 1 G WORKROOM ELEV. I/4 -0 FRP In z I A -2 t e VB -I P -s �VB -IIJ I VT -11 -4--Ex STING DEMISING WALL P -b 42 3' -O" 12" P TOILET ROOM ELEV. 1/4"=I'-0" I, O ✓ EXISTING DEMISING WALL IV U ry 6 a 4 -I O r N 4. /w6 TC 9E 3 4 x' -O x IO G STA 1/4,; ARC 3`-O" O r mAX Yt"?"r. 9 — 'ZETS A■0 AT 0' OC. TO 'T'-O" t =6' C.; ABO IE ''-0 MM.,: AND R Writ TO6& ES 1t� DR"ihA._ LAVATORY EQUIPMENT NOTES A 4 J WASHROOM ACCESSORIES U700 24" x 36" SURFACE MOUNTED MIRROR WITH FRAME. A 4 J WASHROOM ACCESSORIES U8I1 TOILET PAPER HOLDER A 4 J WASHROOM ACCESSORIES UISOA PAPER TOWEL DISPENSER (SURFACE MOUNTED) A 4 J HANDICAPPED GRAB BARS UGI2O PER STATE AND LOCAL CODES. (I) 0 42 ", (I) 0 36" PROVIDE WOOD BLOCKING IN WALLS AS REQUIRED FOR EQUIPMENT. SEE DIV. 10 TOILET ROOM ACCESSORIES FOR EQUIPMENT SPEC. USE A 4 J TOILET ROOM EQUIPMENT UNLESS NOTED OTHERWISE. O -I > 4 J 2' DIA P_AS. 6R0"mET B ACCQOOM LINES O n O (N LU v LU A I- 0 U I- In O U Q I O O Y p TOG K ROOM Q 5/8" TYPE 'X' GYP. BD. 5 5/8" METAL STUDS ® 16" O.G. (SEE PLAN) 2" x 6" (NOM.) FIRE RET. GUARD (PAINT P -3). 6" METAL JOIST 0 12" O.G. H WORKROOM ELEV. I /4 " =i -0" WORKROOM CEILING/ BEYOND VTI M I JEWELERS ROOM ELEV. 1/4 "= I --0" EXIST. DEMISING WALL z J I -1/2" PIA. GRAS BARS. PROVIDE ADEQUATE BACKING FOR ATTACHMENT, TYP. - 1/4 " =1' -0" lw r- :,Q`/!ER PLATE 1 J 1. , sn ..pp 4 r i 11' -6' !SON! C CART -2; 1 t 4 P -5 H :4" x 72" CaNTERTOP a2' -6`A n •4' SACK PLASr 4 BOX CLEAT TO IAA — _ A'4: ATE L- P -5 VBI� j, 2-Q ANGLED IS 1 TOILET ROOM ELEV. 1" re 1' -0" II 5/8" TYPE 'X' GYP. BD. ow WALLS 4 CEILINGS TOILET ROOM DECK DETAIL O n WORKROOM CEILING BEYOND WATER HEATER MOUNTED ON TOP OF TOILET ROOM CEILING DECK F- I O N O (Y N �o EXISTING DEMISING WALL I- IL 9 1 1- 11.1 - f- t-- GYP. BD. CLG. 1) J WORKROOM ELEV. N FIRE RETARDANT 3/4" PLYWOOD SHEATHING SCREWED TO 6" 20 GA. JOISTS 0 12" O.G. EXISTING DEMISING WALL FRP G.0 . SHALL PROVIDE JOIST TRACK 4 END CLIPS AS REQUIRED 2' -9" ANGLED JEWELERS ROOM ELEV. I/4 " =I' -O" yvB-!i LIVT-II I P -61 VS -I VT -I P -3 -IVT -I i I R TOILET ROOM ELEV. I/4 " =1' -O" IL O 1 9 'V d1 4 fY V De WORKROOM CEILING BEYOND - -� WATER HEATER MOUNTED ON TOP OF TOILET ROOM CEILING DECK In r K I WORKROOM ELEV. 0 JEWELERS ROOM ELEV. I /4' -O " S JEWELERS BENCH BY OTHERS. A -2 r t � ! P -5 1/4"=r-0" A -2 WORKROOM CEILING BEYOND VTI TOILET ROOM ELEV. ✓ 0 0 : - n a 1/40 i ; 4 W i n F 0 J wY LU __i LU K to EXIST. DEMISING WALL SOAP DISPENSER LAVATORY i- O r N cof OF TUROIA A AppROYED FEB - 3 2003 i 4 RECEIVED CITY OF TUKWILA JAN - 9 2003 PERMIT CENTER Cesar and coasnuctiee doeunsets as restrmtroets 0' serVlce tre prat r confidence and renter no 0 rtr e1 Ibrseeets" Atutects. The „se W IM denes and taess constructer Ooconeats to purposes otter 111111 L Is= t c project named /Wee rs s=ictir proabtsd .rteoet expressed windier cdnSMt a' He /shrstn Date !Issue ;2 -23 -02 BID/PERM'T • • 4 r r • Drawn By: 5K Project No.: 7510 A5 HERSCHMAN ARCHITECTS I N C U H I' 0 H A I L U 2 3 6 2 5 COMMERCE PARK CLEVELAND, OHIO 4 4 1 2 2 PHONE 216- 464 -4144 FAX 216- 464 -6592 E -MAIL: mailboxral • herschmanarchitects corn WORKROOM ACOUSTIC TILE CEILING WORKROOM ACOUSTIC TILE CEILING WORKROOM ACOUSTIC TILE CEILING WORKROOM ACOUSTIC TILE CEILING VVORKROOM ACOUSTIC TILE CEILING WORKROOM ACOUSTIC TILE CEILING SALES AREA DRYWALL CEILING SALES AREA DRYINALL CELINE, ACOUSTIC TILE CEILINS JEWELERS ROOM LOFT JEWELER'S RM LOFT LAV. GYP. E3D. CEILING LAV. GYP BD. (SEILING JEWELERS RM. LOFT TOILET LOFT LAV. LOFT LAV LOFT P -5{ 1 C JEWELERS ROOM LC 6' - 6" (- O i is LUJ N tn Q JE1^ELERS BENCH - BY OTHERS. O O L JEWELERS ROOM ELEV. I/4 "=I '-0 WATER HEATER MOUNTED ON TOP OF TOILET ROOM CEILING DECK I -1/2" 0 A, GRAB BARS. PROVIDE ADEQUATE BACKING FOR ATTACHMENT, TYP. I PAPER TOWEL HOLDER LAVATORY Q IL x VT -11 r 1 G WORKROOM ELEV. I/4 -0 FRP In z I A -2 t e VB -I P -s �VB -IIJ I VT -11 -4--Ex STING DEMISING WALL P -b 42 3' -O" 12" P TOILET ROOM ELEV. 1/4"=I'-0" I, O ✓ EXISTING DEMISING WALL IV U ry 6 a 4 -I O r N 4. /w6 TC 9E 3 4 x' -O x IO G STA 1/4,; ARC 3`-O" O r mAX Yt"?"r. 9 — 'ZETS A■0 AT 0' OC. TO 'T'-O" t =6' C.; ABO IE ''-0 MM.,: AND R Writ TO6& ES 1t� DR"ihA._ LAVATORY EQUIPMENT NOTES A 4 J WASHROOM ACCESSORIES U700 24" x 36" SURFACE MOUNTED MIRROR WITH FRAME. A 4 J WASHROOM ACCESSORIES U8I1 TOILET PAPER HOLDER A 4 J WASHROOM ACCESSORIES UISOA PAPER TOWEL DISPENSER (SURFACE MOUNTED) A 4 J HANDICAPPED GRAB BARS UGI2O PER STATE AND LOCAL CODES. (I) 0 42 ", (I) 0 36" PROVIDE WOOD BLOCKING IN WALLS AS REQUIRED FOR EQUIPMENT. SEE DIV. 10 TOILET ROOM ACCESSORIES FOR EQUIPMENT SPEC. USE A 4 J TOILET ROOM EQUIPMENT UNLESS NOTED OTHERWISE. O -I > 4 J 2' DIA P_AS. 6R0"mET B ACCQOOM LINES O n O (N LU v LU A I- 0 U I- In O U Q I O O Y p TOG K ROOM Q 5/8" TYPE 'X' GYP. BD. 5 5/8" METAL STUDS ® 16" O.G. (SEE PLAN) 2" x 6" (NOM.) FIRE RET. GUARD (PAINT P -3). 6" METAL JOIST 0 12" O.G. H WORKROOM ELEV. I /4 " =i -0" WORKROOM CEILING/ BEYOND VTI M I JEWELERS ROOM ELEV. 1/4 "= I --0" EXIST. DEMISING WALL z J I -1/2" PIA. GRAS BARS. PROVIDE ADEQUATE BACKING FOR ATTACHMENT, TYP. - 1/4 " =1' -0" lw r- :,Q`/!ER PLATE 1 J 1. , sn ..pp 4 r i 11' -6' !SON! C CART -2; 1 t 4 P -5 H :4" x 72" CaNTERTOP a2' -6`A n •4' SACK PLASr 4 BOX CLEAT TO IAA — _ A'4: ATE L- P -5 VBI� j, 2-Q ANGLED IS 1 TOILET ROOM ELEV. 1" re 1' -0" II 5/8" TYPE 'X' GYP. BD. ow WALLS 4 CEILINGS TOILET ROOM DECK DETAIL O n WORKROOM CEILING BEYOND WATER HEATER MOUNTED ON TOP OF TOILET ROOM CEILING DECK F- I O N O (Y N �o EXISTING DEMISING WALL I- IL 9 1 1- 11.1 - f- t-- GYP. BD. CLG. 1) J WORKROOM ELEV. N FIRE RETARDANT 3/4" PLYWOOD SHEATHING SCREWED TO 6" 20 GA. JOISTS 0 12" O.G. EXISTING DEMISING WALL FRP G.0 . SHALL PROVIDE JOIST TRACK 4 END CLIPS AS REQUIRED 2' -9" ANGLED JEWELERS ROOM ELEV. I/4 " =I' -O" yvB-!i LIVT-II I P -61 VS -I VT -I P -3 -IVT -I i I R TOILET ROOM ELEV. I/4 " =1' -O" IL O 1 9 'V d1 4 fY V De WORKROOM CEILING BEYOND - -� WATER HEATER MOUNTED ON TOP OF TOILET ROOM CEILING DECK In r K I WORKROOM ELEV. 0 JEWELERS ROOM ELEV. I /4' -O " S JEWELERS BENCH BY OTHERS. A -2 r t � ! P -5 1/4"=r-0" A -2 WORKROOM CEILING BEYOND VTI TOILET ROOM ELEV. ✓ 0 0 : - n a 1/40 i ; 4 W i n F 0 J wY LU __i LU K to EXIST. DEMISING WALL SOAP DISPENSER LAVATORY i- O r N cof OF TUROIA A AppROYED FEB - 3 2003 i 4 RECEIVED CITY OF TUKWILA JAN - 9 2003 PERMIT CENTER Cesar and coasnuctiee doeunsets as restrmtroets 0' serVlce tre prat r confidence and renter no 0 rtr e1 Ibrseeets" Atutects. The „se W IM denes and taess constructer Ooconeats to purposes otter 111111 L Is= t c project named /Wee rs s=ictir proabtsd .rteoet expressed windier cdnSMt a' He /shrstn Date !Issue ;2 -23 -02 BID/PERM'T • • 4 r r • Drawn By: 5K Project No.: 7510 A5 HERSCHMAN ARCHITECTS I N C U H I' 0 H A I L U 2 3 6 2 5 COMMERCE PARK CLEVELAND, OHIO 4 4 1 2 2 PHONE 216- 464 -4144 FAX 216- 464 -6592 E -MAIL: mailboxral • herschmanarchitects corn WORKROOM ACOUSTIC TILE CEILING WORKROOM ACOUSTIC TILE CEILING WORKROOM ACOUSTIC TILE CEILING WORKROOM ACOUSTIC TILE CEILING VVORKROOM ACOUSTIC TILE CEILING WORKROOM ACOUSTIC TILE CEILING SALES AREA DRYWALL CEILING SALES AREA DRYINALL CELINE, ACOUSTIC TILE CEILINS JEWELERS ROOM LOFT JEWELER'S RM LOFT LAV. GYP. E3D. CEILING LAV. GYP BD. (SEILING JEWELERS RM. LOFT TOILET LOFT LAV. LOFT LAV LOFT • MALL TILE LEASE LINE I- • �i 7 9 tv 0 z 4 J m Q 'o O % w 1 f CE. OF BOXED LINTEL ABOVE OF OVERHE GRILLE AD \MALL\ TILE A7 3/8" BLACK GRANITE TILE IGW -21 OVER 5/8" GYP. BD. OVER 3 5/8" MTL. STUDS N iA !CORAL. PER BYLl. 1/2" II I/2" I' -5" I 4' -2" WIDE I DISPLAY WINDOW. SEE A9 FOR DETAILS. GR4NNITE I' -8" I' -5" -O` • / MALL FLreORIN& GRANITE FLOOR TI =LOOR TILE GF -I V - O" 1/4" ( PANE / / / E GW -I CARPET 1' -4" V- 1 " 11 NEER MAHO�ANY VER 5/8" GYP SUM 5. SEE_ DET,e,IL 4/FI 3 "x3' STEEL GRILLE TUBE Y(ALL COVERING OVER 5;'8 ' GYPSU!-i WALL BOARD S 3 -5/8' METAL STUD RJR OUT 11/2" VENEER MAHOGANY ASSENIE3LY �V M O V ER 5,5" G "PSJM BOARD METAL STUD WALL 3/8' BLACK GRANITE TILE IGW -21 OVER 5/8" GYP. BD. OVER 3 5/8" MTL. STUDS STOREFRONT FRAMING ._IAMB COLUMN. SEE DETAIL 7 /A6 CARPET EXIs COLUMN 3 "x3" STEEL TLLE TUBE STOREFRONT FRA%IING JAMB COLUMN. SEE DETAIL "1 /A6 15' -3 I /2" TRUSS 14' -3" GRILLE OPENING / [ WG -2 I LEASE L9€ CARPET 1/4" VENEER MAHOGANY OVER 5/8" GYPSUM PANELS. SEE DETAIL 5/FI IvWI CARPET \ w IL LEASE LINE OF BOXED LINTEL ABOVE OF OVERHEAD GRILLE \MALL\ TILE 3 "x3" 5 EL GRILLE BE STIFFENE PLATE ATE 41 i soEss 6`X6 1b GAG= (TYF. BOTH a 4 \4' s s • 4 IIP*1 NOTE: ALL FASTENERS SHOYVN TO BE 5/5" TYPE 5 -12 LOW PROFILE HEAD SCREWS "HIGH GIVE A 9S LB. PJLLOUT FACTOR AND A 220 LB. SHEAR FACTOR FOR THE THINNEST METAL ATTACHED. NOTE: FRAMING COMPONENTS AS MANUFACTURED SY 'UNIMAST' CORP. 0" STORE ONT FR MIN& JAMB • LUMN. 5 % E DETAIL 1/A6 51' • LEA LINE 7 STOREFRONT FRAMING NOT TO SCALE 16 GAUGE I "X 1 !/2' END 5T11 (TYP. BOTH SIDES) 6 FRAMING DETAILS NOT TO SCALE U I~ O O IL EXISTING COLUMN NOTE: AN" /ALL WELDING AT NEW STOREFRONT SHALL SE DONE BY A CERTIFIED WELDER IN ACCORDANCE WITH AS SPECIFICATIONS. I1' -3 1/2" TRUSS A7 1/2" DIA. BOLT SECURED INTO SLAB (TIT. BOTH SIDES) GRILLE OPENING CLIP ANGLES 16 GAUGE I I/2'X 1/2" (TYP.) CARPET 2' -2" 9/8" BLACK GRANITE TILE OVER 5/8" 6YP. BD. OVER 3 5/8" MTL. STUDS • 1 MORTAR BED (THIN SET) 5/8" GRANITE TILE GROUT SCHLUTER RENO TK -I25 ANODIZED ALUMINUM 1/2" H DIVIDER STRIP CARPET 4' -2" WIDE DISPLAY WINDOW. SEE A9 FOR DETAILS. 14 Aq O t iv 4' -2" !SPLAY WINDOI4 VINYL L . TILE ER' s7IO RESILIENT TRANSITION IU z k 0 III CARPET 'Y I 5 VINYL TO CARPET FULL SCALE I'!II SMOOTH TRANS T ON i \ FEATHER OUT (TAPER) 12" MINI FLOOR STONE SLOPE DOWN FLUSH WITH CARPET I -1/2" VENEER MAHOGANY ASSEMBLY I VM I OVER 5/5" GYPSUM BOARD METAL STUD WALL II VCT 4 CARPET TO MARBLE FULL SCALE EXIST! ■IG COLUM N D3D 1 MARBLE TO 3 MALL TILE FULL SCALE 5/8" GRANITE SEE PLAN FOR GRILLE OPENING I /4" QUIRK MITER 3 5/5" MTL. STUD t 5/8" TYPE 'X' z GYP. BD. a 2 1/2" w W f GRILLE TRACK 1/8" a w BLOCKING AS REQUIRED 3" x 3" STEEL GRILLE POST 3/8" GRANITE 5/8" GRANITE 2 COLUMN SECTION 11/2" = I' -O" I! I I 1 ll! I I, L 1IT1 I I I \ 4ALL\ TILE WALL BOARD 4 3 -5/8" METAL STUD FUR CUT LEASE LINE DEIt1ISING WA L I -1 I IGW -II IGW -II z Q a _ 111 RECEIVED ,•AN - 9 20C3 ERMIT CENT III ►III 4 1 CITY of TUKWILA APPROVED FEB - 3 2003 l tit L R NEUTRAL PIER BY L.L. ill 3" 11/4" ENLARGED 1 STOREFRONT PLAN I" 1 O v D.*w s•e co•en•euon dxwnes ss •stnaelxs ol set..cc are wren ■ confide.* are mow s ty et Hersdr•en Artlatects The ..‘se et the delve add these tseiM•chee QpCyemnts ter choecKOS other thin the spe.trc pO1ec: rimed egged 4 Stneny waits •tt wt+cvt •:pressed �r.ttsr densest or ,ierseh•e• Date 'Issue '2 -23 -02 BID/PERMIT • • • • • • • • Drawn By: 5K Project No 7810 it HERSCHMAN ARCHITECTS I N C O H P O H A I E D 2 3 6 2 5 COMMERCE PARK CLEVELAND, OHIO 4 4 1 2 2 PHONE 216- 464 -4144 FAX 216 - 464 -6592 E -MAIL: mailbox0 herschm8narchitects corn A6 Co T CC Z < 0 Q z W Q Z = 3 W H LLI = OcM CO c0 v) • e Y SUSPENDED CEILING 5/5" GYPSUM BOARD, PAINT P I. 5 " LIGHT FIXTURE 2' -4" b" GRILLE SLOT IN SOFFIT - PAINT BLACK. 24" x 45" x 5/16" 'OUARRYCAST' PANELS OVER 5/5" GYP. BD (QG - I). EMERGENCY PANIC DEVICE FOR COILING GRILLE - LOCATE ON SIDE WALL AT MOTOR END OF GRILLE. GRILLE KEY SWITCH I' -IO x 20 GA. TRACK ANC-HORED INTO BOTTOM OF DECK WITH (2) I/2` TECH SGREyi 0 24" O.G. PROVIDE ONE LAYER OF 5/5 TYPE IX` FIRE RATED DRYWALL CLOSURE STORE SIDE OF METAL STUD FARMING TO DECK ABOVE. FIRE SEAL ALL GAPS AND OPENINGS. 3 -5/5' x 20 GA. METAL STUD FRAMING a lb" O.G. 3-5/5" x 20 GA. METAL STUD BRACING ® 4'-0" O.G. STEEL TUBE COLUMN BEYOND. ANCHOR TO TUBE ABOVE. COORDINATE LOCATIONS WITH GRILLE VENDOR. OFFSET SUPPORT AS REQUIRED TO O BTAIN SUFFICIENT SUPPORT. G RILLE PLATE. MOUNT PER MANUFACTURER'S SPEC. ANCHOR TO GRILLE COLUMNS. EXISTING STRUCTURAL COLUMN EXISTING STEEL TUBE BEAM MOTOR PLATE. LOCATE PER MANUFACTURERS SPEC. G.G. COORDINATE LOCATION 50 AS NOT TO INTERFER WITH ADJACENT MOTORS. 1/4" VENEER MAHOGANY 5EE F -I FOR DETAILS. 1' -2" I' -5" 1 • • GRANITE FLUSH W/ LEASELINE EXISTING MALL CEILING. TENANTS FRAMING AND FINISH MUST BE INDEPENDENT OF LANDLORD'S MALL FRAMING AND FINISH. IT MUST ATTACH TO THE STRUCTURE ABOVE AND BE BRACED INDEPENDANTL Y FROM MALL FRAMING AND F!N!SH SIGN CONTRACTOR TO SUPPLY ENTIRE FRONT SECTION OF SIGN G.G. TO BUILD SECTION BEHIND AND BENEATH OVERHEAD GRILLE GC TO INSTALL ALL REQUIRED FIRE STOPS PER LOCAL CODE AND MALL SPECIFIC -IONS. EXISTING MALL BULKHEAD AND FRAMING. 3/8 "x3 /8" BLACK ANODIZED METAL CHANNEL REVEAL ALL ALONG THE TOP OF STOREFRONT ONLY. STOREFRONT SUPPORT FRAMING. (2) 6" x 20 G.A. METAL STUDS. SEE DETAILS ON A6. 24" x 45" x 5/16" 'OUARRYGAST' PANELS OVER 5/5" GYP. BD (62G-I). SIGNAGE, SEE SD -2. LEASE LINE 6" x 15 GA METAL STUD FRAMING AT 16" o.c. "CHEMETAL *104 BRUSHED LIGHT BRASS ALUMINUM LAMINATE OVER 1/2" PLYWOOD 5 -5/5" 15 GA. METAL STUD BRACE @ 2' -5" O.G. 1 SECTION @ GRILLE 1" ! 1' -O" 0 cv n 0 t F3- N 4- IL 0 Cra m n 0 a- Q M t O . bD3 -Da 7 • ;I u` RECEIVED CITY OF TUKWILA JAN - 9 2003 PERMIT CENTER C4 tevT :E9 -1 2•43 RS 13e14011 ate COrxtUJCtatln dOCOINOM as 01310ar eats er Were we One" MI confides. tone rawer tar property of rerscreen Architects. Tee use W tees traps awe these contractor eoce.wtt3 for purposes other own the specific protect nasrep saner .s streeesy poaibeet wucet •.pests settee coaster of Herstlrart ate Issue DATE BID/PERMIT • • • • • • • • Drawn By: Project No.: 1510 I/ VA HERSCHMAN ARCHITECTS INCORP0kA I L!J 5K 2 3 6 2 5 COMMERCE PARK CLEVELAND, OHIO 4 4 1 2 2 PHONE 216- 464 -4144 FAX 216 - 464 -6592 E -MAIL: mailbox' herschmanarchitects com A7 in 5 " NOTE: REFER TO FLOOR PLAN FOR DOOR SWING DIRECTION. REFER TO SPECIFICATIONS FOR HARDWARE. REINFORCE FRAMES AS REQUIRED FOR HARDWARE. HOLLOW METAL FRAME PAINTED NOTE: REFER TO FLOOR PLAN FOR DOOR SWING DIRECTION. REFER TO SPECIFICATIONS FOR HARDWARE. REINFORCE FRAMES AS REQUIRED FOR HARDWARE. 5/8" GYP. BD. EA. SIDE 3 -5/8" METAL STUDS - TYP. 2" x 4" BLOCKING HOLLOW METAL FRAME PAINTED 13/4" DOOR. SEE DOOR SCHEDULE HEAD @ 11 TOILET ROOM DOOR 3" = I' -O" JAMB @ 10 TOILET ROOM DOOR 3" • l'-0" LOCK SET 1 3/4" DOOR. SEE DOOR SCHEDULE INSTALL STEEL STUD JAMB r~ ANCHORS - 3 PER SIDE AT HINGE AND STRIKE LEVELS - I - O 'TYPICAL oC V 5/8" GYP. BD. EA. SIDE 3 -5/8" METAL STUDS - TYP 2" x 4" BLOCKING 3/4" x 2 1/2" CASING 1/4" SHIM 2" x 4" BLOCK 8 5/8" MTL. STUD 9 /2" 3" = I' -O" 6 1/4" 3 5/8" MTL. STUDS 5/8" GYP. BD. 5/5" GYP. BD. BOTTOM OF CEILING ® 9'- O "A.F.F. 3/4" THK VENEERED PANEL FINISH 3/4" THK VENEERED PANEL FINISH I" x 3" WOOD CASING DOOR CASING 2" x 4" 3/4" SHIM JAMB HEAD @ WORK DOOR CASING FINISH IvMI IvMI 13/4" THK. WOOD DOOR IVMI 3/4" THK PANEL A.F.F. ICI Ivi WOOD DOOR BY FIXTURE CONT. SWING VARIES - SEE PLAN. 5/4" JAMB _ R.O. = DOOR 1/4" WIDTH + 2" — 7 JAMB @ 8 I WORKROOM DOOR 3 " et I' —O" IvMj 5/8" GYP. P BOTTOM OF CEILING Q'- O "A.F.F. 3/4" BLOCKING WITH Z CLIPS TYP. OF (3) 3 5/8" MTL. STUDS W/ 5/8" GYP. BD. EACH SIDE 5/8" GYP BD. EA. SIDE 3-5/8" METAL STUDS - TYP. 3/4" BLOCKING WITH Z CLIPS 3 3/4" THK VENEERED PANEL FINISH IVM I" • I -O" 6 1/2" DETAIL @ 7 I Z —CLIP 3" = I -O" 4 SECTION @ WOOD PANEL WALL m s 4I ' iliK 1 _.,.,....__, Iiii 5 5 /8' MTL. STUD 2- x 4' BLOCK — ��� -ter - I /4' SHIM 3/4" JAMB DETAIL @ 6 WINDOW JAMB 3 " = I -O HEAD 9 518` MTL S1UD WS' 67P e . 3/4' THK VENEERED PANEL FINISH [VM1 5/4' me( VENEERED PANEL FINISH FIRE STOP TOPS OF ALL WALLS 3 5/8" MTL. STUDS W/ 5/8" GYP. BD. EACH SIDE 5/8" GYP. BD. BOTTOM OF CEILING SECTION @ 2 WORKROOM DOOR 1" • 1' -O" IvmI DOOR, DOOR JAMB, CASINGS et STOP SUPPLIED BY FIXTURE CONTRACTOR li \l DETAIL @ 5 WINDOW HEAD 3" = I' -0" 4 DETAIL @ WINDOW SILL 3" = I' -O" '�.-- 5/4' THK VENEERED VM 3 5/8" MTL- STUDS 5/8` GYP. BD. PANEL FINISH 3/4' THK VENEgED PANEL FINISH 3 5/8" MTL STUD 2' Y 4` BLOCK - 1/4" SHIM 3/4" JAMB RECESS 1/4" INTO HEAD SLIDING GLASS WINDOWS d TRACK, DARK TINT SLIDING GLASS WINDOW, DARK TINT DOOR TRACK 3/4" WOOD SILL I I/2" DIA. BULLNOSE 1/4" SHIM 2" x 4" BLOCK 3/4" THK VENEERED PANEL FINISH 3/4" THK VENEERED - PANEL FINISH 3 5/8" MTL. STUD W/ 5/8" GYP. BD. EACH SIDE IvMI IVMI 5/8" GYP. BD. BOTTOM OF CEILING 3 5/8" MTL. STUDS W/ 5/5" GYP. BD. EACH SIDE 3/4" THK. PANEL FRAME TO FUR OUT 3/4" PANEL SLIDING WINDOW UNIT BY G.G. O t 1 SECTION @ WINDOW I " 1' —O" at I t RECEIVED CITY OF TUKWILA JAN - 9 2003 PERMIT CENTER 0e441e and conatreetioe documents to ststrustents of sernce YI peer is con'dseoe a - tam me property of Namara. Arceiteets Tex -.se et ass eege sad t+ese cantr„cnew d ocuments ter pep s•s erroae tr>_" the spectre prefect ware: rrer es surety wobbled vatsoet eapr•snee te r.•!_ .- ie! _ We•s ---:- Cate !Issue 2 -23 -02 BID/PERMIT • • • • • • • Drawn By: SIC Project No 1810 03 Q Q Z -J El- J V Z W Wa W ' eR W 1 0 1- O co w V) cow 1II IU HERSCHMAN ARCHITECTS I N C O R P O R A T E D 2 3 6 2 5 COMMERCE PARK CLEVELAND, OHIO 4 4 1 2 2 PHONE 216- 464 -4144 FAX 216- 464 -6592 E MAIL, mailboxrl her schmanarchitects.corn A8 IP a I ' (" x 2" NOM. WOOD TRIM (Y RECESSED SIGN #I SEE SHEET SDI. I" x 2" NOM. WOOD TRIM IvM 1/4" CLEAR LAMINATED GLASS WOOD VM BULLNO 4' 4` 5' 3 5/8" GUSSET PROVIDE VENT 1/4" CLEAR LAMINATED GLASS SEE ELEVATIONS SHT. A4 FOR FINISHES. FIXED I" BLACK ANODIZED ALUMINUM FRAME SECTION @ 16 DISPLAY WINDOW I" = l'-O" 13/4 4` FlN!51f' OPENINS 2'-0° 4' -O" 1' -1" SECTION @ 14 DISPLAY WINDOW I " 1 -0" 3 5/5" METAL STUDS CAN LIGHTS W/ J -BOX 4 2'' MAN. ELECT WHIP /2" REMOVABLE PANEL BEHIND DOOR —I "x3" HORS'. BRACE, SIDE TO SIDE WOOD LAMINATED DOOR (THIS SIDE) [VM 1/2" WOOD VENEER DISPLAY CASE "BOX ". FINI EXPOSED FACES 1/2" SHIM SPACE SEE ELEVATIONS SHT. A4 FOR FINISHES. L NATED DOOR E ELEVATIONS SHT. A4 FOR FINIS+ r5. — HART 4 COOLEY VENT 92 +JW - SUPPLY 94 A - RETURN CAN LIGHT IN/ J -BOX RECESSED SIGN BOX TYPE . RECESSED 1/4" FABRIC - WRAPPED PAD. ALL FABRIC SHQALL BE BY FIFIELD INC., PATTERN - VIENNA, COLOR - WHITE. RECESSED SIG' BOX TYPE I. 1" x 2'OD TRIM VMJ FIXED I" BLACK ANODIZED ALUMINUM ME 1/4" CLEAR LAMINATED GLASS 2" WOOD BULLNOSE CI an cn O 0 tr IVM 12 11 I/4'1 3/4' I /4' — --1 1 L 13 1 V4' DETAIL @ WOOD LATTICE FULL SCALE SECTION @ DEMISING WALL 5/4" = 1' -O" SUSPENDED CLS. GRID. SEE PLAN FOR TYPE d HEIGHT WALL PAINTED AS -� SCHEDULED 3/4 THK. WOOD PANEL 3/4" = 1' -0" i2• s 4' MOOD Tft m. ABOVE - VM WC-2 SEAM !gyp 11000 ,LATTICE 36 0.0 - TYP. DECK ABOVE SECTION @ INTERIOR WALL DETAIL @ 10 I WOOD CORNER 3 "- I -O 5/8" TYPE 'X' RATED GYP. TYPICAL TENANT SIDE ONLY CONTINUOUS FINISH FLOOR TO DECK ABOVE SUSPENDED GLG. GRID. SEE PLAN FOR TYPE 4 HEIGHT 20 GA. METAL STUDS ® 24" O.G. DEMISING WALL PER U.L LISTING U-465 CONTINUOUS 22 GA. STEEL RUNNER RAMSET TO EXISTING CONCRETE SLAB @ 24" O.G. (IGBO X1639) 3 5/8 "x16 GA. STUDS 0 4'- O "o.c. STAGGERED TO ALTERNATE SIDES OF HALL (ry MIN. 0.439 IN.) 3 5/8" x 2OGA. STEEL STUDS ® 2'- 0"o.c. 5/8" TYPE 'X' RATED GYP. ED. EA. 51DE OF STEEL STUDS CONTINUOUS 22 GA. STEEL RUNNER RAMSET TO EXISTING CONCRETE SLAB to 24" O.G. (ICBO *1639) BLOCKING AS REQUIRED 1/2" WOOD REVEAL (TYP.) 5/4" VENEER PLYWOOD PANELS, FLUSH !v 6 I/2' /41- 8 6 " =I' -O" LIPS WALL MtOUt.D016 ABOVE VM LATTICE WALL 1rt�� HARDWOOD MAHOGANY CORNER STOP. FUR TO 6 3/4" A.F.F. LEAVE 5/4" REVEAL TO GYP. BD. CEILING AT TOP DETAIL @ COLUMN 9 OUTSIDE CORNER 3" = 1' -O" BASE DETAIL WALL COVERING HARDWOOD MAHOGANY CORNER STOP. FUR TO 6 3/4" A.F.F. LEAVE 5/4" REVEAL TO GYP. BD. CEILING AT TOP 2" I I/4' 3/4' I V4' LATTICE WALL TRIM 11/2" WOOD BULLNOSE (TYP.) BASE j,1 /4' /4' ! VM I OVER 5/8' GYP. BD. OVER METAL FRAMING. 1;� I — 3/4' x 5" SOLID WOOD MAHAGONY TRIM. 2 I /2" DIA. SOLID WOOD BULLNOSE iVh: INSTALL OVER N� 3/4" x 3" WOOD TRIM. NOTE: WOOD BASE CAP. START INSTALLATION OF CAP 6" ABOVE HIGHEST POINT OF FLOOR CAP ALLOWS BASE TO DROP TO FLOOR 3/4" MAX. 3/4" x 5 I/4" HOOD 11/2" x 5/5" MAHOGANY BASE TRIM. 6 DETAIL @ WOOD CROWN 3 ,r = 1' -0 DETAIL @ INSIDE CORNER 3" = I' -0" 5 4 1/2" HOOD REVEAL (TYP.) NOTE: REVEAL TO BE PLACED ON SIDE OF CORNER HIDDEN FROM MAIN VIEW DETAIL @ OUTSIDE CORNER 3 " = 1' -0" BASE BASE DETAIL 6" = 1' -0" 3/4" WOOD PANEL B /4" x 5 1/4" WOOD IVM PANELS, FLUSH lvml 5/4" THK. HOOD PANEL 5/4" VENEER PLYWOOD PANELS, FLUSH I/2" WOOD REVEAL (TYP.) 5/4" THK. WOOD PANEL 5/4" VENEER PLYWOOD lV 1 11/2" x 5/8" MAHOGANY BASE TRIM. NOTE: WOOD BASE CAP. START INSTALLATION OF CAP 6" ABOVE HIGHEST POINT OF FLOOR CAP ALLOWS BASE TO DROP TO FLOOR 3/4" MAX. 3 5/8° METAL STUD W/ 5/8' GYP. SD. E.A SIDE 3 ,r ) FLOOR v DETAIL 2 SIGN TYPE #3 3" = I -0" m HOOD TRIM (BOX BEYOND) WOOD TRIM EI (BEYOND FINISH) WALL COVERING IL -41 !SIGN TYPE *3. SEE C /SD -I. SURFACE MOUNTED LIGHT WOOD LATTICE IVM! BEYOND WALL COVERING [IxZ 11/2" HALF -ROUND TRIM BASE AND TRIM SCRIBE TO CONTINUOUS WALL TO UNDERSIDE OF DECK ABOVE GYP. BD. SOFFIT (KEEP LEVEL) P-I SQUARE RECESSED IN WOOD BOX. HOOD LATTICE (VMI BEYOND, EXTEND TO I I/2" HALF ROUND BELOW. TAKE UP EXISTING FLOOR LEVEL CHANGES @ BASEBOARD 1/5" CLEAR LEXAN DIFFUSER PANEL - TOP AND BOTTOM. RECE0 CD 3/4 ", MOUNT TO LIP (I/2" X I/2" ANGLE) IN/ D/B TAPE. .063 ALUM. FACE FINISHED BLACK POLYURETHANE MOUNTS TO .063 ALUM. BACK W/ 4 SET SCREWS - 2 EA. SIDE. PUSH THRU LETTER MADE FROM 1/2" THIGH CLEAR ACRYLIC BACKED W/ 1/4" WHITE ACRYLIC PLEXI. 2 EA. PL 13 FLUORESCENT FIXTURES, I BLH 13 -I -6, .3 AMPS EA. 12OV, 60 HZ. ATTACH TO MOUNTING BRACKET. .063 ALUM. MOUNTING BRACKET W/ 4 SET SCREWS - 2 EA. SIDE. r CITYOF NOT!• FILLER TO PREVENT LIGHT LEAKS AT RIGHT AND LEFT SIDES OF SIGN TYPE *5 MUST BE USED. LIGHT LEAKS AT SIDES ARE NOT ACCEPTABLE CM' OF TlIKWIU FEB - ? 2003 Ids NJ;LU 2 1/2" HALF -ROUND TRIM -o ' fit... 11NC -21 NMI t in JAN - 9 2003 PERMIT CENTER SECTION @ 1 DEMISING WALL I" I' -O ti s3 t. sa i Deuce and construct O! eocsatents as mstnnaents of swwee ate prose • cOn eleeee are fame oroper:y of Harsctrsan Arcotects The rte Of lie delve art taese eattserxsan dOCYmanta Ice faeces s Off.. MOO lire sp c t.c ptonect named Rerert serctear leoroneet .taort esptessad enaten consent of Hersciraan gate !Issue 2 -23 -02 I BID/PERM'T Drawn By: • • • • • • • • Project No.: - f810 03 i7 CC <0 1 4 u Z W W < Z = 3 r W W = 0I- Oc) 0cov) I/ SK HERSCHMAN ARCHITECTS I N C O R P O R A T E D 2 3 6 2 5 COMMERCE PARK CLEVELAND, OHIO 4 4 1 2 2 PHONE 216 - 464 -4144 FAX 216- 464 6592 E -MAIL. mailboxliI herschmanarchitects corn A9 Mf // / / , / ...- / i a I ' (" x 2" NOM. WOOD TRIM (Y RECESSED SIGN #I SEE SHEET SDI. I" x 2" NOM. WOOD TRIM IvM 1/4" CLEAR LAMINATED GLASS WOOD VM BULLNO 4' 4` 5' 3 5/8" GUSSET PROVIDE VENT 1/4" CLEAR LAMINATED GLASS SEE ELEVATIONS SHT. A4 FOR FINISHES. FIXED I" BLACK ANODIZED ALUMINUM FRAME SECTION @ 16 DISPLAY WINDOW I" = l'-O" 13/4 4` FlN!51f' OPENINS 2'-0° 4' -O" 1' -1" SECTION @ 14 DISPLAY WINDOW I " 1 -0" 3 5/5" METAL STUDS CAN LIGHTS W/ J -BOX 4 2'' MAN. ELECT WHIP /2" REMOVABLE PANEL BEHIND DOOR —I "x3" HORS'. BRACE, SIDE TO SIDE WOOD LAMINATED DOOR (THIS SIDE) [VM 1/2" WOOD VENEER DISPLAY CASE "BOX ". FINI EXPOSED FACES 1/2" SHIM SPACE SEE ELEVATIONS SHT. A4 FOR FINISHES. L NATED DOOR E ELEVATIONS SHT. A4 FOR FINIS+ r5. — HART 4 COOLEY VENT 92 +JW - SUPPLY 94 A - RETURN CAN LIGHT IN/ J -BOX RECESSED SIGN BOX TYPE . RECESSED 1/4" FABRIC - WRAPPED PAD. ALL FABRIC SHQALL BE BY FIFIELD INC., PATTERN - VIENNA, COLOR - WHITE. RECESSED SIG' BOX TYPE I. 1" x 2'OD TRIM VMJ FIXED I" BLACK ANODIZED ALUMINUM ME 1/4" CLEAR LAMINATED GLASS 2" WOOD BULLNOSE CI an cn O 0 tr IVM 12 11 I/4'1 3/4' I /4' — --1 1 L 13 1 V4' DETAIL @ WOOD LATTICE FULL SCALE SECTION @ DEMISING WALL 5/4" = 1' -O" SUSPENDED CLS. GRID. SEE PLAN FOR TYPE d HEIGHT WALL PAINTED AS -� SCHEDULED 3/4 THK. WOOD PANEL 3/4" = 1' -0" i2• s 4' MOOD Tft m. ABOVE - VM WC-2 SEAM !gyp 11000 ,LATTICE 36 0.0 - TYP. DECK ABOVE SECTION @ INTERIOR WALL DETAIL @ 10 I WOOD CORNER 3 "- I -O 5/8" TYPE 'X' RATED GYP. TYPICAL TENANT SIDE ONLY CONTINUOUS FINISH FLOOR TO DECK ABOVE SUSPENDED GLG. GRID. SEE PLAN FOR TYPE 4 HEIGHT 20 GA. METAL STUDS ® 24" O.G. DEMISING WALL PER U.L LISTING U-465 CONTINUOUS 22 GA. STEEL RUNNER RAMSET TO EXISTING CONCRETE SLAB @ 24" O.G. (IGBO X1639) 3 5/8 "x16 GA. STUDS 0 4'- O "o.c. STAGGERED TO ALTERNATE SIDES OF HALL (ry MIN. 0.439 IN.) 3 5/8" x 2OGA. STEEL STUDS ® 2'- 0"o.c. 5/8" TYPE 'X' RATED GYP. ED. EA. 51DE OF STEEL STUDS CONTINUOUS 22 GA. STEEL RUNNER RAMSET TO EXISTING CONCRETE SLAB to 24" O.G. (ICBO *1639) BLOCKING AS REQUIRED 1/2" WOOD REVEAL (TYP.) 5/4" VENEER PLYWOOD PANELS, FLUSH !v 6 I/2' /41- 8 6 " =I' -O" LIPS WALL MtOUt.D016 ABOVE VM LATTICE WALL 1rt�� HARDWOOD MAHOGANY CORNER STOP. FUR TO 6 3/4" A.F.F. LEAVE 5/4" REVEAL TO GYP. BD. CEILING AT TOP DETAIL @ COLUMN 9 OUTSIDE CORNER 3" = 1' -O" BASE DETAIL WALL COVERING HARDWOOD MAHOGANY CORNER STOP. FUR TO 6 3/4" A.F.F. LEAVE 5/4" REVEAL TO GYP. BD. CEILING AT TOP 2" I I/4' 3/4' I V4' LATTICE WALL TRIM 11/2" WOOD BULLNOSE (TYP.) BASE j,1 /4' /4' ! VM I OVER 5/8' GYP. BD. OVER METAL FRAMING. 1;� I — 3/4' x 5" SOLID WOOD MAHAGONY TRIM. 2 I /2" DIA. SOLID WOOD BULLNOSE iVh: INSTALL OVER N� 3/4" x 3" WOOD TRIM. NOTE: WOOD BASE CAP. START INSTALLATION OF CAP 6" ABOVE HIGHEST POINT OF FLOOR CAP ALLOWS BASE TO DROP TO FLOOR 3/4" MAX. 3/4" x 5 I/4" HOOD 11/2" x 5/5" MAHOGANY BASE TRIM. 6 DETAIL @ WOOD CROWN 3 ,r = 1' -0 DETAIL @ INSIDE CORNER 3" = I' -0" 5 4 1/2" HOOD REVEAL (TYP.) NOTE: REVEAL TO BE PLACED ON SIDE OF CORNER HIDDEN FROM MAIN VIEW DETAIL @ OUTSIDE CORNER 3 " = 1' -0" BASE BASE DETAIL 6" = 1' -0" 3/4" WOOD PANEL B /4" x 5 1/4" WOOD IVM PANELS, FLUSH lvml 5/4" THK. HOOD PANEL 5/4" VENEER PLYWOOD PANELS, FLUSH I/2" WOOD REVEAL (TYP.) 5/4" THK. WOOD PANEL 5/4" VENEER PLYWOOD lV 1 11/2" x 5/8" MAHOGANY BASE TRIM. NOTE: WOOD BASE CAP. START INSTALLATION OF CAP 6" ABOVE HIGHEST POINT OF FLOOR CAP ALLOWS BASE TO DROP TO FLOOR 3/4" MAX. 3 5/8° METAL STUD W/ 5/8' GYP. SD. E.A SIDE 3 ,r ) FLOOR v DETAIL 2 SIGN TYPE #3 3" = I -0" m HOOD TRIM (BOX BEYOND) WOOD TRIM EI (BEYOND FINISH) WALL COVERING IL -41 !SIGN TYPE *3. SEE C /SD -I. SURFACE MOUNTED LIGHT WOOD LATTICE IVM! BEYOND WALL COVERING [IxZ 11/2" HALF -ROUND TRIM BASE AND TRIM SCRIBE TO CONTINUOUS WALL TO UNDERSIDE OF DECK ABOVE GYP. BD. SOFFIT (KEEP LEVEL) P-I SQUARE RECESSED IN WOOD BOX. HOOD LATTICE (VMI BEYOND, EXTEND TO I I/2" HALF ROUND BELOW. TAKE UP EXISTING FLOOR LEVEL CHANGES @ BASEBOARD 1/5" CLEAR LEXAN DIFFUSER PANEL - TOP AND BOTTOM. RECE0 CD 3/4 ", MOUNT TO LIP (I/2" X I/2" ANGLE) IN/ D/B TAPE. .063 ALUM. FACE FINISHED BLACK POLYURETHANE MOUNTS TO .063 ALUM. BACK W/ 4 SET SCREWS - 2 EA. SIDE. PUSH THRU LETTER MADE FROM 1/2" THIGH CLEAR ACRYLIC BACKED W/ 1/4" WHITE ACRYLIC PLEXI. 2 EA. PL 13 FLUORESCENT FIXTURES, I BLH 13 -I -6, .3 AMPS EA. 12OV, 60 HZ. ATTACH TO MOUNTING BRACKET. .063 ALUM. MOUNTING BRACKET W/ 4 SET SCREWS - 2 EA. SIDE. r CITYOF NOT!• FILLER TO PREVENT LIGHT LEAKS AT RIGHT AND LEFT SIDES OF SIGN TYPE *5 MUST BE USED. LIGHT LEAKS AT SIDES ARE NOT ACCEPTABLE CM' OF TlIKWIU FEB - ? 2003 Ids NJ;LU 2 1/2" HALF -ROUND TRIM -o ' fit... 11NC -21 NMI t in JAN - 9 2003 PERMIT CENTER SECTION @ 1 DEMISING WALL I" I' -O ti s3 t. sa i Deuce and construct O! eocsatents as mstnnaents of swwee ate prose • cOn eleeee are fame oroper:y of Harsctrsan Arcotects The rte Of lie delve art taese eattserxsan dOCYmanta Ice faeces s Off.. MOO lire sp c t.c ptonect named Rerert serctear leoroneet .taort esptessad enaten consent of Hersciraan gate !Issue 2 -23 -02 I BID/PERM'T Drawn By: • • • • • • • • Project No.: - f810 03 i7 CC <0 1 4 u Z W W < Z = 3 r W W = 0I- Oc) 0cov) I/ SK HERSCHMAN ARCHITECTS I N C O R P O R A T E D 2 3 6 2 5 COMMERCE PARK CLEVELAND, OHIO 4 4 1 2 2 PHONE 216 - 464 -4144 FAX 216- 464 6592 E -MAIL. mailboxliI herschmanarchitects corn A9 Mf =1C -V' ON* ( (3\T - - a- e itaiINICALAILIM PRACTICE FOR A6TAL.A lJN OF NV*. Get..* 6 SIEPBOOR 91r5TD45 FOR ACOUSTIC TILE MD LAY -M PAIEG 66!& . AGOS-SCA MLR* SYSTEMS) st ACGOIRLANi E W3 KAMIFACT'JRERS REL.'1•f DA AJC ASTit G 636 TO FIRCCA.GG FINS.M CEILP45 TR,E 'C ale NV LEE. AND FR°_° AARoE" 501..M OR DAMIASe, 5R^ lit J►Y-*I PANELS 16TAL GEItA6 SY5T A A MOVER CAPABLE OF SIPPOIRTA6 ALL SLPE OF,;ED LCIPOS . WON MA@l41Nt P"3tNrt55H°E DEFLECTION OF U960 OF SPAN AN© KILK. RI SURFACE 7EVIATLON OF I : NCH IN t0 FMT CtAbO; te6TA_ AF"'92 MA-OR ABOVE -CE LM& YORK. 5 COOP cTE COCRIOINATE 'tf LOCAT,OI OF .A.N6ERS wrTTrt on.5R /NOG.. 96tH T -E LAYOUT Cr .N6EXt5 ANC CARRY1t6 C. 4' 5 ANA _?GATED TO AGG2440DATE FTIT665 APO LINFTS OF Ed3 ENT MC* ARE TO 9E PLACED AFTER .€ N6TA4JLATiCN OF C kses 6R C .i`•5TE)t5) /rE+S PICTS OR DINER EC)'FIJ 7 PR 71E R i..AR SPAC'NL6 OF HAN6FJZP. REAFORGE HE PEAfES oar NAk6Ef25 A!O RE_AT�E CARRYNG CHANNE-5 AS REQLiiLD SPAN A\ THE OSTA CE -AN6 I Y OF WALLS. CO -.MNb. 7�G � P'Ic5. 4.0 GO'.ND W+ CARRY'\6 !@ j ATE SF :LED, AVOID VISIBLE D OF THE LOi6TANNAL. Ax5 OR FACE P_APE OF ADJ ,DID MEREERS- DC sc." StEPOR- S XTUR S FROM OR ON MAIM RA's OR CRCS R.INNER5 P /E,GetT OF Tie FLXT'„FZ CALGES T-F TOTAL DEAD LOAD TO DF-D TrE DES- F'T'Cti CAPA° N SUCO GASES. SUPPORT F •XTIM LOADS BY SiPPLETLN'AR" HAN6'3S Lr A" KINK b EA.Se COR1IM OR SUPPORT s FIX1J25 IN DE " INSTAL- EDGE MOLD N6S AT NTERMCTtG": OF GE.HK :.1: .L- SLRFAG LEiN6 MA W LENGTHS, STRACr: , THE 'G L. AC LEVEL v "ER GOR"N.FRS oR O✓.DE EDGE MOLD NGS AT ANCTION5 NTH OTHER LE LYNNE RN19E5. AHERE CONCRETE Gc GORL .S GGGJR PRC'/ DE PREFORMED a.05ER 0 N. AT:^ °J'3 AGO.Si C _AY -•N PANES A PLACE, FR.'S FRO CA"A5F7 OR OTHER DEFECTS DETWHVNTAL TC APFEARA .E AND FLNOTIONL FT - BORER 1` 'EA =Y ASA:`ST ABL - N6 SJrr.A fS 'MSTA.L PANELS iN ANY UNBROK=EN AREA GE•L NIG FR^l Trs SANE PRODUCT LOT AS 1106A1=. BY LOT N .R ON EACH f.ART *6rA_L LAY -IN P»E S LEVEL IN LKFORM P',ANE MST, KARF. AND DaCiS_ )LL 0.N6 - NATIONAL STA\OT AR*i 5S- .D,!=,CATiON& FOR C,ERAMtC TILE AV INSTALLATION - TCA 1311 Ale MANUFACT,ALFRS N6TA O N -.;ON4 \7ATION Tl: E SHA ERE GiJIL:TY GER':F:ED BY THE. TF E CCIALL [7F A Sc A EQUAL TO OR EXCEEDING THE RECO 5TAN2AV SPECIFICATIONS FOR C. RAMC TI_ AYE' 37 GO_CXc'O 5E FROM A SINGLE RN > !VER r,S TO TFE SITE IN ):0°FJNE CONTAINERS KM EACH GON T A :NER MAR A& TI-= - GA CERTIFICATION MARK_ AA__ AND FLOOR " SHALL EE AS ST:' ,FED 'N THE = NS. SO-F JS COLORS AND PATTERNS ALL EE SF -..EG i$D BY THE AR„i ' ; ECT 9i0m THE MANFACTI RS Fuw RAKSE LIEESS SFE.D iF!ED feRE N. WA'ERPROONG F REO 'R .' SHA : BE HYDRONE'NT ULTRA -SE': ✓iATER°ROOFIN6 MEMBRANE SHALL BE A ONE PAR ELASTORSRIC AND SEAMLESS NE`!EBRANGE OE AT LEAST 3C MILS OR :?2`. PROVIDING A POSITIVE BARRIER TO MOiSUTRE,'tATER M!!6- ftATON CR PENETRATORS. WATERFROCING N'EMBRAL SA4t NAT &i" 0.636 -84, ANL .A!36.' -1985 CT1-i36_ - a85 AND G7)- 642 -2. SETTING SYSTEM BAH... ?E mYDROMC \T T:-E MATE NO. 91, Trt!N SET MORTAR. ;UFX HYDROIT MULTI-PURPOSE ACRYLIC ADDITIVE OR • X- A- LASTIC Ai-EN APPLYING OVER WATERPROOFING ?CRANE. GFOr SHALL BE H''DRomENT GERAMIG TLE GROUT AND SHALL EFT CID- G -62! -82 AV ANS, A 1186 A BLENDED MIXTURE OF PORTLAND CEMENT, COLORFAST Pis Hi6i4 STRENGTH A6GREGATFC AND O T HER SELECTED ! GRED TS TO INSURE PROPER C RRIP . COLOR SHALL BE AS INDIGO E ON THE F •N!SH SG E JUtS. PROVDE . ^ME \T N! _T� Q,POSE MORTAR ADMIXTURE NO. 4?✓. INSTALL TILE OR STONE FLOOR IN ACCORDANCE WITH .ANS: A 085 AND TCA METHOD F 113 INSTAL ,\ALL TILE AND BASE IN ACCORDANCE NTH .ANSI A 1085 ANC TGA METHOD W 202 AT MASONRY WALLS AND A 244 AT TIE 13AGK.E2 BOARD OVER METAL STUDS. Cr: AND =1T TILE OR STONE TIC-HT TO PROTRUS'ON5 A\ VERTICAL OR P'c- BNDio.ILAR NTERRLIPP.ONS. FORM CORNERS AND 3/I6 NEATLY. WORK TILE OR STONE „ICU!NT5 UNIFORM IN WIDTH, 5U13.ECT `O VARIANCE iN TC . ANGE ALLOWED IN TILE SIZE. JOINTS SHALL BE WATERTIGHT, WITHOUT VOIDS, CRACKS, EXC MORTAR, OR GROJ . GRO✓'T JOINTS ON FLOOR STALL BE 1/4 INCH WIDE. 6ROJ' JOINTS ON WALLS SHALL BE ✓8 INCH AVE. POLISH EXPOSED ED6E5 OF TILE AT CORNERS OR 0,JCA.. MITRE SOUND TILE OR MARS AFTER SETTING. REPLACE HOLLOW SOUNDING ;NITS. ALLOW TILE OR MARBLE TO SET FOR A MINIMUM OF 43 HOURS PRIOR TO GROUTING. PRC 13 T TRAF='C FROM FLOOR FINISH AND ACTIVITIES NE CALL FINISH FOR 46 HOURS AFTER :NSTAi 'CATION. FED. SPEC. SS-T -3125 - TILE, FLOOR: ASPHALT, RUBBER, VINYL, VINYL COMPOSITION. FED. SPEC. 55 -11-40A - WALL SASE: RUBBER AND VINYL PLASTIC. VINYL COMPOSITION TILE: 12 INCH BY 12 INCH BY I/3 INCH THCK CONFORMING TO FED. SPEC. SS-T- 312(5), TYPE iV, COMPOSITION 1 BASE 4 INCH HIGH BY .125 INCH THICK RUBBER OR VINYL BASE CONFORMING TO FED. SPEC. SSW -40A, TYPE 1 OR !' WITH COVE BOTTOM EXCEPT IN-ERE USED IN CONJUNCTION WITH CARPET OR AS INDICATED. MANUFACTURER AND COLOR SHALL BE AS INDICATED IN THE FINISH SCHEDULE. EDGE STRIPS SHALL BE RUBS= - R OR VINYL, TAPERED .AND i INCH IN WIDTH. SUB -FLOOR F:L"LER SHALL BE WHITE PREMIX LATEX, MIX WITH WATER TO PRODUCE GEMENTlTIOUS PASTE. PRIMERS AND ADHESIVES SHALL BE WATERPROOF OF TYPES RECOMMENDED BY RESILIENT FLOORING- MANUFACTURER FOR SPECIFIC MATERIAL. ENSURE FLOOR SURFACES ARE SMOOTH AND FLOAT WITH MAXIMUM VARIATION OF I/8 INCH IN 10 1 (1/960) ENSURE GONGRETE FLOORS ARE DRY (MAXIMUM 1 PERCENT MOISTURE CONTENT) AND EXHIBIT NEGATIVE ALKALINITY, CARBONIZATION, OR DUSTING. ENSURE FLOOR SURFACES ARE SMOOTH AND FLOAT WITH MAXIMUM VARIATION OF I/3 INCH IN 10 rttl ( 1/960). ENSURE CONCRETE FLOORS ARE DRY (MAXIMUM 1 PERCENT MOISTURE CONTENT) AND EXHIBIT NEGATIVE ALKALINITY, GARSONIZATION, OR DUSTING. WATERPROOIN6 (IF REOU:RED) SHALL BE HYDROMENT ULTRA -SET. WATERPROOFING MEMBRANE SHALL EE A ONE PART ELASTOMERlC AND SEAMiLESS MEMEBRANGE OF AT LEAST 30 MILS OR 1/32'. PROVIDING A FOSITIVE BARRIER TO MOISUTREMIATER MIGRATION OR PENETRATIONS WATERFROOIN6 MEMBRANE SAHLL MEET ASTM 0836 -84, ANSI A136.1 "•1985, GTI- 136.1 -1985 AND DTI- 642 -2. MAINTAIN MINIMUM TOF. (210) AIR TEMPERATURE AT FLOORING INSTALLATION AREA FOR 3 DAYS PRIOR TO, DURING, AND FOR 2. HOURS AFTER INSTALLATION. STORE FLOORING MATERIALS IN AREA OF APPLICATION. ALLOW 3 DAYS FOR MATERIAL TO REACH EQUAL TEMPERATURE AS AREA. REMOVE SUB -FLOOR RIDGES AND BUMPS. FILL LOW SPOTS, CRACKS, JOINTS, HOLES, AND OTHER DEFECTS WITH SUB -FLOOR FILLER CLEAN FLOOR AND APPLY TROWEL AND FLOAT FILLER TO LEAVE SMOOTH, FLAT, HARD SURFAG%. PROHIBIT TRAFFIC UNTIL FILLER 15 CURED OPEN FLOOR TILE CARTONS, ENOUGH TO COVER EACH AREA, AND MIX 11LE TO ENSURE SHADE VARIATIONS DO NOT OCCUR WITHIN ANY ONE AREA CLEAN SUBSTRATE. SPREAD CEMENT EVENLY IN QUANTITY RECOMMENDED BY MANUFACTURER TO ENSURE ADHESION OVER ENTIRE AREA OF INSTALLATION. SPREAD ONLY ENOUGH ADHESIVE TO PERMIT INSTALLATION OT' FLOORING BEFORE INITIAL SET. SET FLOORING IN PLACE, PRESS WITH HEAVY ROLLER TO ENSURE FLLL ADHESION. PLACE TILE TO THAT FIELDS OR PATTERNS CENTER ON AREA. NO TILE SHALL BE LESS THAN ONE HALF IN SIZE. r,LL TILE SHALL BE LAID WITH VEINING RUNNING IN SANE DIRECTION. LAY TRUE, LEVEL, AND EVEN WITH TIGHT ALIGNED JOINTS. TERMINATE RESILIENT FLOORING AT CENTERLINE OF DOOR OPENING(5) WHERE ADJACENT FLOOR FINISH IS DISSIMILAR. INSTALL EDGE STRIPS AT UNPROTECTED OR EXPOSED EDGES WHERE FLOORING TERMINATES SCRIBE FLOORING TO WALLS, COLUMNS, CABINETS, FLOOR OUTLETS, AND OTHER APPURTENANCES TO PRODUCE T'6HT JOINTS. FIT JOINTS TIGHT AND VERTICAL. MAINTAIN MINIMUM MEASUREMENT OF 18 INCHES BETWEEN JOINTS MITER INTERNAL CORNERS USE PREMOLDED SECTIONS FOR EXTERNAL CORNERS AND EXPOSED ENDS INSTALL BASE ON SOLID BAGKIN6. ADHERE TIGHTLY TO WALL AND FLOOR SURFACES. SCRIBE AND FIT TO DOOR FRAMES AND OTHER OBSTRUCTIONS PROHIBIT TRAFFIC FROM FLOOR FINISH FOR 24 HOURS AFTER INSTALLATION. REMOVE EXCESS ADHESIVE FROM FLOOR, BASE, AND WALL SURFACES WITHOUT DAMAGING. GLEAN FLOOR AND BASE SURFACES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. • 11 A_At REFS 16TA3t .LET FxAr9JE SLEISTRATE5 FOR MOISTJE G NT?a_ T AND OW" GJiCrTi0 6 ".AMR "140/ CARPETING 6 TO OE $ETA_ MD NO fO! GOs'1RA:.'OTt OF GO\: - OP8 celltP"EN1ITAL "0 PRO F% D LET'ION Cr THE " OIRR DO NOT PI OCa3D Wt. UMW AC GOADDTO5.RANI" WEN CORA=L B7- RE.OVE E53� FLOORING MATERIALS MC INSTALL ;,,EVO,1•6 6RO1* A5 NE.aMTVD FOR PRO YSTA_:1010N OF GARPF IN6 i IATI A.5. `DEAR AAAY APO SCRAPE LIP C.D4ENTOJ5 DeP05+T5 FROM S IMAGES !O R - CEa'VE CAWETT46: VACLLN4 GLEAN ?i"lE.7.A'E_Y BEFOIZ N5TA__ATON C.EGK CONCIMT! `JR. TO Be5LRE AO 71J5T146' T11t0.644 INSTALLED CARPET; APR`' SEALJEHR mats= - o PILFvMT ✓JS PA5 SEGLEI E .:ARPETA6 Mf "+4 OT-6R WOR< SO A5 TO !4) 4ZE POSSIBILITY Cr DAMAGE .Ac 501i1P6 OF CARPET 171.1+46 R=NANDER OF COONSTRCTON PEROD MKALLEInal FTIFER TO r_.;OGR PLANS FOR TOGA ^.ONE ' CARPET 5 .. CONTACT ARCHITECT BEF01 PROCEEirtl6 F SEN15 CANNOT BE LOCATE? AS D4REGTW. CO L WTF N*AALFAGTIATRE. : ?SNIT :'IONS AND NEGOMeDATIONS FOR SEAR! LOCATORS MD PTO OF CARPET MAINTAN I CXcM TY OF DIRE." ' ON Adz LAY OF P'.:_E AT D001. C T SEAMS it DOORS CALMS OT1$DS'SE IiGTF� ;. '.CIO NOT PLACE 5_AM5 N TRAFF4 DT E6 ON AT DOORY41Y5 EXTEAD CARPET IN:M t O°Di- 3G'T01 OBST /CTIONL APD JH7ER ce4DVAELE FLM6S AhTJ RJRNISH8463. ANT) :WO ALCOVES AID CLOSETS 0= EAGN SP PE C T -OUT'S r WRED A N D B. CUT E 6 5 PROPERLY *ETC NOT CONCEA =D BY PROTE. T'VE =DES GUARDS AV OVER.-APP: FLANG ' CARPET E G GUARD YFERE E 3E Cr CARPET IS EXPOSED OR MEETS RES.LIENT FLOORING ANCHOR GUARDS TO SUBSTRATE 5G!r GARDE" ON T :5 PRO-FLT 5 SUPPLIED NtTH C.OHNERCIAL TEXTILE RUBBER CARPET BAGK1 G. FOL.OA MANLFACT W-CONI.F...D ?ETA: LAN/ N 'NSTR;;G 'ON. FIT SECTORS OF CARPET INTO EACH SPACE PRIOR TO APPLICATOR 'JF ADHESIVE. TRIM ED6FS AND APLY A GcNT!NJOI1r 118' BEAD OF AOIES VE TC MGE OF SEJNM. GLEAN OFF EXCESSIVE APPLY A71ESIVE LI iiFORK " TO SUBSTRATE IN ACCORDANCE ?ttTei MANJF.ACTURER5 INSTTi.jCT N S WIT CARPET EPE TIGHTLY TOOGETER TO FORM SEA4S WITHOUT GAPS. ROLL ;LIGHTLY TO ELIMINATE AR POCKETS AND ENSURE ',NIFORN'! BOND. R E-'OVE ADHESIVE PROMPTLY FROM FACE 70 CARPET. RE CT/E D ^e 5, SOrtTN.S P,ECPS TO BE SAVED FROM SCRAPS TO BE DISPOSED OF VACLAIr CARPE USING COMMERCIAL MACHIiE WITH FACE- BEATER E.13-ENT. REMOVE SPOTS AND REPAGE CARPET MERE SPOTS CANNOT BE REMOVED A.DVGE GONTRA;TOR OF PROTECTION N'ETHODS AND MATERIALS NEED E2 TO ENSURE THAT CARPETING ALL BE WITHGVT DETERIORATION OR DAN :,r TINE OF SUBSTANTIAL COMPLETION. INTERIOR: MAINTAIN L'EMPERATUW IN BUILDING AT CONSTANT 65'F. OR ABOVE DURING DRYING OF °,ASTER AND MASONRY, AND PROVIDE A7EGL VENTILATION FOR ESCAPE MOISTURE FROM BU :.D ,N ORDER TO F EVENT N:1..7FJ'i, DAMAGE TO OTTER WORK AM IMPROPER DRYING OF PANT. ONCE PANTING HAS COMMENCED, PROVIDE CONSTANT TEMPERATURE OF 65'F. OR ABOVE. MAINTAIN SURFACE TEMPERATURES AT 5'F. ABOVE THE DEW POINT TEMPERATURE WHILE PREPARING THE SURFACE AND PAINTING, AND PREVENT VARAA`ON:S .\ TEMPERATURE WHICH MIGHT RESULT iN GOND_ENSAT:ON ON FRE PAINTED 5.)RFACE ADEOJATELY PROTECT OTHER SURFACES FROM PAINT AND DAMAGE. REPAIR DAMAGE AS A RESU T OF INADEQUATE OR ASIJITABLE PROTECTION. REMOVE ELECTRICAL P",ATE SURFACE HARDWARE, FITTINGS, AND FASTENINGS PRIOR TO PAINTING OPERATIONS. THEE ITEMS ARE TO BE CAREFULLY STORED, GLEANED, AND REPLACED ON COMPLETION OF WORRK IN EACH AREA. DD NOT GLEAN HARDWARE BY USING A SOLVENT THAT MAY REMOVE PERMANENT LACOJER FINISH. ACCEPTABLE MANEAGTUR_ER: MOORCRAFT TTHOROJ3HLY EXAMINE SURFACES SCHEDULED TO BE PAINTED PRIOR TO COMMENCEMENT OF WORK. REPORT IN i'tIRiTING TO ARCHITECT, ANY CONDITION THAT MAY POTENTIALLY AFFECT PROPER APPLICATION. DO NOT COMMENCE WORK UNTIL SIGH DET..GTS HAVE BEEN 'CORRECT CORRECT DEFECTS AND DEFICIENCIES IN SURFACES WHICH MAY ADVERSELY AFFECT WORK OF THIS SECTION. REMOVE MILDEW BY SCRUBBING WITH A SOLUTION OF TR- SODIUM PHOSPHATE AND BLEACH. RINSE WITH CLEAN WATER AND ALLOW SURFACE TO DRY COMPLETELY. REMOVE CONTAMINATION FROM GYPSUM WALLBOARD SURFACES AND PRIME TO 5i10W D IF ANY. PAINT AFTER DEFECTS HAVE BEEN REMEDIED. REMOVE SURFACE CONTAMINATION AND OILS FROM GALVANIZED SURFACES AND WASH WITH SOLVENT. APPLY GOAT OF ETCHING TYPE PRIMER. REMOVE DIRT, LOOSE MORTAR, SCALE, POWDER, AND OTF R FOREIGN M.AI itNC FROM CONCRETE AND CONCRETE BLOCK SURFACES WHICH ARE TO BE PAINTED OR TO RECEIVE A CLEAR SEAL. REMOVE OL AND GREASE WITH A SOLUTION OF TRH- SODIUM PHOSPHATE, RINSE WELL- AND ALLOW TO DRY THOROUGHLY. REMOVE GREASE RUST, SCALE, DIRT, AND DUST FROM STEEL AND IRON SURFACES. WHERE i eAVY COATINGS OF SCALE ARE EVIDENT, REMOVE BY WIRE BRUSHING. SANDBLASTING, OR ANY OTHER NECESSARY METHOD. ENSURE STEEL SURFACES ARE SATISFACTORY BEFORE PAINT FINISHING SAND AND SCRAPE SHOP PRIMED STEEL SURFACES TO REMOVE LOOSE PRIMER AND RUST. FEATHER OUT EDGES TO MAKE TOUCH-UP PATCHES INCONSPICUOUS. CLEAN SURFACES WITH SOLVENT. PRIME BARE STEEL SURFACES. PRIME STEEL INCLUDING SHOP PRIMED STEEL. WIPE OFF DUST AND GRIT FROM MISCELLANEOUS WOOD ITEMS AND MILL WORK PRIOR TO PRIMING. SPOT GOAT KNOTS, PITCH STREAKS, AND SAPPY SECTIONS WITH SEALER FILL NAIL HOLES AND CRACKS AFTER PRIMER HAS DRIED AND SAND BETWEEN GOATS. BACK PRIME INTERIOR WOODWORK. APPLY EACH GOAT AT PROPER CONSISTENCY. APPLY MINIMUM MIL. THICKNESSES OF EACH COAT OF PRIMER AND EACH COAT OF FINISH IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFIC RECOMMENDATIONS FOR THE TYPE OF PRIMER OR FINISH BEING APPLIED; THE SURFACE RECEIVING THE PRIMER OR FINISH AND TIE TYPE OF APPLICATION, WHETHER BRUSH, ROLLER, OR SPRAY. SAND LIGHTLY BETWEEN COATS TO ACHIEVE REQUIRED FINISH ALLOW EACH COAT OF FINISH TO DRY BEFORE ANOTHER COAT 15 APPLIED, UNLESS DIRECTED OTHERWISE BY MANUFACTURER. PRIME TOP AND BOTTOM OF WOOD DOORS WITH GLOSS VARNISH WHEN THEY ARE TO RECEIVE A STAIN OR CLEAR FINISH. REMOVE GRILLES, COVERS, AND ACCESS PANELS FOR MECHANICAL AND FLFrTRIGAL SYSTEMS FROM LOCATION AND SPRAY PAINT SEPARATELY IF PAINTING 15 REQUIRED. FINISH PAINT PRIMED EQUIPMENT TO GOLOR TO BE SELECTED BY THE ARCHITECT. PAINT INTERIOR SURFACE OF AIR DUCTS, CONVECTOR AND BASEEOARD HEATING CABINETS THAT ARE VISIBLE 'THROUGH GRILLES AND LOUVERS NIT- ONE COAT OF FLAT BLACK PAINT, TO LIMIT OF SITE LINE. PAINT DAMPERS EXPOSED IMMEDIATELY BEHIND LOUVERS, GRILLES, CONVECTOR, AND BASEBOARD CABINETS TO MATCH FACE PANELS. PAINT BOTH SIDES AND EDGES OF PLYWOOD BACKBOARDS FOR ELECTRICAL EQUIPMENT BEFORE INSTALLING BACKBOARDS AND MOUNTING EQUIPMENT ON THEM. AS WORK PROCEEDS AND UPON COMPLETION, PROMPTLY REMOVE PAINT WHERE SPILLED, SPLASHED, OR SPATTERED DURING TAE PROGRESSION OF WORK, KEEP PREMISES FREE FROM ANY UNNECESSARY ACCUMULATION OF TOOLS, EQUIPMENT, SURPLUS MATERIALS, AND DEBRIS. UPON COMPLETION OF WORK, LEAVE PREMISES NEAT AND GLEAN; TO THE SATISFACTION OF THE OWNER MASONRY (WALLS) LATEX SEMI -GLOSS 1ST COAT - MOORCRAFT LATEX BLOCK FILLER 2ND COAT - MOORCRAFT LATEX SEMI -GLOSS ENAMEL 3RD COAT - MOORCRAFT LATEX SEMI -GLOSS ENAMEL GYPSUM (WALLS, CEILINGS AND SOFFITS) EGGSHELL 1ST GOAT - MOORCRAFT VINYL LATEX PRIMER SEALER 2ND GOAT - MOORORAFT LATEX EGGSHELL ENAMEL 3RD COAT MOORCRAFT LATEX EGGSHELL ENAMEL METAL, FERROUS (DOOR FRAMES, AIR GRILLES AND DIFFUSERS) SEMI -GLOSS 1ST COAT - IRON GLAD RETARDO RUST INHIBITIVE PRIMER 2ND COAT - SATIN IMPERVO ENAMEL 3RD GOAT - SATiN IMPERVO ENAMEL WOOD PAINTED (DOORS AND TRIM) SEMI -GLOSS 1ST GOAT - MOORES ALKYD PRIMER 2ND GOAT - SATIN IMPERVO ALKYD ENAMEL BRD COAT - SATIN IMPERVO ALKYD ENAMEL WOOD STAINED 1ST COAT - MINA)( *225 RED MAHOGANY 2ND COAT - POLYURETHANE BRD COAT - POLYURETHANE SiitkalUEMICjajadEanla IFTa■ W "P OF r,A'^acA T'GROAset -Y *wear wit3 ,AL TO AsaaE GORIRECT PAT EIRN CAM SPECIFIED AND G01&51DlT LOT STORE 414 -. N6 N CLEAN DRY AAA /NM TEWERATLTE5 ARE MAATA1IED A' A i aui OF 45'F MU NO WA_ KNOTT_ DO NOT STOW A AN Jando T PC5FTQNN I4$. (TARN 54FAGES AND MAMAS AT A 4NI4/4 OP 60"F 3 DAYS FORE AND DINR146 TiC APP SGATO. PERD'N7 Dan 5 ,AGE5 TO NELF9VE Fi . - COVERais ARE CALNA CALM THE MD FREE OF iOE6UJRJTES- *SPEC SURFACES BEFORE C04.e.CN6 110 MD REPORT DEFECTS +e nTC TO THE ARCW1EGT. I6 ALA' Ar 04 OF I4 R A . OVER I1A._ SIR'A:E iCGATES *PP_LGATORS A CEF'ANGE OF BASE SLRFAGE- 5C/COLLE .6TALL.AT,ON OF PEAL_ COVE R:NG 06 LATE A5 PCS5eLf TO PREVENT DAWA3E DI1R3t6 CONSTR'C ^ON ANp MVVDIElT OF MA �A.G • RCK8 6M6E5 AND 0T1rER MINOR P eRFEGT OF GYPSUM WALLBOARD SLNZFACES MNTI4 LATE FLLER. 5A?C SMOOTH AAD F.JJ i4 MTH SURFACE FO_LOA PILE ;OAT OF LATEX BASED MALER O43(727 SY WALL COYERiN6 MAAFAGTJ NANO E AND *PP- MULL GOVERNS V ACCORDANCE INTO MANUFACTURERS RE CG!4.EtCATIONIS MX AND APPLY A;LE51VE N ACCORDANCE NTH ADi.e5ivE MANN EACH. RS RECCP419DATOR5 . I E FABRIC PANELS IN EXACT ORD92 AS COT FROM IRO-L.5. UM ROLLS IN C0!15E ..�T VE ORDER AS N3 ✓ BY MAPIPACT.RLR HANG SMOOTH NON -MATCH PATTER/6 HY APPLYi 6 STRIPS ON THE PULL. OVERLAPP1606 THE EDGES APO ✓0E OITTLN6 TefO*t BOTH Ti�CKNIE55F5 APP_Y FABRIC SEGAZ, SMOOTH, CLEM A/ D WITHOUT WRINKLES. GAPS OR OVERLAPS. EL-u -!NAT= AIR POCKETS AND E3151 FiLL BOND TO MA'_ SURFACE HORZONTAL SEAMS AIN'T GUTTING AT CORNS ARE NOT AOCEPTABNE. C.UTTiNG TO BE NOT LESS THAN 2 N...I S C' AN INSIDE CORNER AND NOT LE 5 THAN 6 INCHES OF AN OUTSIDE CORNER INSTALL WALL COVERING B EF 'NSTALLATION OF RLIEN/4 a, CASINGS, BASES. CABINETS, HAV,rtAR= AND ETC. CLEAN WA_ COVE PI6 Cr AD!ESIVES MST, DIRT AND OTHER CGNTAMNANTS. REMOVE ',MR'S ANV LEAVE AREA NEAT AND GLEN. REPLACE WALL PLATES AND ACCES60R:5S FERFCRA' 6YPi,M AALLBOARDD SYSTEMS WORK .N ACCORDANCE Air. REC.OM4BiDAT1ON15 OF ASTM 0154 AND &A2:6 t, ASS QTr R tiSE SPEGIFIEED N MI5 3E TON &A 216 - RFGOMNEiDED SPECIFICATIONS FOR T APPLICATION Ate: F!NISHiN5 6YPSUa BOARD. ASTM C 15h - INSTALLATION OF 5 T=EL FRAMING MEMBERS TO RECEIVE SGREN- ATTAGIED GYPSUM WALLBOA., BACKING BOARD, OR WATER- 2 T BACKING BOARD. PROVIDE METAL FRAYING Nw.TERALS IN A.GORDANGE WITH 6A 2i6. STUDS: SCREW -TYPE CM-SHAH M:NIMUM 20 GAUGE. RL'N.N325: MATCH STUDS PURRING M34BER5: SGRcJ1 -TYPE PAT- SHAPED 20 GAUGE. PROVIDE CA AND HANGER WIRE N ACCORDANCE WITH GA 21b. FASTENERS AND ANCHORAGES IN ACCORDANCE WiTH GA 216. PROVIDE GYPSUM WALLBOARD MATERIALS IN ACCORDANCE WITH RECOMMENDATIONS OF GA 216. STANDARD GYPSUM BOARDS SHALL BE 518 INCH THICK USING MAXIMUM PERMISSIBLE LENSTH(5) ENDS SQUARE OJT, TAPERED EDG FIRE - RATED GYPSUM BOARDS SHALL BE UL RATED, 5/8 N +1 THICK TYPE -'X' USING MAXIMUM PERMISSIBLE LENGTH(5) ENDS SQUARE. MOISTURE R=S!STANT GYPSUM BOARD SHALL BE 5/8 INCH THICK USING MAXIMUM PERM:SSi3LE L_EN611 - 6) ENDS SQUARE CUT TAPERED EDGES. AGGREGATE PORTLAND CEMENT BOARD, 1/2 INCH THICK, WITH POLYMER - COATED, WOVEN -GLASS MESH IN BACK AND FRONT SURFACES. PROVIDE GYPSUM WALLBOARD ACCESSORIES IN ACCORDANCE WITH GA 216. CORNER BEADS SHALL BE METAL. PROVIDE REINFORCING TAPE, JOINT COMPOUND, ADM WATER FASTENERS IN ACCORDANCE WITH 6A 216. INSTALL MEMBERS TRUE TO LINES AND LEVELS TO PROVIDE SURFACE FLATNESS WITH MAXIMUM VARIATION OF 118 INCH IN 10 FEET (1 /960) IN ANY DIRECTION. METAL STUDS SHALL BE i6 INCHES ON CENTER UNLESS OTHERWISE INDICATED. PARTITION HEIGHTS SHALL BE FULL HEIGHT FROM FLOOR TO ROOF CONSTRUCTION ABOVE AS /OR INDICATED ON THE DRAWINGS. INSTALL DOJ3LE STUDS AT DOOR FRAME JAMBS. INSTALL RUNAERS ON EACH SIDE OF OPENING AT FRAME HEAD HEIGHT BETWEEN JAMB STUDS AND ADJACENT STUDS. INSTALL BLOCKING BEHIND DRYWALL FOR SUPPORT OF PLUMBING FIXTURES, TOILET PARTITIONS, WALL CABINETS, TOILET ACCESSORIES, HARDWARE AND ELSEWHERE AS REQUIRED. COORDINATE INSTALLATION OF BUCKS, ANCHORS, BLOCKING, ELECTRICAL, AND MECHANICAL WORK WHICH 15 TO SE PLACED IN OR BEHIND PARTITION FRAMING. ALLOW SUCH ITEMS TO BE INSTALLED AFTER FRAMING 15 COMPLETE. ERECT WALL FURRING DIRECTLY ATTACHED TO CONCRETE BLOCK AND CONCRETE WALLS. SPADE FURRING CHANNELS MAXIMUM lb INCHES ON CENTER, NOT MORE THAN 4 INCHES FROM FLOOR AND CEILING LINES ERECT 51N6E LAYER STANDARD GYPSUM BOARD IN DIRECTION MOST PRACTICAL AND EGONOMIGAL, WITH ENDS AND EDGES OCCURRING OVER FIRM BEARING. ERECT SINGLE LAYER FIRE -RATED GYPSUM BOARD VERTICALLY, WITH EDGES AND ENDS OCCURRING OVER FIRM BEARING. USE SCREWS WHEN FASTENING GYPSUM BOARD TO METAL FURRING OR FRAMING. PLACE CORER BEADS AT EXTERNAL CORNERS. USE LONGEST PRACTICAL LENGTHS. PLACE EDGE TRIM ACRE GYPSUM BOARD ABUTS DISSIMILAR MATERIALS. TAPE, FILL, AND SAND EXPOSED JOINTS, EDGES, CORNERS, OPENINGS AND FIXTURES, TO PRODUCE SURFACE READY TO RECEIVE SURFACE FINICIIE3. FEATHER GOATS ONTO ADJOINING SURFACES S0 THAT CAMBER IS MAXIMUM 1/32 INCH. FINISHING OF TAPING 15 NOT REQUIRED ABOVE CEILING LINE. REMOVE AN7 RE -DO DEFECTIVE WORK. NARY MY 1 P S STORE IN INDOOR, VENTILATED AREAS WITH CONSTANT 60 °F. TEMPERATURE AND 55 PERCENT MAXIMUM RELATIVE HUMIDITY. FIBERGLAS5 REINFORCED POLYESTER (FRP) PANELS AS MANUFAGTURERED BY MARLITE. ASTM 5 -84. COLOR AS SELECTED BY ARCHITECT. ACCESSORIES: INSIDE CORNERS: M350 FP EDGE: M310 FP DIVISION: M365 FP ADHESIVE: MARLITE BRAND C -315. PRIME GYP9JM WALL BOARD WITH DRYWALL PRIMER INSTALL FRP IN ACCORDANCE WITH MARLITE INSTALLATION INSTRUCTIONS FORM NJMBER FRb- 05891. MASTIC LANNATE5 PLASTIC LAMINATES FIELD APPLIED SHALL BE GENERAL PURPOSE GRADE FOR APPLICATION TO INTERIOR VERTICAL OR HORIZONTAL SURFACES. BOND LAMIiAT'ES TO GORE MATERIALS SUCH AS PLYWOOD, PARTICLEBOARD OR FLAKE BOARD. APPLY LAMNATE TO SUBSTRATE USING SOLVENT BASED ADHESIVES. FOLLOW APPLICATION TECHNIQUES RECOMMENDED BY ADHESIVE MANUFACTURER AND ANSI AI612 -1918. CONDITION THE LAMINATE AND SUBSTRATE IN THE SAME ENVIRONMENT FOR 48 HOURS PRIOR TO INSTALLATION AT 15 °F. 45% R.H. MATERIAL SHALL EQUAL OR EXCEED PERFORMANCE STANDARDS SET BY THE AMERICAN NATIONAL STANDARDS INSTITUTE/NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (ANSI/NEMA), LD3 -1941 FOR HIGH PRESSURE DECORATIVE LAMINATE. FABRICATION SHALL COMPLY WITH 'ARCHITECTURAL WOODWORK QUALITY STANDARDS, GUIDE SPECIFICATIONS AND QUALITY CERTIFICATION PROGRAM" GUIDELINES OF THE ARCHITECTURAL WOODWORK INSTITUTE. SOLID METAL LAMINATES SHALL BE ADHERED TO SUBSTRATE SUCH AS A 600D QUALITY PLYWOOD OR PARTICLEBOARD ADHERE METAL LAMINATE TO SUBSTRATE USING 3M FASTBOND 30-NF CONTACT ADHESIVE ONLY. USE NO SUBSTITUTIONS INSPECT PANEL SURFACES FOR DEFECTS PRIOR TO INSTALLATION. COMPLY WITH ADHESIVE MANUFAGTURERE'S SURFACE PREPARATION AND ADHESION RECOMMENDATIONS. COMPLETELY FORCE DRY SURFACES AND PROTECT SURFACES FROM MOISTURE PRIOR TO ADHESION. APPLY A UNIFORM GENEROUS COAT OF ADHESIVE TO BOTH SURFACES. PROVIDE A SECOND UNIFORM COAT OF ADHESIVE TO THE PLYWOOD/PARTICLE BOARD SUBSTRATE AFTER THE FIRST COAT HAS DRIED COMPLETELY. A 3 INCH WIDE (MAXIMUM) ROLLER WITH MAXIMUM BODY PRESSURE SHOULD BE USED TO ENSURE ADEQUATE CONTACT AT SURFACES AND EDGES. BONDED MATERIAL ASSEMBLIES MAY BE MACHINED IMMEDIATELY AFTER BONDING WITH CARBIDE TIPPED HAND TOOLS. REMOVE ALL BURRS AND SHARP EDGES WITH A HAND FILE. UPON COMPLETION OF INSTALLTION REMOVE ANY EXCESS ADHESIVE FROM THE EXP55OED SURFACE USING WATER AND A SMALL AMOUNT OF MILD DETERGENT. USE NO AMMONIA, ABRASIVE CLEANERS OR PADS. M E R:Lcire ; 1 :r:it 1400!7 AN'JKJR R AFOA.E' PRO1=,.Gr AD.A eN7 OR A.O. c 5REACE5 AAD i101 MOH 2/WAGE DAN6 T6TA_:ATOR OF WORK OF 1115 Swum PROP" STEEL wino* PUNT=S Amo A.Cs' * CGT PoNH/T5 FOR N6TAL4.A010k ONa t,1"tt6 FNi 6TA� FIXTISC5 •GGE56OR''f5 AND rT_N'I'S M At- CAP/CAGE wpm, MANLFAGT RS 6TR'G"KA6 INSTALL TRL . PL443. AND LEVB.. SECURELY ANtD R64DLY ANCrCRFY' TO SUBSTRATE PROV`DIE M? INSTAL_. AL, #UA7rRO -4 AGCF S0RE5 : ANDGAPRED GRAB BA AS SD .62C AS SWAT= O.i PLAN OR PER STATE MO LOCAL CODE CAPABLE Cr 5i1PCRTA6 250 -5IP FOR 5 MINJTF..S AT ANY PITT - PER AASI 4.243 PROVIDE AND a6TA_:. Ai: YNSHPR.,OK ACCESSORRF'"'' TOLET PAPER D:SPE■56R NO UPC FRG./ DE NC INSTALL A4J KA6iROON4 AC,CESSOME5 PAPER TOWEL DISPOSER NO ..150A . PROVOE ANDI WTA:: M. WAS. R[XJM AC ESSOR" 24' X 36' 5.RTAGE MOUNTED !4RROR VTH FRAME NCI. Joe FRO'N/'DE AND VET ' I HAND. LAN/ GUAR N6LLAnON 10211 AND 105P (8G0) 3'O-5 4 . &AGE AND 6RAPtGS NEM STOREFRONT SIGNA6E is PRO/ ADC ?ETA F BY OYNER T.i_ 6E eR CONTRACTOR 15 TO PR. ?ODE EKSHED 56N FASCIA AND ACCESS TO BLLK.EAD IN'TERiOR AS REJ IG =OR ETRGR ARN6 AND CONNECTION 5'6'1 PM TO BE BY 0144EF6 'NSTA LLER N95CELLAPFDUS :NTEJt 5 5 PROV'DFP ST' THE OM ER AND .NST ALLM BY THE OM ER {. A"- GS - O EE 'RCN i-; 3Y iF£ Oftek AND :NISTALLED BY THE GENERAL CONTRACTOR. A\5 A20E. - MA WOOD PAR - G 3CA.1 AN - CL''ALIT" STANCARDS. FED. SPEC. MM-L -136 - L.LIMBEZ - 184A - rF644 PRESSURE DECORATIVE LAM ;MATES, STANDARDS PJ3L iGATON LD -3 P5 Si - HA AND DECORATIVE P.Y. A0017 PS 58 - BAS;G HAR7/10O0. DO NOT DE- CAMAORK ITEMS UNTIL SiTE CON EJTIONS ARE ADEG7JATE TO RECEIVE Tr = AORK. PROT ECT iTE'"Lc FROM MEAT WHILE N TRANS:T. 5TORE INDOORS {N VENTILATED AREAS WITH A CONSTANT, BJT MINIMUM, TE?1P32..AP. GF TOT. AND A MAXIMUM HUMIDITY OF 60 PERCENT. CONSTRUCT P_A5Ti ; LAMINATE AND WOOD CASEWORK 1 MEET Trf MINIMUM REQUIREMENTS OF AWI MALTY STANDARD 16OO/16O05 FOR FLUSH OVERLAY 11TH EUROPEAN STYLE HINGE MOD,A -AR CASEWORK. WOOD PARTICLE BOARD: 47 POUND DENSITY RD./STRIA:- GRADE iN ACCORDANCE W TH ANSI A203.!. GRADE HARDWOOD PLYWOOD- P5 5i; CUSTOM GRADE IN ACCORDANCE KM AW ; GORE MATERIAL OF PARTICLE BOARD; SPECIES SUFFICIENT TO RECEIVE TRANSPARENT FINISH. PLASTIC LAMINATE: O03O INCH GENERAL PiURPCSE GRADE SATIN F!NiS• COLOR AND PATTERN AS SELECTED BY THE ARCHITECT. PLASTIC LAMINATE BAGKIN6: H!CT% RR-SURE PAPER BASE LAMINATE AITIHOUT DECORATIVE FINISH. PROVIDE Tog FOLLOWING MANUFACTURERS STANDARD HARDWARE LAE.ESS NOTED OTHERWISE: SMELF STANDARDS AND RESTS. DRAINER AND DOOR PILLS, HINGES (EUROPEAN STYLE), SHELF BRACKETS, CATCHES AND CABINET LOCKS. I-I/8 INCH SOLID GORE 45 POUND MEDIUM DETi5JTY WOOD PART G; E BOARD, LAMINATED ON ALL EXPOSED SURFACES AITH .050 INCH HIGH PRESSURE PLASTIC LAMINATE. PROVIDE TYPE 2 -M -2 (WATER RE PARTICLE BOARD FOR COUNTER TOPS WiTH SINKS. OBTAIN DIMENSIONS AFFECTING WORK OF THIS SECTION FROM THE SITE. ENSURE THAT ROUGHED -IN OPENINGS, BUILT -IN ANCHORAGES, AND REINFORCING REQUIRED FOR PROPER INSTALLATION OF WORK OF THIS SECTION ARE CORRECTLY SIZED, INSTALLED, AND LOCATED. OBTAIN ELECTRICAL AND MECHANICAL SERVICE CHARACTERISTICS AND ROUGH-IN LOCATIONS FROM SITE SET ALL CASEWORK ITEMS PLUMB, SQUARE, AND TRUE, SEO,1RELY ANCHORED TO BUILDING STRUCTURE. INSTALL ITEMS IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS AND SHOP DRAWINGS, SY WORKERS SKILLED AND FAMILIAR WITH CASEWORK INSTALLATION. S CRIBE TO Y'IALLS, SHIMS LEVEL AND RIGID, USE PROPER TYPE ANCHORING DEVICES FOR MATERIALS ENCOUNTERED AND USAGE EXPECTED. CUT, FIT AND PATCH; COORDINATE WORK WITH THE OTHER TRADES INVOLVED, GUT AND DRILL TOPS, BACKS, SIDES OR BOTTOMS FOR SERVICE OUTLETS AND FIXTURES. INSTALL FIXTURES AND FITTINGS SUPPLIED UNDER THIS SECTION. CONNECTIONS TO SERVIC=ES S HALL BE SY MECHANICAL AND ELECTRICAL TRADES SEGPUENCE INSTALLATION AND ERECTION TO ENSURE THAT MECHANICAL AND ELECTRICAL CONNECTIONS ARE EFFECTED BY TRADES CONCERNED. ADJUST DOORS, DRAINERS, HARDWARE FIXTURES, AND OTHER MOVING OR OPERATING PARTS TO FUNCTION SMOOTHLY AND CORRECTLY. CLEAN CASEWORK, COUNTERTOPS, SHELVES, HARDWARE, FITTINGS AND FIXTURES X03 -�0� 4 1 RECEIVED CITY OF TUKWILA JAN -9 2003 PERMIT CENTER CITY OF TUHwtu APPROVED FEB - 3 2003 AS hi.) Li) WIrk '.Nsge and C:orNStteetr>e ooeu ser_s as tSII Oats o1 sors.ce ate Bae, fa ceNROaeo• are ruin Me propel, of Hetsctrtae Are tects The use w tits Oesips tNaO Leese earestrueeon Oow to, p!poses outer tP. the Ire v/Nc project .srea her shut,' proYAited ...Mont onenessec written consent of HersCraen :e_'s Date 2 - 23 - 02 510/PERMIT Drawn By: • • • • • • • • Project No., Issue 1 /I I% HERSCHMAN ARCHITECTS I N C O H P O H A I E D 2 3 6 2 5 COMMERCE PARK CLEVELAND, OHIO 4 4 1 2 2 PHONE 216 - 464 -4144 FAX 216-464-6592 E -MAIL: mai!boxe herschmanarchitects.com All 5K /8lo • COMPONENT SPACING CEILING SYSTM S - COMPONENT SPAC NG MA.N SUPPORT ?- €-1BER SPACING (CENTER TO CENTER) j ��� (CENTER TO CENTER) PURRING * EHIBER CENTER SPAC!KS (CENTER TG CENTER.. I DRYWALL BASE THICKNESS V2 ' 5/8' I/2° 5/8' 4 -0 f 1 METAL FURRING CHANNEL $6 I6'• 4' -0" 4'-0 ~ i i 0 1 USG STEEL O STUD V 1585T5: ERECTED w /BOTH FLANGES UP AGAINST MAIN SUPPORT MEMBER 16" 16''' 5 •-0• c , O" 4' -0' 2125T5 16' It)** IO' -3" IO' -3' 358ST5 ;6- i6 "• i3' -6' i3' -6" i NOTES: i UNDERSIDE OF STRUCTURE MAY NOT ATTACH TO THE ROOF DECK 3 5/8' 20 A. STEEL SHOE 2 i /2 ^ 12 1/2 - BENT FOR TIGHT FIT TO LOOSE SET METAL STUDS PROVIDE FIRE SAFING BETWEEN SHOE I pEGK a RATED PARTITION TOP °LATE: 2 "x3 5/8 X 20 A. ` go uNOTE:%%U ALL VOIDS TO BE PACKED WITH INORGANIC OR CLASS 1 MAT `S BY G -G NOTE: SECURE TOP TRACK TO STEEL PECK, BUT ISOLATE SYSTEM FROM B)I:..DING STRUCTURE TO PREVENT TRANSFER OF LOADING I DEFLECTION. DEFLECTION ADJUSTMENT FOR ROOF LOADS 3 5/8" METAL STUDS TO SLIDE FREELY (TYP.). 3 5/8" METAL FRAMING ® 16 O.G. (TYP) 5/8" TYPE "X" DRYWALL BY G.C. (FIRETAPE I PERIMETER SEAL ® RATED PARTITION) SEALANT 0 PERIMETER (TYP). RGiDLY ATTACH RUNNER TO FLOOR. NOTE: FASTEN TOP 4 BOTTOM TRACK WITH !/4" 4 POWER DRIVEN FASTENERS (IGBO *2388 OR 1290) @24" o.c. METAL STUDS TO HAVE MIN. 5 PSF LATERAL LOAD CAPACITY. WALL TO DECK DETAIL COMPRESSION STRUT: 4" x 20 GA. "G" STUD x "P -6" MAX. (L/R RATIO 200 MAX.) @ 8 -0" EA. WAY, ATAGH TO MAIN RUNNER w/ 2 - #6 SMS FASTENER. STRUT SHALL NOT REPLACE HANGER WIRE. NOTE: FASTEN TO STRUCTURE ABOVE w/ 20 GA. CLIP ANGLE w/ 2 - 0.1454) "DN" 'HILTI' FASTENERS CEILING PANELS TYPICAL 2. THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12 FEET ON CENTER IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6 FEET FROM EACH WALL. VERTICAL STRUT: A STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE. THE STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED BY THE BRACING WIRES. SUSPENSION DETAIL N.T.S. 12 GA. BRACING WIRE w/ MIN. 4 TIGHT TURNS IN I %2" BOTH ENDS OF WIRE, 12 "o.c. EA. WAY, TYPICAL. 1.2 GA. HANGER WIRE ® 4' -0" EA. WAY w MIN. 5 TIGHT TURNS IN 1" BOTH ENDS OF WIRE. MAIN RUNNER ® 4'- 0"o.c CROSS RUNNER ® 2'- 0"o.c. H/ POSITIVE CONNECTION Ls 2 I/2 "x16 &A. STUDS 0 48" o.c. STAGGERED TO ALTERNATE SIDES OF WALL (r MIN. 0.43.1 IN.) (EA. 510E ® 48" o.c. OR STAGGERED 0 36" c.c. WALLS SUPPORTING OR ATTACHED TO CASEWORK, OR OTHER EQUIPMENT) CONT. TRACK (16 GA. @ WALLS SUPPORTING OR ATTACHED TO CASEWORK OR OTHER EQUIPMENT) 16. &A. RUNNER TRACK WALL BRACING DETAIL 3 " =1 -O" FINISH CEILING WHERE OCCURS SEE REFLECTED CEILING PLAN WALL FINISH MATERIAL PER SCHED. REFER TO PLANS FOR WALL TYPES SEISMIC LOCKI NG PIN CROSS RUNNER J..00KI NO CLIP TO FASTEN CRO55 RUNNER TO MAIN RUNNER SPLICES AND INTERSECTIONS OF RUNNERS SHALL BE ATTACHED WITH MECHANICAL INTERLOCKING CONNECTORS SUCH AS POP RIVETS, SCREWS, PINS, PLATERS WITH BENT TABS, OR OTHER APPROVED CONNECTORS DESIGN CONNECTORS FOR 2 X DESIGN LEAD OR ULTIMATE AXIAL TENSION OR COMPRESSION (MINIMUM 60 POUNDS). OR, CROSS- FURRING SHALL BE SECURELY ATTACHED TO THE MAIN RUNNER BY SADDLE - TYPING WITH NOT LESS THAN ONE STRAND OF NO. I6 OR TWO STRANDS OF NO. 18 U.S. GAUGE TIE WIRE OR APPROVED EQUIVALENT ATTACHMENTS. RUNNERS AND FURRING. THE MAIN RUNNER AND GROSS- FURRING SHALL BE NOT LESS THAN THE SIZES SET FORTH IN TABLE NO. 25 -A. EXCEPT THAT OTHER STEEL SECTIONS OF EQUIVALENT STRENGTH MAY BE SUBSTITUTED FOR THOSE SET FORTH IN THIS TABLE. CEILING SUSPENSION SYSTEM N.T.S. HANGER WIRE pusPENDEp CEILIN& SYSTEMS TABLE 23-4 SUSPE' CE! ..N& FRAMING SYSTEMS SHALL BE DE5161ED TO RESIST A LATERAL FORCE OF 20% OF THE WEIGHT OF -- rE LEILING ASSEMBLY AND ANY LOADS TRIBUTARY TO THE SYSTEM. FOR PURPOSES OF DETERMINING THE LATERAL FORGE, A MINIMUM CEILING 'EIGHT OF 5 POUNDS PER SQUARE FOOT SHALL BE USED. WHERE THE CEILING LOADS DO NOT EXCEED 5 POUNDS PER SQUARE FOOT AND INHERE PART'.TIONS ARE NOT CONNECTED TO THE CEILING SYSTEM, THE FOLLOW'NG BRACING METHOD MAY BE EMPLOYED: MAIN RUNNER A. LATERAL SUPPORT MAY BE PROVIDED BY FOUR WIRES OF MINiP uM NO. 12 GAUGE SPLAYED IN FOUR DtRECT1ONS .1O° APART AND CONNECTED TO THE MAIN RUNNER WITHIN 2' OF THE CROSSSRU7dNER AND TO THE STRUCTURE ABOVE AT AN ANGLE NOT EXCEEDING 45° FROM THE PLANE OF THE CEILING. THESE LATERAL SUPPORT POINTS SHALL BE PLACED 12' o.c. IN EACH DIRECTION WITH THE FIRST POINT WITHIN 4' FROM EACH B. ALLOWANCE SHALL BE MADE FOR LATERAL MOVEMENT OF THE SYSTEM_ MAIN RUNNERS AND CROSS RUNNERS MAY BE ATTACHED AT TWO ADJACENT WALLS WITH CLEARANCE BETWEEN THE WALL AND THE RUNNERS MAINTAINED AT THE OTHER TWO WALLS. C. VERTICAL SUPPORT SHALL BE PROVIDED AS REQUIRED IN CHAPTER 47 WITH THE ADDED REQUIREMENT THAT DISCONTINUOUS ENDS OF CROSS RUNNERS AND MAIN RUNNERS BE VERTICALLY SUPPORTED WITHIN e" OF SUCH DISCONTINUITIES AS MAY OCCUR WHERE THE CEILING 15 DISRUPTED BY A WALL. D. LIGHTING FIXTURES AND AIR DIFUCf ERS SHALL BE SUPPORTED DIRECTLY BY WIRES TO THE STRUCTURE ABOVE. M I. RECESSED LIGHTING FIXTURES NOT OVER S6 LBS. IN WEIGHT AND SUSPENDED AND PENDENT HUNG FIXTURES NOT OVER 20 LBS. IN WEIGHT, MAY BE SUPPORTED AND ATTACHED DIRECTLY TO THE CEILING SYSTEM RUNNERS BY A POSITIVE ATTACHMENT SUCH AS SCREWS OR BOLTS. 2. AIR DIFFUSERS WHICH WEIGH NOT MORE THAN 20 LBS., AND WHICH RECEIVE NO TRIBUTARY LOADING FROM DUCT WORK MAY BE POSITIVELY ATTACHED TO AND SUPPORTED BY THE CEILING RUNNERS. • THE ABOVE REQUIREMENTS ARE INTENDED TO BE IDENTICAL TO THOSE CURRENTLY ENFORCED BY THE CITY OF LOS ANGLES. UBC STANDARD 25 -2 1994 ABC) IS ALSO AN ACCEPTABLE BRACING METHOD. OTHER METHODS MAY BE USED PROVIDED THEY ARE SUBSTANTIATED BY DESIGN CALCULATIONS USING THE LOADS SPECIFIED IN CHAPTER 16 (1994 UBC). #12 GA. VERTICAL HANGER WIRE @ 4' -0" ALONG EA MAIN RUNNER MAIN RUNNER SPLICE ® 4'-0" O.G. B TURNS MIN. IN 11/2" TYP. CROSS RUNNER ® 2' -0" O.G. bariC METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND FOR LAY -IN PANEL CEILING SHALL BE INSTALLED IN ACCORDANCE WITH I UNIFORM BUILDIN6' CODE CHAPTER 25 AND U.B.C. STANDARD 25-2. USG METAL F URRING CHANNEL CLIP HANGERS: HANGERS FOR SUSPENDED CEILINGS SHALL BE NOT LESS THAN THE SIZES SET FORTH IN TABLE NO. 25 -A, FASTENED TO OR EMBEDDED IN THE STRUCTURAL FRAMING, MASONRY OR CONCRETE. HANGERS SHALL BE SADDLE -TIED AROUND MAIN RUNNERS TO DEVELOP THE FULL STRENGTH OF THE HANGERS. LOWER ENDS OF FLAT HANGERS SHALL BE BOLTED WITH 1/8" BOLTS TO RUNNER CHANNELS OR BENT TIGHTLY AROUND RUNNERS AND BOLTED TO THE MAIN PART OF THE HANGER. TYP SPLAY BRACING DETAIL @ SUSP. CLG SYSTEM N.T.S. NOTE: DRYWALL SOFFITS TO BE SUSPENDED PER DETAILS I IN ACCORDANCE w/1 .194 UNIFORM BUILDING CODE CI -+AP. 25 STD 25 -2. REFER TO DETAILS THIS SHEET FOR SUSPENDED CEILING. METAL FURRING CHANNEL HANGER SPACING 4' -0" MAX. o.c. �— HANGER 45° SPLAY WIRE BRACING IN PLANE OF MAIN RUNNER. ALL WIRES ATTACHED TO MAIN RUNNER. 4 DIRECTIONS. USG METAL FURRING CHANNEL CLIP WHERE Cp = 0.5 Wp = TRIBUTARY AREA X WEIGHT OF CEILING (4* MIN.) 11/2" CHANNEL 4' -0" o.c. MAX. I- r IMPERIAL GYPSUM BASE ESESSEMES11 SE USG TYPE "5" SCREW DRYWALL CEILING SUSPENSION DETAILS N.T.S. SPLAY BRACE WIRE T HANGER WIRE I /2" CHANNEL 4 ' -0" o.c. MAX. IMPERIAL GYPSUM BASE IMPERIAL JOINT TREATMENT HANGER WIRE *12 *II *10 ALLOW TENSION *110 *225 *300 LATERAL FORCE BRACING NOT TO EXCEED 12' -0" o.c. IN BOTH DI RECTIONS vg/THE FIRST POINT WITHIN 4' -0" FROM EACH WALL . CROSS RUNNER 8 " PAN MAIN WALL RUNNER TRIM CONT. HORIZ. STRUT TO PREVENT SPREADING OF RUNNERS SUSP. CEILING DETAIL @ WALL N.T.S RECEIVED CITY OF TUKWILA JAN - 9 2003 PERMIT CENTER CITY OF TUi VOLA A/PROW() FEB - 3 2003 AS ! X03 -007 Osseo and construction dccueeats as asvunents of sernce we tpuen ie coMi/eaca tree tome two proper•) of temsctwn Arrteecti the use a tuts desya aid tease construction documents for purposes other trap the specific protect named torer. *mode prortmed mused e,wr•sses w..tron Cens.•r of fferzd • Nate 2 -23 -02 BID/PERMIT Drawn By • • • • • • • • Project No Issue 'VA A 12 5K 110 < T c < , J J a w z W < z W ~ V = J 0 I— OcMW 0 (0 U) GERALD L. HERSCHMAN ARCHITECT 2 3 6 2 5 COMMERCE PARK CLEVELAND, OHIO 4 4 1 2 2 PHONE 216 - 464 -4144 FAX 216 - 464 -6592 E -MAIL: mailboxa herschmanarchitects corn to PLASTIC LAMINATE ON 3/4" PLYWOOD CART CONSTRUCTION CONTINUOUS PIANO HINGE (BLACK FINISH) 12" x 12" REMOVABLE LID W/1" FINGER HOLE FOR SONIC GLEANER ACCESS FINISH TOP, SIDES 4 BACK OF CART W/ S -b -IT 11/2" FOLD DOWN WINGS ON BOTH SIDES OF CART W/ CONTINUOUS HINGES 4 LOCKS FOR UP POSITIONING 2" DIA. HOLES THRU SHELVES (TYP.) SONIC CLEANER 2" DIA. GROMMET FOR POWER COW CASTERS W/ LOCKS ALL 4 SIDES 3 ADJUSTABLE SHELVES 4" BACK SPLASf-t 517- -2 -2T ON TOP, BOTTOM, 4 EDGES (BOTH WINGS) ALL - Wi_S(.:NART P32 7 -b0 PEPPERDUST, tL2 ) —HEW! •53c1 R 4 L RECESSED PULLS (BLACK) KEYED LOCK DEADBOLT W/ 626 FINISH, LOCK SUPPLIED f Y OWNER, INSTALLED BY MILLWORK CONTRACTOR (TYP) SD -2 -2T ON CART DOOR FRONTS 6 CONTINUOUS CLEAT N.T.S. JEWELERS SINK CABINET ISOMETRIC 4" BACK SPLASH J I'-4 1/2" u JEWELERS SINK 7 SONIC CART ISOMETRIC 5 CABINET SECTION N.T.S. II" I' -O" Ilb T SOLID HOOD MAHOGANY CORNER OAF I 1/2" DIA. x 3/4' SOLID WOOD BULLNOSE IVM THREE SIDES ONLY. INSTALL BETWEEN 2" CORNER PS. 1/4" I VM I OVER 5/5" 6YP. BD. OVER METAL FRAMING. c � METAL FRAMING AS REQUIRED. 3/4" REVEAL, TYPICAL - PAINT BLACK. 1/4" THK VENEERED PANEL FINISH EXTEND TO UNDERSIDE OF TILE CEILING. IVMI 2" SOLID WOOD MAHOGANY CORNER CAP BEYOND. METAL STUDS AS REQD. TO FRAME BUILDING COLUMN, W/ 5/8" GYP. BD. EACH SIDE 1/4" THK VENEERED PANEL FINISH EXTEND TO TOP OF FIXTURE. IVMI 5/8" GYPSUM BOARD - CONTINUE PAST TOP OF FIXTURE. 5 "x 3/4" MAHOGANY TRIM. I 1/2" DIA. x 3/4" SOLID WOOD BULLNOSE IVMI THREE SIDES ONLY. INSTALL BETWEEN 2" CORNER CAPS. SOLID WOOD CAP AND BASE M1I S 2 n In 3 COLUMN DETAIL = I' -O" 1" z 1' -011 I'-b }/4' r- 311/2' VENEER FACE TO VENEER FACE I' I ' Q" COLUMN SECTIOM FRONT FACE OF FIXTURE BELOW. EXISTING STEEL TUBE COLUMN v < IV_ LL fy .n w t tu O FRONT FACE OF FIXTURE BELOW. 3 "x 3/4" MAHOGANY TRIM. 2' -0" 3 "x 3/4" TRIM. TYPE "A" FIXTURE - SEE F2 FOR DETAILS. " IAHO ANY ir FACE OF CASH i 2'40' WRAP BELOW. METAL FRAMING AS REQUIRED. 2 I/2" DIA. SOLID WOOD BULLNOSE THREE SIDES ONLY. INSTALL BETWEEN 2" CORNER CAPS. VMI 3/4" 2" SOLID WOOD MAHOGANY nr' CORNER CAP / I m 3 "x 3/4" MAHOGANY TRIM. 3/4" REVEAL, TYPICAL - PAINT BLACK. 1/4" THK VENEERED PANEL FINISH EXTEND TO UNDERSIDE OF TILE CEILING. I WI 2" SOLID WOOD MAHOGANY CORNER CAP BEYOND. METAL STUDS AS READ. TO FRAME BUILDING COLUMN, W/ 5/5" GYP. BD. EACH SIDE EXISTING STEEL COLUMN. 1/4" THK VENEERED PANEL FINISH 5/5" GYPSUM BOARD. 3 "x 3/4" MAHOGANY TRIM. I 1/2" DIA. x 3/4" SOLID WOOD BULLNOSE NM INSTALL BETWEEN 2" CORNER CAPS. SOLID WOOD CAP AND BASE NMI Ivr'II + e) fY 3 11/2" L ENEER FACE TO VENEER FACE r- 2 COLUMN DETAIL 1" = I' -0" 2'- O" 4 14„ In in m FACE OF CASH WRAP BELOW. EXI STING STEEL COLUMN Y' In CI TY OF Tll;ryyit QED FEB -3 2003 e;JiLU in 1 ICOLUMN SECTION I" et I' - 0 " RECEIVED CITY OF TUKWILA JAN - 9 2003 PERMIT CENTER .{1 fl - f n e _ s g \ 3 a re h .Design and construction documents as instruments of Serve, are ,,en coefteenn red reetam the propels of WerWrei Architects. line ,sse of Ms eesige ate •ase construction documents ter PV Loses o! •( r:.en !Pe speed■e onnect rented 'ever ,S sd�cot poh•itee ..trdut Date 'Issue 2 -23 -02 BID/PERM • Drawn By: 5K Project No 7510 • • • • • • • "- U, • r Q1 C Q p F- a W W . LU = • O I i— n O cM CO co it HERSCHMAN ARCHITECTS I N C O R P O H A I E D 2 3 6 2 5 COMMERCE PARK CLEVELAND, OHIO 4 4 1 2 2 PHONE 216 - 464 -4144 FAX 216- 464 -6592 E -MAIL: mailboxn horschmanarchitects.corn F1 I/4' LAMINATED CLEAR G.-ASS LIGHT TEE RAIL iYP. CABINET FACE °LAST LAM :HATE _-2. I i /2' WOOD BULLNOSE ;TYP.) WOOD BASE 1/2" x 5/8" MAHOGANY BASE TRIM FIELD INSTALLED ONL' 'WHEN THERE IS A GAP BETWEEN BASE AND THE FLOOR TYF. 1/4" LAMINATED CLEAR GLASS PROVIDE DUPLEX OUTLET FOR ULTRASONIC CLEANER BUILT INTO CASE PLASTIC LAMINATE ` -2. I/2" UNFINISHED PLYWOOD TYP. 1/4" HARDWOOD TYP. DRAWER BOTTOMS WOOD BASE I I/2" WOOD BULLNOSE (TYP.) - MAINTAIN 1/2" CLEAR SPACE --- AT ALL SIDES OF BALLAST BOX 1/2" x 5/8" MAHOGANY BASE TRIM FIELD INSTALLED ONLY WHEN THERE IS A GAP BETWEEN BASE AND THE FLOOR TYP, 1/4" LAMINATED CLEAR GLASS I I /2" WOOD BULLNOSE (TYP.) - 1 1/2" x 5/8" MAHOGANY BASE TRIM FIELD INSTALLED ONLY WHEN THERE IS A GAP BETWEEN BASE AND THE FLOOR TYP. S O 2 NOTE: ALL FABRIC WRAP SHALL SE BY FIFIELD INC_ PATTERN - VIENNA, COLOR - Y4IITE. 7' :3/4' SIT DOWN 3 FIXTURE SECTION 11/2" = NOTE: ALL FABRIC WRAP SHALL BE BY FIFIELD INC., PATTERN - VIENNA, COLOR - WHITE. 4 44 ti Ir 3/4" ♦ II/2 "= I -O " 0 2' -0" 2' -0" I' -5" CLEAR I' -3 1/2" INSIDE BALLAST BOX SIT DOWN PHONE BASE SECTION OTF: ALL FABRIC WRAP SHALL BE BY FIFIELD INC., PATTERN - VIENNA, COLOR - WHITE. 3 5 SIT DOWN 5 DRAWER BASE SECTION 11/2" = KEYED LOCK DEADBD_T WITH 626 FINISH LOCK SUPPLIED BY OWNER, INSTALLED BY MILLWORK CONTRACTOR 3/4' PARTICLE BOARD WITH PLASTIC LAMINATE FINISH - L -3. CONTINUOUS PIANO HINGE (BLACK FINISH) LINE OF ADJACENT CABINET BEYOND PLASTIC LAMINATE FINISH KEYED LOCK DEADBOLT WITH 626 FINISH, LOCK SUPPLIED BY OWNER INSTALLED BY MILLWORK CONTRACTOR 3/4" PARTICLE BOARD WITH PLASTIC LAMINATE FINISH - L -3. CONTINUOUS PIANO HINGE (BLACK FINISH) PROVIDE ACCURIDE DRAWER SLIDES MODEL 4437 3OLBS. PER PAIR WITH EXTENSION SLIDES SLIDING SHELF TO BE CONSTRUCTED OF 3/4" PLYWOOD. LAMINATE ALL FACES - L -3. KEYED LOCK DEAD - BOLT WITH 626 FINISH, LOCK SUPPLIED BY OWNER, INSTALLED BY MIL: -WORK CONTRACTOR 3/4" PARTICLE BOARD WITH PLASTIC LAMINATE FINISH - L -3. CONTINUOUS PIANO HINGE (BLA' K FINISH) LOCK TYP. ® TOP DRAWER THROUGHOUT STORE. REFER TO PLANS FOR LOCATION PROVIDE ACCURIDE DRAWER SLIDES MODEL 41437 30LBS. PER PAIR WITH EXTENSION SLIDES 4" WIRE PULL (TYP. BLACK) CENTER PULL VERTICAL /HORIZONTAL ON DRAWER FACE 3/4" MED. DENSITY PARTICLE BOARD P. LAM. FINISH ALL EXPOSED SURFACES TYP. ALL DRAWERS 4 DOOR FRONTS - L -S. in It 1/4' LAMINATED it CLEAR GLASS I /4' PAD WITH FABRIC COVER PROVIDE ACCURIDE DRAWER SLIDES MODEL •437 30LB5. PER PAIR WITH EXTENSION SLIDES PLASTIC LAMINATE L -2. I 1/2" WOOD BULLNOSE (TYP) WOOD BASE I I/2" x 5/5" MAHOGANY BASE TRIM FIELD INSTALLED ONLY WHEN THERE 15 A GAP BETWEEN BASE AND THE FLOOR TYP. c c; DISPLA A9 FOR WINDOW - SEE DETAILS. ;D 3' -0" - -0 ,e M STAND UP 2 FIXTURE W/ DRAWER 11/2" = l'-0" f® 15'-0" LIGHT TEE LOCK DEADBOLT FSTH 626 FINISH. LOCK SUPPLIED BY OWNER INSTALLED BY MILLY' RK CONTRACTOR $/4" PARTICLE BOARD WITH PLASTIG'LAMINATE FINISH - L -3. 10' -3" --- -GONT WOO F� ANO HINGE /(BLACK FINISH) 3/4" LAMINATED PARTICLE BOARD FINISH ALL SURFACES TYP. ALL DRAWERS S DOOR FRONTS. (L -3) 9 CASH WRAP SEE F3 FOR DETAILS 6' -4 3/4" I/4" LAMINATED n ; CLEAR GLASS N STY1 D'4frRK IIOI 1/4" PAD YVITH FABRIC COVER /.*— I I/2' WOOD I I/2" BULLNOSE (TYP) PLASTIC LAMINATE L -2. I 1/2" WOOD BULLNOSE (TYP.i WOOD BASE I 1/2" x 5/8" MAHOGANY BASE TRIM FIELD INSTALLED ONLY WHEN THERE 15 A GAP BETWEEN BASE AND THE FLOOR TYP. 24' -0" CASH WRAP SEE F3 FOR DETAILS q -IO 1/4" I /4 "= I' -0" DISPLAY WINDOW - SEE Al FOR DETAILS. FIXTURE PLAN TE ALL FABRIC WRAP SHALL BE BY FIFIELD INC., PATTERN - VIENNA, COLOR - WHITE. 7 -C' BALLAST BOX STAND UP 1 FIXTURE SECTION 1 1/2" = I' -0 "O 8 -8 3/8" LIGHT TEE RA s_ iKlEYEP LOCK DEADBOLT YrITH 626 FINISH LOCK SUPPLIED BY OWNER INSTALLED BY MILLWORK CONTRACTOR 3/4' PARTICLE BOARD $41TH PLASTIC LAMINATE FtN15F» - L-3 /--- CONTINUOUS PIANO HINGE Hi(BLACK FINISH) PROVIDE INDIVIDUAL PULLS 410001 FOR EACH PANEL OF SLIDING DOOR SLIDING DOORS WITH NO LOCKS 3/4" PARTICLE BOARD LAMINATE WITH MELAMINE FINISH (TYP. AT CABINET INTERIORS) PROVIDE RECEPTICAL IN EVERY OTHER BALLAST BOX. JEWELERS SINK - SEE Fl FOR DETAILS. SONIC CART - SEE FI FOR DETAILS. FIXTURE DESIGNATIONS O = STAND UP UNIT O = STAND UP DRAWER UNIT O = SIT DOWN UNIT O = SIT DOWN PHONE UNIT O = SIT DOWN DRAWER UNIT Qi el 9 'T RECEIVED CITY OF TUKWILA JAN - 9 2003 WORKROOM DESK 4 CENTER FILE CABINET - SEE AS FOR ELEVATION. CITy oF VPROVEnijilA FEB ` 3 2003 k 4.1,„0 ` ice, Desgn sod constrva.on aoe.etsms Se eeftrueWleS of sake e/e wren a corldnsec sod risme, the popery d Ifersenwn Arceitects. Tee rse of Ms deur and these eoeestruenec aoees.snts for pexposes our( thee the spectbe pr oject noosed neve, es stricty probDitsd web* t .apressaa 'rotten consent of fursexeoar. Date !Issue ;2 - 25 - 02 BID/PERMIT Drawn By: • • • • • • • • Project No.. it ‚VA HERSCHMAN ARCHITECTS I N C O R P O R A T E D 2 3 6 2 5 COMMERCE PARK CLEVELAND, OHIO 4 4 1 2 2 PHONE 216 - 464 -4144 FAX 216- 464 -6592 E -MAIL: mailboxlip herschmanarchitects corn cQ3-°°7 F2 5K "1810 } co Q 0) cr Q z a 0 J a w z 2H= W W < W ? LL! = O IJ OchW 0 co to o THIS DRAWER TO HAVE 12 STORAGE COMPARTMENTS COMPUTER $ TELEPHONE SUPPLY oI I THIS DRAWER TO HAVE 12 STORAGE COMPARTMENTS - - I I I , — - - ° I ADJUSTABLE -LINE MyLTIPLE 5 MM I o c= -� ALL DRAWER FACES TO BE PL r- ALL DRAWER FACES TO BE PL — SHELVES HOLES DIAMETER WITH PINS) 2 ON IV (MINIMUM o DRAWERS <- �T - � - DRAWERS - -7 i O iv 1 CASH WRAP 10 REMOVABLE BOXES N.T.S. 9 10 CASH WRAP SECTION /DRAWERS I" = I -0„ I" . I' -O" 2 ' -0' • n 5" X r 3/4" x 11/2" MAHOGANY BULLNOSE N CASH WRAP SECTION /SHELVING 3/4" x 11/2" MAHOGANY SULLNOSE MAHOGANY VENEER FINISH: VM 2" DIA. PLASTIC GROMMET CUT 3" WIDE OPENING IN VERTICAL PARTITIONS FROM 2' -3" AFF TO UNDERSIDE OF COUNTER FOR ELECTRICAL ACCESS (TYP.) LAMINATE BLACK GLOSS: L -2 REMOVABLE ACCESS PANEL MAHOGANY VENEER FINISH: VM -2" DIA. PLASTIC GROMMET — CUT 3" WIDE OPENING IN VERTICAL PARTITIONS FROM 2' -3" AFF TO UNDERSIDE OF COUNTER FOR ELECTRICAL ACCESS (TYP.) ADJUSTABLE SHELF ON 12" RECESSED SHELF STANDARDS 2" SPACE BETWEEN BACK OF DRAWER AND BACK OF CABINET LAMINATE BLACK GLOSS: L -2 REMOVABLE ACCESS PANEL O fY 1 314' 2" 34" 1 6' 4 TYP. I 2' -2" ANGLED I I II I ! I I = ,a 3%4' VERTICAL SURFACE TO BE L -5 I' -6" 5/4" 1 -IC° 1' -10" PLASTIC 3/4' • 6'40' II V2' 8'-0" 'i II ALL 40RIZONTAL WORK SURFACES TO BE LAMINATE L -3. \ \\ II I 12 STORAGE II COMPARTMENTS I - IN TOP DRAWER II I 3/4" _ II 1/2" _ 5/4" 9/4" 8' -O" i t I I 3 1 -10' OMPUTER JUNCTION GROMMET / BOX LOCATION (TYP.) I' - 10" 2' DIA PLASTIC 6R0! ET- (TYP FOR TAO) 11 3/4' 8' -0" CASH WRAP 5 PLAN I" = I -0" 5/4" MAHOGANY BULLNOSE \--MAHOGANY VENEER FINISH: VM 3/4" MAHOGANY BULLNOSE MAHOGANY BASE 8' -0" CASH WRAP 6 FRONT ELEVATION I" = 1' -0" 8' -0" CASH WRAP 7 REAR ELEVATION I" = ' -0" 1'-6" f/ 3/4" LAMINATE BLACK GLOSS - L -2 --- 3/4" MAHOGANY BULLNOSE PLASTIC GROMMET 1 5" WIRE PULLS BLACK FINISH. J ALL LOCKS BY - BEST (TYP.) 9/4" 1•-b" — 1 -31/4" 3/4" ANG. 1' -4" 2" 3/ 3/4' 2' -O" ANGLED 4 3/4" x 11/2" MAHOGANY BULLNOSE MAHOGANY VENEER FINISH: VM ADJUSTABLE SHELF ON 12" RECESSED SHELF STANDARDS WITH EDGE BANDING: VM ALL DRAWERS SHALL BE ON METAL GLIDES MAHOGANY BASE AND SULLNOSE 2 , -0" 2 ADJUSTABLE SHELVES ON IN -LINE MULTIPLE HOLES (MINIMUM 5 MM DIAMETER WITH PINS) I" = I' -0" CASH WRAP SIDE ELEVATION = 3/4" MAHOGANY BULLNOSE fV MAHOGANY VENEER FINISH LAMINATE BLACK GLOSS O iv MAHOGANY BASE AND SULLNOSE ALL HORIZONTAL WORK SURFACES TO BE LAMINATE: L -3. 3" WIRE PULLS BLACK FINISH. ALL LOCKS BY BEST (TYP.) THIS DRAWER TO HAVE 12 STORAGE COMPARTMENTS ALL DRAWER FACES TO BE VM ALL DRAWERS SHALL BE ON METAL GLIDES MAHOGANY BASE AN BULLNOSE 5/4" 3' -0" CASH WRAP 1 PLAN I . MAHOGANY VENEER FINISH: VM r 3/4" MAHOGANY BULLNOSE LAMINATE BLACK GLOSS - L -2 3/4" MAHOGANY BULLNOSE 3/4' 2 3/4" MAHOGANY SULLNOSE 3' -0" CASH WRAP FRONT ELEVATION 1" =I -0" 7 0 O J DRAWERS I' -I 3/4" VERTICAL SURFACE TO BE L -5 st— ■ i 1' -8" rv- 3 5/4" 3'-O' MAHOGANY BASE 3' -0" r 5/4" 3' -0 "CASH WRAP REAR ELEVATION PLASTIC GROMMET 12 STORAGE COMPARTMENTS IN TOP DRAWER F es 3/4" x 11/2" MAHOGANY BULLNOSE MAHOGANY VENEER FINISH: VM ADJUSTABLE SHELF 14 JAN - 9 2003 PERMIT CENTER COMPUTER JUNCTION BOX LOCATION (TYP.) MAHOGANY VENEER FINISH: VM cry Ars `3 3 RECEIVED CITY OF TUKWILA Deign aim couatreeuoe eoexoeets as IntruresMS of service We wren ▪ eeelieeeoe ant/ mew* ere wagon, of Iiersursen Ardrtrtects. Tee me of W* do*. W fires- cmtsettrction documents for purposes outer than tf+e Specdc pr OAC: named =sr et' 4 strcty pro►4.tea e.taont e.presse0 ✓ '• ° °M censer• ± r “ ers . rs - Date I Issue i2 -23 -02 BID/'PERMIT • • • • • • • • F3 Drawn By: SK Project No 1810 1/1 HERSCHMAN ARCHITECTS I N C O R P O R A T E D 2 3 6 2 5 COMMERCE PARK CLEVELAND, OHIO 4 4 1 2 2 PHONE 216- 464 -4144 FAX 216 - 464 -6592 E MAIL mailboxa her schmanarchitects.corn • I SIGN SCHEDULE 616N TYPE 81 LOGO LIGHT sox OTT 2 lSI6H TYP♦!: n LO60 LIGHT 50 QTY a 8164 TYPE *5 ILLUMINATED BLACK L060 BOX W/2 PL 13 FLUORESCENT LAMPS QT~: 4 SIGN TYPE 114 BRASS PLAQUE WITH LOGO ETCHED QTY: 0 5164 TYPE *5 BRASS PLAQUE WITH LEI. ttKS TYPE 5A_ 2. TYPE 515= 3. SI614 TYPE *6 WA SIGN TYPE •'T REVERSE CHANNEL BACKLIT LETTERS CCE SH SD -2. QTY: SIGNAGE NOTES I. THESE PR' SNGj DES:.R' THE DESIGN INTENT. SIGN FABR,GA TC REPARE FINAL SHOP DRA,4INGS FOR APPR C VAL B'e THE ARCHITECT AND LANDLOR ' PROR 'O FABR,GATION 2 A QUARK EXPRE_5 FILE f5 AVAILABLE TO TrtE FABR.GAT, OR T :S FILE CONTAINS THE IDENT LETTERS BOX AND CUSTOM - L= . 3. THE CUSTOM 'L° LETTER HAS RAGGED EDGES 4. A— LLUMINATED SIGNS SMALL BE UL APPROVED 5. LABELS OR DENTIFICATION OF THE FAER ,-A -OR SHALL NOT BE VISIBLE ANYeiHERE ON THE - SIGNS • 4 / D 1 . -6" II I /2" q1 /2" 9 3/4" I' -2 3/8" E I SIGN #5 11/2" = r -0" I' -I " SIGN #4 11/2" = I' -0" TYPE A CONSTRUCTION MOUNTING DESCRIPTION CONSTRUCTION MOUNTING I` I /8= WHITE LEX.AN DIFFUSER PANEL - TOP AND BOTTOM RECESSED 314°. MOUNT TO LIP (I/2" X 1/2' ANGLE) W/ 2/5 TAPE 2 EA. PL15 FLUOR FIXTURES, •BLH 13 - AMPS EA. 120V, 60 HZ. ATTACH TO MOUNTING BRACKET. 1/4" BLACK ACRYLIC WITH CHEMETAL * POLISHED BRASS LAMINATE ON FACE. ROUTED OUT "DIAMOND ", LETTERS AND BORDER. MATTE BLACK RETURNS ON "DIAMOND ", LETTERS, AND BORDER. METALLIC BRASS PAINTED RETURNS ON PLAQUE. A40 ALUM. PANEL PAINTED MATTE BLACK APPLIED TO THE BACK OF ACRYLIC PLAQUE. TYPE A - MOUNTED TO GRANITE WALL SURFACE. REFER TO ELEVATION SHEET A4 FOR LOCATION. NON- ILLUMINATED ACRYLIC PLAQUE WITH POLISHED GOLD LAMINATE ON FACE. METALLIC GOLD PAINTED RETURNS. PLAQUE TO BE I/8" BLACK ACRYLIC WITH CHEMETAL *1103 POLISHED GOLD LAMINATE ON FACE. ROUTED OUT "DIAMOND" PAINTED METALLIC GOLD RETURNS. MATTE BLACK "DIAMOND ". FOAM TAPE AND SILICONE MOUNT. REFER TO ELEVATION SHEET A4 FOR LOCATION. F .063 ALUM. FACE FINISHED BLACK POLYURETHANE MOUNTS TO .063 ALUM. BACK r / 4 SET SCREWS - 2 EA SIDE. PUSH THRU LO60 MADE FRO-A I/2' THIGH CLEAR ACRYLIC BACKED W/ Iry I /4' WHITE ACRYLIC PL EXI .063 ALUM. MOUNTING - BRA W/ 4 SET t S CREWS - 2 EA SIDE. TYPE B CONSTRUCTION 1/4" BLACK ACRYLIC WITH CHEMETAL * POLISHED BRASS LAMINATE ON FACE. ROUTED OUT 'DIAMOND ", LETTERS AND BORDER. MATTE BLACK RETURNS ON "DIAMOND ", Lt1 i IRS, AND BORDER. METALLIC BRASS PAINTED RETURNS ON PLAQUE. .040 ALUM. PANEL PAINTED MATTE BLACK APPLIED TO THE BACK OF ACRYLIC PLAQUE. MOUNTING TYPE B - MOUNTED TO WOOD VENEER WALL SURFACES. REFER TO ELEVATION SHEET A4 FOR LOCATION. SIGN BOX D63 ALUM. FACE FINISHED 3L A CK POLYURETHANE MOUNTS TO .063 ALUM. BACK A/ 4 SET SCREWS - 2 EA. SIDE LINE OF CLEAR PANEL 13" B I I I I I I I I I I A SIGN #2 3/4" = I'-0" CABINET SECTION DETAIL NOT TO SCALE SIGN #1 3/4" _ 1' -0" 4 1/2" 2 EA_ P.. s3 !FLWRESCENT FIXTURES. ATTACH TO MOUNT P46 BRACKET. .063 ALUM. MOUNTING BRACKET W/ 4 SET SCREWS - 2 EA. SIDE. C I SIGN #3 & ISOMETRIC I I /2" = I' -O" 150 NOT TO SCALE STOREFRONT IOOV PRIMARY POWER SOURCE SEE DETAIL ABOVE. PROVIDE ACCESS HOLE FOR CONNECT. 'ON TO ELECTRIC P SIGNFAGE SLIPS OVER RECESSED CABINET. COUNTERSINK FASTENER' PAINTED AND HIDDEN. INTERNAL LIGHTS AS REQUIRED MOUNTING DESCRIPTION ILLUMINATED SIGN WITH CORPORATE LOGO CONSTRUCTION `DIAMOND MADE FROM I/2" THICK CLEAR PLEXIGLAS WITH EDGES PUSHED THROUGH 516N SOX. SIGN BOX MADE FROM BLACK CHEMETAL 0 105 LAMINATED TO .0g0 6A1,X3E ALUMINUM. ALL EDGES BURNISHED POLISHED AND PAINTED TO MATCH FACE FINISH. I/4' CLEAR PANEL AT BOTTOM OF SIGN BOX - RECESSED UP 3/4'. ILLUMINATE SIGN WITH TWO PL 13 FLUORESCENT LAMPS, U.L. LISTED MOUNTING SIGN VENDOR TO PROVIDE MOUNTING CLIPS TO CONTRACTOR MOUNTING SHOULD ALLOW FOR FAST EASY REMOVAL TO CHANGE BULBS IN STEP _IGHT BEHIND. DESCRIPTION ILLUMINATED SIGN WITH CORPORATE LOGO CONSTRUCTION LOGO MADE FROM 5/4" THICK CLEAR PLEXIGLAS BACKED WITH 1/4" WHITE PLEXIGLAS WITH EDGES PUSHED THROUGH BOX FACE. SIGN BOX MADE FROM BLACK CHEMETAL *108 LAMINATED TO .OqO GAUGE ALUMINUM. ALL EDGES BURNISHED, POLISHED AND LOGO TO BE ROUTED CUT. TRANSFORMER TO BE INSIDE SIGN BOX. MOUNT TO SOFFIT AS ILLUSTRATED (SEE SHEET A1). CITY Of TUKWu APPROAO FEB - 3 2003 p ►r:; ; Lu DESCRIPTION ILLUMINATED SIGN WITH CORPORATE LOGO CONSTRUCTION RECEIVED CITY OF TUKWILA JAN -9 2003 PERMIT CENTER LOGO MADE FROM 3/4" THICK CLEAR PLEXIGLAS BACKED WITH 1/4" WHITE PLEXIGLAS WITH EDGES PUSHED THROUGH BOX FACE. SIGN BOX MADE FROM I/8" ALUMINUM. ALL EDGES BURNISHED, POLISHED AND LOGO TO BE ROUTED CUT. TRANSFORMER TO BE INSIDE SIGN BOX. MOUNTING MOUNT TO GYPSUM WALL BOARD. )03 -007 • Devon are ccastruct,m eou.e S s wstrutae:ds of sconce re one. M Caedithoc• anti ruse t•e property •t Herscheiee Ncefsecti fee use ot ass dosage sad tease cprtetruct°•• •ocusrets to purposes o:•er !non • 1e spect. protect named Mere, ts strictly mottehrt•• ."tsoet O wosseo vow. n cortseot of Nerscheeot =ate 2 -23-02 BID/PEMIT • • • • • • • • Issue Drawn By- 5K Project No 1510 Q CCI CC 3 C) Z J 0Q - J Z u W < Z = � ur = 01— ( i)H Oc W Co (0 Cl) IVA t� HERSCHMAN ARCHITECTS I N C O k P O H A I ED 2 3 6 2 5 COMMERCE PARK CLEVELAND, OHIO 4 4 1 2 2 PHONE 216 - 464 -4144 FAX 216- 464 -6592 E -MAIL: mailbox0 herschmanarChitecIs.com SD1 • do 1 MOUNT TO SUBSTRAIGHT WITH W - BOLTS, NUTS, AND hA S-ERS. STANDOFF FROM WALL TO BE !/2'. CANTILEVERED GONOPY. "GHEMETAL" x!04 BRUSHED LIGHT BRAS ALUMINUM LAMINATE OVER i,'2" PLYWOOD MOUNT TO SUBSTRAIGHT WITH THRi)- BOLTS, NUTS, AND WASHERS. STANDOFF FROM WALL TO BE 11/2 ". a JEWELERS 13'-0 11E5" 16'4>" !'/L JEWELERS i 13' -O I /8" CANTILEVERED GONOPY. "GHEMETAL" #904 BRUSHED LIGHT BRASS ALUMINUM LAMINATE OVER 1/2" PLYWOOD 33' -O" PIN MOUNTED REVERSE CHANNEL 3AGK_IT LE I tKS. BLACK FACE, BACK 3' RETURN. f'IN MOUNTED REVERSE CHANNEL BACKLIT LETTERS. SLAGK FACE, BLACK 3" RETURN. • 4 SIGN BOX ELEVATION 3/4" = I' -O 2 I SIGN BOX ELEVATION 3/4" = I' -O" cr(OfTUKKA APROWD FEB - 3 2043 i �r'i GU X03 - 007 • RECEIVED CITY OF TUKWILA JAN -9 2003 PERMIT CENTER De ve aM cc st eehon doewnents es MKVI/ents a evince re ewes n esehdase• end Naar rho preeerty of Horsehew Aeetetects The use of this de/4n sad these coe trermiee Oceueeets fat purposes weer man Met sprats peopet ee1ee serer $ su.cdy pi Nta.ed n.theut •"pressed ... »ee cae.eeet of He Date I Issue 2 -23 -02 BID/PERMIT • Drawn By: SK Project No.: T.B.A. • • • • • • • z J 0 Q Z 2 cc 0 W Q O U) CO CO HERSCHMAN ARCHITECTS INCCRP0HA I Lt) 2 3 6 2 5 COMMERCE PARK CLEVELAND, OHIO 4 4 1 2 2 PHONE 216 - 464 -4144 FAX 216- 464 -6592 E -MAIL: mailboxI herschmanarchitects.corn SD2