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HomeMy WebLinkAboutPermit D01-373 - DAVID'S BRIDAL1301-373 DAVID'S BRIDAL 17740 SOUTHCENTER PY Tenant: Name: DAVID'S BRIDAL Address: 17740 SOUTHCENTER PY, TUKWILA WA Contact Person: Name: BOB ROBINSON Address: PERMIT PLACE, 37936 23RD PL S Contractor: Name: ARCHITECTURAL INT /CNST SRV INC Address: PO BOX 73397, PUYALLUP WA Contractor License No: ARCHIIC043C1 DESCRIPTION OF WORK: RETAIL TENANT IMPROVEMENT 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 Parcel No.: 3523049005 Permit Number: D01 -373 Address: 17740 SOUTHCENTER PY TUKW Issue Date: 12/28/2001 Suite No: Permit Expires On: 06/26/2002 Owner: Name: MBK NORTHWEST Phone: 206 575 -8090 Address: C/O TRAMMEL CROW COMPANY, 17560 SOUTHCENTER PY Phone: 253 - 661 -1232 Phone: 253 - 848 -5948 Expiration Date: 10/09/2003 Value of Construction: $73,000.00 Fees Collected: $1,332.34 Type of Fire Protection: SPRINKLERS Uniform Building Code Edition: 1997 Type of Construction: Occupancy per UBC: 0023 Curb Cut/Access /Sidewalk/CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N Water Meter: Channelization / Striping: ** Continued Next Page ** D01 -373 Printed: 12 -28 -2001 aJ. �x:''bttO:;At.ia'Nr City of 'i ukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: 14,6kt, Gil 21 -LT;w" Date: .� "� i -4l 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 grantin :. this •ermit does no • - ume to give authority to violate or cancel the provisions of any other state or local laws regulating he per Orman, -Jof work. I am authorized to sign and obtain this development per it. Signature: j'�/ 'l Date: j Print Name: ?i5 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: Devperm D01 -373 Printed: 12 -28 -2001 doc: Conditions City of 'Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 3523049005 Permit Number: D01 -373 Address: 17740 SOUTHCENTER PY TUKW Status: ISSUED Suite No: Applied Date: 11/26/2001 Tenant: DAVID'S BRIDAL Issue Date: 12/28/2001 1: ** *BUILDING DEPARTMENT * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (248 - 6630). 4: All mechanical work shall be under separate permit issued by the City of Tukwila. 5: 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. 6: Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 7: Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 8: 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). 9: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued 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. 10: ** *FIRE DEPARTMENT CONDITIONS * ** 11: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 12: 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. 13: 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) 14: 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. 15: 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) 16: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 17: Maintain fire extinguisher coverage throughout. 18: 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) 19: Exit doors shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load of 50 or more. (UBC 1003.3.1.5) D01 -373 Printed: 12 -28 -2001 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 20: 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) 21: Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its precense would obstruct or render the exit hazardous. (UFC 1203) 22: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (UFC 1207.3) 23: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) 24: Internally illuminated exit signs shall have both bulbs working at all times. (UBC 1003.2.8.4) 25: When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1003.2.8.2) 26: 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) 27: Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot candle at floor level. Fixtures required for exit illumination shall be supplied from separate sources of power for Group I, Division 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC 1003.2.9, 1003.2.9.2) 28: Exits shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar purposes. (UBC 1004.2.2) 29: When two or more exits from a story are required and when two or more exits from a room or an area are required, exit signs shall be illuminated. (UBC 1003.2.8.4) 30: The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of it's failure, illumination shall be automatically provided from an emergency system for Group I, Divisions 1.1. and 1.2 occupancies and for all other occupancies where the means of egress system serves an occupant load of 100 or more. Such emergency systems shall be installed in accordance with the electrical code. (UBC 1003.9.2) 31: 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) 32: Exit doors shall be maintained in accordance with Section 1207. Exit doors shall be maintained in an operable conditino. Doors installed as part of required fire assemblies shall be maintained in accordance with Section 1112.2. (UFC 1207.1) 33: Maintian sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. 34: 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) 35: 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 doc: Conditions D01 -373 Printed: 12 -28 -2001 : ,,rY i u+:,�t lnF:tk�'MY`S84fniL'.i.iFdtii�i: sr1+5fi1` w$.i bYT J... "•" °"",j ,t ..t , £. fix ' doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1901) 36: 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) 37: All control, drain, and test connection valves shall be provided with permanently marked weather -proof metal or rigid plastic identification signs. The signs shall be secured with corrosion - resistant wire, chain or other approved means. (NFPA 13- 2 -7.3) 38: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and #1901) 39: Refrain from blocking sprinkler coverage with shelving. NFPA standard #13 states that any shelving or decks in excess of 4 feet in width will require installation of sprinklers thereunder. 40: An approved manual fire alarm system is required for this project. The fire alarm system shall meet the requirements of the Americans With Disabilities' Act, chapter 51 -20 WAC (Chapter 31 Accessibility), N.F.P.A. 72 and the City of Tukwila Ordinance #1900. 41: The installation of wiring and equipment shall be in accordance with N.F.P.A. 70, Article 760, Fire Protective Signaling Systems. (NFPA 72- 1- 5.5.4) 42: Local U.L. central station supervision is required. (City Ordinance #1900) 43: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #1900) 44: All new fire alarm systems or modifications to existing systems shall have the written approval of the Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1900) (UFC 1001.3) 45: When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Fire Alarm" or, "Fire Alarm Control ". (City Ordinance #1900) 46: Key box - When access to or within a structure or an area is duly difficult because of secured openings or where immediate access is necessary for life- saving or fire - fighting purposes, the Chief may require a key box to be installed in an accessible location. The key box shall be a type approved by the Chief and shall contain keys to gain necessary access as required by the Chief. (UFC 902.4) 47: Where elevators require smoke detectors to initiate recall, the detectors shall report to a fire alarm panel supervised by the City approved U.L. central station. (City Ordinance #1900) 48: Emergency alarm signaling devices required as a result of hazardous materials storage, use and /or handling shall be tied into a fire alarm panel and monitored by a City approved U.L. central station. (City Ordinance #1900) 49: An approved fire alarm system is required for this project. The fire alarm system shall meet the requirements of the Americans With Disabilities' Act, chapter 51 -20 WAC (Chapter 31 Accessibility), N.F.P.A. 72 and the City of Tukwila Ordinance #1900. 50: Duct smoke detectors shall be capable for being reset from the alarm panel. (City Ordinance #1900) 51: Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) 52: Storage may not be closer than 36 inches in all directions to ceiling -hung "Space or Unit" heaters. (UFC 1109.2) 53: Storage may not be closer than 18 inches below sprinkler heads. (NFPA 13, 4 -2.5) 54: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 55: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575- 4407. D01 -373 Printed: 12 -28 -2001 art : . , , traaa' E ` 4,A°il t c&P . -"ta'd `'tottt, awmaminuog ° C ` ° �#+� AS R +• Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating co • ructi• .r the performance of work. Signature: Print Name: doc: Conditions !you - 17 K,L/v.s i Date: 2 zg' D01 -373 Printed: 12 -28 -2001 Project N me /Tenant: . Vi 1)'s 5.0 }A (— Existing use: El Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse El Hospital ❑ Church ❑ Manufacturing ❑ Motel/Hotel ❑ Office ❑ School /College /University ❑ Other Value of Construction: q 5, ()(G) Site Address kide wife number) ) City State /7_i : I 7 7� C (inc 'G'Y'W /,)Le /4 /4 la y /MI), , t' ( i4 - C ! 7( g ) Tax Parcel Number: Property Owr e r: r J 7 1 imyr) ({ 6/6)60 A $K IV6 rill ikes Will Will there be rack storage? ® yes ❑ no Phone: ` Z � - _Pa V f �1 Ala( e 5 .� 4.e' Street Address: JJ� I 7 5W 3 ✓14001, J v kwa(,( ity State /Zip: 77 kip 1 /f Lyn 1W Fax #: 5Z?, -6 . -/33 I Contractor: /v y ', Phone: Street Address: City State /Zip: Fax II: Architect: Dr 0(( 0 1 ' 0 Phone: 1 / - &lc " 33 5-- Street Address: C i ty - Z S /Zip: o'23 Iv �l� Sr. 5'c9lte 2f ( 'o sd4' A Z s `S Fax #: (l'9 - -6 / 6 f b Z6q 1YY1 � ,� . f� 1. v Phon eD2 - 6 -5 Stre Address: 'Z e. Ket D r- ?h nteiwe If - City State /Zip: Fax it: 4,,0 z - 47k - os`3 Contact ers n: t(' /�/� /�M r b 'No 9) } mo1 1 �- r / 1 •� G�, t i- P in l.. _ Phone: `� / / " �/7/ 7 - J -6 ( -12-32--- 1 Street Address: City State /Zip: 3 743 23 ✓t^ p 1 5 red e a (ti(9a -4( U 1' ') '77 Fax II: 25 to - lever/ ( Description of work to be done (please be specific): 9 2_g 2 - Sfa F7" f2t1 /t-- - revel-Kt Z,, -c. '31 Sq FT ' £ 'I' ,t? Existing use: El Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse El Hospital ❑ Church ❑ Manufacturing ❑ Motel/Hotel ❑ Office ❑ School /College /University ❑ Other Proposed use: fa Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse El Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Building Square Feet: ) 2 42-1 existing No. of Stories: l Area of construction (sq ft): I 2- q 2 / Will there be a change of use? ❑ yes ❑ no If yes, extent of change: (Attach additional sheet if nec F TUKWILA NOV 26 ?M1 Will Will there be rack storage? ® yes ❑ no Existing fire protection features: ,® sprinklers XI automatic fire alarm ❑ none ❑ other (specify) F`Cf1i1i11T CENTER Will there be storage of flammable /combustible hazardous material Attach list of materials and storage location on separate 8 1/2 in the building? ❑ yes , no X 11 paper indicating quantities & Material Safety Data Sheets Commercial / Multi - Family Tenant Improvement / Alteration Permit Application CITY OF TUK ' Permit Center 6300 Souehcenter Blvd., Suite 100 Tukwila, WA 98188 (206) 431 -3670 f � Project Nuniner: Permit Number: Dop 373 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ 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): ❑ 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 clays 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: ll- 6 -O Date application expires: Application taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM / 1/30/00 fi/wrntir.(kw BUILDING OWNER OR AUTHORIZED AGENT: Signature. v- -() (- hi V Date: I 1 l2 / I ! Print name: `� �' �� �� 14'� SGT ( I l�') t fJ G �� .... Phone:. Z y .._4,4, .._4,4, l I Z 3 `z Fa 1 _ z . / _ ,, / r : . c l Address . 70 (< 2 3 /cp tJ) . City /State /Zip / a I Wait,/ 1t4 - 6N APPLICATI . S MUST BE SUBMITTED WITH THE FOLLOWING: ,,g I N S s pal E STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL Nutt OIt • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ,t!!.1 ❑ 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) Z 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 t.- W 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 U 0 12. Lowest finished floor elevation (if in flood control zone) to 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). J = ❑ Floor plan: show location of tenant space with proposed use of each room labeled w ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of 2 a 5 ny hazardous materials; dimensions of proposed tenant space. u.. Q ❑ Vicinity Map showing location of site = CI �w CI 71 = Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack Z 1 — layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of Z O rack. Structural calculations are required for rack storage eight feet and over. UJ J ❑ Indicate proposed construction of tenant space or addition and walls being demolished U 0 _ ^ ❑ Construction details w w 71 ❑ 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 Z sprinkler system design criteria as identified by the Fire Department. U to 0~ 7 ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ ( P33 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. ❑ 71 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 I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. I I/30/00 cIper aU.duc ;;k :4G11i. 1.) Z *j At* *•k* ** * * *** " *•k* k * * * k *•k * * *** * * ** k ** **** * *•k k * *•k•k•k * * *•k * * ** *:;,4 ITS. OF TUKWILA, WA TRANSMIT ** tfc k** 'k*k •k***•It*A* * *•k *`'At *** ** k• k**** **! t*• k* **•k " * ** *•k* **•k•k * *•k* *il- etc* kk " k TR ANSMIT . Number :. R0101490 Amount 523.09 11/26/01 11:10 `ayment; Method: CHECK , Notation: PERMITS PLACE Init: KAS Permit No: D01-373 Type :DEVPERM DEVELOPMENT PERMIT Parcel No: 352304-9005 S ite Address 17740. SOUTHCENTER r PY Total Fees: 1,332.34 Th is Payment 523.09. Total ALL Pmts: 523.09 Balance: 809,25 e; * * * . * * * *• * * * * * * * *,. *** • * * * * * * * * ** • ** • * * * ** •*• * * * * ***•* • * ** • *a- * ** ccount' Code Description Amount 0/345.830 PLAN CHECK - NONRES 523.09 iF�tYp "djj j �7`:Jiau Tn ."y x t 3 • :0,74 id/27 97i6 TOTA1. 5 v M O9 j' 411 �V41h`+ �R �ST���M TRANSACTION LIST: ACCOUNT ITEM LIST: doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 3523049005 Permit Number: D01 -373 Address: 17740 SOUTHCENTER PY TUKW Status: APPROVED Suite No: Applied Date: 11/26/2001 Applicant: DAVID'S BRIDAL Issue Date: Receipt No.: R010001591 Payment Amount: 809.25 Initials: KAS Payment Date: 12/28/2001 01:08 PM User ID: 1684 Balance: $0.00 Payee: AIC SERVICES INC. Current Pmts Amount Type Method Description Payment Check 13169 809.25 Description BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 Account Code 804.75 4.50 Total: 809.25 2136 12/31 9716 TOTAL 809.25 Printed: 12 -28 -2001 his..�S7m`.i : = k1 it ;, u.:P .: ...,a.. :�:.,:fi -P.= i \ � o Type of Ins ion: ital.... pi Address: p t s .c • ( L.c. _ Date called: 21 c.2 Special instructions: U,U Cd Al �. Date wants a.m. l°a Ii Requester: Phone: wed INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION .RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. p^ COMMENT(1) LC k �t ( Ud�L -. a erwk rrev - I .:d. ,_ 1c. --( L Inspe tor Nom- ` 7.00 REINSPECTION EE REQUIRED. Prior o inspection, fee must be paid 6300 Southcenter Blvd., Suite 100. Call to s hedule reinspection. l�ecel� No: Date: -- U Z Date: � � 1 � ; !" s :,'t � r. r;^; �'r H � ,t ii.^,"4:':'. f aii:ic:.'�:i:lu : ":s.t.�` :j. °� s ".`'. !r5%21:c :: . 1 ;," .4% Z. Z I • • H W `. U = UO . W I u. w O Q 2 Q LL< I F- _ Z � 0 Z uj �p U O N 0 H W r . U. O . .. Z N . 17- 1 O z COMMENTS: L d z.. ,q)7/1 K/...)r? /)CS LJ/ C c, j >-- /.t /e V i c;0 -."() g : ,-2a o - - T A j ,,. ) - / -- e-; „i A g r -' Date called: ( -;2_'Y . Special instructions: .i. Date wanted: �, . ..2 -- / a.m. p.m. Requester: Phone: 7 c 5!h d k r /.)c itrA /d ,' _ —^ -r...5--/i ;v -.--. Pro ect: -AV IL L5 812.22 F 2 L Type of Inspection: k" A/pe? / Address: -- / ?7 :5' P,e Wr Date called: ( -;2_'Y . Special instructions: .i. Date wanted: �, . ..2 -- / a.m. p.m. Requester: Phone: INSPECTION NO. Approved per applicable codes. Inspector .00 REINSPECTIO at 6300 Southcenter BI Receipt No: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Date: (206)431 -3670 ,Corrections required prior to approval. Date: / 7 .l.� .�s.t. /r,t . .- / f�,?! FEE REQUIRED. Or to inspection, fee must be paid 1., Suite 100. CaH'to schedule reinspection. <: : 1Y''`ti� ?:'.`'. `}cc4.b2leP. > ✓;w >:<Ssia:aHa.Y�� (: ir J/' Jy�' tsi: tWi� in7.': M i�L.. kW` A. tlx: ttlt iSkl ,i.�:.�t. +al.e.Y:: }� + rii'vr)'. �'.fiY:%!4i.t. P j t: � �V � s 32 '1 1.......... Type of Inspection: Si S pr ( / Address: d 7.77io sc /2�` Date c alled a ; - Oa pecial instructions: . Date wanted: cO ``-'rD: p.m. Req te r: vL P .94 3 ir:d6 ^ 6/10 INSPECTION RECORD etain a : copy with permit INSPECTION CITY °OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 (206)431 -3670 COMMENTS: I pecto : 44/14R ,61-4 Date: $• .00 REINSPECT, N FEE REQUIRE q' Prior to inspection, fee must be paid t 6300 Southcente Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Approved per applicable codes. El Corrections required prior to approval. '..`�.� F.4.:a.": `..�,.;.........t.r.'srr: .' '..,,_r: } ':.�aa:::vi:is�'.irsf�icr....;. Fti�m::..««..: C�= vA7: xe'; �. w.wc.:Y!.:�.�tixa�dii�:�..:c�D'� oject: : ;::., . v . t S � ,�,1C Tyg ,of Inspection: - - 1¢—kt ddress: ' : `t` Lf S:C.. P 1, Da_e called: 1 /0 2-. 'Special instructions:.. r. •, ( 1 fail'14— Date wanted: a. m ` 1 � � ��� f11'� Requester: PetAA Phone: Q53 LeO(Q 413 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION , 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. j Corrections required prior to approval. COMMENTS: i. Date: %$47.00 REINSPECTION FEE REQUIRED. fP rior to inspection, fee must be paid at 6300 Southcenter Bid., Suite 100. Cali to schedule reinspection. Receipt No: Date: INSPECTION RECORD Retain a copy with permit (206)431 -3670 idi2iv:),•3.:hie.`i e1,4`,k x'- P,tgjec �� a T pe o Inspeciio&n. �� l 1 A7 r n So ! 7 t _J C � � Date called: 1 ,0 / 6Z Special instructions: • y Date wanted: (/ a m V24/z- p.m. Requester: .0 Phone: 25 5 6.0-b4/3 INSPECTION NO. CITY, OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: .iarr. .t�i.n w spector: rd147.00 REINSPECT! at 6300 Southcenter Receipt No: � Date: NE REQUIR I. Prior to inspection, fee must be paid lvd., Suite 100. Call to schedule reinspection. Date: 1r4i•21. � +F irib ,frk�{ 1 'S`aCC Mi -S } w7il..a+ atA�r':u:rx ib INSPECTION RECORD Retain a copy with permit INSPECTION NO. • C ITY OF TUKWILAtSUILDING DIVISION .6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. PERMIT NO. (206)431 -3670 Type o 1 spection: Date called: Date wanted ? P ne• Corrections required prior to approval. COMMENTS: f.E-1a -6 Ls^ :l k n ice/ ��� J41:1�� (IAA t 1-- o r. crv- UJ/ �•. ra►eP2 innspect r: RecO pt No::. : 7.00 REINSPECTION 1 E REQUIRED. rior to inspection, fee must be paid a(6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Date: 1 Date: ; 'la. :.„� ^ sC...'..[i;i ,. (1.Ci.4tY'44 ..+F31 ! 1 of COMMENTS: . rI6tCc1 f 1)sie SS rN 6 • Acorn evil/ / Gi/' 1/1 NO Address: t 7t- 1) Sc . Pk c7 /Q ' .4 Ai I•',e9r 4.//e) / / c /i• S f t✓ /DOrn$ "I/.5 0 zu 1 7 4f47 E 7/ -4" ms' I Project: / ►. t ' , rI6tCc1 nspection: / ra„ith I/79- 1ml- .z Date called: , /57-'`1 Address: t 7t- 1) Sc . Pk Special instructions: ' � /� .ml Date wanted; / ` / — i& - t"/2._.. p.m. Requester /4 Ph c — / Inspe Approved per applicable codes: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 tor: \LA PERMIT NO. (206)431 -3670 Corrections required prior to approval. Date: G $47.00 REINSPECTION E REQUIRED. P rior to inspection, fee must be paid at 6300 Southcenter Blvd., uite 100. all to schedule reinspection. Receipt No: Date: Pro ct: ` 1 ' �j � Type Ins� / o�t:� Ad re s : - d C � PLAJ! lled: Dat ca CE pecal instructions: Date wanted: r ,�. - � . • ..� Requester:. .. . . w... Pho I INSPECTIO NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: cC 5 /0,3 El $47.00 REINSPECTIO VE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suitel00. Call to schedule reinspection.. Receipt No: Date: 4:011 Ar INSPECTION RECORD Retain a copy with permit (206)431 - 3670'. Corrections required prior to approval. . k.; m,:. n�ln.. ivwix. r. C :' L� Si , a S u aSt r di :n, ri l : . 'si^1+ l« ':� : i kk. :i N. , .t o.r t. '�k ,uL ^ .. ' k �r' CY. � 1 s .: ' s a r i-: . �o i 1: , gJ, Vi. zt..:t 3. W r`'ai2.�,X= :C,ii.«; %,u;�;t$il' ,r., x,vn� 3e,li3t.n"irt;i. Needs shift inspection Approved without correction notice ' Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: FI NALAPP.FRM 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 Guy of Tukwila Fire Department roj ect Name t V161' 132 t Ia�L :- = Address s /77 S© .S- t f TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM 4. . m,r , ,07 T;n,.:e.*'.+ TE °l,if iv � { ,0,0 (�. yY , - Steven M. Mullet, Mayor Thomas I? Keefe, Fire Chief Permit No. 0 1-- 373 Suite # Project Info Project Address i I - '1 - / L s� C ' - ef r j)J(f / l -( Date i f / j ( i dl i ng ( O K A T t t4 1,0\ o o tg For Bull Department Use Applicant Name: ID c U la 1 D fr i) Applicant Address: (190 I ivigh N„ ., < f , C.F' n$')txko ph, " Applicant Phone: 4 /, O e1/3 &3 7 Alteration Exceptions (check appropriate box) D No changes are being made to the lighting • Less than 60% of the fixtures are new and installed lighting wattage is not being increased Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Wat F 6 RM1 Propoe Pf e(AC• ruweeLppiriroar I& 5 3 q /5385 145a bptvk) I:1 cu.bi-- - 2-to 5 tt 2 , 5 I3DD Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts / �5� g g Allowed Watts Area in ft2 Allowed Watts Location Description per ft2 or per If (or If for perimeter) x ft (or x If) Covered Parking (standard paint) 0.2 W /ft Covered Parking (reflective paint) 0.3 W /ft Open Parking 0 W /ft Outdoor Areas pp, �^1 ' 0.2 W/ft Bldg. (by facade) �a s L(1 i2( I _. 0.25 W /ft 5 0/ 7 " \ Bldg. (by perim) 7.5 W /If Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watts •Z/ T v _ — Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed () S (e'j L! 5a 0 Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts 2„,1..)0 a CITY OF TUKWILA Lighting Summary LTG -SUM 2001 Washington state Nonresidential Energy Code Compliance Forms Buildin • Division June 2001 - KJM Proj 6/}s ct Des ri tion 4 rt� /6 - .fl Oz. LPe- 0 New Building 0 Addition Ai Alteration Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Location (floor /room no.) Occupancy Description �.�kt 1 2(� Allowed Watts per ft " ( - S" r t, Area in It 212- • /1 From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts � I Alfowed5i'AfeA" REC Maximum Allowed Lighting Wattage (Interior) FILE COP'' Notes: 1. Use manufacturer's listed maximum input wattage. For hard -wired ballasts only, table in the NREC Technical Reference Manual may also be used 2. Include exit lights unless less than 5 watts per fixture. Proposed Lighting Matta ge (Interiar}ist all fixtures. For exempt lighting, not exception and leave Watts /Fixture blank. Maximum Allowed LihtinWattage (Exterior) Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, t Proposed Li:?htin Wattage (Exterior) default table in the NREC Technical Reference Manual may also be used. EIVED thCdTfYui0F TUKWILA NOV 26 2001 CENTER vi;;l.'�SJ:�,."•:�.4�. ° '; L. a< t�$, ofo;. «tiAie:�icl3J6SidxL1Y:¢t!`! t-atil SLYk ,:eik,,td "vC .LP f"JFnU:�,L!`:H�rtA�Aly y tci :o Kd V c74 .ali v _ — Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed () S (e'j L! 5a 0 Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts 2„,1..)0 a CITY OF TUKWILA Lighting Summary LTG -SUM 2001 Washington state Nonresidential Energy Code Compliance Forms Buildin • Division June 2001 - KJM Proj 6/}s ct Des ri tion 4 rt� /6 - .fl Oz. LPe- 0 New Building 0 Addition Ai Alteration Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Location (floor /room no.) Occupancy Description �.�kt 1 2(� Allowed Watts per ft " ( - S" r t, Area in It 212- • /1 From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts � I Alfowed5i'AfeA" REC Maximum Allowed Lighting Wattage (Interior) FILE COP'' Notes: 1. Use manufacturer's listed maximum input wattage. For hard -wired ballasts only, table in the NREC Technical Reference Manual may also be used 2. Include exit lights unless less than 5 watts per fixture. Proposed Lighting Matta ge (Interiar}ist all fixtures. For exempt lighting, not exception and leave Watts /Fixture blank. Maximum Allowed LihtinWattage (Exterior) Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, t Proposed Li:?htin Wattage (Exterior) default table in the NREC Technical Reference Manual may also be used. EIVED thCdTfYui0F TUKWILA NOV 26 2001 CENTER vi;;l.'�SJ:�,."•:�.4�. ° '; L. a< t�$, ofo;. «tiAie:�icl3J6SidxL1Y:¢t!`! t-atil SLYk ,:eik,,td "vC .LP f"JFnU:�,L!`:H�rtA�Aly y tci :o Kd V c74 .ali a CITY OF TUKWILA Lighting Summary LTG -SUM 2001 Washington state Nonresidential Energy Code Compliance Forms Buildin • Division June 2001 - KJM Proj 6/}s ct Des ri tion 4 rt� /6 - .fl Oz. LPe- 0 New Building 0 Addition Ai Alteration Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Location (floor /room no.) Occupancy Description �.�kt 1 2(� Allowed Watts per ft " ( - S" r t, Area in It 212- • /1 From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts � I Alfowed5i'AfeA" REC Maximum Allowed Lighting Wattage (Interior) FILE COP'' Notes: 1. Use manufacturer's listed maximum input wattage. For hard -wired ballasts only, table in the NREC Technical Reference Manual may also be used 2. Include exit lights unless less than 5 watts per fixture. Proposed Lighting Matta ge (Interiar}ist all fixtures. For exempt lighting, not exception and leave Watts /Fixture blank. Maximum Allowed LihtinWattage (Exterior) Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, t Proposed Li:?htin Wattage (Exterior) default table in the NREC Technical Reference Manual may also be used. EIVED thCdTfYui0F TUKWILA NOV 26 2001 CENTER vi;;l.'�SJ:�,."•:�.4�. ° '; L. a< t�$, ofo;. «tiAie:�icl3J6SidxL1Y:¢t!`! t-atil SLYk ,:eik,,td "vC .LP f"JFnU:�,L!`:H�rtA�Aly y tci :o Kd V c74 .ali Use' LPA` (W /sf) Use' LPA` (W /sf) Painting, welding, carpentry, machine shops 2.3 Police and fire stations' 1.5 Barber shops, beauty shops 2.0 Atria (atriums) 1.0 Hotel banquet/conference /exhibition hall'' 2.0 Assembly spaces', auditoriums, gymnasia heaters 1.0 Laboratories 2.0 Group R -1 common areas 1.0 Aircraft repair hangars Cafeterias, fast food establishments' 1.5 1.5 Process plants Restaurants/bars' 1.0 1.0 Factories, workshops, handling 1.5 Locker and /or shower facilities 0.8 Gas stations, auto repair shops 1.5 Warehouses ', storage areas 0.5 Institutions 1.5 Aircraft storage hangars 0.4 Libraries' Nursing homes and hotel /motel guest rooms 1.5 1.5 Retail retail banking Parking garages 1.5 See Section 1532 Wholesale stores (pallet rack shelving) 1.5 Mall concourses 1.4 Plans Submitted for Common Areas Only' Schools buildings (Group E occupancy only), school classrooms, day care centers 1.35 Main floor building lobbies' (except mall concourses) 1.2 Laundries 1.3 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Office buildings, office/administrative areas in facilities of other use types (including but not limited to schools hospitals, institutions, museums, banks, churches) 1.2 CITY OF TUKWILA 2001 Washington State Nonresidential Energy Code Compliance Forms TABLE 15 -1 Unit Lighting Power Allowance (LPA Buildin • Division Lighting Summary (back) LTG -SUM June 2001 • KJM Prescriptive Spaces Qualification Checklist Note: If occupancy type is "Other" and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly Indicate these spaces on plans. If not qualified, do LPA Calculations. Occupancy: 0 Warehouses, storage areas or aircraft storage hangers • Other Lighting Fixtures: 0 Check here if at least 95% of fixtures In the space meet all four criteria: 1. Fixtures are fluorescent, non - lensed, with only one or two lamps, and 2. Lamps are T -1, T -2, T-4, T -5, T -6, T -8 3. Lamps are 5 -50 Watts, and 4. Ballasts are electronic ballasts 5. Exit lights < 5 watts /fixture 6. Screw -In compact fluorescent fixtures do not qualify Footnotes for Table 15 - 1 In cases in which a general use and a specific use are listed, the specific use shall apply. cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3). Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Includes pump area under canopy. 7) In cases in which a lighting plan is submitted for only a portion of a floor, a Unit Lighting Power Allowance of 1.35 may be used for usable office floor area and 0.80 watts per square foot shall be used for the common areas, which may include elevator space, lobby area and rest rooms. Common areas, as herein defined do not include mall concourses. 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, lighting for free - standing display where the lighting moves with the display, and building showcase illumination where the lighting is enclosed within the showcase 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 floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. - •.�+e+etaR'Sw'tf%�,'RJ.;?. :. '::'t54r rtFr.- <,w,_.. CITY OF TUKWILA Lighting Power Allowance Adjustments LTG -LPA 2001 Washington Slate Nonresidential Energy Code Compliance Forms Project Address Date Building Division 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 location on LTG -SUM. Adjusted Lighting Power Allowances (Interior) June 2001 - KJM 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 ft2 ** From Table 15 -1 based on exceptions listed in footnotes trtiSJA:e ' :hu+.:e3 Lighting Permit 2001 Washington State Nonresidential Plans Checklist Energy Compliance Forms LTG -CHK June 2001 - KJM /r Code Project Address lh y l`1 S P rill ttA 17' (D c I pni-p tw 4/W — 040.1a Date II/26k/ in the The following information is necessary to check a lighting permit application for compliance with the lighting requirements 1994 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Require( . • Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) pg 1513.1 1513.1 Local control /access Schedule with type, indicate locations (% 2 J PS Area controls Maximum limit per switch 3• e G 1513.3 Daylight zone control Schedule with type and features, indicate locations -1 e ✓ Q vertical glazing Indicate vertical glazing on plans - , ) 7 17_ overhead glazing indicate overhead glazing on plans p 1513.4 Display /exhib /special Indicate separate controls el ' I 84 1513.5 Exterior shut -off Schedule with type and features, indicate location 5 (a) timer w /backup Indicate location .�i3' A_ (b) photocell. Indicate location N 15 1513.6 Inter. auto shut -off Indicate location 11 9S 1513.6.1 (a) occup. sensors Schedule with type and locations CZ', � 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans r- 4 1513.7 Commissioning Indicate requirements for lighting controls commissioning n.a. Lighting Sum. Form • Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture Elec motor efficiency MECH -MOT or Equipment Schedule with hp, rpm, efficiency CITY OF TUKWILA If "no" is circled for any question, provide explanation: Building Division �u =sir CITY OF TUKWILA Lighting - General Requirements 1513 Lighting Controls. Lighting, including exempt lighting in Section 1512, shall comply with this section. Where occupancy sensors are cited, they shall have the features listed in Section 1513.6.1. Where automatic time switches are cited, they shall have the features listed in Section 1513.6.2. 1513.1 Local Control and Accessibility: Each space, enclosed by walls or ceiling- height partitions, shall be provided with lighting controls located within that space. The lighting controls, whether one or more, shall be capable of turning off all lights within the space. The controls shall be readily accessible, at the point of entry/exit, to personnel occupying or using the space. EXCEPTIONS: The following lighting controls may be centralized in remote locations: 1. Lighting controls for spaces which must be used as a whole. 2. Automatic controls. 3. Controls requiring trained operators. 4. Controls for safety hazards and security. 1513.2 Area Controls: The maximum lighting power that may be controlled from a single switch or automatic control shall not exceed that which is provided by a twenty ampere circuit loaded to not more than eighty percent. A master control may be installed provided the individual switches retain their capability to function independently. Circuit breakers may not be used as the sole means of switching. EXCEPTIONS: 1. Industrial or manufacturing process areas, as may be required for production. 2. Areas less than five percent of footprint for footprints over 100,000 square feet. 1513.3 Daylight Zone Control: All daylighted zones, as defined in Chapter 2, both under overhead glazing and adjacent to vertical glazing, shall be provided with individual controls, or daylight -or occupant- sensing automatic controls, which control the lights independent of general area lighting. Contiguous daylight zones adjacent to vertical glazing are allowed to be controlled by a single controlling device provided that they do not include zones facing more than two adjacent cardinal orientations (i.e. north, east, south, west). Daylight zones under overhead glazing more than 15 feet from the perimeter shall be controlled separately from daylight zones adjacent to vertical glazing. EXCEPTION: Daylight spaces enclosed by walls or ceiling height partitions and containing 2 or fewer light fixtures are not required to have a separate switch for general area lighting. 1513.4 Display, Exhibition, and Specialty Lighting Controls: All display, exhibition, or specialty lighting shall be controlled independently of general area lighting. Building Division Lighting Permit Plans Checklist 2001 Washington State Nonresidential Energy Code Compliance Forrns LTG -CHK June 2001 - KJM 1513.5 Automatic Shut -Off Controls, Exterior: Exterior lighting not intended for 24 -hour continuous use shall be automatically switched by timer, photocell, or a combination of timer and photocell. Automatic time switches must also have program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. 1513.6 Automatic Shut -Off Controls, Interior: Office buildings greater than 5,000 sq. ft. and all school classrooms shall be equipped with separate automatic controls to shut off the lighting during unoccupied hours. Automatic controls may be an occupancy sensor, time switch; or other device capable of automatically shutting off lighting. EXCEPTIONS: 1. Areas that must be continuously illuminated, or illuminated in a manner requiring manual operation of the lighting. 2. Emergency lighting systems. 3. Switching for industrial or manufacturing process facilities as may be required for production. 1513.6.1 Occupancy Sensors: Occupancy sensors shall be capable of automatically turning off all the lights in an area, no more than 30 minutes after the area has been vacated. 1513.6.2 Automatic Time Switches: Automatic time switches shall have a minimum 7 day clock and be capable of being set for 7 different day types per week and incorporate an automatic holiday "shut -off" feature, which turns off all loads for at least 24 hours and then resumes normally scheduled operations. Automatic time switches shall also have program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. Automatic time switches shall incorporate an over -ride switching device which: a) is readily accessible; b) is located so that a person using the device can see the lights or the areas controlled by the switch, or so that the area being illuminated is annunciated; and c) is manually operated; d) allows the lighting to remain on for no more than two hours when an over -ride is initiated; and e) controls an area not exceeding 5,000 square feet or 5 percent of footprint for footprints over 100,000 square feet, whichever is greater. 1513.7 Commissioning Requirements: For lighting controls which include daylight or occupant sensing automatic controls, automatic shut -off controls, occupancy sensors, or automatic time switches, the lighting controls shall be tested to ensure that control devices, components, equipment and systems are calibrated, adjusted and operate in accordance with approved plans and specifications. Sequences of operation shall be functionally tested to ensure they operate in accordance with approved plans and specifications. A complete report of test procedures and results shall be prepared and filed with the owner. Drawing notes shall require commissioning in accordance with this paragraph. awatasa c tie 'uY3a 5 uti: . u�aY tt:L'i i �i st u sxr: ftvaui i Project Info Project Address pet v 1 0s `B Y'y, f Date i 1 M i 171-g to - (itvit4o /) }r-ti For Building Dept. Use Total CFM Applicant Name: Applicant Address: toe ( [' 0 1 ,„loll( /9 l J/ Applicant Phone:6 ( r -e //3 -..63� Cooling Equipment Schedule Equip. ID Brand Name Model No' Capacity Btu /h Total CFM OSA CFM or Econo? SEER or EER IPLV3 Location WV? 1vrrt &r s Dto' Ow, 0 3990 � /(. D M. G1 eocrF cir( o8' X19 ), 0 312-q C I) g&' tfCAM (025 S5 3cva (- eA 1 2sK I17Z50 27o Fan Equipment Schedule Equip. ID Brand Name' Model No CFM Sp1 HP /BHP Flow Control Location of Service Efficiency': - o7 Ce cir( o8' X19 ), 0 312-q C I) g&' tfCAM (025 S5 3cva (- eA 1 2sK I17Z50 27o Heating Equipment Schedule Equip. ID Brand Name' Model No Capacity Btu /h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency': - I '- r // A t7 C((le K tfCAM (025 S5 3cva (- eA 1 2sK I17Z50 27o 3 CITY OF TUKWILA Mechanical Summary MECH -SUM 2001 Washington Slate Nonresidential Energy Code Compliance Forms Project Description } Briefly describe mechanical systen type and features. Includes Plans Building Division Pee r- n 4a J - ' f, l Cba kvt FILE COPY Include documentation requiring compliance with commissioning requirements, Section 1416. H - 7 - c. June 2001 - KJM Compliance Option • Simple System 0 Complex System 0 Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the I plans. For projects without plans, fill in the required.information below. 1 If available. 2 As tested accord'ng to Table 14 -1, 14 -2 or 14 -3. 3 If required. ° COP, HSPF, Combustion Effic ency, or AFUE, as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). fro RECEIVED CITY OF TUKWILA NOV 26 Z001 PERMIT CENTER z : H W rt 6 00 N CI U) F. W u. 0) d � 1- o WH ui 0 0- 0 1- W W . I L u o ; U z v CITY OF TUKWILA Mechanical Summary (back) MECH -SUM Decision Flowchart Use this flowchart to determine if project qualifies for Sirriple System Option. If not, either the Complex System or Systems Analysis Options must be used. <5000 cfm? <70% OSA Econo Included? X54,000 Bluh or 1900 dm? <70% OSA Split System? Use Complex Systems Heating Only Yes Complex Systems Yes). Heating/ Cooling or Cooling Only Reference Section 1421 Yes—t, Yes Yes Yes Yes Reference Section 1423 Simple System Allowed Reference Section 1420 Yes Yes No-0 NO-4 Building Division Reference Section 1430 Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. System Description See Section 1421 for full description of Simple System qualifications. If Heating /Cooling or Cooling Only: • Constant vol? • Air cooled? • Packaged sys? • <54,000 Btuh or 1900 cfm? • Split system? • Economizer included? If Heating Only: Q <5000 cfm? • <70% outside air? CITY OF TUKWILA Mechanical Summary (back) MECH -SUM Decision Flowchart Use this flowchart to determine if project qualifies for Sirriple System Option. If not, either the Complex System or Systems Analysis Options must be used. <5000 cfm? <70% OSA Econo Included? X54,000 Bluh or 1900 dm? <70% OSA Split System? Use Complex Systems Heating Only Yes Complex Systems Yes). Heating/ Cooling or Cooling Only Reference Section 1421 Yes—t, Yes Yes Yes Yes Reference Section 1423 Simple System Allowed Reference Section 1420 Yes Yes No-0 NO-4 Building Division Reference Section 1430 Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. Mechanical - Complex Systems Checklist MECH -COMP 2001 Washington State Nonresidential Energy Code Compliance Forms June 2001 - KJM Project Address Date The following additional information is necessary to check a mechanical permit application for a complex mechani system for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Use the checklist as a reference for notes added to the mechanical drawings (see the MECH -CHK checklist for additional system requirements). This information must be on the plans since this is the official record of the permit. Having this information in separate specifications alone is NOT an acceptable alternative. For Building Department Use Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes ADDITIONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY 1431.1 Field assem. sys. Provide calculations 1432.1 Setback & shut -off Indicate separate systems or show isolation devices on plans 1432.2.1 Air system reset Indicate automatic reset 1432.2.2 Hydr. system reset Indicate automatic reset 1433 Economizers Indicate economizer on equipment schedule or provide calculations to justify exemption 1434 Separate air sys. Indicate separate systems on plans 1435 Simul. htg. & clg. Indicate that simultaneous heating and cooling is prohibited, unless use of exception is justified 1436 Heat recovery Indicate heat recovery on plans; complete and attach heat recovery calculations 1437 Elec. motor effic. MECH -MOT or Equip. Schedule with hp, rpm, efficiency 1438 Variable flow sys. Indicate variable flow on fan and pump schedules 1439.1 Kitchen Hoods Indicate uncooled and unheated make -up air 1439.2 Fume Hoods Indicate VAV, unheated /uncooled or heat rec. makeup •M" CITY OF TUKWILA 4—Yes If no is circled for any question, provide explanation: Decision Flowchart Use this flowchart to determine how the requirements of the Complex Systems Option apply to I project. Refer to the indicated Code sections for more complete information on the requirements Section 1432.2 Hot Water Supply Temperature Reset Required Start Here Section 1411.1 Equipment Efficiency Shall Meet Tables 14- 1 through 14 -3 apacity of H Heating System > 00,000 Btuh Air System Serving Multiple Zones? Section 1432.2 Supply Air Reset Controls Required No Buildin Yes- -• Yes—► (continued on back) Section 1431.1 Calculations of Total On -Site Energy Input & Ouput Required Division Q Z Q S � : z‘ Q � J V. 00 ■ U) W W =, N LL W J co ?. _ d , IH = Z � Z Off CU w U � O — . II- W U ' U. O lil Z U) 0 H z . CITY OF TUKWILA Mechanical - Complex Systems (back) MECH -COMP 2001 Washington State Nonresidential Energy Code Compliance Forms Cooling Capacity > 20,000 Stub? Section 1411.4 Must be a Heat Pump Section 1412.5 Provide Microprocessor Heat Pump Controls cling & Cooling n One Package? No pply Air >5, cfm & OSA > 70% Coating Capacity a 54,000 Btuh? Application Involves Variable Flow? otal UIdg. Fun Exhaust> 15.000 dm? Section 1436 50% Effective Heat Recovery Required Package Unit? Cooling Capacity > 84,000 Btuh ystem or Zon w/ Simultaneous Htg, 6 Clg.? Section 1433 Air -Side Economizer Required Section 1438 Variable Flow Devices Required No No DONE Yes Yes Yes Yes Yes Yes—* Motor Eff. Included in Equip. Pert. Rating? Section 1437 Motors Must Meet Efficiencies in Table 14-4 No Section 1435 Zone Controls Must Reduce Supply Air Quantity Before Reheating/Recooling Yes Section 1439.1 No Heating or Cooling for at Least 50% of Make -up Air Yes Section 1412.6 Modulating or Staged Combustion Controls Required Yes Section 14392 One Required: a. 50% VAV Exhaust & Makeup b. 75% Direct Makeup wl Tempering Only c. Heat Recovery per 1436 d. Constant Volume w/ < 50fpm Face Velocity Buildin • Division 0 otal 81dg Capacity >240,000 Bluh or % of To Yes June 2001 • KJM No Open Motors Closed Motors 3,600 1,800 I 1,200 3,600 1 1,800 Efficiency ( %) 1,200 Efficiency (% - 82.5 80.0 75.5 82.5 80.0 82.5 84.0 84.0 82.5 84.0 85.5 84.0 84.0 85.5 84.0 84.0 . 86.5 84.0 _ 86.5 86.5 85.5 87.5 87.5 85.5 87.5 87.5 87.5 87.5 87.5 87.5 88.5 88.5 88.5 89.5 89.5 88.5 89.5 90.2 89.5 89.5 89.5 89.5 91.0 90.2 90.2 91.0 90.2 90.2 91.0 91.0 90.2 91.0 90.2 91.0 91.7 91.7 91.0 92.4 91.7 91.0 92.4 92.4 91.0 92.4 91.7 91.7 93.0 93.0 91.7 93.0 93.0 92.4 93.0 93.0 92.4 93.0 93.0 93.0 93.6 93.6 93.0 93.6 93.6 93.0 94.1 93.6 93.0 94.1 93.6 93.0 94.1 94.1 93.6 94.5 94.1 93.6 94.5 94.1 94.5 94.5 94.1 93.6 95.0 94.5 94.5 95.0 95.0 94.5 95.0 94.5 95.0 95.0 95.0 CITY OF TUKWILA Electric Motors MECH -MOT 2001 Washington State Nonresidential Energy Code Compliance Forms Project Address Complete the following for all design A & B squirrel -cage, T -frame induction permanently wired polyphase motors from 1 hp to 200 hp having synchronous speeds of 3600, 1800 or 1200 rpm (unless one of the exceptions below applies). Motor No. or Location Minimum Nominal Full -Load Efficienc Synchronous Speed (RPM) HP 1.0 1.5 2.0 3.0 5.0 7.5 10 15 20 25 30 40 50 60 75 100 125 150 200 HP Type (open /closed) Description of Application or Use Date Building Division For Building Department Use Synch. Speed June 2001 - KJM Min.Nom. Full load Efficiency Exceptions: 1. Motors in systems designed to use more than one speed of a multi -speed motor. 2. Motors already included in the efficiency requirements for HVAC equipment (Tables 14 -1 or 14 -2) . 3. Motors that are an integral part (i.e. not easi removed and replaced of specialized process equipment (i.e. equipment which requires a special motor, such as an explosion -proof motor). 4. Motors integral to a listed piece of equipmer for which no qualifying motor has been approved (i.e. if the only U.L. listing for the equipment is with a less - efficient motor and there is no energ) efficient motor option). For motors claiming an exception, list motor and note which exception applies. ... , •y, � ;` ei=. r; is •,: �i��-::;: il�re `;«:�.t...:n"uu`.'iRiaitir� Mechanical Permit Plans Checklist MECH -CHK 2001 Washington State Nonresidential Energy Code Compliance Forms June 2001 • KJM Project Address �yvA 7� r4 ` �� f f , / gt 1 Date ( ( 7 1 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Requires Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 'f l�lL 1411 Equipment performance ` ) 1 , 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule 4 / y 14,5 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency M I. v t 1412 HVAC controls i 1412.1 Temperature zones Indicate locations on plans y ) , O . 1 4 1412.2 Deadband control Indicate 5 degree deadband minimum j .� 1412.3 Humidity control Indicate humidistat Yz"41 1412.4 Automatic setback Indicate thermostat with night setback and 7 diff. day types I /`�► ,/ l / /` 1412.4.1 Dampers Indicate damper location and automatic controls � 1412.4.2 Optimum Start Indicate optimum start controls — 1 /, 1412.5 Heat pump control Indicate microprocessor on thermostat schedule — 1412.6 Combustion htg. Indicate modulating or staged control _ LJ 1412.7 Balancing Indicate balancing features on plans MI y . � 9 � 1422 Thermostat interlock Indicate thermostat interlock on plans � ( CA" 1423 Economizers Equipment schedule 1413 Air economizers p,�j J � 1413.1 Operation Indicate 100% capability on schedule m I. v 1413.2 Control Indicate controls able to evaluate outside air M I v L t , 1413.3 Integrated operation Indicate capability for partial cooling t 1414 Ducting systems !],t J�"� 1414.1 Duct sealing Indicate sealing necessary t 1/ 1414.2 Duct insulation Indicate R -value of insulation on duct I 1415.1 Piping insulation Indicate R -value of insulation on piping „1,1 , !�►/ 1416 Completion Requirements 1416.1&2 Drawings & Manuals Indicate requirement for record drawings and operation docs. M I . 1416.3.2 Air Balancing Indicate air system balance requirements ) 141 4" 1416.3.3 Hydronic Balancing Indicate hydronic system balance requirements , V ,r 1416.4 Commissioning Indicate requirements for commissioning and prelim. Report j - 1424 Separate air sys. Indicate separate systems on plans Mech. Sum. Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 -1454) 1440 Service water htg. 1441 Elec. water heater Indicate R -10 insulation under tank p I •1 1442 Shut -off controls Indicate automatic shut -off p� r t 1443 Pipe Insulation Indicate R -value of insulation on piping 1453 Pool heater controls Indicate switch and 65 degree control N � 1454 Pool covers Indicate vapor retardant cover ./ )k 1454 Pools 90+ degrees Indicate R -12 pool cover `.-- CITY OF TUKWILA no is circled for any question, provide explanation: Building Division 6100 4:4;a0Cst,Y~ ,9140sVigAtV We* CITY OF TUKWILA Mechanical Permit Plans Checklist 2001 Washington State Nonresidential Energy Code Compliance Forms MECH -CHK June 2001 - KJM Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14 -1 through 14 -3. If a nationally recognized certification program exists for a product covered in Tables 14 -1 through 14 -3, and It includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be fumished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following: 1411.4 Packaged Electric Heating and Cooling Equipment: Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20,000 Btu /h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device: Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone, 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (6,826 Btu/h) or less may be controlled by readily accessible manual off -hour controls. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. • Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply air capacities exceeding 10,000 cfm shall have optimum start controls. Optimum start controls shall be designed to automatically adjust the start time of an HVAC system each day to bring the space to desired occupied temperature levels immediately before scheduled occupancy. The control algorithm shall, as a minimum, be a function of the difference between space temperature and occupied setpoint and the amount of time prior to scheduled occupancy. Building Division 1412.5 Heat Pump Controls: Unitary air cooled heat pumps shall include microprocessor controls that minimize supplemental heat usage during start-up, set -up, and defrost conditions. These controls shall anticipate need for heat and use compression heating as the first stage of heat. Controls shall indicate when supplemental heating Is being used through visual means (e.g., LED indicators). 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu /h shall have modulating or staged combustion control. Exceptions: 1. Boilers. 2. Radiant Heaters. 1412.7 Balancing: Each air supply outlet or air or water terminal device shall have a means for balancing, including but not limited to, dampers, temperature and pressure test connections and balancing valves. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. 1413.2 Control: Air economizers shall be controlled by a control system capable of determining if outside air can meet part or all of the building's cooling loads. 1413.3 Integrated Operation: Building Heating Energy: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Controls shall not preclude the economizer operation when mechanical cooling is required simultaneously. Exception: Economizers on individual, direct expansion, cooling systems with capacities not greater than 75,000 Btu/h may include controls that limit simultaneous operation of the economizer and mechanical cooling for the purpose of preventing ice formation on cooling coils. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressures of 1 Inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to a minimum of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall be insulated to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, 1. connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut -off damper complying with Section 1412.4.1. Once outside air ducts meet the above listed requirements, any runs within conditioned space shall comply with Table 14-5 requirements. Other ducts and plenums shall be thermally insulated per Table 14 -5, Exceptions: 1. Within the HVAC equipment. 2. Exhaust air ducts not subject to condensation. 3. Exposed ductwork within a zone that serves that zone. 1415 Piping Systems 1415.1 Insulation: Piping shall be thermally insulated in accordance with Table 14 -6. Exception: Piping installed within unitary HVAC equipment. Water pipes outside the conditioned space shall be insulated in accordance with Washington State Plumbing Code (WAC 51 -26) 1416 Completion Requirements (Refer to NREC Section 1416 and the Building Commissioning Guidelines, published by the Building Commissioning Association, for complete text and guidelines for building completion and commissioning requirements.) stca: rays ' scar 11' az:!644w: s'�tai;�•3»�ia:l;*;�. %,: N.`•:�� �,4�o��.z'�i�i�3.tia!�51 11i±?is, EF CAE < 50 gal storage 0.58 0.71 50 to 70 gal storage 0.57 0.71 > 70 gal storage 0.55 0.70 CITY OF TUKWILA Mechanical Permit Plans Checklist 2001 Washington State Nonresidential Energy Code Compliance Forms MECH -CHK June 2001 - KJM Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14 -1 through 14 -3. If a nationally recognized certification program exists for a product covered in Tables 14 -1 through 14 -3, and It includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be fumished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following: 1411.4 Packaged Electric Heating and Cooling Equipment: Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20,000 Btu /h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device: Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone, 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (6,826 Btu/h) or less may be controlled by readily accessible manual off -hour controls. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. • Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply air capacities exceeding 10,000 cfm shall have optimum start controls. Optimum start controls shall be designed to automatically adjust the start time of an HVAC system each day to bring the space to desired occupied temperature levels immediately before scheduled occupancy. The control algorithm shall, as a minimum, be a function of the difference between space temperature and occupied setpoint and the amount of time prior to scheduled occupancy. Building Division 1412.5 Heat Pump Controls: Unitary air cooled heat pumps shall include microprocessor controls that minimize supplemental heat usage during start-up, set -up, and defrost conditions. These controls shall anticipate need for heat and use compression heating as the first stage of heat. Controls shall indicate when supplemental heating Is being used through visual means (e.g., LED indicators). 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu /h shall have modulating or staged combustion control. Exceptions: 1. Boilers. 2. Radiant Heaters. 1412.7 Balancing: Each air supply outlet or air or water terminal device shall have a means for balancing, including but not limited to, dampers, temperature and pressure test connections and balancing valves. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. 1413.2 Control: Air economizers shall be controlled by a control system capable of determining if outside air can meet part or all of the building's cooling loads. 1413.3 Integrated Operation: Building Heating Energy: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Controls shall not preclude the economizer operation when mechanical cooling is required simultaneously. Exception: Economizers on individual, direct expansion, cooling systems with capacities not greater than 75,000 Btu/h may include controls that limit simultaneous operation of the economizer and mechanical cooling for the purpose of preventing ice formation on cooling coils. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressures of 1 Inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to a minimum of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall be insulated to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, 1. connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut -off damper complying with Section 1412.4.1. Once outside air ducts meet the above listed requirements, any runs within conditioned space shall comply with Table 14-5 requirements. Other ducts and plenums shall be thermally insulated per Table 14 -5, Exceptions: 1. Within the HVAC equipment. 2. Exhaust air ducts not subject to condensation. 3. Exposed ductwork within a zone that serves that zone. 1415 Piping Systems 1415.1 Insulation: Piping shall be thermally insulated in accordance with Table 14 -6. Exception: Piping installed within unitary HVAC equipment. Water pipes outside the conditioned space shall be insulated in accordance with Washington State Plumbing Code (WAC 51 -26) 1416 Completion Requirements (Refer to NREC Section 1416 and the Building Commissioning Guidelines, published by the Building Commissioning Association, for complete text and guidelines for building completion and commissioning requirements.) stca: rays ' scar 11' az:!644w: s'�tai;�•3»�ia:l;*;�. %,: N.`•:�� �,4�o��.z'�i�i�3.tia!�51 11i±?is, ACTIVITY NUMBER: D01- 373/01444• DATE: 11 -26 -01 PROJECT NAME: David's Bridal SITE ADDRESS: 17740 Southcenter Py SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Buildin 'vision V & Iz -7O-o P Ll' W s a - 6.01 Complete APPROVALS OR CORRECTIONS: (4 weeks) Approved CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP 6(Z Fire Preventi n AU G( 41 Structural Approved with Conditions Approved with Conditions DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES /THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: REVIEWER'S INITIALS: REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 11-27-01 Incomplete ri Not Applicable No further Review Required DUE DATE 12 -27 -01 Comments: DATE: Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: :a Rgot;'k`s"J; {;; ; ?:rid: w.' «�vit: +�i`!' %�.:i >�:l, iuriy �h+� ,• 5+ii'vt'Y 4114.tip'•tiAVAtt. ; 0Wy+ b*:,%*!, S .:�iM..Lxa�a{::'�t??£. +;S�cea� • I ACTIVITY NUMBER: D01 -373/^ ' I - ' DATE: 11 -26 -01 PROJECT NAME: David's Bridal SITE ADDRESS: 17740 Southcenter Py SUITE # X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete Not Applicable 8,5e4,- t#,. toc tr.P Comments: Approved Approved \PRROUTE.DOC 5/99 re 7 I I 1 \4. of' PLAN RE Fire Prevention REVIEWER'S INITIALS: Structural TUES /THURS ROUTING: Please Route g. Structural Review Required No further Review equired REVIEWER'S INITIALS: � DATE: ` Z APPROVALS OR CORRECTIONS: (4 weeks) Approved with Conditions CORRECTION DETERMINATION: EW /ROUTING SLIP REVIEWER'S INITIALS: Jo+ot4 sLd-- A 1. 1 awe. A ( Planning Division Permit Coordinator DUE DATE: 11-27-01 DUE DATE 12 -27 -01 Not Approved (attac corn ents) DATE: I t DUE DATE Approved with Conditions I I Not Approved (attach comments) DATE: PERMI'1'NO.:Do\ -.33/ BUILDING PERMITS INSPECTIONS O 01)1)1)I Progress Inspection Status 0 1)0111)2 Pre-construction 0 1)00(13 Investigation c 000(14 OK to Occupy 0 11111105 Remove Slop Work Order 0 111)1)06 Follow-up 0 00007 Pre-move Inspection [] 00050 WSI:C Residential O 00060 -WA Ventilation /Indoor AOC 0 00070 NI.I:A Inspection /Modular Struct 0 00071 nubile Ilona: Tie Down limp : (10(172 Marriage Lines 0 000911 Rested 0 110095 Footing Drains 0 01111)0 Foundation Footings 0 0(120(1 Foundation Walls [] 00250 Foundation Insulation [] 110300 Concrete Slab /Slab Insulation 0 00350 Crawl Space O (1040(1 Shear Wall Nailing 0 004511 Plywood Wall Sheathing 0 110500 Rool'Shealhing Nailing [] 1)0525 Plywood Deck Nailing O 00551) Exterior Wall Sheathing O 00600 Masonry Chimney 0 00610 Chimney Installation/All Types 00700 Framing 01)751) Rool /C•eiling Insulation 0 0(1801) Floor Insulation 00801 \Vall Insulation 0 (10802 !Exterior Root' Insulation O 00803 (dazing Inspection (108I 5 Lighting and Controls 00900 Suspended Ceiling • 01(11)1) Interior Wallboard Fastening O 010111 Exterior Wallboard Fastening 0 01 I I1) Pre - )\love Inspection 0 01 115 Motor Inspection O 01120 Pre -Demo (] 011 Pre- reroor O 01400 Final -Fire 1) 1 700 Final-Building O 01900 Final- Reroor 0 03 100 Site Visit 0 (14001) Special- Concrete 0 04001 Special- 13olts in Concrete O 0.1001 Special -Nlom /Resist Cone Frame 0 04003 Special -Rein l' Steel Prestress p 0.004 Special- Welding O 04(1(15 Special -I Iigh- Strength Bolting 0 04006 Special- Structural Masonry O 04007 Special -Rein l•(iypsunt Concrete 0 041)1)8 Special - Insulating Conc Fill 0 040119 Special -Spray Fireproofing 0 (14011) Special - filing, Piers, Caissons 0 0.10II Special- Shotcretc O 0401 Special - Grading, I ?xeav /Fill O 0.1013 Special- Retaining Wall 0 04014 Special - Panels 0 (141115 Special -Smoke Control System %JG4e by 54ee.4 ALl mit A/. TENANT NANIE: 1�' ,- "3rictek c CONDITIONS X 11(1111 No changes to plans unless approved by Bldg Div [] 11(111) Special inspection required, notify 131dg Div sk 11111 I Special inspector shall submit final signed report 1)1)13 New ceiling grid & light fixture shall meet lateral bracing 0 1)1)13 P; rtition walls attached to ceiling grit) [] ((1I4 Readily accessible access to root'nmunted equipment [] 111115 Engineered truss drawings & calcs shall be nn site O 0016 Exposed insulation hacking material [] 111117 Suhgradc preparation including drainage, excavation (] 01118 Statement from rooting contractor verily'ing lire retardant class or roof' 110I9 All constrttetion to he done in confiarntancc w /approved plans 0 "No (cork shall be done in addition to those mods ientions..." • 1111112 Pl unhing permits shall he obtained through King Co f1 1)1)2(1 Structural observation shall he provided liar This project All toot( preparation eslabIisInnents must have King Co 11033 Fire retardant treated wood shall have Ilante spread or otil'y I3uilding Division prior Io placing any concrete (11124 All spray applied fireproofing shall he special inspected 01135 ,111 wuutl to remain in placed concrete shall he treated 1)1)27 All structural masonry shall be special inspected a 1)1137 Validity or Permit 111( 1:213 { Rack storage requires separate permit 113 Electrical permits obtained through!, & • 111)31) No occupancy or building until final insp by Bldg Div O 11(1 Remove all weeds. concrete, stone liantidalions, fat concrete O 111)36 rIanulhcturers installation instructions required on site O "11'111 maximum allowed per 1997 WA State Energy Code" [] 01)35 Contact I' \V Div to obtain insp liar water /sewer connect • (1(138 A C' orO will he required liar this permit (] I)0 }9 Final approval liar all 'I'! %v/in the limits or the SC ('tall 1111114 All mechanical work shall be under separate permit 1)11.11) All construction noise to he in compliance with 8.2 •111C • (1(1.1 I \'en1itation is required liar all new rooms & spaces 1111115 All permits, insp records & approved plans available 111111(, All structural concrete shall be special inspected [] "Applicant shall obtain a separate plumbing permit lion King Co" 0 "Anchoring — All new construct and substantial improvement shall be anchored to prevent Rotation'' 1)1)1)7 All slrnctural welding shall he done by \V, \130 certified inspector • 1)00,4 All high- strength bolting shall he special inspected O 1111110 Bolts installed in concrete shall he special inspected O 011} I Comply with requirements or TNIC 16.0.1 [] (1(13.1 Removal or septic tanks require approval and compliance with King Co I Iculth Dept. O "Obtain required inspections From appropriate water & sewer districts" 0 "Fuel burning appliances O ", \ppliances, which generate....' 0 "Water heater shall he anchored...." " • Reroor Dnte: Date: ACTIVITY NUMBER: D01 -373/ DATE: 11 -26 -01 PROJECT NAME: David's Bridal SITE ADDRESS: 17740 Southcenter Py SUITE # x Original Plan Submittal .. Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: (4 weeks) CORRECTION DETERMINATION: Fire Prevention Structural Incomplete TUES /THURS ROUTING: Please Route n Structural Review Required I I REVIEWER'S INITIALS: DATE: Approved Approved with Conditions K REVIEWER'S INITIALS: 13o_ DATE: /oL o 4./ -- Approved with Conditions REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 11-27-01 Not Applicable No further Review Required DUE DATE 12 -27 -01 Not Approved (attach comments) DUE DATE Not Approved (attach comments) DATE: ACTIVITY NUMBER: D01- 373/M01 -220 DATE: 11 -26 -01 PROJECT NAME: David's Bridal SITE ADDRESS: 17740 Southcenter Py SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: Approved Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP CORRECTION DETERMINATION: Fire Prevention n Planning Division Structural Incomplete Structural Review Required APPROVALS OR CORRECTIONS: (4 weeks) Approved with Conditions I REVIEWER'S INITIALS: REVIEWER'S INITIALS: t f Permit Coordinator DUE DATE: 11-27-01 Not Applicable No further Review Required DATE: \ — 0 I DUE DATE 12 -27 -01 Approved with Conditions I I Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: titax:=sit:-:'AV4'.:att ^kAi a 6 0 0 ■ O W = N w. w g a a z � z 0 11.1 ui 0 0 O - O H W • w u . ~O w z U = O• z • ACTIVITY NUMBER: PROJECT NAME: D 373/ -22 David's Bridal 17740 Southcenter Py SITE ADDRESS: Original Plan Submittal Response to Correction Letter # DATE: 11 -26 -01 SUITE # Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTI Please Route Approved \PRROUTE.DOC 5/99 REVIEWER'S INITIALS: n PLAN REVIEW /ROUTING SLIP Fire Prevention sit Structural Incomplete Y Structural Review Required No PIA) Q.a; APPROVALS OR CORRECTIONS: (4 weeks) IQ° 14,-P,3 Approved Approved with Condi ns REVIEWER'S INITIALS: S CORRECTION DETERMINATION: Approved with Conditions 1 1 n n REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 11-27-01 Not Applicable No further Review Required DATE: lt, o2, la •ai DUE DATE 12 -27 -01 � (e l °/ d�- Not Approved (attach comments) DATE: /Z(S / DUE DATE Not Approved (attach comments) DATE: ,., . 1.,EPARTMENT OF LABOR AND INDUS TRIES F625-052-000 (8197) ^ -•-• •-•4 ........ • ••••••••^- ....... • 0003553 AT REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL , ,,,r 1 ANTITEqISTI,# \ ., EXP. DATE' eqoa,,,„ Fi.13.9:111C0 Cl 10/09/2003 ..gg i -r / 2741996 • 2 t0 :BdT'73357, , . ' PUYALLUP WA 983 . likrismappr4,:“ UNIFIED BUSINESS ID #: .....BUSINESS ID ,EXPIRES •: , 127317t002 ORGANIZATION TYpE DOMESTIC. PROFIT CORPORATION " • /. ARCHITECTURAL INTERIORS & CONSTRUCTION SERVICES, INC. / 10004. 66TH AVE E PO BOX 73397 PUYALLUP WA 98373 DOMESTIC PROFIT CORPORATION RENEWED BY AUTHORITY OF SECRETARY OF STATE REGISTERED TRADE NAM: AIC SERVICES.INC The above entity has been issued the business registrations or licenses listed DEPARTMENT OF LICENSING, BUSINESS & PROFESSIONS DIVISION, P.O. 9031 WA 9850 -9034 • (360)664-1400 . • • D 412Mad.1.5=11011.4:4122.44•11:41121=ilhavi "" . , • FILE COP' SEPARATE I understand that the Ilan Check approvals are REt UIRED FOR,. plans does not authorize the violation of any a opted code or ordinance. Receipt IgE tractor' a of apps pl. / . �PI UMBING B �� ElAv114 s BRIDAL subject to errors and omissions and approval y r . BUiLC Date � CITY OF TUKWILA Gi/� Permit No. �j C .!, g SHALL BE M ADEFRIO cs0 t )Fr --,-,:u �:'c OF V'�CrauC WI �, .. qi NA.L OF TU Y�JILA @ �a"� rr 3 ,31 o oRr v'u cSW Aooli�a a iN+ t+FnEV+ FEES Viz, ? r p ' DAVID A. UDKOW ARCHITECT TENANT IMPROVEMENTS • CONSULTING 9750 NORTH 96th STREET SUITE 219 SCOTTSDALE. AZ. 85258 (480) 614-3385 bus (480) 614-0209 fax 340$ REGISTERED A• THIrECr ( e . VIA A. UOKOW 0., STATE OF WASHINGTON N GENERAL NOTES GORE INFORMATION RETAIL BIl1Tl'D�INb� TgW TENANT _PAGE M A EXISTING: INDEX P R O J E CT D I REGT(` Y L TENANT GENERAL CONTRACTOR SHALL FIELD SURVEY L[ ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO SI PROPOSAL. ANY DISCREPANCIES SHALL BE REPORTED ARCHITECT. 2. TENANT GENERAL CONTRACTOR SHALL COMPLETE ALL Y ON THESE PLANS UNLESS on+eRw15E NOTED. 5 THE TENANT GENERAL CONTRACTOR SHALL SCHEDULE A PERMITS, APPROVALS, INSPECTIONS, CERTIFICATE FOR CERTIFICATE OF OCCUPANCY AS REQUIRED, U I N N I OTHERWISE a. TENANT GENERAL CONTRACTOR SHALL CHECK IN WITH A WORK WITH THE LANDLORDS PROJECT PERSONNEL, PRIOR CONSTRUCTION 5. THE TENANT GENERAL CONTRACTOR SHALL PROVIDE A TEMPORARY STOREFRONT CONSTRUCTION BARRICADE AND TEMPORA TELEPHONE IN ACCORDANCE WITH LANDLORD, AND TENANT'S REQUIREMENTS. GENERAL CONTRACTOR SHALL REMOVE THE COMPLETION OF WORK OR AS REQUIRED. 6. TENANT GENERAL CONTRACTOR SHALL HAVE TENANTS SPACE COMPLETION OF WORK BY A PROFESSIONAL CLEANING' 1. TENANT GENERA_ CONTRACTOR SHALL MAINTAIN ON SITE APPROVED DRAWINGS INCLUDING ALL REVISIONS AND ADDENDA. B. TENANT GENERAL CONTRACTOR SHALL BE RESPONSIBLE PRECAUTIONS AND REQUIREMENTS SHDURING COMPLETE 9. TENANT GENERAL CONTRACTOR SHALL COMPLETE ALLY PROFESSIONAL MANNER I. TENANT GENERAL CONTRACTOR SHALL PROVIDE A ONE ON ALL WORK AND MATERIALS FROM DATE OF ACCETANCE BY TENANT. REFER TO MECHANICAL PLANS FOR ADDITIONAL WARRANTY ON IMECHANICAL EQUIPMENT. GENERAL CONTRACTOR, N MUST ALSO INCLUDE LABOR WHEN MANUFACTURERS WARRANTY , " MECHANICAL CONTRACTOR SHALL PROVIDE A ONE (I) T -ALL WORK WITH HVAC EQUIPMENT TO TENANT IN WRITING II. THE TENANT 3 ./PPL AL CONTRACTOR SHALL BE ENT. THE ALL OWNER SHALL MATERIALS Alm EQUIPMENT. THE NOTIFY THE T CONTRACTOR SHD. II9ELY MANIF ANY MATER ARRIVED AT THE JOB SITE IN A T IMELY MANNER ALL SHIPMENTS DAMAGES, SHORTAGES, INSPECTED UPON HALL 5E EPc RTED To THE TENANT ALL PROBLEMS SHALL BE REPO, I IMMEDIATELY. THE bENERAL CONTRACTOR SHALL NOTIFY OF ALL DAMAGES AND OR SHORTAGES AND OBTAIN A I TENANTS OF THE PROJECT THE TENANT 6eNERAL u TENANTS PURCHASING DEPARTMENT OF ANY SURPLUS E DISPOSITION. 12. THE TENANT GENERAL CONTRACTOR SHALL RECEIVE, AS STORE FIXTURES (PER TENANTS FIXTURE DRAWINGS) AN OTHER ITEMS, PRIOR TO THE DELIVERY OF MERCHAmISE TO THE STORE. 15 TENANT GENERAL SQSTRACTOR SHALL COORDINATE ALL AT THE O THE COMPLETION OUT PR .ECT THE rs. M. AR THE EOMPLET A A THE OF EECT THE LI m GENE PROVIDE N EXTRA CARTON OF EACH CEILING TILE MD CERAMIC TILE USED. I5. A IS S NE17 PR PR NG Y RECOMMENDED THAT NO CONTRACTUAL A6REEMENTS OF AM' KI. BE SIGNED IOR TO RECEIVI AND THOROUGHLY ALL OF THE REGULATORY AUTHORITIES HAVINb JURISDICTION 16. DUE TO THE NATURE OF THE WORK, ALL DIMENSIONS SHOWN SHALL BE CONSIDERED FOR APPROVAL N6 CONSTRUCTION. SHOP DRAWINGS SHALL L 51 FDR THI PRIOR TO RE SHALL OR FULL RESPONSIBILITY METHODS, TECHNIQUES, APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY ALL ADHERE TO THIS PROCEDURE SHALL PLACE FULL R. DIRECTLY UPON THE TENANT GENERAL CONTRACTOR 11. THE ARCHITECTS WILL NOT HAVE CONTROL OVER OR CH RESPONSIBLE FOR CONSTRUCTION MEANS, FROCEOUREe, oR FOR SAFETY FRECAVr1O O AND PROGRAMS IN CON.CTION WITH THE WORK, SINGE THESE ARE SOLELY THE TENANT GENE RESPONSIBILITY. THE ARCHITECTS WILL NOT BE RESPON R THE CONTRACT DOCUMENTS. THE ARCHITECTS WILL NOT HAVE CONTROL. OR CHARGE GENERAL CONTRACTORS FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH OF AVIV WILL NOT BE RESPONSIBLE FOR ACTS OR OM15E GENERAL CONTRACTOR SUBCONTRACTORS, OR THEIR AGENTS ANY OTHER PERSONS PERFORMING PORTIONS OF THE W! 16 ALL DIMENSIONS GIVEN ARE FROM FACE OF GYPSUM eoARD YiALL TO FACE OF GY PSUM M WALL L RD, BOA OR HEIGHT ABOVE FINISHED FLOOR h 0 P 0 1 ;Itililh !lit Livf'' tl 11 k ! " !liY i ° 114tp §i 10:4 WY 1 ' 12 1 rflAOIE t ai le 1 §1 1 ER 1 ;4910M 1401 4 q 11 1 WillItl. !di dililthiailittlitIlliagngibililiffillillhhiiiihtill.WWWWIfilhliftlkiihili1111 h ,.!,,n2Ilidiyhm,thiAuttgathl.g,gmamdmiowmimai.uhiltsooloraketo,5fit,m2E,kw E i 1 1 t 1 14 2 4 i 0 ! ! i a 2 i PI ; ii t 4tel i -011 ti 3 piti 1 R 1 V4 . !I! i ' Illil Li Ir 1 1 i N g 11' 11111111/11111$1111111A11111011111111161114111ildh111116;414i! iliflilli i 11 Whit ha i 1 Ith.LA t t 1 I 0. ''iqh"452111iith410101UAW,12dihih,115.dgtaggtwfidflialdia8tarhkrthlihIlhtlgAt.t2liTttAAniM Igil TYPE APPLICAE�I F CODES SHEET _DESCRIPTION STORE ADDRESS ARCHITECTURAL AR Igg7 UNIFORM BUILDING GODS (TUKWILA MUNICIPAL CODE) ARCHITECTURAL NAME: DAVID'S BRIDAL ADDRESS: PARKWAY SUPERCENTER 11'140 SOUTHGENTER :WAY TUKWILA, WA 98188 TENANT MECHANIC, 1991 UNIFORM MEGHAIGAL CODE 11.0 TITLE SHEET PwMB1NG 1991 UNIFORM PLUMBING CODE TI.I RESPONSIB CHART, GENERAL CONDITIONS FIRE PROTECTION 1991 UNIFORM FIRE GODS EXI.I EXISTING CONDITIONS FLOOR PLAN ELECTRICAL 1999 NATIONAL ELECTRICAL CARE EXI.2 E XISTI NG CONDITIONS CEILING PLAN ACCESSIBILITY ADAA6 (STATE BUILDING CO, DS WAG G. 51-40) DI.I DEMOLITION PLAN AND NOTES NAME: DAVID'S BRIDAL ADDRESS: 1001 WASHINGTO N STREET CONSHOHOCKEN, PA :8 CONTACT: DIRECTOR OF CONSTRUCTION - BRYANT LUBBS PHONE: (610) 943 - 6305 FAX: (610) 896 - 38'12 LANDLORD COMMENTS ENERGY 1997 WASHINGTON STATE ENERGY CODE AI.I CONSTRUCTION FLOOR PLAN AI.2 FINISH PLAN AND LEGEND A2.1 FIXTURE PLAN AND LEGEND REMARKS A3.I REFLECTED CEILING PLAN AND LEGEND CATEGORY REQUIREMENT A5.2 ENLARGED PARTIAL CEILING PLANS , USE GRDIA MERCANTILE RETAIL STORE A4 LONGITUDINAL ELEVATIONS TYPE V NONRATED A4 LONGITUDINAL ELEV ATIONS NAME: MBK NORTHWEST ADDRESS: 4949 S. MEADOWS 5111 TE 6 LAKE 05WEG0, OR CONTACT: DAVID E. MOORE PHONE: (503) 636 - 2800 FAX 503 636 - 1331 LANDLORD CONTACT CONSTRUCTION CLASS OCCUPANT LOAD 1:90 (RETAIL SALES) SEE BELOW A4.I INTERIOR ELEVATIONS AND ENLARGED PLANS 1:900 (STOCKROOM) SEE BELOW A4.2 INTERIOR ELEVATIONS AND ENLARGED PLANS TOTAL OCCUPANTS 321 SEE EELON A4 INTERIOR ELEVA / 0.2. AS.I STOREFRONT ELEVATION EXIT WIDTH OCCUPANT 2 NUMBER of EXITS TO EXIT MAX ALLOWED 250 leek 9PRINKLERED BUILDING A6.1 PARTITION DETAILS DISTANCE 60 / 44 Whoa MAIN AISLE / SECONDARY ABLE .. A62 MISC. ARGHITEGURAL DETAILS AISLE WIDTH ATI ARCHITECTURAL SCHEDULES NAME: TRAMMEL GROW CO. ADDRESS: 1"15/4 SOUTHGENTER ;WAY AR ES 981 CONTACT: KIM TUKWILA, PHONE: (206) 515 -8090 FAX: (206) 575 -4140 ARCH! TECT NAME: DAVID A. UDKOW ADDRESS: 1150 NORTH 9 T STREET SUITE 219 SUI 21.1 LE, AZ E CONTACT: DAVID A. UDKOW PHONE: (480) 614 - 3385 FAX (480) 614 - 0209 ENG I NEER NAME: KULKARNI ENGINEER ING CO. ADDRE55: 2130 E. KALER DRIB PHOENIX, AZ CONTACT: Y.V. KULKARNI, P.E. PHONE: (602) 618 - 5993 FAX: (602) 618 - 0530 BU I L D i NG DEPARTMENT SQUARE FOOT BREAKDOWN \ OCCUPANT LOAD A1.2 SEISMIC DETAILS ELECTRICAL El 1 ELECTRICAL POWER PLAN AND SYMBOLS LEGEND ROOM NAME 50. FOOT PERCENTILE OGC Axr BREAKDOWN E2 ELECTRICAL LIGHTING PLAN AND LIGHTING LEGEND SALES FLOOR: 6528 5.F. 50 % SALES AREA E3 ELEGTRIGAL PAN SCHEDULES, DETAILS d NOTES DRESSING AREA, 2154 S.F. 22 AS 9282 SF. = 12%/30 = 309 OCCUPANTS MERCH. CLOS: 2134 SF 25 % SEPARATE PERMIT AND APPROVAL (,I �Ihfi kia' STOCK / RISC AREAS: SEAM DR RMS: SEAMSTRC-55 RM: 313 S.F. 118 S.F. 25 % 6 % MEGHANIGAL " '' `' I.I H.V.A.G. PLAN AND SYMBOLS LEGEND _ 100Z Vg *AON 3.1,0 1.0GG 'oN 90r nva ).G 154550 0 143801S XXX ; 2.1 H.V.A.G. SCHEDULE AND NOTES D5M OFFICE 118 SF. I % GR MN /LOUNGE: 321 S.F. 25 % STAGING AREA: 465 SF. 3 % PLUMBING SHOE DYE: 135 SF. I% PI.I PLUMBING PLAN, DETAILS AND NOTES TOILET ROOMS: 146 S.F. I % SHOE AREA: TRAINING ROOM: 359 S.F. 255 5F. 3 % 2 % FIRE PROTECTION F AI . I FI ALARM LOCATION PLAN SYMBOLS AND NOTES FPI.1 FIRE PROTECTION PLAN, DETAILS AND NOTES ELEC CLOS: MO S.F. I % SALES AREA 9,514 P. STOCK / MISC. 3,401 F. 1 '491ZVZI 1,1121,1.00A ONICI CORRIDOR: 325 S.F. 25 % 3639 SF. = 20% /300 = 12 OCQIPANTS TOTAL SF. 12,921 S.F. 100 % TOTAL OCCUPANTS = 321 �,� � i �' ./'I ;13 • � TU OF KWILA NAME: ADDRESS: CITY CITY F U KWI LA EP BOULEVARD 6200 TUKWILA, WA 981 CONTACT: BUILDING OFFICIAL PHONE: (206) 433 -1800 FAX: (206) 433 -1833 NOTE: EXCEPTION OF CODE A D REVIEW B E DIRECTED TO DAVID'S BRIDAL PROJECT ARCHITECT RECEIVED TOILET ROOM CALCULATIONS: I / 500 PERSONS RED 2 TOILET ROOMS PROVIDED (1 MALE / I FEMALE) I RC-Cd11RED 1 ORIFKIN6 FOUNTAIt1 PROVIDED DRINKING FOUNTAIN SLOP SINK I REQUIRED 1 SLOP SINK PROVIDED • VENDOR LISTING li T W SHEET SAME COVER SHEET VENDOR CATEGORY CONTACT TELE/FAX ACTIONRACK MA0)FACTU2INS FIXTURES RON MAYER 000 698 8825 - TEL 900 ALABAMA A, BROOKLYN NY 1120'7 POINT OF PU:HA5E SALES, INC FIXTURES KEN SHJLTZ 718 2571171 - FAX X12- T 215 423 4949 TEL SYMBOLS KEY PLAN LOCATION PLAN NOV 26 2001 r 41 4 , F R DAVID'S BRIDA PARKWAY SUPERGENTER 11140 SOUTHGENTER PARKIAINT TUKINILA,INA 1395 NORTH FRONT STREET 215 131 6005 -FAX PHLADELPHIA PA 19129 ® ®® SENSORMATIC 6600 CONGRESS AVE THEFT DEVICE PAT MCILHENNY 215 159 1090 - TEL 215 153 1698 -FAX DAVID'S BRIDAL SOUTHGENTER PLAZA 1 I 11140 SOUTHGENTER PARKWAY - I V �II\ Itir /' SECTION NUMBER 1`a,snCT'r SHEET NUMBER SECTION DE516NATION i ELEVATION NUMBER INTERIOR /EXTERIOR ELEVATION DESIGNATION O SHEET N)MBER A— ELEVATION LETTER ELEVATION GROUP D G INTERIOR ELEVATION DESIGNATION SHEET M1MT3ER DETAIL NUMBER DETA IL DESIGNATION GE SHEET NUMBER COLUMN G O _ RID NUMBER /LETTER ELEVATION HEIGHT A.F.F. 000P RATOk FL 33491 SHOPPERTRAK TRAFFIC COUNTER PATTI AUGER 690 455 0200 - TEL 519 NORTH LASS AVE 630 455 6152 - FAX NT IL 60559 FLOORS USA/6 CARPET bI0 151 2 000 -TEL TUKWILA, WA 98188 I 1 6 'r h ®f - �� x *� ` — 16 49 ) 4 27th 101 QUEl D RIVE. SUITE A 101 QUEENS KING OF PRUSSIA PA 19406 610 151 2005 -FAX ... r 11 l I a 1e S B 1 �� b IIIIIMMII T Gy, . ana Bl 1 B8h 1 1 er vl L ! l`� - 050DECATUR ROAD COMPANY, INC. L OCKER 800 222 4698 -771 800 518 250'7 -FAX I �� - ��. r cn, LINE OF SDFrIT OK Gv7 cnvcv c cn o- - TENANTS LEASE LINE - CENTER LINE SHEET NUMBER MATCH LINE SHEET NUMBER REVISION PHILADELPHIA PA 19154 0 ilenl , J 1 —6 / "' TukwN�I„6 / PITRONE 6 ASSOCIATES 9 PARK AVE HATBORO PA 19040 TIME CLOCK JOHN PITRONE 215 956 9197 - TEL 215 614 9338 - FAX , - :- p � -__ 11113Z-M" r' - - - a, � 6 ry I ryry��cc.. ri 'ri ``. _ . . \ SHERWIN WILLIAMS IAM_ PAINT CHRISTINE ooeo.°_NP 610 203 4861 -TEL - ,. - 1 • II 1 � �., 3721 EAST LINCOLN HIGHWAY -� �- ,Jw� -__ M tlland r ' I L S1 182nd ,C m Y , THORNDALE, PA 19312 VILLA LI6NTIN6 LIGHTING STEPHEN DEMARAIS 508 668 9159 -TEL cll.'. _ - till. g g i 9 E `, © P �® $® i B D i �.... -.- r,.. n't g ll.... ® I" +�} '„ N� - gQ l i S f ® ��I •`. .... _ I .= 8 1 WEST STREET, 2N WALPOLE, MA 02081 508 668 9611 -FAX - : _ IL—Az - - . I - y -,,. .1'1 3 ! R7r A i I- , p �l it I r i r . O t � N? 1 . 31 B SLL „ �'�L. ih I�,, „7 CEILING HEI6Ni Iw I 0 DOOR SCHEDULE NUMIBER ! A ` � tlelnn -- ° `� - ,Q .'.. �"'� . r ' R . . ,e Ir�f�7ar 7 DRAINING NO. I s ¢ 6 6 '1t''p � •_� wg"t� If 'R 0 Si 9 ( - GT „ VGT MATERIAL TRANSITION TO GENERAL CONTRACTOR TO ALLOW 1 -10 CALENDAR DAYS FOR EQUIPMENT TO BE DELIVERED FROM DATE OF NOTIFICATION BIVE TO VENDER. IT SHALL BE TTNE GENERAL CONTRACTORS RESPONSIBILITY TO SCHEDULE THE RELEASE OF EQUIPMENT. I. , ' 1 a, 6 98 h 6t _. - - - - - -- -- :20001....d.mm. Ino.: 82000 Ne.wlhn T.,n.,.,,.,,r. !`a 81 -TetiR GENERAL GONDITIONS JOB SPECIFICATIONS RESPOSIBILITY CHART E LJ 'DAVID A. UDKOW ARCHITECT TENANT IMPROVEMENTS • CONSULTING 9750 NORTH 96th STREET SUITE 219 SCOTTSDALE, AZ. 85258 (480) 614 -3385 bus (480) 614 -0209 fax FIELD CONDITIONS I. SLAB 13. SIGNS DIVISION a SCOPE FURNISHED BY INSTALLED BY COMMENTS CONCRETE LANDLORD SHALL DELIVER PREMISES WITH CONCRETE SLAB IN PLACE AND FULLY CURED SIGN CONTRACTOR SHALL COORDINATE a DRILL AND /OR CUT ANY OPENINGS REQUIRED AT TIME OF CONSTRUCTION START -UP, UNLESS OTHERWISE NOTED (U-O.NJ TEN. 6.G. FOR INSTALLATION. TEN. 60. SHALL FURNISH 4 INSTALL ALL REQUIRED SHALL BE RESPONSIBLE FOR ALL GUTTING, DRILLING, PATCHING ETC. WITHIN THE STRUCTURAL FRAMING 4 ELEC. OUTLETS 4 ACCESS DOORS. SIGN CONTRACTOR DEMISED PREMISES SHALL SUBMIT SHOP DRAWINGS TO ARCHITECT, TENANT, • LANDLORD FOR TI O DEPT. APPROVALS MUST 2. DEMISING WALLS AP PR F AIR I TOR Q S . R 12 TENANT'S GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AS WELL TH AS ALL DIMENSIONS AND CONDITIONS INDICATED IN E DRAWINGS, PRIOR TO ACTUAL CONSTRUCTION. ANY VARIATION FROM CONDITIONS INDICATED IN THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND OWNERS REPRESENTATIVE PRIOR TO GOMMENGING WORK. COORDINATION OF WORK ES CURES C PRIOR TOIFAIBRIG LANDLORD SHALL DELIVER PREMISES WITH INTERNAL DEMISING WALL METAL STUDS AND /OR SHALL PROVIDE TEMPLATES TEN. G.G. REQUIRED FOR DRILLING. SI6N5 G.M.U. IN PLACE. " T.G.G. TO INSTALL 1 -LAYER OF 5/5" FIRECODE 6.W.8. FROM SHALL BE U.L. RATED. SEPARAA TE PERMIT , IF REQUIRED , FOR STOREFRONT F LOOR TO DECK ABOVE (ONLY IF R EQUIRED BY CONDITION OF EXISTING WALLS). 516N AND SHALL OBTAINED BY SIGN CONTR. FINIS SHALL TAPED 4 SPAGKLED B T.G.GATS. SAND BELOW READY FOR FINISHES. GYP. P. BD. TO BE INSTALLED BY Y T. UNLESS IT IS LANDLORDS NOT TENANT 6.G. RESPONSIBLE FOR SETTING TIME CLOCK TO: RESPONSIBILITY PER LEASE AGREEMENT. QN: I HOUR BEFORE TENTER OPENING OR I HR. BEFORE DARK " (WHERE G.W.B. HAS BEEN PREVIOUSLY INSTALLED, VERIFY CONTINUITY AND PATCH • FILL IN OFF: HOUR AFTER STORE CLOSING OR AS REVD BY LEASE. AS REQUIRED. MAINTAIN REVD FIRE RATING. 14. MISCELLANEOUS ITEMS 01000 GENERAL PLANS /SPECIFICATIONS SHOP DRAWINGS • • PERMR5 AND FEES • AS REOBT STATE 1 LOCAL CODES THE CHARACTER AND SCOPE THE WORK ARE ILLUSTRATED BY THE A DRAWINGS. TENANT'S GENERAL L CONTRACTOR SHALL CAREFULLY EXAMINE NE ALL LL THE DRAWINGS AND BE RESPONSIBLE FOR THE PROPER INSTALLATION OF HIS WORK AND PROPER CONSIDERATION FOR THE WORK OF OTHERS AND EXISTING SHOPPING. CENTER CONSTRUCTION. DO NOT PLACE DUCTS, PIPING, CONDUIT OR ANY OBSTRUCTION SO AS TO IMPAIR REQUIRED CEILING HEIGHTS AND CLEARANCE FOR LIGHTING FIXTURES, ETC.. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF EXISTING ADJACENT TENANT(5) AND SHOP BUILDING CODES AND REGULATIONS DEMOLITION 1 DISPOSAL OF MATERIAL • • AS PER WORC LETTER ASBESTOS ABATEMENT 1 DISPOSAL OF MAT'L • • WERE APPLICABLE CLEAN AIR CERTFIC4TE5 • s WERE APPLICABLE CLEANING (NTERIOR • • 02000 51TEWORK SEAMED SITE WORK • • 3 INTERIOR PARTITION WALLS ALL ITEMS INSTALLED BY TEN G.G. AND FURNISHED AS NOTED UNLESS OTHERWISE NOTED, ALL WALLS NOTED AS 'INTERIOR PARTITIONS' SHALL BE CONSTRUCTED WITH 5 5/5" X 20 GA. METAL STUDS SPADED Al 24" O.G. WITH 5 /5" A. TOILET ROOM ACCESSORIES EXTENDS N GYP. BOARD SCREW B MERE ATTACHED TO 130TH SIDES. ERE PARTITIONDS TO b" ABOVE FINISHED CEILING AND TOP OF PARTITION SHALL 8E BRACED DIAGONALLY XTE D TO STRUCTURE WHERE ITEMS ARE EXISTING, VERIFY CONDITION 4 ABOVE AT 45" 0.G (MAX.) UNLESS OTHERWISE NOTED ON DRAWINGS OR REQUIRED BY REPLACE AS REQUIRED. GOVERNING CODES. GYP. BOARD ON BOTH SIDES SHALL BE TAPEDAPAGKLED (3 COATS) THE FOLLOWING ITEMS ARE SUPPLIED BY DAVID'S BRIDAL AND INSTALLED BY TENANT G.G.: AND SANDED TO PREPARE FOR FINISHES. WHERE FIRE RATED PARTITIONS ARE REQUIRED, GYP. BOARD SHALL BE FIRE RATED AND SHALL EXTEND (ON BOTH SIDES) TO UNDERSIDE I. ELECTRIC HAND DRYER - "WORLD DRYER" DA SERIES OF DECK ABOVE WITH FIRESTOPPIN6 BETWEEN DECK FLUTES (IF CONDITION OCCURS). 2. TOILET PAPER DISPENSER S. SANITARY NAPKIN DISPOSAL 4. SOAP DISPENSER 4. GYP. BOARD CURTAIN WALLS and SOFFITS 5. TOILET SEAT COVER DISPENSER 03000 CONCRETE SLAB ESISTMG T ENCHMG FOR CONDUIT 04000 MASONRY CLOSE -UP OFE. 1 NEW OPEN. 05000 METALS • • ALL WORK SHALL CONFORM TO ALL CODES AND REGULATIONS. CONTRACTOR SHALL FILE, PAY FOR, AND OBTAIN ALL REQUIRED PERMITS TO PERFORM THE WORK, TENANT'S GENERAL CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS FROM GOVERNMENTAL AGENCIES INVOLVED PRIOR TO FINAL PAYMENT. APPROVALS TO OCCUPY THE SPACE BY LOCAL BUILDING OFFICIALS SHALL BE OBTAINED PRIOR TO STORE TURNOVER, INSURANCE (SATISFY LEASE REQUIREMENTS) MITRING • • MTL STUDS • e SEAMSTRESS CHAES 06000 WOW 1 PLASTICS WO MILL WO • sane REGISTERED CHITECT I - / IF GYP. BOARD CURTAIN WALLS AND /OR SOFFITS OCCUR ON THIS PROJECT THE FOLLOWING ITEMS ARE SUPPLIED AND INSTALLED BY TENANT 5.5 (SEE DRAWIN66) THEN THEY SHALL BE CONSTRUCTED WITH 5 5 /5" X I. BOBRIGK SURFACE MOUNTED MIRROR .3165 -1856 20 GA, METAL STUD` SPACED AT 24" O.G. (UNLESS NOTED OTHERWISE) SCREWED TO TOP AND BOTTOM TRACKS. SECURE STUDS TO STRUCTURE 2.BOBRICK GRAB BARS •8-490 SERIES. 56' LENGTH AT BACK WALL AND 42 "LENGTH AT SIDE WALL. BOTH WITH 256 SERIES ANCHOR PLATES. ABOVE AT 46" O.G. MAX. WITH BOLTS & CLIP ANYP •5 OR •12 L B MOUNT AT 54" AFF, OR AS REQUIRED BY CODE. WIRE. BRACE DIA60NALLY AS REQUIRED. 5 /6" GYP. BD. SHALL BE SCREW FINISHES. ATTACHED TO E 51 5, TAPED 4 . BD. INHERE ED FIRE TO RECEIVE B, STOCK ROOM SHELVING 4 STORAGE UNITS (FURS. BY D.B., INSTALLED BY TEN. 6.0J NEW FINISHES. PROVIDE FIREGODE GYP. BD. WE FIRE RATING 15 REQUIRED. G. MERGHANDISIN& HARDWARE - DAVID'S BRIDAL TO FURNISH AND TENANTS G.G. TO INSTALL ALL LOOSE FLOOR RACKS, WALL BRACKETS, HANG RODS, LTG., IN 5. SUSPENDED GYPSUM BOARD CEILINGS WHERE I. TENANTS GENERAL CONTRACTOR SHALL SECURE, PAY FOR, AND MAINTAIN DURING CONSTRUCTION FIXTURIN6 WORK WITHIN LEASED PREMISES, ALL OF THE INSURANCE POLICIES REQUIRED AND IN THE AMOUNTS AS SET FORTH HEREIN. CONTRACTOR SHALL NOT COMMENCE ANY H INSURANCE S UNTIL ALL B END DELIVERED HAS BEEN LANDLORD A AND CERTIFICATES LO OF SUCH NA HAAS BEEN DELIVERED TO THE RTIFIC T E AND TENANT. LANDLORD MUST BE NAMED AS " ADDI INSURED ". GERTIFIGATES OF INSURANCE 2. TENANTS GENERAL CONTRACTORS' AND SUBCONTRACTORS' REQUIRED MINIMUM COVERAGE SHALL AND LIMITS OF LIABILITY: INSURANCE SHALL BE WRITTEN FOR NOT LESS THAN FIVE MILLION DOLLARS (450000000.00) COMBINED SINGLE LIMIT COMPREHENSIVE GENERAL LIABILITY AND FIVE MILLION DOLLARS (45000000.00) COMBINED SINGLE LIMIT COMPREHENSIVE AUTOMOBILE LIABILITY, OR THEIR EQUIVALENT, AND SHALL PROVIDE PUBLIC LIABILITY, CONTRACTUAL LEGAL LIABILITY, COMPLETED OPERATIONS, PRODUCTS, AND AUTOMOBILE OWNED, NON -0V•AIED, AND HIRED, ALL SAID COVERAGES HA N& BROAD FORM PROTECTION AND TO INCLUDE DDAVID'S V AS AN ADDITIONAL INSURED AND PROVIDE DAVID'S WITH A THIRTY (50) DAY ADVANCE NOTICE OF CANCELLATION OR MATERIAL CHANGE IN THE POLICIES. IN ADDITION CONTRACTOR SHALL PURINA THE PROCESS OF THE WORK MAINTAIN BUILDERS RISK INSURANCE THEREON. THE POLICY SHALL COVER ALL WORK INCORPORATED IN THE BUILDING AND ALL MATERIALS FOR SAME IN OR ABOUT: THE PREMISES, WHETHER FURNISHED BY DAVID'S OR CONTRACTOR, AND SHALL NAME AS INSURED THE PARTIES HERETO, EVIDENCED BY A CERTIFICATE OF INSURANCE FURNISHED TO DAVIDS. THESE COVERAGES SHALL CONTINUE THROUGHOUT THE TERM OF THIS CONTRACT, INCLUDING ANY EXTENSIONS MADE THERETO. CONTRACTOR SHALL SUBMIT TO DAVID'S PRIOR TO COMMENCEMENT OF CONSTRUCTION, CERTIFICATES OF INSURANCE SHOWING CONTRACTOR'S FULFILLMENT OF INSURANCE REQUIREMENTS HEREIN. 5. INDEMNIFICATION - TO THE FULLEST EXTENT PERMITTED BY LAW, THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE LANDLORD, TENANT, AND THE ARCHITECT AND THEIR AGENTS AND EMPLOYEES FROM AND ASAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING BUT NOT LIMITED TO ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF THE WORK, PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS, OR EXPENSE () 15 ATTRIBUTABLE TO BODILY INJURY, LIEN WAIVERS AND SWORN AFFIDAVITS 01000 THERMAL 4 MOISTURE PROTECTION ROG INSULATION / WATEROFM • • APPLICABLE � I I L _)Do ` __ 44 DAVID A. 11050W STATE OF WASHINGTON Q N 08000 DOOR'S 1 HARDWARE METAL DOORS 1 FRAMES • • DX° DOORS 4 FRAMES • • FINISH HARDWARE • • 'DETEX' PANIC HARDWARE • • 09000 FINISHES SALES AREA. TENANT 6.C. TO UNPACK AND ASSEMBLE ALL WORK SHALL BE IN STRICT ACCORDANCE WITH MFR'S - APPLICABLE. INSTRUCTIONS AND RECOMMENDATINS. A. RATING - MINIMUM U.L. RATING AS REQUIRED BY LOCAL 15. MIRROR AUTHORITIES. MIRRORS - TEN. 6.C. TO PROVIDE AND INSTALL ALL MIRRORS B. GYP, BOARD - 5/5 ", SCREW ATTACHED BELOW 5510, TAPED 4 MIRRORS SHALL BE I/4" CLEAR PLATE &LASS MIRROR SPACKLED A5 REQUIRED TO RECEIVE NEW FINISHES. PROVIDE F.G. WITH PLASTIC SAFETY BACKING (NO HORIZ. SEAMS GYP. BD. WHERE FIRE RATING 15 REQUIRED BY LOCAL AUTHORITIES. BELOW 5' -0" A.F.FJ G. SUSPENSION SYSTEM - R1610 CEILING GRID SYSTEM WITH GROSS 16- MILLWORK SOFFITS CEILNGS (ACOI877CAL TILE) GYP. BD. WALLS 4 CLG'4. GYP. A B • • • • CLG. 1 -b' CM COMMENTS - FRPP • vALC • • PANTING • • MIS • FLOOR. /BASE CARPET • • vNYL COMPOSITION TILE (TOILET ROOMS : • FURRING CHANNELS ®2'-O" O.G.. DIRECT SUSPENSION SYSTEMS BY U.S. GYPSUM CO. OR DRYWALL SUSPENSION SYSTEM BY DONN CORP.. HEAVY ALL FURNISHED BY FIXTURE CONTRACTOR INST, BY T.G.G. N.N.O.) DUTY CLASSIFICATION. PROVIDE ALL NECESSARY FITTINGS FOR COMPLETE PRE -FAB PLAS. LAM. STORE FIXTURES - GASHMIRAP & PERIMETER SECURE INSTALLATION. DEFLECTION OF ANY COMPONENT SHALL NOT EXCEED FIXTURES ARE FURN. BY FIXTURE CONTRACTOR 4 INST, BY TEN. I/360 OF SPAN. MAIN RUNNERS ®4' -0" O.G. MAX.. PROVIDE ADDITIONAL GO.. - SEE DW65. FOR DETAILS. SUPPORT AS REQUIRED TO MEET SEISMIC, FIRE RATING, OR LOCAL BUILDING CODE REQUIREMENTS. NOTE: SHOE DYE ROOM BASE CABINETS TO BE FURNISHED AND IN STALLED BY TENANTS GENERAL CONTRACTOR vNYL COMPOSITION TILE (OTHER vNYL BASE • • ADHESIVE • • SLATWALL W/ TRIM STRIPS • • 10000 SPECIALTIES TOILET COMPARTMENTS • IF APPLICABLE D. MANNERS - 512 A 6ALV. WIRE SPACED ALONG MAIN RUNNERS B 4 ' -0 ° O.G. MAX., SECURED TO BUILDING STRUCTURAL MEMBERS ONLY. PROVIDE ADDITIONAL SUPPORT HANGERS AT LIGHTING FIXTURES. PROVIDE PENCIL 1'i- STOREFRONT (EXISTING TO BE MODIFIED TOILET ACCESSORIES • TOUT RI. HAND DRYERS • ROD HANGERS 4 APPROVED CLIPS WHERE REQUIRED BY LOCAL CODE ST GENERAL CONTRACTOR SHALL PROVIDE 4 INSTALL ALL NEW 6. SUSPENDED ACOUSTICAL CEILING TILE STOREFRONT ONT GLASS AND FRA FRAMING AS INDICATED ON DRAWIN65 TO MATCH EXISTING FINISH a STYLE. ALL WORK SHALL BE IN STRICT ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE ACCORDANCE W/ MFRS. INSTRUCTION AND RECOMENDATIONS. PROVIDE PUBLISHED INSTALLATION SPECIFICATIONS OF THE MFRS OF THE SHOP DRAWINGS FOR FINAL APPROVALS. MATERIALS USED. ALL CEILINGS TO BEAR U.L. RATING (MIND AS MIERIOR SWAGE 4GRAP14ICS TELEPHONE SYSTBIS • PAGING/ 15515 SYSTEM • SECURITY SYSTBI SENSCWIATIC SYSTEM • • SHOPPER 'RACK SYSTEM • COMRY'" N' BANNER ON' BE • REQUIRED BY LOCAL AUTHORITIES. IS . SENSORMATIG SECURITY SYSTEM A. RATING - GLASS A NONCOMBUSTIBLE SENSORMATIG SECURITY TAG. DETECTION "DUAL ULTRA POST SYSTEM" B. PANELS - ( CLASS 'A' RATING) (ALL PUBLIC AREAS) IN STRIP CENTERS a DOWNTOWN LOCATIONS PEDESTAL SYSTEM TO A RMSTRONG 24" X 40" X 5/4" SECOND LOOK II 52969 BE USED. TG.G. TO PROVIDE ELECTRICAL REQUIREMENT (ABOVE CLG. 4 TEGULAR LAY 4" COLOR: WHITE N THE FLOOR. PEDESTALS TO BE MAX 6' -0" APART. 5ENSORMATIG TO TEST SYSTEM ON SITE PRIOR TO INSTALLATION AND VERIFY THAT THIS (FIRE -RATED WHERE REQUIRED BY CODE SEE CEILING PLAN) SYSTEM IS COMPATIBLE WITH CONDITIONS. TEN. 6.C. TO COORDINATE ARMSTRONG 2' X 4' SECOND LOOK II "FIRE- GUARD" 6 2956 ENTIRE PROCEDURE WITH SENSORMATIG AND INSTALL SYSTEM IN AGCORDANGE TEGULAR LAY -IN COLOR : WHITE WITH AND AS DIRECTED BY SENSORMATIC. ( CLASS 'A' RATING) (AIL NON - PUBLIC AREAS) EXTERIOR • 11000 EQUIPMENT EMPLOYEE TIME CLOCK SEWING moves • • • • TENANTS GENERAL CONTRACTOR SHALL FURNISH TO TENANT WITHIN 30 DAYS AFTER COMPLETION, FINAL WAIVERS OF LIEN FOR ALL WORK PERFORMED AND FROM ALL SUBGONTRAGTORS AND MAJOR SUPPLIERS. CERTIFICATE OF OCCUPANCY STEAMERS 5000RRSIS.4NMG5 COWERS / CASHIRAPS LOUNGE LOCKERS • • • • ARMSTRONG MINABOARD 24" X 45" X 5/5" FISSURED x LAY -IN COLOR : WHITE Iq. GLEANING and TOUGH UP STANDARDS, BRACKETS 1 SHELVING • TENANTS GENERAL CONTRACTOR SHALL OBTAIN A CERTIFICATE OF OCCUPANCY ISSUED BY THE LOCAL BUILDING AUTHORITY. TENANT CONTRACTOR SHALL PROVIDE LANDLORD WITH A GoPY OF THE CERTIFICATE. QUALITY STANDARDS ALL SUCH WORK SHALL BE PERFORMED TI A FIRST CLASS WORKMANLIKE MOTHER AND SHALL C O SHALL AND USEABLE CONDITION AT THE DATE OF FREE FROM THEREOF. CONTRACTOR SHALL SHIP ALL WORK PERFORMED TO BE FREE FROM ANY AND ALL DEFECTS IN WORKMANSHIP AND MATERIALS FOR ONE (I) YEAR FROM THE DATE ALL CONSTRUCTION PUNCH LIST ITEMS HAVE BEEN COMPLETED AND ACCEPTANCE HAS BEEN CONFIRMED IN WRITING BY THE TENANT REPRESENTATIVE. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OR REPAIR WITHOUT ANY ADDITIONAL CHARGE, WO DONE OR FURNISHED WHICH SHALL BECOME DEFECTIVE WITHIN THIS ONE (I) YEAR PERIOD. THE CORRECTION OF SUCH WORK SHALL INCLUDE, WITHOUT ADDITIONAL GHARSE, ALL EXPENSES AND DAMAGES IN CONNECTION WITH SUCH REMOVAL, REPLACEMENT, OR REPAIR OF ANY PART OF THE WORK WHICH MAY BE DAMAGED OR DISTURBED THEREBY. ALL WARRANTIES OR GUARANTEES AS TO MATERIALS OR WORKMANSHIP ON OR WITH RESPECT TO TENANTS WORK SHALL BE CONTAINED IN THE CONTRACT OR 5UBGONTRAGT WHICH SHALL BE SO WRITTEN THAT SUCH GUARANTEES OR WARRANTEES RUBBER WHEEL CARTS TENANT'S GENERAL CONTRACTORS' CARTS, EQUIPMENT BOXES, ETC., MUST BE EQUIPPED WITH RUBBER WHEELS. FIRE EXTINGUISHERS OFFICE FURNITURE 4 FCVR • f FIR: -RATED WHERE REQUIRED BY CODE SEE CEILING PLAN ) UPON COMPLETION 4 BEFORE LEAVING JOB, TEN. G.G. SHALL TOUCH RACKS -WAYS RACK END CAPS S DATE : NOV. 20, 2001 I055 - 1d . 09 901" nva NMV210 TENANT STORE No. 168 XXX oN 37Vd5 ARMSTRONG MINABOARD "FIRE- GUARD" 24" X 48" X 5/4" UP 4 RESTORE ALL DAMAGED FINISHES a CLEAN 4 POLISH ALL PLASTIC FISSURED • LAY -IN COLOR : WHITE LAMINATE, MIRRORED, I POLISHED ALUMINUM, ETC., SURFACES. G. GRID - NATIONAL ROLLING MILLS, HEAVY DUTY, FST8000 DOLOR: "SNOWHITE ". MAIN RUNNERS TO BE 4'- O" O.G. - SUPPLY ALL NECESSARY FITTINGS FORA COMPLETE 20. TEMPORARY STOREFRONT BARRICADE (IF APPLICABLE) SECURE INSTALLATION. TENANT GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY BARRICADE D. HANGERS - 512 AW6 SALV. WIRE SPACED ALONG MAIN RUNNERS B AT STOREFRONT DURING CONSTRUCTION IF /AS REQUIRED BY LANDLORD ONLY. PROVIDE ADDITIONAL OR LOCAL AUTHORITIES SUCH BARRICADE SHALL BE OF TYPE AND 4' -O" O. SECURED TO JOISTS ONLY SUPPORT HANGERS AT LIGHTING FIXTURES. PROVIDE ADDITIONAL DESISN APPROVED BY THE L.L. MANAGEMENT. TENANT CONTRACTOR BRACING OF CEILINS AS REQUIRED BY LOCAL CODES. TO COORDINATE WITH L.L. MANAGEMENT. TEN. G.G. SHALL COORDINATE GEILIN6 INSTALLATION WITH SPRINKLER HEADS 4 HVAG INSTALLATION 4 PROVIDE CUT -OUTS FOR NEW RECESSED h l \� LIGHTS AND DIFFUSERS. COORDINATE ALL RESPECTIVE WORK WITH '� \j'" MEGHANIGAL AND ELECTRICAL CONTRACTORS. TEN. 6.C. SHALL REPLACE GF c (Sr " ALL DAMMED PANELS AFTER WORK IS COMPLETE. LEAVE ONE FULL G GARTON OF CEILING TILES AT COMPLETION OF WORK. N �\• �.r �1 1. SALES AREA DISPLAY WALL HARDWARE SET -UP DISPLAY PLATFORM • CURTAIN RODS • DOORUAYCURTAMS - a DECORATIVE HOOKS • DRAWER BASES • SHOE DYE 13000 SPECIAL CONSTRICTION 14000 CONVEYING SYSTEM V5216 55TH 'jS Li:WC 95111 / 5901' %IILDING FOOTPRINT : 12,921 SF. 15000 MECHAMI iPLUMB SM O RS T SMOKE SMO DETECO DETE O RS • • IF APPLICABLE EX TIM E • • SHOP NGS • • IF APPLICABLE WATER METER • • • WATER SERVICE TO TENANT SPACE • • H FOR FIMURESRN KM. *FINAL COMECTION (FURNISHED BY TENANT, INSTALLED BY TEN. G .G.) f •`:� SEE DRAWINGS FOR TYPES AND LOCATIONS. VERIFY REQUIREMENTS WITH MANUFACTURER. �' S. PAINTING DF9W.ING FOINTAMS /Ui1L1T1' SINK HVAC DUCTWORK I DIFFUSERS • • ROOF TOP WITS • FER WOW LETTER FURNISHED AND INSTALLED BY TENANT'S GENERAL CONTRACTOR - (I) 10• ABC: AT ELECTRICAL PANEL AND (I) 104 ABG AT SERVICE COUNTER. TENANT'S GENERAL CONTRACTOR TO VERIFY REQUIRED NUMBER AND LOCATION OF ANY ADDITIONAL EXTINGUISHERS REQUIRED BY FIRE DEPARTMENT AND FURNISH AND INSTALL SAME. PROTECTION OF STORE FIXTURES AND MATERIALS ON SITE iHERI05TAty SHEET NAME RESPONSIBILITY CHART GENERAL CONDITIONS PAINT ALL EXPOSED GYP. CO., DOORS , 4 TRIM IN STRICT ACCORDANCE • WITH THE PUBLISHED INSTALLATION SPECIFICATIONS OF THE MFR. OF THE MATERIALS USED. APPLY MINIMUM OF ONE PRIME COAT AND TWO FINISH COATS. SCHEDULE OF PAINTING TO BE PER TENANT STORES STANDARD - VERIFY REQUIREMENTS WITH TENANT REPRESENTATIVE. SEE FINISH SCHEDULE FPR SPECIFIC COLORS AND FINISHES q. WALLGOVERING ELECTRICAL ELECTRICAL DISTRIBUTION PANELS • DISCOMIECT SWITCHES • S TENANTS GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CARE, PROTECTION OF, AND PREVENTION OF DAMAGES TO, ALL MATERIALS AFTER DELIVERY TO JOB SITE. REMOVAL STEP -DOUN TRANSFORMERS • IF APPLICABLE METERING WRNS 1 CONDUIT FOR: • IF AppLICABLE PROJECT DAVID'S BRIDA PARKWAY SUPERGENTER 11140 SOUTHGENTER PARKWAY TUKWILA, NA LIGHTING • A. MATERIALS - VINYLS 4 PAPERS TO BE FURNISHED PER RESPONSIBILITY CHART. B. ALL ADHESIVES TO BE FURNISHED BY TEN. G.G.. THE TYPE TO BE USED AS RECOMMENDED BY THE MFR. OF THE WALLGOVERINS5 SELECTED FOR THE TYPE OF INSTALLATION. G. ALL SURFACES THAT ARE TO RECEIVE VINYL FABRIC OR WALLPAPER AS SELECTED BY TENANT , ARE TO BE PROPERLY SIZED AS RECOMMENDED BY THE MFR. OF THE WALLCOVERINGS SELECTED FOR THE TYPE OF INSTALLATION. D. CONTRACTOR TO BE RESPONSIBLE FOR CHECKING OUT QUALITY OF WALLPAPER 4 VINYL PRIOR TO THE INSTALLATION OF SAID MATERIALS. E. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE PUBLISHED INSTALLATION SPECIFICATIONS OF THE MFR. OF THE MATERIALS USED. F. 4 5 SEAMS IN WALLGOVERIN6 SHALL BE LOCATED BEHIND WALL STANDARDS (TYPICAL). S CLOCK RUBBISH TENANTS GENERAL LRAG SHALL BE RESPONSIBLE FOR DAILY REMOVAL FROM ROM THE PROJECT, , ALL TRASH, 1, RUBBISH AND SURPLUS MATERIALS RESULTING FROM CONSTRUCTION, FIX AND MERCHANDISING OF THE DEMISED PREMISES. COORDINATE REMOVAL OF DEBRIS WITH SHOPPING [ENTER (OR MALL) MGMT. TEMPORARY UTILITIES RECEPTACLES PDB. lCASHLRAP81 • • SEE PLANS FOR DETAILS WATER TIESTER 254' FLUOR LIGHTING • • • EXIT SIGNS s DOOR BELL • EXHAUST FANS • SEE PLANS KR DETAILS TENANT WILL ARRANGE FOR TEMPORARY UTILITIES AS REQUIRED. TENANT S.C. TO FURNISH • INSTALL GENERATOR FOR TEMPORARY UTILITIES INHERE REQUIRED. 6.G. SHALL COORDINATE PAYMENT FOR THE UTILITIES WITH TENANT PROJECT MANAGER. RESPONSIBILITY FOR MATERIALS ON SITE FIRE ALARI 4 DETECTION SYSTEM • APPLICABLE TRACK LIGHT. VALANCE LIGFITPIG IGHTNG • RACE • JUKTION BOX FOR SIGMAGE 4 JUCTION BOX FOR 5EN5ORMATI5 • TENANTS GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS SHIPPED TO THE JOB SITE INCLUDING MATERIALS FURNISHED BY OTHERS. COST OF ALL MISSING MATERIALS WILL BE DEDUCTED FROM THE CONTRACT PRICE AND FINAL PAYMENT. CONTRACTOR 'TO CHECK ALL INVOICES AT TIME SHIPMENT 15 RECEIVED AND NOTIFY TENANT REPRESENTATIVE. OF ANY DISCREPANCIES. MECHANICAL AIR BALANCE REPORT • SEE AIR BALANCE NOTE HECH, DUGS I I . CARPET INSTALL IN STRICT ACCORDANCE WITH MFR. REGOMMENDATION5 FOR DIRECT SLUE DOWN. TEN. G.G. TO PREPARE FLOOR SURFACES AS REQUIRED TO RECEIVE NEW FLOORING. SEE F;`NISH SCHEDULE FOR SPECIFIC STYLE AND COLOR. NOTE ALL/ ANY SEAMS ON SALES AREA CARPET SHALL RUN FROM FRONT OF STORE TO REAR MOT SIDE TO SIDE). CARPET TO BE SHIPPED DIRECTLY TO JOB SITE. 12. RESILIENT TILE and BASE Ii tl.tlVtU WILA Tv OF TUK NOV 26 2001 ® RESILIENT TILE 4 VINYL BASE SHALL BE INSTALLED IN ACCORDANCE WITH MFR.'S PUBLISHED RECOMMENDATIONS 4 TENANTS STANDARD SPECS.. BEFORE TURNING STORE OVER TO TENANT, T.G.C. SHALL WAX 4 BUFF ALL V.G.T. FLOORS. D RAWING NO. T PERMIT C ENTER - `LINE OF BEAM ,20" 5EE IMAGES OF RAILROAD TRACKS DRYWALL TO 10' -O° A.F.F. I I I (STOCr AREA SIDE ONLY) SPACE C 11740 I I 24 I b8 " ROOF I I I I I DRAIN /' GAR46E DOOR TO PROM BOTTOM OF DOOR 15 ' GRADE ON E %TERIOR I I I I I I POURED CONCRETE WALL I I I I I I I I I I I I ELECTRIC EQUIPMENT TRANSFORMER ON PLATFORM ABOVE CEILING FIRE ALARM b PANEL I `- ii 20 12 ._ I . 6' -54" 91'-8,2 4 20•_0• 20' -O" 20 -O 20_4 TENANT SPACE PLAN VIEW LI LE OF CURB A OVERHANG SUPPORT (ttp1 LINE OF OVERRAN& ® 11' A.F.F. FRONT NOTES 1 CEILING LEGEND rrrr, - 2,4'RETURN AR GRILLE - • 2'X2'RETURN AIR GRILLE - • DIFFUSER ® -2'X4' SUPPLY/RETURN COM - 2'X4'LIGHT Z - 2'XTLIGHT LIGHT - INCANDESCENT LIGHT ® - RECESSED CAN LIGHT • - ADJUSTABLE CAN LIGHT ® - EMERGENCY LIGHT ® -EXIT SIGN - SECURITY BUBBLE M - SECURITY CAMERA $p - SPEAKER • - SPRINKLER HEAD ® - MOTION DETECTOR © -SMOKE DETECTOR 0 -FIRE ALARM STROBE LIGHT g -FIRE ALARM HOR1 EQUIP. LEGEND (D -THERMOSTAT © -CLEAN OUT © -FLOOR DRAIN 1®1 -WATER METER - -WATER HEATER t) - RECEPTACLE ▪ -FIRE ALARM PULL STATION o - ELECTRIC EQUIPMENT - ▪ ELECTRIC METER T®T -GAS METER I) DEMISING WALLS ARE WOOD STUDS 8 DRYWALL UNLESS NOTED 2) THIS SITE 15 APPROXIMATELY 12,921 SQ /FT 5) LOWEST POINT OF HVAC SYSTEM 15 15' -O" A.F.F. 4) LOWEST POINT OF SPRINKLER SYSTEM 15 12' -11" A.F.F.. ��R E ECEIUED 5) CONFIRM LEASELINE WITH LANDLORD 6) NOV 26 2001 . 7) PERMIT CENTER S) co C 1 \ I O V L ICI U H W oo I I CO CO M CV CV x CV CV z < 0 x W W cn H P DRAWN BY: BD& CHECKED BY: DK DATE: 10 -30 -01 SHEET N0. EX1.1 SCALE: 3/16 " =1' 4 .�. 15'-12 4 -I0a' . ._T. 9. . -0.. 5• 95. 1. =' - -O4° 3 5 . TENANT SPADE ` THIS G GARAGE T pEMARK 1 1 V I I I I I I 1,1 I I UNDER COUNTER I4N�� 3 L LI HALL IS ' K (SEE I A F TENANT SPACE PLAN VIEW LI LE OF CURB A OVERHANG SUPPORT (ttp1 LINE OF OVERRAN& ® 11' A.F.F. FRONT NOTES 1 CEILING LEGEND rrrr, - 2,4'RETURN AR GRILLE - • 2'X2'RETURN AIR GRILLE - • DIFFUSER ® -2'X4' SUPPLY/RETURN COM - 2'X4'LIGHT Z - 2'XTLIGHT LIGHT - INCANDESCENT LIGHT ® - RECESSED CAN LIGHT • - ADJUSTABLE CAN LIGHT ® - EMERGENCY LIGHT ® -EXIT SIGN - SECURITY BUBBLE M - SECURITY CAMERA $p - SPEAKER • - SPRINKLER HEAD ® - MOTION DETECTOR © -SMOKE DETECTOR 0 -FIRE ALARM STROBE LIGHT g -FIRE ALARM HOR1 EQUIP. LEGEND (D -THERMOSTAT © -CLEAN OUT © -FLOOR DRAIN 1®1 -WATER METER - -WATER HEATER t) - RECEPTACLE ▪ -FIRE ALARM PULL STATION o - ELECTRIC EQUIPMENT - ▪ ELECTRIC METER T®T -GAS METER I) DEMISING WALLS ARE WOOD STUDS 8 DRYWALL UNLESS NOTED 2) THIS SITE 15 APPROXIMATELY 12,921 SQ /FT 5) LOWEST POINT OF HVAC SYSTEM 15 15' -O" A.F.F. 4) LOWEST POINT OF SPRINKLER SYSTEM 15 12' -11" A.F.F.. ��R E ECEIUED 5) CONFIRM LEASELINE WITH LANDLORD 6) NOV 26 2001 . 7) PERMIT CENTER S) co C 1 \ I O V L ICI U H W oo I I CO CO M CV CV x CV CV z < 0 x W W cn H P DRAWN BY: BD& CHECKED BY: DK DATE: 10 -30 -01 SHEET N0. EX1.1 SCALE: 3/16 " =1' Z -� { { { { i n LEILIN6 OPEN O DELK I/ 1/I r ®RYW4LL LEILIN6 NP1 VA ■ 1 GRID LEILIN6 UJ) N LV N N DRYWALL LEILIN6 ® RYWALL LEILIN6 9' -H' AFF CEILING PLAN FRONT SDI -373 NOTES CEILING LEGEND rrrr - 2,4'RETURN AIR GRILLE - • 2'X2'RETURN AIR GRILLE ® - DIFFUSER -2'X4' SUPPLY/RETURN COMBO - 2'X4'LIGHT - • 2'X2'LIGHT -• _ -.- -TRACK LIGHT - INCANDESCENT LIGHT • - RECESSED CAN LIGHT • - ADJUSTABLE CAN LIGHT ® - EMERGENCY LIGHT ® -EXIT SIGN to - SECURITY BUBBLE G - SECURITY CAMERA $p - SPEAKER • - SPRINKLER HEAD ® - MOTION DETECTOR © -SMOKE DETECTOR • -FIRE ALARM STROBE LIGHT A -FIRE ALARM HORN EQUIP. LEGEND © - THERMOSTAT © -CLEAN OUT © -FLOOR DRAIN Ieli>1 -WATER METER WH -WATER HEATER TT - RECEPTACLE ▪ -FIRE ALARM RILL STATION o - ELECTRIC EQUIPMENT - ▪ ELECTRIC METER tali -GAS METER pz RECEIVED CRY OF TUEWILA NOV 26 2001 PERMIT CENTER I) DEMISING WALLS ARE WOOD STUDS V DRYWALL UNLESS NOTED 2) THIS SITE 15 APPROXIMATELY 12,121 SO /FT 5) LOWEST POINT OF HVAC SYSTEM 15 13' -0" A.F.F. 4) LOWEST POINT OF SPRINKLER SYSTEM 15 12' -I I" A.F.F. 5) CONFIRM LEASELINE WITH LANDLORD 6) 1) 5) DRAWN BY: BDG CHECKED BY:DK DATE: 10 -50 -01 SHEET `NO. EX1.2 SCALE: 5/16".1' 3408 REGISTERED i CHITECT ut4 DAVID A. UOKOW STATE OF WASHINGTON S O Ul 0 0 0 Q N Q 0 6 N w 0) F z LL O um Q a) S O N 4) O X w Q DEMOLITION NOTES ALL WOW TO BE CONDUCTED BY THE GENERAL CONTRACTOR UNLESS NOTED OTHERWISE. I. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING FIELD CONDITIONS 50 AS TO BECOME FAMILIARIZED WITH THE DEMOLITION AND / OR REMOVAL WOW 1.61100 MAY BE REQUIRED TO PRODUCE RESULTS INTENDED IN THE CONTRACT DOCUMENTS. THE SCOPE OF WORK DESCRBED M THE CONTRACT DOCUMENTS ANTICIPATE5 THE DEMOLITION OF EXISTING CONSTRICTION IN PART OR ITS ENTIRETY, AND THE REMOVAL, RELOCATION AND REPOWERING OF CERTAIN CONSTRICTION MATERIALS AND EQUIPMENT, INCLUDING ITEMS RELATED TO OTHER TB4ANT5 WHICH MAT PASS THROUGH OR OCCUPY THIS TENANT'S SPACE. IT IT THE INTENT THAT EACH PORTION OF THE DEMOLITION AND REMODELING WORK BE DONE BY TOE SPECIFIC TRADE INVOLVED N THE INITIAL INSTALLATION, THAT IS - CARPENTRY WORK BY THE CARPENTRY TRADE, MECHANICAL AND ELECTRICAL WORK BY THE MECHANICAL AND ELECTRICAL TRADES RESPECTIVELY, AND SO OR THEREFORE, EACH CONTRACTOR AND SUBCONTRACTOR SHALL THOROUGHLY BOVINE THE PROPOSED WORK AND MAKE ALLOWANCES IN HIS PROPOSAL FOR THE COST OF ALL DEMOLITION AND /OR REMOVAL 05ICH MAT BE REQUIRED TO PRODUCE THE END RESULTS MENDED BY THE CONTRACT DOCUMENTS. 1. P THE GENERAL CONTRACTOR 15 REQUIRED TO INSTALL A STOREFRONT BARRICADE DURING THE CONSTRUCTION PHASE OF MI5 PROJECT, 5KH BARRICADE TO MEET THE LATEST BARRICADE DESIGN REQUIREMENTS OF THE LANDLORD, NCLUDNG THE PAINTING OF SUCH BARRICADE AND ANY SIGNAGE ALLOWABLE BY LANDLORD AND TINDER LEASE OBLIGATION. 3. GENERAL CONTRACTOR TO COMPLETE ALL DEMOLITION AS NOTED M CONTRACT DOCUMENTS AND REMOVE ALL DEBRIS AND RUBBISH FROM THE PROJECT AND BUILDING SITE. 4. DEMOLITION WORK WLL REQUIRE APPROVAL FROM THE LOCAL BUILDING DEPARTMENT, MD ALL INSURANCE PAPERS AS REQUIRED BY THE LANDLORD Of THE BUILDING TO BE SUBMITTED WITH THE REQUIRED LIMITS OF LIABILITY AND INDICATION OF INSURED PRIOR TO STARTING WORK, 5. ALL AREAS ILHERE DEMOLITION IS TO OCCUR IS TO BE SECTIONED OFF FROM THE PUBLIC AND ALL REQUIRED SHORING, BARRICADING, AND SCAFFOLDING TO BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR 6. ALL WORE TO BE IN ACCORDANCE WITH OSHA. REQUIREMENTS. 1. ALL RUBBISH AND DEERS TO BE REMOVED FROM THE PROJECT SITE WITHIN A 14 HOUR PERIOD OR PLACED M PRE - APPROVED DUMPSTER LOCATIONSt THIS CONTRACTOR TO RECEIVE APPROVAL OF DUMP5TER LOCATION FROM BUILDING LANDLORD REPRESENTATIVE. 8. ALL DEBRIS REMOVED FROM THE PROJECT SITE TO BE DUMPED M ONLY APPROVED DUMPING SITE. ANY ASBESTOS REMOVAL OR DEBRIS DUMPING TO BE COMPLETED BY THIS CONTRACTOR PER PROPER APPROVALS. 9. GENERAL CONTRACTOR TO CONTACT BUILDING LANDLORD REPRESENTATIVE AND ALL UTILITY COMPANY REPRESENTATIVES HAVING ,AIRISDICTION OVER THIS PROJECT TO ASCERTAIN BELONG AND UTILITY COMPANY LNES ABOVE, WITHIN, OR BELOW PREMISES TO AVOID ANY POSSIBILITIES OF CUTTING SUCH LINES, CAUSNG EXPLOSIONS, ETC 10. GENERAL CONTRACTOR 15 RESPONSIBLE FOR THE BREAKOUT AND REMOVAL OE CONCRETE SLAB AT ALL AREAS WHERE RUDER SLAB MECHANICAL, PLUMBING AND ELECTRICAL WORK OCCURS. REVIEW AND COORDINATE EXACT LOCATIONS AND SIZES WITH THE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS. NOTE: DO NOT CUT SLAB WITHOUT WRITTEN APPROVAL FROM LANDLORD. II. ALL WORK TO BE COMPLETED FOLLOWING LANDLORD'S CONSTRUCTION 'RILES AND REGULATIONS'. 11. DEMOLITION OR DEBRIS REMOVAL TO BE COMPLETED IN A MANNER THAT THE 'DUET ENJOYMENT' OF ALL ADJACENT TENANTS OF THE BUILDING COMPLEX 15 ADHEED TO AND THE OPERATION OF ADJACENT TENANTS OR THE BUILDING IS NOT HAMPERED IN ANY WAY. 13. PROTECTION OF ADJACENT TENANTS OR SPACES IS REQUIRED PRIOR TO ACTUAL DEMOLRION. 14. ALL CUTTING OF SERVICES OR UTILITIES AFFECTNG THE BUILDING COMPLEX OR ADJACENT TENANTS INCLUDING SPRINKLER OPERATION TO BE COMPLETED ON 'OFF HOURS'. 15. ALL ELECTRICAL DEMOLITION TO BE COMPLETED BY A BONDED, LICENSED ELECTRICIAN THE ELECTRICAL SUBCONTRACTOR TO NSIT TOE SITE PRIOR TO BIDDING ON DEMOLITION AND SHALL REMOYR AND /OR RELOCATE ALL EXISTING ELECTRICAL DENCES, CONDUIT AND WIRING WORK AS CALLED OUT M THE CONTRACT DOCUMENTS AND AS NECESSARY WHETHER 5U04 ITEMS ARE INDICATED M THE CONTRACT DOCUMENTS OR NOT, IN ORDER TO ACCOMPLISH THE NSTALLATICN CF THE SPOONED NEW UCRK EQUIPMENT. MATERIAL AND DENCES REMOVED SHALL BECOME THE PROPERTY OF CONTRACTOR (IF AFPROVED BY THE TENANT/ SUCH ITEMS MAY ONLY BE REUSED IF SPECIFICALLY DESIGNATED M THE CONTRACT DOCUMENTS. CONDUIT, WIRE AND OUTLET BOXES REMOVED SHALL BE SCRAPPED BY THE ELECTRICAL CONTRACTOR ILHERE WALLS AND CEILINGS ARE TO BE REMOVED, THE CONDUIT IS TO BE CUT OFF BY THE ELECTRICAL CONTRACTOR SO THAT TOE ABANDONED CONDUIT M THESE WALLS AND CEILINGS MAT BE REMOVED WITH THE WALLS AND CEILINGS BY THE DEMOLITION CONTRACTOR ALL DEAD END CONDUIT RUNS SHALL BE PLUGGED AT THE REMAINING LINE OUTLET BOXES OR AT THE PANELS, IF NOT COMPLETELY REMOVED. 16. ALL PLUMBED DEMOLITION TO BE COMPLETED BY A BONDED, LICENSED PLUMBER PLUMBING SUBCONTRACTOR TO VISIT THE SITE PRIOR TO BIDDERS ON DEMOLITION, LOCATE ALL SUMMIT, WASTE AND VENT PIPING TO BE REMOVED, LABEL ALL SUPPLY, WASTE AND VENT PIPING TO REMAIN, COORDINATE WITH LANDLORD AS TO ALL CONCRETE CUTTING CF SLABS UNION WILL BE COMPLETED BY LANDLORD'S GC., CAP BELOW SLAB LINES AS REQUIRED, BRING UP TO SLAB ALL PIPES THAT ARE TO BE CREATED FOR CODE REQUIRED CLEAN -OUTS AND FOR ALL NEW CLEAN -OUTS. COORDINATE WITH GENERAL CONTRACTOR AND INSTALL A BRASS FINISH PLATE LEVEL WITH FINISH FLOOR ON NEW WORK ALL RECOMPACTION, BACKFILLEIG AND NEW SLAB WORK BY THIS CONTRACTOR N TO BE N COORDINATION WITH GENERAL CONTRACTOR CAP ALL LEES M DEMISING WALLS THAT WILL NOT BE REUSED AND REMOVE ALL LINES CONCEALED E DEMISING PARTITIONS THAT ARE BENG REMOVED. P. DEMOLITION WORK TO BE PHASED TO ALLOW PROPER EGRESS FOR ANY PERSON M CASE of FIRE OR HAZARD AND NO DEMOLITION WORK CAN OCCUR IF THE WORK JEOPARDIZES A MEANS OF EGRESS FOR THE PUBLIC OR PROJECT EMPLOYEES. 18. ALL FLOORING MATERIALS TO BE REMOVED UNLESS NOTED OTHERWISE. IC ALL LIGHT FIXTURES TO BE REMOVED UNLESS NOTED OTHERWISE. 10. REMOVE EXISTING GYPSUM BOARD AND ACOUSTICAL TILE CEILINGS UNLESS NOTED OTHERWISE. 11. ALL LABOR TO BE COMPATIBLE WITH OTHER LABOR COMPLETING WORK IN THE BUUILDUNG. 22. ALL PARTITIONING AND FINISHES TO BE REMOVED, UNLESS NOTED OTHERWISE, EXISTING FURRED WALLS AROUND PERIMETER TO BE REMOVED AS NOTED. 23. ALL SPRINKLER LINES, MANS, BRANCHES, AND HEADS TO REMAN OR TO BE MODIFIED, RAISED, REPOSITIONED BY THE GENERAL CONTRACTORS SPRINKLER CONTRACTOR OR LANDLORD'S DESIGNATED SPRINKLER CONTRACTOR (GENERAL CONTRACTOR TO VERIFY PRIOR TO BID/. 24. ONLY THE PLUMBING SHOWN TO BE REMOVED AND ALL ASSOCIATED PIPE PENETRATIONS THROUGH WALLS, ROOF AND FLOOR TO BE SEALED AND LEVELED SMOOTH WITH ADJACENT MATERIALS. 15. ALL ELECTRICAL WIRING AND FIXTURES TO BE REMOVED AND THE MAIN ELECTRICAL SERVICE TO BE EXTENDED AND RELOCATED BY THE GENERAL CONTRACTOR INCLUDING SERVICE CONDUIT AND WIRE, WITH ALL NBU TRANSFORMERS), DISCONNECTS(5( TROUGHS, PANELS, ETC. TO MAKE UP TENANT'S NEW ELECTRICAL DISTRIBUTION AREA, AS INDICATED ON THE CONTRACT DOCUMENTS 16. REUSE EXISTING ROOF SUPPORTS AND OPENNGS TO THE FULLEST EXTENT POSSIBLE AND PATCH AND REPAIR AS REQUIRED, AND AS INDICATED ON MECHANICAL DRAWINGS. 21. ALL EXISTING UTILITIES WITHIN LEASE LINES TO BE RAISED AND MODIFIED AS REQUIRED, INCLUDING SPRINKLER MAN, TO ALLOW FOR TENANT'S NEW FINISHED CEILING HEIGHT. ZS. THE GENERAL CONTRACTOR TO MAINTAIN THE INTEGRITY OF THE LANDLORD STOREFRONT BULKHEAD, TO STRUCTURE ABOVE. ALL REPAIRS ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR DEMOLITION LEGEND C EXISTING CONSTRUCTION TO BE REMOVED EXISTING CONSTRUCTION TO REMAIN T.G.C. TO NOTE: TCG.C. TO INSPECT ABOVE EXISTING CEILINGS TO ENSURE THAT TENANT'S PROPOSED CEILING HEIGHTS CAN BE MET PRIOR TO BID. NOTE: TENANT G.C. TO INSPECT AND DETERMINE IF ANY ITEMS (WALLS, EQUIPMENT, ETC.) INDICATED TO BE REMOVED, CAN BE SALVAGED AND RE -USED. IF ANY SUCH ITEMS ARE DETERMINED TO BE SALVAGEABLE, TEN. G.C. TO NOTIFY TENANT PROJECT MANAGER AND /OR ARCHITECT FOR DIRECTION BEFORE PROCEEDING. ADDITIONALLY, IF ANY ITEMS NOTED TO BE RE -USED ARE FOUND TO BE DAMAGED BEYOND REPAIR, TENANT G.C. TO NOTIFY TENANT OR ARCHITECT OF SAME. n EXISTING STOREFRONT FRAMING 4 GLAZING TO REMAIN EXISTING STAIR 4 RAILING TO REMAIN REMOVE THIS SECTION OF PARTITION WALL FOR NEW DOOR OPENING. REFER TO DLLs. AI.I FOR LOCATION EXISTING FIRE ALARM TO BE RELOCATED. SEE DWG. FAI.I EXISTING ELECTRICAL EQUIPM'T TO BE REMOVED AND /OR RELOCATED. SEE ELECT "L. DWG5. FOR NEW WORK NOTE: COMPLETELY DEMOLISH INTERIOR OF EXISTING SPACE. REMOVE ALL FLOOR FINISHES, CEILING (TILES, GRID, SUSPENSION SYSTEM, ETC), LIGHT FIXTURES AND WIRING BACK TO PANELS, PARTITIONS, DOORS, STORE FIXTURES AND OTHER IMPROVEMENTS BY PREVIOUS TENANT(S). REFER TO ALL ELECTRICAL, MECHANICAL, AND PLUMBING DRAWINGS FOR ADDITIONAL REMOVALS AND DEMOLITION NOTES. (EXISTING HVAC EQUIPMENT 4 DUCTWORK MAY BE REUSED. MAKE REMOVALS ONLY AS NOTED ON HVAC DRAWINGS. REMOVED THIS SECTION OF EX. STOREFRONT FRAMING 4 GLAZING NECESSARY TO RELOCATE ENTRY DOORS 60' -0" DEMOLITION FLOOR PLAN SCALE: I/8'=i' -0' INDICATES EXISTING CONSTRUCTION TO BE REMOVED (TYP) 5 5/5" LINE OF EXISTING CONCRETE SIDEWALK TO REMAIN 116' -9 1V8" REMOVE EXIS HEATER 4 SE CAP OLD PL FLUSH W/ FLO 1,1 JL - - - - I II mI1 " I ■ II 'G WATER VICE SINK BING LINES R SLAB EXISTING I STOREFRONT RAMING 4 GLAZING TO REMAIN EXISTING ELECTRICAL EQUIPM'T 4 PHONE BD. TO BE REMOVED AND /OR RELOCATED. SEE ELECT'L DWGS. FOR NEW WORK EX. 9 1/4' X 9 1/4' WD. BUILDING COL. a ENCLOSURE TO REMAIN. (TYPICAL) II' -6 I/2' LINE OF EXISTING PIERS TO REMAIN (TYP.) REMOVE EXISTING AREA OF CLOSED -UP WALL TO REACTIVATE OVERHEAD DOOR REMOVED 4 RELOCATE EXISTING ENTRY DOORS. 15/8" u II II' -6 3/4' EXISTING STAIR 4 RAILING TO REMAIN RECEIVED CITY OF TUKWILA NOV 26 2001 PERMIT CENTER Doi -X73 VJ W I- a1.1 z dim z S T„,1 V~P 4 r eolow n DRAWING NO D1.1 PARTITION LEGEND PARTDITIONIWGA L 5 E CTIO G r OORDINATED EXISTTNG DEMISING PARTITION. ( I HR. RATED UL • U465 ) EXISTING STUDS FLOOR TO DECK a 24' O.G. TEN. G.C. TO FURN. t INSTALL METAL R)RRING CHANNEL W /(I) LAYER 5/8' TYPE 'X' GYP. BD. FROM FLOOR TO 6' ASV. FIN. CEILING ON TEN. SIDE ONLY TAPED, SPACKLED AND PREPARED AS REQ'D. TO RECEIVE NEW FNI5HE5. (SHAFT WALLS TO RECEIVE 2- LAYERS OF TYPE 'X' 5/8' GYP. BD.) I I O I EXISITNG DEMISING PARTITION. (1 NR RATED UL • U465 ) EXISTING STUDS FLOOR TO DECK a 24' O.C. TEN. G.C. TO PATCH AND REPAIR AS REQUIRED FROM FLOOR TO DECK ABOVE TO MAINTAIN REQUIRED FIRE RATING, TENANTS SIDE ONLY. TAPED, SPACKLED AND PREPARED AS REQ'D. TO RECEIVE NEW FINISHES. © ® NEW NON -RATED INTERIOR PARTITION: 6' 20 GA. MTL. STUDS AT 24' O.G. FROM FLOOR TO MIN. 6' ABOVE CLG. APPLY I LAYER 5/8' TYPE 'X' GYP. BD. TO EACH SIDE (OR I SIDE AS REQUIRED BY CONDITION AND LOCATION) TO MIN. 6' ABOVE CLG. TAPED 4 SPACKLED AND PREPARED AS REQUIRED FOR NEW FINISHES (AT TOILET ROOM SIDE. PROVIDE W.R. GYP. BD.) © NEW NON -RATED INTERIOR PARTITION: 3 5/8' 20 GA. MTL, STUDS AT 24' 00. FROM FLOOR ""0 UNDERSIDE OF CEILING OR SOFFIT ABOVE APPLY (I) LAYER 5/8' TYPE 'X' GYP. BD. TO EACH SIDE (OR I BIDE AS REQUIRED BY CONDITION AND LOCATION) TO CEILING OR SOFFIT ABOVE TAPED 4 SPACKLED AND PREPARED AS REQUIRED FOR NEW FINISHES (AT TOILET ROOM SIDE. PROVIDE WR GYP. BD.) ® 0 NEW NON -RATED LOW INTERIOR PARTITION: 3 5/8' 20 GA. MTL. STUDS AT 24' 0O. FROM FLOOR TO 8' -0' ABOVE FINISHED PLATFORM . APPLY (I) LAYER 5/0' TYPE 'X' GYP. BD. TO EACH SIDE (OR I SIDE AS REQUIRED BY CONDITION AND LOCATION) TO 8' -0' APP. PROVIDE PLASTIC SNAP -ON CAP ON TOP OF WALL. TAPED 4 SPACKLED AND PREPARED AS REQUIRED FOR NEW FINISHES ® © NEW NON -RATED LOW INTERIOR PARTITION: 3 5/8' 20 GA. MTL. STUDS AT 24' O.G. FROM FLOOR TO 1' -1 518' APP. APPLY (I) LAYER 518' TYPE 'X' GYP. BD. TO EACH SIDE (OR I SIDE AS REQUIRED BY CONDITION AND LOCATION) TO T' -T 5/8' A.F.F. PROVIDE PLASTIC SNAP -ON CAP ON TOP OF WALL. TAPED 4 SPACKLED AND PREPARED AS REQUIRED FOR NEW FINISHES 6 — (I) ONE HOUR RATED PARTITION (UL DESIGN NO. U465) 3 5/8' 20 GA. METAL STUD WITH (I) ONE LAYER OF 5/8' TYPE 'X' GYP BD. ON EACH SIDE TO DECK (OR RATED CEILING) TAPED, SPACKLED AND PREPARED AS REQUIRED FOR NEW FINISH I■- ■ ■, 0 EXISTING RATED PARTITION, G.C. TO PATCH, REPAIR AND PREP TO RECEIVE NEW FINISHES AS NOTED I I © NOTES: I. PROVIDE BRACING TO STRUCTURE ABOVE, AS REQUIRED FOR ALL PARTITIONS. 8' - 10 3/4" " EXI - TING WALL TO REMAIN PATCH AND REPAIR AS REQ'D, GO. TO INFILL INTERIOR WALL AREA AT OVERHEAD DOOR AREA TO MATCH AND ALIGN WITH ADJACENT (MTL STUD GYP BD) PREP TO RECEIVE NEW FINISHES AS NOTED 12' - 11 3/8" ays Etta•• 1 14' -4 1/8" 15' -0" HOLD 19'-2 15' -3" HO 19' -10" 005 SEAMSTRESS CLG. HT. N 12' -0" • F.M. . SEE 2144.1 FOR ENLARGED PLAN 18 -8" 24'-5" 10'-0" 5' HOLD 15' - 3" 13' - 10 5/8" LINE OF GYP. BD. CURTAIN WALL ABV. 010' -4' APP. 26' - I I NEW STOREFRONT ENTRY DOORS, VESTIBULE FRAMING 4 GLAZING TO MATCH EXIST( LINE OF PLATFORM EXISTING COLUMNS 4 COLUMN ENCLOSURES TO REMAIN. PATCH, REPAIR AND PREPARE FOR NEW FINISH (TYPICAL) I I' -6 I/2" 3' -4 5/8" , 4' 5 " 21' -I1 3/4" 24' -4 3/4" I0' -3" II' -6 3/4" CORRIDOR CLG. HT. S - 1' - 3" A.F.F. EX. WOMEN'S TOILET RM. CLG. HT. co 8 - O" A.F.F. 1002 'SALES AREA CLG. HT. S 12' -0" A.F.F. DRAWING NO. DAVID A. UMW STATE OF WASHINGTON LOCATION OF EXISTING CONC. STEPS t RAILING TO BE REPAIRED AS REQUIRED I 01—(ELECTRICAL ROOM CLG. HT. S 9' -8" A.F.F. LOCATION OF NEW AND RELOCATED ELECTRICAL EQUIPMENT. SEE ELECT L DWG5 FOR NEW WORD G.C. TO INSTALL (2) 4-0' X 3' -0' PLYWOOD BACKER BOARDS FOR EQUIPMENT RELOCATED FIRE ALARM PANEL CLOSE -UP EXISTING OPENING IN WALL FLUSH W/ ADJACENT MAINTAIN FIRE RATINGS AS REQUIRED BY CODE 1751TISHOE STOCK CLG. HT. S 12' -0" A.F.F. SEE 1 /A4.1 FOR ENLARGED PLAN SALES DR. RMS CLG. HT. S 12 - 0" A.F.F. DRESSING AREA CLG. HT. S 12' -0 ' . F.F 0 1' -4 1/2" 12-9 1/4 1 012 (SEAMSTRESS DR, RMS. CLG. HT. S 12-0' A.F.F. 20' -1 3/4" EXIST'G STOREFRONT FRAMING GLAZING SYSTEM TO REMAIN. CLEAN 4 POLISH TO LIKE NEW CONDITION c1 - 51F1;. MERCHANDISE CL. CLG. HT. S 12 -0 A.F.F. SEE 4/A42 FOR ENLARGED PLAN CONSTRUCTION FLOOR PLAN 20' -8 T/8 4-0i" 5'-II" 4 OOI VESTIBULE I6' -10 CLG. HT. S 12' -0" A.F.F. 3/8' 006 STAGING AREA CLG. HT. S 12'-0" A.F.F. SEE I/A4.1 FOR ENLARGED PLAN 1004f MGR'S OFF/LOUNGE CLG. HT. S 12'- O' SEE I/442 FOR,E PLAN 4. 5' -I I EXISTG/ RELOCATED ENTRY DOORS 24'- 3/4' 20' -T 1/4" EXIST'G STOREFRONT FRAMING I GLAZING SYSTEM TO REMAIN. CLEAN t POLISH TO LIKE NEW CONDITION 1 016 1D.M, OFFICE 25 5/8" CLG. HT. S 12' -0" A.F.F -8 I/8 1' -4 1/4" I PROVIDE JEW FRAMING t GLAZING IN AREA WHERE EX. ENTRY DOORS HAVE BEEN REMOVED. NEW TO MATCH EX STING — EXISTING OVERHEAD DOOR TO BE REACTIVATED FOR USE. INSPECT FOR PROPER OPERATION. (GO. TO NOTIFY TENANT IF DOOR NEEDS TO BE REPLACED) 014 HALLWAY CLG. HT. S 12' -0" A.F.F IT' -I 1/4" TRAINING ROOM CLG. HT. S 12' - 0" A.F.F. SHOE DYE CLG. HT. S 12' -0" A.F.F. SEE 5/A4.1 FOR ENLARGED PLAN EX. MEN'S TOILET RM, CLG. HT. S 8' -O" A.F.F. EXISTING WALLS TO REMAIN PATCH AND REPAIR AS REQ'D PREP TO RECEIVE NEW FINISHES AS NOTED SALES DR. RMS CLG. HT. S 12' - 0" A.F.F. 005IDRESSING AREA CLG. HT. S 12' -0" A.F.F. LOCATION OF EXISTING CONC. STEPS t RAILING TO REMAIN 101 -373 ECEIVED CITY R OF TUKWILA NOV 26 2001 PERMIT CENTER ROOM FINISH SCHEDULE NO. NAME FLOOR BASE WALLS CEILING GLG. HEIGHT 001 VESTIBULE 0 Gs 4 -10° 002 SALES AREA 0 e ar ALT 12'- 0°10'-6° 003 DRESSING AREA ©0 0 0 ALT 12-0 004 MGR'S OFFJLOUN6E - 0 © 0 12'- 0 005 m 001 SEAMSTRESS Iii 0 2 1 12'0° STAGING AREA MR 0 2 j'''' . 12 SHOE DYE 0 s _ _ A 0 12'0° OOa MENS TOILET RM. © 0 0 0 Iiil 0 V -0. 009 WOMENS TOILET RM. `'m M0 O'0 O b`0° 010 MERCHANDISE CLOS. 0 - cia 12'0° OII SHOE STOCK 0 ® 12b° 012 SEAMSTRESS DR RMS e 0 0 IIR O rm O s NI IN 12'0" 12-0 013 SALES AREA DR RMS 0 © 014 CORRIDOR 0 Id 0 12'0° NOTES: I. ALL AREAS NOT SPECIFICALLY CALLED OUT SHALL RECEIVE SAME FINISH AS ADJACENT AREA 2. ALL WALLS IN RECEIVING AREA SEAMSTRESS AREA LOUNGE, SHOE DYE ROOM, AND MANAGER'S OFFICE NOT EXPOSED TO CUSTOMERS TO BE PAINTED PT -2, WHITE 3. ROOM *013 WALLS TO BE PAINTED PT -3 TO 0'-0 A.F.F. AND FT -I ABOVE 6-0" A.F.F. FINISH SYMBOLS FLOOR FINISHES: ARTESIA BL, STYLE *: 50410 G COLOR: VAN 606H, COLOR *: 18411 CARPET BY DAVID'S BRIDAL INSTALLED BY TEN GENERAL CONTRACTOR 2 MAT VGT 'VGT VINYL COMPOSITION TILE, "AZROGK "TQ -220 DUSK GREEN NOTES: I. ALL CARPETING SHALL MEET REQUIRED FLAME SPREAD RATINGS AS REGd)0ED BY STATE 4 LOCAL CODES. 2. GENERAL CONTRACTOR TO COORDINATE RELEASE AND SHIPMENT OF CARPET TO JOBSITE PRIOR TO DELIVERY. EXTERIOR FINISHES (WHEN NOTED): EIFS EIFS 2 PT 5 PT REGISTRY 00, STYLE * A5455 COLOR: TEAL SUPREME, COLOR *: 15346 CARPET BY DAVID'S BRIDAL INSTALLED BY TEN. GENERAL CONTRACTOR. ALL WEATHER MAT BY DAVID'S BRIDAL INSTALLED BY T.G.G. WHITE COMPOSITION TILE, "CONGOLEUM" *AL -II OR EQUAL STO *10522, "IVORY KEY° STO *6050, "WHITE LINEN" PAINT TO MATCH EIFS -I 5HERWIN WILLIAMS, °FENGEPOST WHITE" (5W 2014) EXTERIOR. PAINT TO MATCH EIFS -2 SHERWIN WILLIAMS, "WHITE HERON" (5W 2425) EXTERIOR. NOTE: REFER TO EXTERIOR ELEVATIONS (SHEET Aa) FOR FINISH LOCATIONS WALL FINISHES: PT i FT FRP 12 ACT I MERGER COLOR *535 (HEDGE GREEN) 4" COVE BASE PAINT - SEMI- SL055, " SHERWIN WILLIAMS" 355-1052 TURKISH TOWEL LVR 65% PAINT - SEMI " SHERWIN 511114MS PROMAR 200 INTERIOR LATEX *53111201 - COLOR ZL- 00025P W/ BASE OF "5HERWIN WILLIAMS" *5W -1116 LVR 13% VELLUM NOT USED) F.R.P. PANELS BY "MARL," 5 -1006 -644, WHITE 4x4 MR I/4" POLISHED GLASS MIRROR SW SLATWALL SW SLATWALL WITH STANDARDS NOTES: I. PROVIDE VINYL BASE ON ALL EXPOSED WALLS, EXCEPT MIRRORED WALLS. 2. INSTALL VINYL BASE AT COL'S NOT COVERED W/ MIRRORS GEILIN6 FINISHES: 5 /0" TYPE °0" GYP. BD. PAINT - FLAT, " SHERWIN WILLIAMS" PROMAR 200 INTERIOR LATEX 253111201 - WHITE ARMSTRONG SECOND LOOK I I 2' X 4' TILES 02161 W/ WHITE GRID 10I 'ELECTRICAL ROOM GLG. HT. S .1 A.F.F. SEAMSTRESS GLG. HT. 3 12' - 0" A.F.F. DRESSING AREA GLG. HT. S 12' -0" A.F.F. T.G.C. TO INSTALL MIRROR 1 012 'SEAMSTRESS PR. RMS. PANELS WITH THE CENTER 0L6. HT. 0 12' - A.F.F. OF CENTEREDACN WALL 1010 'MERCHANDISE CL. GLG. HT. ®12' - O" A.F.F. IOO6ISTAGING AREA 016. HT. 0 12' -0" A.F.F. 10' -S FLOORING 4 PLATFORM TRANSITION LINE FLOORING 4 PLATFORM TRANSITION LINE 46' -1 I/2' \\ 25' I_IN111-I'v I_■■U•Ii NEIMMI •EMME SHOE STOCK 0L6. HT. 5 12' - 0" A.F.F. SALES DR. RMS GLG. HT. 0 12' -0' • .F.F. FLOORING 4 PLATFORM TRANSITION LINE TG.C. TO START TO INSTALL MIRROR ANELS WITH THE CENTER FIRST PANEL BEING CENTERED ON WALL IOO4IMGR'S OFF/LOUNGE GL6. HT. S 12' -0" A.F.F. 116' -S 1/8" 1 016 ID.M. OFFICE GL6. HT. 012' -0" A.F.F. VGT 1 F71.71. HALLWAY GLG. HT. 0 12' - 0" A.F.F. I0I5 CORRIDOR GLE, HT. S 1' - 3" A.F.F. 1 015 'TRAINING ROOM OL6, HT. S 12' - 0" A.F.F. SHOE DYE GLG. HT. S 12' - O" A.F.F. EX. MEN'S TOILET RM. 016. HT. 0 8' - O" A.F.F. EX. WOMEN'S TOILET RM. OLIN. HT. S 8'-O" A.F.F. SALES DR. RMS 015. HT. S 12' - O" A.F.F. I003IDRESSING AREA GLG. HT. S 12' - 0" A.F.F. 1002 'SALES AREA GLG. HT. S 12' -0" A.F.F. O REGISTERED CHITECT DAVID ADAVID A. UDKOW STATE OF WASHINGTON 0 O Q )fl w O go 111 LL N f0 V � m Q Q W 2 F (0 z X u, X v W v FINISH FLOOR PLAN SCALE: 1 /8 " =1'-0" 0 o 1001 'VESTIBULE OLE HT. 0 12' -0" A.F.F. 60'-0" , T 85' -I 15/0" 0 FLOORING TRANSITION LINE / / 2W-11 5/5" di b0! -373 RECEIVED CITY OF TUKWIL0 NOV 26 2001 PERMIT CENTER DRAINING NO. FIXTURE SCHEDULE NOTE. ALL FIXTURES SUPPLIED BY DAVID'S BRIDAL, INSTALLED BY 6.G. SYMBOL DESCRIPTION SYMBOL DESCRIPTION CASH/YRAF AND BACK AREA PARTITION RECEPTION DESK AT ENTRY W5 - ENTRY DISPLAY 4' X 3' STAGING RACK SLIP BIN ENI7CAP N1/ 3" HOOK BOOK HOLDER ENDCAP NV HINGED POSTER FRAME CHAIR AT SHOE AREA SLATINALL SLATINALL NV STANDARDS COUGH DESK COUTURE TABLE SENINE, MACHINE S X 2' ADJ. CHROME DRESS RACK Ill LOIN BOY FIXTURE C HEIRLOOM FIXTURE SMALL PLATFORMS CHROME FINISHED 7" STAND JEBELRY FIXTURE CHROME FINISHED 4-WAY STAND LADDER COSTUMER LOCKERS ROUND TABLE DISPLAY MANNEGUIN AND/OR FORM OLEEN ANNE SIDE CHAIR TASK CHAIR REFRIGERATOR IT HALL MTD. FACEOUT SALES AREA CORNER DISPLAY 5' X 2' CHROME ADJUSTABLE RACKS SALES AREA GIFT DISPLAY X MITE ADJUSTABLE RACKS ADD-ON HANG BAR SALES AREA DISPLAY UNIT TIARA FIXTURE DISPLAY TABLE PANTY HOSE FIXTURE FITTING ROOM HANG BAR CEMI GL6. HT. B I2' -O" A.F.F. BEE 7/44.1 FOR ENLARGED PLAN I OM 1ELECTRICAL ROOM GLG. HT. O 9' -8" A.F.F. SEAMSTRESS SHOE STOCK GLG. HT. 0 12-0" A.F.F. SEE 1/A4.1 FOR ENLARGED PLAN 013 SALES DR. RMS C.L.G. HT. B 12' -O" A.F.F. 003 DRESSING AREA GLG. HT. ®12' -0" A.F.F. OJT" b I SCALE: I/8" =1' -0" 1 012 'SEAMSTRESS DR. RM5. GLG. HT. B 12' -0" A.F.F. • MERCHANDISE CL. GLG. HT. a 12' -0" A.F.F. SEE 5 /A4.I FOR ENLARGED PLAN ` NON-BRIDAL COUNTERTOP NV LOU SUPPORTS BRIDAL FLOWER GIRL IL1112:111=1131 018 CORRIDOR GLG. HT. B P -3" A.F.F. m FIXTURE FLOOR PLAN 001 1VESTISULE GL6. HT. a 12' -0" A.F.F. 5.1 5/5" 100615TAGING AREA GLG. HT. a 12' -0" A.F.F. SEE I /A4.I FOR ENLARGED PLAN I 004IM6R'S OFF/LOUNGE GLG. HT. B 12b" A.F.F. SEE 4/A4.I FOR JIelyfD PLAN I CI6ID.M. OFFICE GLG. HT. a 12' -0" A.F.F. 29' -II 5/5" 1 014 IHALLV`4AY GLG. HT. B 12' - 0 " A.F.F. 1 015 'TRAINING ROOM GLG. HT. 0 12' - 0" A.F.F. SHOE DYE GL6. HT. 0 12' -0" A.F.F. BEE 3 /A4.I FOR ENLARGED PLAN EX. MEN'S TOILET RM GLG. HT. B 8' - O" A.F.F. EX. WOMEN'S TOILET RM. GLG. HT. B 8' - O" A.F.F. 1015'SALES DR. RMS GLE, HT. 0 12' - 0" A.F.F. 003 DRESSING AREA GLG. HT. B 12' - O A.F.F. '002 'SALES AREA GLG. HT. ®12' -0" A.F.F. 'Do I °373 RECEIVED CITY OF TUKWILA NOV 26 2001 PERMIT CENTER 0 0 9 Z N In N � 340B REGISTERED P^ HITECT an In LL dO Y � DRAWING NO. VID A. UDKOS STATE OF WASHINGTON 4 O 3 V A2.I 0114 X O X FIXTURE PLAN EXISTING I'X4' SURF. MTD. FLUOR. FIXTURE EX. GYP. BD. 8' -O" A.F.F. EX. GYP. BD. E,0" A.F.F. NEW WALL SCONCE BOTT. MTD. 6' -6' A.F.F. (TYP. FOR LINE OF EXISTING STOP ABOVE CEILI REMAIN TART POINT OF 10-6" AFF GLG. GRID (SIM. OPP. _ SIDE) CURTAIN WALL 10'-4" A.F.F. ACT. GLG. HT .® 12'-0" A.F.F. START POINT O 12' -O AFF GLG GRID (SIM. OPP SIDE) FIXTURE VALANCE LIGHTING CURTAIN WALL 10' APP. ACT. GLG. HT.@ 12'-0" A.F.F. FIXTURE VALANCE LIGHTING ACT. GLG. HT.. 10' -6" A.F.F. EX. GT, 13, LL6 F-S A.F.F. ACT. GLG. HT.@ 12'-0' A.F.F. EX. WOMEN'S TOILET RM. GLG. HT. ® 8' -O" A.F.F. SALES DR. RMS GLG. HT. 0 12' -0" A.F.F. SALES AREA GLG. HT. ®12' -0" A.F.F. I OI'i'ELECTRICAL ROOM GLG. HT. G Al ' -8" A.F.F. SEAMSTRESS OLIN. HT. ®12' -0" A.F.F. SHOE STOCK GLG. HT. ®12' -0" .F. SALES DR. RMS CLS. HT. ®12' -0" A.F.F. DRESSING AREA GLG. HT. ®1 2' -0' A.F.F. LIGHT FIXTURE SCHEDULE SYMBOL AI E' A2 AS A4 B C O D Fl F2 G GI a H a' HR —T:'— J K 0 L M WW EX DESCRIPTION 2x4 FLUORESCENT LIGHT FIXTURE WA'RISMATIU LENS 2x4 FLUORESCENT LIGHT FIXTURE )/PRISMATIC LENS I BATTERY BACK-UP 2,0 FLUORESCENT LIGHT FISTIRE A/RISMATIC LENS 2x2 FLUORESCENT LIGHT FIXTURE PI/PRISMATIC LENS 6 BATTERY BACK -UP 6' ADJUSTABLE DOWNLIGHT EXIT SIGN WITH DIRECTIONAL ARROSG PER CODE W BATTERY BAGS - UP (LED TYPE) 1ALL RIRNISHED BY TENANT INSTALLED BY T.G.C. FLUORESCENT VALANCE LIGHT (SLIM LINE ONLY) T -8 LAMP EXHAUST FM (STAGING AREA) EXHAUST FAN (SHOE DYE) N FULL -DOSN ADJ. - ABLE ACCENT LIST 8' RAJ. -DOSE ADJUSTABLE ACCENT LIGHT 0-FAMILY ROUND BACK TRACK FIXTURES HR- DENOTES SAME FIXTURE HY 24' L. ROD DOOR BELL CHIMES CEILING SPEAKERS MADISON HALF GIRLIE CANOPY LIGHT FixTuRE EXTERIOR NALL SCONCE LIST FIXTURE COMPACT FLUORESCENT WALL 159554 FLOOD TRACK FIXTURE EX ISTING FI XTURE MOUNTIN RECESSED RECESSED RECESSED RECESSED RECESSED REFACE SURFACE SURFACE RECESSED RECESSED RECESSED SURFACE SURFACE SURFACE EXISTING MANUF. LIGHTOLIER LIGHTOLIER METALUX METALS J.50 LIGHTALARMS INTERNATIONAL LIGHTING DAY -BRITE Z P PENN PE VENTILATION JUNO RECESSED RECESSED SERFAGE RECESSED VISIONAIRE LIGHTING EVERGREEN LIGHTING INDY LIGHTING EXISTING CATALOG XRGAI2534012003 XT2GAI2534011003 2GC3BX40AI25120E851 2GC313X40AI25120EB51 TG2- 248 -04I C X3 - B4B E5052 -30 5125 5102 MODEL 01215 800 CFM MODEL .255 100 GPM TC946 -652 WH TC944- 6 -M T442541 MHC UO WH2210 EXISTING VOLTAGE 120 120 120 120 120 PER CODE 120 120 120 120 120 (OUAN) LAMP 3 -F32T8 3-F32T8 3 -RIAX 40W 3 -01AX 405 1554 PAR 30 2 -1554 . 2- 1354 R 1 -2551 TN SLIM LIES 1 -3251 TO SLIM LINE 151 PARBO 1554 PARS0 5054 MRI6 12o 120 120 EXISTING MXR10 MH (2) 215 BX (2) FIBBX/RS (2) WWX -L FT 18DURS (OUAN) BALLAST N 3 LAMP ELECTRONIC (1) 3 LAMP ELECTRONIC (1)- 3 LAMP ELECTRONIC N- 3 LAMP ELECTRONIC WA WA WA N - I LAMP ELECTRONIC WA WA WA WA WA SOLID STATE BALLAST 5 591 t 4011 NEW TO MATCH EXISTING NEW TO MATCH EXISTII. IF RECD WATTS 90 90 (SEE NOTE .I) NO SO (SEE NOTE RI) 15 50 120 10 A/LIN. FT. "15 15 50 10 54 EXISTING 2'X4' SURFACE MTD. FLUOR. FIXTURE 1 012 'SEAMSTRESS DR. RMS. GLG. HT. 0 12' -0" A.F.F. MERCHANDISE CL. GLG. HT. ® 12' -0" A.F.F. 1001 I 1006, 'STAGING AREA GLG. HT. ®12' -0" A.F.F. OI6 IP.M. OFFICE 1004IMGR'S OFF/LOUNGE GLG. HT. ® 12' -O" A.F.F. GLE, HT. S 12' -0" A.F.F. 1 014 (HALLWAY GLG. HT. ®12' -0" A.F.F. 116' -A 1/S" EXISTING STRIP FLUOR. FIXTURE H) EX. GYP. BD. GLG. 018 CORRIDOR TO GLG. HT. 5 1' -3" A.F.F. TRAINING ROOM Le. HT. ® 12 -0 A.F.F. SHOE DYE GLG. HT. S 12 -0 A.F.F. EX. MEN'S TOILET RM. 005. HT. ® 8' -O" A.F.F. DRESSING AREA LG. HT. S 12' -0" A.F.F. 7� F- Y Q z N 00 D `10 N a0 QM2o O I I Q V a F W W W - O O � mm = z z W 0 0 QPEZOt0 E D a <�'rnmm A 0 C K .z *I Q Q w � 611- u m 0 to 2 O � X u , X A NOTES: I). ALL FLUORESCENT NIGHT LIST FIXTURES (A2) SHALL BE PROVIDED WITH EMERGENCY POSER PACKS, TEST SWITCH, AND POSER INDICATOR WHERE REOUIRED. IMPORTANT EXTEND ALL EMERGENGY/NISHT LIST/EXIT FIXTURES TO 24 HR. CIRCUIT. 2). CEILING TILE ARMSTRONG SECOND LOOK II 2X4 TILES 112151 AU WHITE GRID SUPPLIED AND INSTALL BY TENANT GENERAL CONTRACTOR ®12- O"AFF.; AND ®10 "-6' A.F.F. IN SOFFIT AREAS ONLY. 5). ALL EXISTING EXTERIOR LIST 515115E5 SE TO BE CLEANED, RE- LENSED, AND RE- LAS-FED 4). ALL EXI5TIN5 EXTERIOR SOFFIT FLUOR. LIST FIXTURES ARE TO BE REPLACED I OTH NEW TO MATCH EXISTING !. u■■■.■ u■■■ u.■■ u■ u..■ it ■u■1■i1!\9u1.1 ■1 ■! ■! ■i ■! ■i ■! ■i■ I` .� r ©. -i■■■OMPII!:GTI•u:�lq� ll■■ 411 .I.u::■::y :1■■■■..' i% S I -■`_ _,_ ::n IIJ A Ilu ■ ■■ l�ili6E , � 116,= `■�� N- p� I.■ E■� I; ■ 1 ■ ° II! ■L!:! ■!I 91 IU! 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T. ®1 11 �,,, ��� ■■ ■■■ ■a■ � II I al :a: '::::::—:■-�=::::Y::�v::■:•`4:` '11. MIIIINIIIIINIII __ ■■::=::m■ ■■ � ::::m:::::1 _ �ltni1�...a ■E1 ■:1l:::■: ■:: - iiiiiimili�U11 n o n. 111 ` ... �I:■ _ :..211111111111 � _ _ : mii • �1:■ m:�::::: ■ ■:::::Um■: ■::N:::I:::::::m I !1 ::a::: E IIIV::i: viii ■ ■:::t - ■ ■ ■:::: ^■■mmmmm"'1� _ I - ---- - -- - - -� l�gg11'1:11:1m r��-��■iiiiii■��1�-��■�1:1i IMINI :• ::: :: a i:: �� -5 IMIII: :. ■m:::::�:■R�: ■::■■■1■:■I1: ■:I Il! . I 1: '•W �i :e1 :! ' °� 4s ■ '` 1 illinalis 1 :■ : :■mo m: ■.■■■: ■ ■■ a i:1 i All - ifi _: mmm l' : INL I::: � I Mibm 1. :A ,o ' :::!i::: ■::b MMEir•.°uM��l■ M � � : � ■ ■; -• ■e■■ IIIIIr!!!! ! !!!!!, 1 I II ��""" I m ACT. GLG. HT® n 1 11 ACT. GLG. HT.® 12=0' A.F.F. 12'-0" A.F.F. 60' -0" REFLECTED GE I L I NG PLAN SCALE: 1/5" =1' -0" VESTIEULE GLG. HT. ® 12' -0" A.F.F. e,4 5/8" 29' -I 5/8" 1 I/O " RECEIVED CRY OF TUKWILA NOV 26 2001 PERMIT CENTER X0 1-373 DRAWING NO. 3'-b° 1:32 DAVID A. UDKOW ARCHITECT TENANT IMPROVEMENTS • CONSULTING 9750 NORTH 96th STREET SUITE 219 SCOTTSDALE, AZ. 85258 (480) 614 -3385 bus (480) 614 -0209 fax il lLi ,-.1 I -,_ ■CIE \■■ i7 A2 . I 1 , 1 HT illi CI NG STRUCTURE ABOVE O FOR , LATERAL SUPPORT STARTING POINT OF S ACT CEILING GRID ∎ , aiN © 1 _ —� LINE OF GYP. BD CURTAIN WALL BOTT. ®10' -4" A.F.F. , C - � ��ra __- ___ ■ Ill J it� M� man © — ■ 0GL6 A.F.F. LAY -IN ACOUSTICAL CEILING BY G.G. B . O . SOFFITT �® 3 5 M STUDS r I/2" 6YP BD. EXTEND GYP BD TO b" ABOVE FINISH CEILING GL6 HT ` 6 -q. 1,,6" ■� \ � 4 —�� —� 3408 REGISTERED HITECT j , IDA.UOKOW STATE OF WASHINGTON Q N �, \i_l.��i�i ^ .9-.I 9-,E ` :4 ALIGN END OF CURTAIN WALL WITH EDGE OF PARTITION WALL (TYP.) ■� �� • - ■ 11111 r -� I I=�r_7 aDI ,. �IC�� I ®10' -b A.F.F. ERR ■�i, i�� 10' - ®b " A.F.F. 10 '- 4 " A.F.F. IGAL ® m - � in ENE , �IMO'I �� 7 ry - � / I / -/ , / „ .. „ V .9-,E V. 10 PT IN SEE SN CEILING G.C. AI.2 FOR SPEC'S 3 CURTAIN WALL DETA1L ' 2 NLARGED CEILING PLAN AT GASH /WRAP AREA PLAN AT GASH /WRAP SOFFIT COMMENTS A3.2 SCALE: I/4' = I' -0' A3.2 SCALE: 3/4' a I' -0" • 'ENLAREP SCALE: I/4° = I' -0' 15' -3" RADIUS STARTING POINT OF ACT CEILING GRID I , 11� 11 I I I_uI$ i j , I ,� ' / LFJ�- ?Jd_cHJ / / 10'-3' • 2'-b° ALIGN END OF CUR EDGE OF PARTITION WALL CURTAIN WALL BOTT. LINE O 11111 ®10'-4" A.F.F. — I . I = 21 L ®10' - b" A.F.F. g P MO -- - �'I ��u7// / / Y Q1II / / ///IIBV/d 0®Y // M1 /!I / / / //. .o-.9 O ENLARGED ' �'-. Egiiipp../4 �— 1 III I ENLARGED [IOW '0Z %NON 3190 l ®55 - 1d oN Gor ntra 8.19210 TENANT STORE No. 168 XXX 79dS 'oN 3 CEILING PLAN AT FOCAL AREA PLAN AT FOCAL AREA SOFFIT 'd5 PIG 9989 6919S 'd8 Lmb'£ 'VIM / TIIOlS 'dS IZS'ZI 1NI8d100A 9.111. SCALE I/4' a 1' - 0° ® SCALE: I/4'. 1' -0' / . C I L1•• I I'I 11 I. / — 4 — E — o 1 1'I "I STARTING POINT OF AGT GEILIN66RID 610' -b" A.F.F. NOV 26 2001 PERMIT CENTER 5 PROJECT DAVID BRIDAL SHEET NAME ENLARGED PARTIAL GE' L.ING PLANS ALIGN END OF RADIUS CURTAIN WALL WIT1 - EDGE OF PARTITION 2 - 2' V 3 9-5" . - ., Nom 7 .r. / // / //// /O i /// //I/ ///// Illi i // / /i F /r !�! .r-.Z . „ •! !, ! ■ .6.L WALL J LINE OF 6YP. BD CURTAIN WALL BOTT. :!: c �O I _ _ II ( J lllllr� r �� -- If 1111511Ell ®10' -4" A.F.F. 10 . r -5^ 2' -0° : IIII= e ENLARGED CEILING PLAN AT FOCAL AREA T ENLARGED PLAN AT FOCAL AREA SOFFIT DRAWING /L NO. C 5.2 A3.2 SCALE I/4° = I' -0" A3.2 SCALE: I/4' = 1' -0" PT 3 TYP. PT PT PT NEW ACT CEILING m 10' -6' AFF. LINE OF CASHWRAP FIXTURE .I4GT cu PT ACT PT 3 LONGITUDINAL ELEVATION SCALE: 1/4" = I' -O" WALL MTD. FIXTURE VALANCE (TTP.) \ SCALE: 1/4" = 1' -0" PT 3 B TYP. PT TYP. NEW ACT CEILING c 12'•0' AF.F. LONGITUDINAL ELEVATION PT CT CEILING 6' AFF PT A PT NEW AC{ CEILING m10'- 6' AFF. ACT PT 3 B TYP. PT NEW ACT CEILING 0 12' -0' AFF. ACT PT PT ACT NEW AGT r EILING F. 6' LONG SURFACE MTD. WALL STANDARDS. SEE DETAILS DLL*. A43 PT 3 PT 3 PT PT I B PT WALL MTD. FIXTURE VALANCE (TTP. I T I .I I PT CITY OF T:li',''i;LA AP FD DE 2 1 1.11 As B TYP. 373 - - - r P 9 RECEIVED CITY OF TUKWILA NOV 26 2001 PERMIT CENTER 0 0 N W N (9 3 RE TIRED G H T DAVID A. 5050W STATE OF WASHINGTON 0 A) FF z° LL um O 1Z Ce w - Zda a is p Q'r J a DRAWING NO. 2 J O X Q g Az- .0 PT 2 \ B 1 PT I TYP. WALL MTD. FIXTURE VALANCE . (TYP. 1 SW I LONGITUDINAL ELEVATION SCALE: 1/4" = I' -O" PT PT PT PT ACT NEW ACT CEILING 12' -0' APP. d MR PT ED PT / 1\ ACT I I NEW ACT CEILING m 12' -0' AFF. r PT PT SW WALL MTD. FIXTURE VALANCE B TYP. I I I /j PT I PT I I \ 4 I I MR I I ACT NEW ACT CEILING • 12' -0' AFF. MR I I r B I T ACT r WALL MTD. FIXTURE VALANCE (TYP.) PT B NEW ACT CEILING s 10' -6' AFF. PT 2 FRP (A EXIST'G GYP. BD. CEILING a 8' -0' AFF. 3408 RE IST,ERED i CHITECT r� ► I II AVID A.UDKOY STATE OF WASHINGTON S O U1 S 0 O I O Pa Q N 0 N a 5m Fa o N m Q S N � z � I X X w A O u, N) 0 z 61 g S TYP. LONGITUDINAL ELEVATION SCALE: i /4" = 1' -0" TYP. EXISTING STOREFRONT FRAMING 4 GLAZING TO REMAIN. CLEAN t POLISH AS REQ'D. NEW VESTIBULE DOORS t EXISTING STORE FRAMING TO MATCH FRAMING E GLAZING TO EXISTING REMAIN. CLEAN t POLISH AS REQ'D TYP. LINE OF CAS -WRAP FIXTURE RECEIVED CITY OF TUIM /ILA NOV 26 2001 PERMIT CENTER } A � ger TA a 9 DRAWING NO. f w 28'-9.. / 5 29 ,_ 3 „ r II 7 A 3/4' PARTICLE P. SHELF W/YHII MELAMINE FINISH SUPPLIED BY INSTALLED BY - // 44 8'-4= 12'-8" \ \ y I / — T A / :0 Q —� / = e, - \ A \ SEE DESK ELEVATION 4/A4.1 A QO \ — I — G - ---ED — 1 10) DAMPS BRIDAL \ \ XFMER — — 4 F 1 _ 14 BRACKET t HAN6ROD INS BY B.G.D5 BRIDAL le 14'_4" - 1 511 / � / 10' -Q" ' . FLOORING, 12' -5 / 5' -8° X 4' -0' SLA'fWW4LL TRANSITION LINE �A '-NIA W/ TRIM STRIPS 5'-8" �. \ / / / / / / / / / / / / / / / / / / //, , //7��17 r/ VI/ TRIM STRIPS SEE DESK ELEVATION 4/A4.1 O - /, --"A O �i '4 QO 0 0 CARPET AREA 1 DW6. AI.2 SPECIFICATION O 3408 REGISTERED i• I A. UN W STATE OF WASHINGTON 61 N in \ O k �� iii�o T ;r r _ % �. — _ 6 . TO PROVIDE t INSTALL 6ALV MENDING PLATES AT ALL JOINTS I NOT ''''Is / /; ii // /iiii / /� // ///////ii /7�, / /i / / //�i // / /iii / / / / / / / / �i /// /iii / / / / /i /i / / / / /i / / / / /i i / / / / /il \ --,A / PLAN AT STAGING /11111 NV S. ROOM L SEE SEEM ROOM LAYOUT. FOR ACTUAL T. � // u///,///////////// O////// 1// �IA 2 // / / / / / / / / / / / / / /// / / / / /// /G % /O/ PLAN AT SEAMSTRESS .. so/any ROOM SECTION AA — STAGING /SEAMSTRESS ROOM 2. REFER TO SHEET Al FOR ROOM SALE: 1/4' = 1' -0' FLOOR FINISH A4 . SCALE: 1/4' = I'-0' - SCALE: I/2' = 1' -0' .. 3' -1 N)' NY Nys ,s. I2' RECTANGULAR BAR IT DEEP IIHITE SHELVING, NOTE: CONTRACTOR TO PROM HOLE W/ GROMMET IN U TOP FOR WIRING. (I) 3/4" PARTICLE BOARD I6' DEEP (TOP SHELF) we, Amore r _ N A — I ' 2 \ HOW ui \ I CUT TO 10' TO FIT END AWAY FROM .......... THE ._ BY SUPPLIED BY DAVID'S BRIDAL INSTALLED BY 60 a 12' SHELF BRACKET SUPPLIED BY 0 \ � � 1 N ` D ZW® P a \ NGVID5 BRIDAL INSTALLED BY \ D e�rygp 1 4 ' BRACKET 6 NANG,ROD UPPLIED BY DAVIDS BRIDAL INSTALLED BY 6.0. m 3/4' R TICLE BOARD 2 DEE PAP ;/ ' SHELVING - ■ 0) -- ; 3/4" PARTICLE BD. 5 MELAMINE FINISH SUPPLIED DAVID'S BRIDAL INSTALLED BY DAVID'S 4' STANDARD (TYP.) 1 m A1111.!•1111 CABINETS BY CONTRACTOR 4 m I I ■ _ E, 1 METAL. FILE CABINETS I DUPLEX OUTLET' IN" A.F.F. & 2' 7„ A' I ��� TELEPHONE 0 18" A.F.F. O O •' / NQ7 NOT �� STANDARDS, SHELF COUNTER TOP AND FILE CABINETS ARE SUPPLIED BY D.B. AND INSTALLED BY 6.C. 60 TO PROVIDE t INSTALL 6ALV MENDING RATES AT ALL JOINTS 4 STANDARD DESK ELEVATION y,/ ,u/%/�/ G PROVIDE ENDCAP FOR RECTANGULAR 1UBIN6 6.0. TO PROVIDE t INSTALL 6ALV MENDING PATES AT ALL JOINTS SECTION FP — GASH WRAP CLOSET SECTION HH — GASH WRAP CLOSET S PLAN AT GASHWRAP CLOSET A4.1 SCALE: I/4' = 1' -0' SCALE: VT = Ib" SCALE, UT = 1'-0° A4.1 SCALE: 1/2" = 1' -0" 5 9' -2" 8 '-11" - IT DEEP MITE SHELVING, -/ T YYDA BRIDAL CFI OF 12' SHELF BRACKET SUPPLIED SHOE DYE KEY O UTILITY S "FLORESTONE' MODEL pM SR 24241 MR -370, 371, 373 6 374 (3' SEAL 2 IS' DENVER BASE: 'MILLS PRIDE 1.4," MODEL `, $ 5151, W4ITE WITH DOOR PK6. C OR TONAL SUPPLIED t CONTRACTOR INSTALLED BY GENERAL LAMINATED COUNTER: WIDTH VARIES, 24' DEEP, SUPPLIED BY DAVIT'S ER1DAL, INSTALLED BY GENERAL CONTRAC © ® IT STRIPS, CUT TOFII7 SUPPL SHEETS I BY D'S NOTE TO GON TRAGTOR; THIS SHEET 15 TO BE USED AS A BASE TO DETERMINE WHAT SPECIFIC ELEMENTS ME REQUIRED TO COMPLETE DIFFERENT ROOMS OF A DAVIDS BRIDAL ALL PLANS SHOW? ARE 6ENL3210 AND ARE TO BE USED TO DETERMINE WHAT TYPE OF STANDARD 'S, BRACKETS, SHELVING, HARDWARE, ETC. ARE TO BE USED IN EACH ROOM. ACNAL LAYOUT OF PLAN (SFEc A2.1). IF l DETAILS ON FIXTURE SHEET CAN NOT BE INCORPORATED INTO A DDAVID'S ER D A, Yq1 ARE TO CONTACT in \ C f = _ 0 O g \ 1 1 I I '�C 4 C , //% E 1 }-- 0 J N O _ _. DAVID'S BRIDAL INSTALLED BY 6.C. I i p Q p \ — \ m DDAVIDS BRIDAL INSTALLED BD. SHELF II/WHITE 3 /MELAMINEi BY F NISH SUPPLIED BY NOV 2 fi 2001 PERMIT CENTER I ® 1 I - Y Y - I / JO m n v m Fv m I U ,i _ — J LJ LJ — 8 Iti Il .I. ",, BRIDAL. INSTALLED BY GENERAL WALLS A5 PER SHEETLED ON THREE SIDE ® 2;.F., SUPP IL ED AND INSTAL BY ®36 ELECTRICAL CONTRACTOR 1/2" . . LONG WHITE LAMIN ATED ® SHELVE ON 121 12 " SL ATWALL BRA CKETS, SN T IED ( DAVID'S BRIDAL, INSTALLED BY \ m `�A C' m O i A SLATYW_L VV O TRIM STRIPS � � I Q ■ l a b A ( ' m t "'TTT I UTILITY SINK q - 4 5 PLAN AT SHOE DYE AREA A ELEVATION AT SHOE DYE AREA 5.C. TO PROVIDE t INSTALL 6ALV MENDING, PLATES AT ALL JOINTS PLAN AT SHOE STOCK CLOSET SECTION CC — SHOE STOCK CLOSET DRAWING NO. A4.1 A4. SCALE: 1/4' = I -C A4.1 SC ALE: 1/2" = P -0' Imp SCALE 1/4° = I' -0" SCALE I/2" = 1' -0" TO PROVIDE IT SHELF BRACKET 511PPLIEP BY PROVIDE 20 ba x6 MTL. BLOCKING. INSTALL 2 �A OK MTD HOLDERS 9/FPLIED BY ® 4 � .FF. TENANT: 60" TO TOP OF ®4' i 0 THE DATJ DAVID A. UDKOW ARCHITECT TENANT IMPROVEMENTS • CONSULTING 9750 NORTH 96th STREET SUITE 219 SCOTTSDALE. AZ. 85258 (480) 614 -3385 bus (480) 614 -0209 fax CONTRACTOR 2 HOLE W/ GROMMET IN R TOP FOR WIRING. \ DAVIDS BRIDAL INSTALLED BY \ 6. C. SEE DESK ELEVATION 29'3" 2/A42 MEET troP SHELF OMVONVIS OJ5ONVIS • m _ . 3/4" PARTICLE BD. SHELF WhWITE MELAMINE FINPPLIED BY ISH SU D AVIDS BRIDAL INSTALLED BY 6.C. --, BOARD \ tt1 - \ 1 .9-,01 \ E A i ii�/ /ii / iii i i / ii-; ; i �i / / i •%� /J , i !- , � ' ARTICLE W 5 - 12" EEP ; ; i n k MIRROR (TYPJ BELOW FRST6N % iiiiiioiiiii / iii E Q LOOKERS SUPPLIED BY ;:4- II __.�; STANDARD (TY _ _ \ DOOR PER % ' HOOK MM. 1 0 -6 Pi 3 — BENCH GOAT HOOKS DAMPS BRIDAL INSTALLED ■ 4' % 4' BULLETI BOARD \ \ LOIMiER 2-0' D x 3/4' RARTICLE 80ARD WNIHITE LAMINATE FINISH FOR LENGTH SCHEDULE PROVIDE 20 ba xb' MR. HOLDERS SUPPLIED BY TENANT: 6 Q a 4' 1 / � 3 P7 BENCH A P 6.C. SURFACE MID. ®3' -0" WHITE LAM. COUNTERTOP m m CONTRACTOR 11.1111. SET ON CABINETS BY TOP OF UP A.F.F. REFRIGERATOR SUPPLIED BY D.B. INSTALLED 8Y 6.C. PROVIDE OUTLET AT 42" H \ { 3408 RESTERED STATE OF WASHINGTON J N \ — A \ND \ _ n LOCATPLAN ;::� HOB AFF :p DUPLEOUTLIBAF.F. \ // /N / / /// i/ii /,`l / /i /i / /) / /l / / / /i /// /// .,l / / // YI ELEVATION A ELEVATION B ELEVATION C. I. SEE SHEET A2.1 FOR ACTUAL PROVIDE OUTLET AT ROOM LAYOUT. 42 "H AND INSTALL 2. REFER TO SHEET AL2 FOR ROOM TIME CLOCK AT 60"H — FLOOR FINISH PLAN AT LOUNGE 4 MANAGERS NOTE. SUPPORT PANEL 3 TYP. HANDICAP ACCESSIBLE DRESSING ROOM STANDARDS, SHELF COUNTER TOP AND FILE CABINETS ARE 9JPPLIED BY D.B. AND INSTALLED BY 6.O. NOTE 6.C. TO PROVIDE 4 INSTALL 6AL*ALA/ MENDING PLATEN GO. TO PROVIDE S t INSTALL JOINTS PLATES 2 STANDARD DESK ELEVATION SECTION EE A LOUNGE AREA SINDHWO7 A4.2 SCALE: I/4" = I-A NOTE: REFER TO SHEET AI.2 FOR ROOM FINISHES A42 SCALE I /4" = I' -A A4.2 SCALE 1/2" = I' - SCALE: I/2' = I'-A TYPICAL SLIP BINS SUPPLIED BY DB. INSTALLED BY %C. 5 3' 0 4 -0" /MIRROR SEE DETAIL I /A62 m 0 // MIRROR SEE // DETAIL / I/A62 10 i m _ ' I . ■ ■ ■ I 1 �� _ ■ 3/4" PARTICLE BD. SHELF WMHITE . A A , D \ D LL p p . o \ i ,- N MELAMINE FINISH SUPPLIED BY # , DAVDS BRIDAL INSTALLED BY 6.C. \ R Q N a p aa O I MIRROR (TYP / _ _ - _ ! PRM/IDF Dn :s„ vA• M. ° 4 F 0 Q CURTAIN PER IMF S m Ay A• g , IT BRACKET 4 H C O DOOR — D $ COAT MID. 4 �% , COAT HOOK MID. \ E LEVATION A ELEVATION B PBR I ; FAIN R SHEET A2.1 FOR AACTUAL 51-IT AI.2 FOR ROOM 2. REFER TO S FLOOR FINISH B , , AL I I L�ED B BY 6.V ` _ -. _ IOII j' I Q KM, I 9 O - f 12 BRACKET ! HANG ROD �IPPI.IED BY DAVID'S BRIDAL INSTALLED BY G.G. 0 4 -0" A FT. / / / MT .0-;9 6.C. TO PROVIDE 6 INSTALL SA, � ' 0 D MENDING PLATES AT ALL JOINTS FINISH FLOOR Z' -0' WIDE, 5' -0" LONb FREESTANDING FIXTURE BY �_�� 20 6O x6 MTL. DAVIDS BRIDAL HOLDERS TEENA 60 OP OF BELOW THE FIRST BENCH 4 FINISH FLOOR DATE : NOV. 20, 2001 1055 'oN e0r naa NMYNa TENANT STORE No. 168 XXX PN 37545 Q A � o 3 —_ .-'■ s HANDICAP ACCESSIBLE SEAMSTRESS DRESSING �II9I�// /dl/I I. ELEVATION G 0 ELEVATION P B 15-3" \ ROOM 4 PLAN AT MERCHANDISE CLOSET SECTION BB - MERCHANDISE CLOSET SECTION DD - MERCHANDISE CLOSET A4.2 SCALE 1/4' = I' -0" NOTE: REFER TO SHEET AI.2 FOR ROOM FINISHES A4.2 SCALE: 1/4' = I' -0' SCALE I/2" = I' -O" SCALE: 1/2' = I' -0" - 491 , 15'6 VSNV 59"155 - 4S L0t"E 791,1 / 017015 �- BUILDING FOOTPRINT 12,921 SF. 0 NOT USED PT FIRST, S EDANS SINN 0 4" S BELOW THE FIRST \ GOAT HOOK REFER TO SHEET AT.1 FOR DOOR FINISHE I PROVIDE 20 6 x6' )411.. BLOCKING. INSTALL 2 HOLDERS SPPLIED BY i i i i Q Pi 3 PROJECT DAVID'S BRIDAL PARKWAY SUPERGENTER 11140 SOUTHGENTER PARKWAY TUKWILA, WA SHEET NAME INTERIOR ELEVATIONS W/ ENLARGED PLANS MIRROR (TYP .- TENANT: 60' TO TOP Or FIRST, SECOND 516N N 4' THE FIRST B B REFER TO SHEET AI2 FOR 1 � min 1r BELOW - I D ELEV B , r' ELEVATION A ELEVATION HOOKS IED BY TENANT INSTALLED BY 6.C. N T2" AF.F. ( p. HOOK KO ROOM FINISHE w ■ G BLOCKING AS REDO. (TYPJ Q a © a © g PERMIT CENTER ELEVATION G 0 ELEVATION D TYPICAL DRESSING ROOM _ DRAWING No. SCALE 1/4" = 1' -0' NOTE: REFER TO SHEET A1.2 FOR ROOM FINISHES Of A4.2 SCALE I/4' = I' -0' 24' DAB DAVID A. UDKOW ARCHITECT TENANT IMPROVEMENTS • CONSULTING 9750 NORTH 96th STREET SUITE 219 SCOTTSDALE. AZ. 85258 (480) 614 -3385 bus (480) 614 -0209 fax "H V PLEXI SLAT WALL (4) II"W x 14 (I) 24'W x 36"H (2) 8" x PICTURE FRAME PICTURE FRAME JEWELRY CARD HOLDER � ^ .1-2 ' VALANCE — All —.um! NMI ■ 4'x ' x3 /4"THK SLAT WALL . I —;OI W/ TRIM STRIPS SW WING WALL & O. 5 I/4 6LA55 CUBES 10 "W X 10 °L VU CHROME CLIPS I MINI - - _ MOM — �,,,,, „'/,,,— „",,,, 24' 2d' 24 f .0 " i 14' BRACKET ENDCAP FOR RECTANGULAR TUBING TYP ,,,,,,, 1/4" DIVIDER I" LAMINATED SHELF II"IIII FAISrAIIII,I /I 24 24 24 24' �'/ 24' h� 24' • ■ 1 / , • 2' RECTANGULAR BAR WALLANDARD FLOOR LINE (TYP.) -. 3408 REGISTERED CHITECT 0 , 'awl ( DAVID A.UDKOW STATE OF WASHINGTON o _ 5'L LOW BOYS WITH PL. LAM. FINISH FLOOR \ \ . 5' -0' , 5' - y '- 150' VARIES SEE NOTE � 24 24 % RECTANGULAR JOINTER HOLD DIMENSION 2 VEIL DISPLAY WALL , % ► � SNAP OW ADAPTER COMMENTS A43 SCALE: 1/2" = I' -0" / l 7 ' GENERAL NOTES: r L (CONTINUE) 2' -0' 1'-0' I' -0' 2' -0' (CONTINUE) D. FIRST STANDARD TO BE EITHER 8' OR 12' FROM EDGE OF WALL 2). RECTANGULAR BAR TO BE CONNECTED BY A RECTANGULAR JONTER AND SCREW TOGETHER FROM BACK I 3). WILT! ANCHORS TOGGLER BOLT '000 TO BE USED FOR STANDARD INSTALLATIONS. USE (5) BOLTS PER STANDARD 24' 0.C_ WHERE STANDARDS OCCURE AT METAL STUD STANDARD TO STUD. WALL STANDARDS @ 24 "O.C. '� (HOLD) f 1' (HOLD) f .8 Sa21V0NVJS TIVM • � �I� —ICI — El 4' x 8' x 3/4" 5W W/ TRIM STRIPS 2 I _ CHROME "L" CHANNEL HILTI ANCI - IOR NOTES: I �I III I i f 1 1 I HILT! ANCHOR 15 I/4' DIAMETER - MODEL: TOGGLER TOGGLE BOLT ITEM' 00011321 I). FOR 1/2' GYP. BD. AT 24' O.C. THE SPECIFICATION ARE* 35 LBS TENSILE, AND 85 LBW 51-EAR 2). FOR 5/8' GYP. BD. AT 24' 0.C. THE SPECIFICATION ARE* 50 LB5 TENSILE, AND 105 LBS SHEAR HILTI RECOMMENDS (5) ANCHORS PER 60' LENGTH STANDARD - (U AT TOP AND BOTTOM AND (3) EQUALLY SPACED. DAVID'S BRIDAL TYPICAL REQUIREMENT WILL BE 15 LBS/LF OR 150 LBS PER BRACKET WITH STANDARDS SPACED AT 24' O.C. HILT! ANCHORS WILL PROVIDE: I). FOR V2' GYP. BD. IN TENSILE AT 24' 0L: (5) X 35 LBS . 115 LBS. FOR I/2' GYP. BD. IN SHEAR AT 24' 0.0.- (5) X 85 LBS . 425 LBS. 2). FOR 5/8' GYP. BD. IN TENSILE AT 24' O.C.- (5) X 50 LES . 250 LEN. FOR 5/8' GYP. BD. IN TENSILE AT 24' O.G.- (5) X 105 LBS . 525 LBS. I - BRIDAL WALL ISOMETRIC. 1 WING WALL I FLOOR ._ 1 1 I■ . HEM 1 I 1002 '0L /SON L 3,0 1095 - 1d - oN 90f nva A9 NMV TENANT STORE No. 168 XXX 'oN 30Vd5 MMI� NM DIMENSION vARIES, SEE PLAN FOR SIZES a GUT TO SIZE STANDARDS JOINT. SLATWALL TO BE AND MOUNTED BETWEEN TO CREATE A BUTT 3 SL- ATWALL W/ STANDARDS A4.3 SCALE: I/8" = 1' -O" A4.3 SCALE: 1/2" = 1' -0" SALES AREA 9,514 5F. "4S LOP'£ 051W / �I0015 BALDING FOOTPRINT 12,921 SF. CITY NOV 26 2001 PERMIT CENTER ... PROJECT DAVID'S BRIDAL PARKWAY SUPERGENTER 11740 SOUTHGENTER PARKWAY TUKWILA, WA SHEET NAME INTERIOR ELEVAITONS .8 .G-,E 1 VALANCE �4. x 8' x 5 /4 "THK SLATWALL I" LAMINATED SHELF // / //SW I / ./ t -.— PT WINE, WALL I LAMINATED SHELF SUPPORTS (TYFJ FLOOR ,i74'TYP 4'TYP�j DIMENSION VARIES, SEE PLAN FOR 4'TYP B 4TYP SIZES ?j SHOE WALL ELEVATION DRAWING NO. A4.3 A4.3 SCALE: 1/2" = 1' -0" SURFACE MTD. WALL SCONCE SCALE: 1/4" = 1' -0" STOREFRONT ELEVATION SURFACE MTD. WALL SCONCE EXISTING STOREFRONT FRAMING SYSTEM GLAZING TO REMAIN. CLEAN a POLISH AS F.O TO LIKE NEW CONDITION REPLACE ANY DAMAGED OR BROKEN COMPONENTS /// / EXISTING SHOPPING CENTER EIFS FINISH TO REMAIN. T.G.C. TO PATCH t REPAIR AS /IF REQUIRED 89' -II 5/8' EXISTING MASONRY - LOCATION OF SHOPPING CENTER EXISTING/RELOCATED PIERS <TYP.) STOREFRONT ENTRY DOORS Q SURFACE MTD. WALL SCONCE EXISTING STOREFRONT FRAMING SYSTEM t GLAZING TO REMAIN. CLEAN I POLISH AS REQ'D. TO LIKE NEW CONDITION REPLACE ANY DAMAGED OR BROKEN COMPONENTS 29' - II 5/8' INDIVIDUALLY ILLUMINATED LETTER SIGN, SUPPLIED AND INSTALLED BY TENANTS SIGN CONTRACTOR TENANT SIGN CONTRACTOR TO SUBMIT SHOP DWGS. FOR APPROVALS TO BLDG. DEPT., TENANT 4 LL- SIGNAGE TO BE APPLIED FOR UNDER SEPARATE PERMIT BY SIGN CONTRACTOR SURFACE MTD. WALL SCONCE EXISTING STOREFRONT ENTRY DOORS TO BE RELOCATED TO NEW LOCATION. TG.C. TO INSTALL NEW FRAMING I GLAZING TO MATCH EXISTING IN THIS AREA QUA T.G.C. TO REMOVE DESIGN ELEMENT AS INDICATED. PATCH I REPAIR STOREFRONT FASCIA AS REQUIRED TO LIKE NEW CONDITION AND MATCH EXISTING FINISH O w K 0 0 .. d) Q W QT 9 STATE OF WASHINGTON NA M 0 LL um REGISTERED HITECT A. MOW 2 N � Z r "SJ RECEIVED CITY OF TUNWILA NOV 26 2001 PERMIT CENTER ORAWING NO. C / \ // 1 II I 7-,L \ , L— _JiL_ SURFACE MTD. WALL SCONCE SCALE: 1/4" = 1' -0" STOREFRONT ELEVATION SURFACE MTD. WALL SCONCE EXISTING STOREFRONT FRAMING SYSTEM GLAZING TO REMAIN. CLEAN a POLISH AS F.O TO LIKE NEW CONDITION REPLACE ANY DAMAGED OR BROKEN COMPONENTS /// / EXISTING SHOPPING CENTER EIFS FINISH TO REMAIN. T.G.C. TO PATCH t REPAIR AS /IF REQUIRED 89' -II 5/8' EXISTING MASONRY - LOCATION OF SHOPPING CENTER EXISTING/RELOCATED PIERS <TYP.) STOREFRONT ENTRY DOORS Q SURFACE MTD. WALL SCONCE EXISTING STOREFRONT FRAMING SYSTEM t GLAZING TO REMAIN. CLEAN I POLISH AS REQ'D. TO LIKE NEW CONDITION REPLACE ANY DAMAGED OR BROKEN COMPONENTS 29' - II 5/8' INDIVIDUALLY ILLUMINATED LETTER SIGN, SUPPLIED AND INSTALLED BY TENANTS SIGN CONTRACTOR TENANT SIGN CONTRACTOR TO SUBMIT SHOP DWGS. FOR APPROVALS TO BLDG. DEPT., TENANT 4 LL- SIGNAGE TO BE APPLIED FOR UNDER SEPARATE PERMIT BY SIGN CONTRACTOR SURFACE MTD. WALL SCONCE EXISTING STOREFRONT ENTRY DOORS TO BE RELOCATED TO NEW LOCATION. TG.C. TO INSTALL NEW FRAMING I GLAZING TO MATCH EXISTING IN THIS AREA QUA T.G.C. TO REMOVE DESIGN ELEMENT AS INDICATED. PATCH I REPAIR STOREFRONT FASCIA AS REQUIRED TO LIKE NEW CONDITION AND MATCH EXISTING FINISH O w K 0 0 .. d) Q W QT 9 STATE OF WASHINGTON NA M 0 LL um REGISTERED HITECT A. MOW 2 N � Z r "SJ RECEIVED CITY OF TUNWILA NOV 26 2001 PERMIT CENTER ORAWING NO. C NOTE: CORNER BEAD; WHERE PARTITION MEETS UNDERSIDE TAPE E BED GYP. OF SOFFIT, NO CORNER BEAD OR BD. PLATE GAP NECESSARY DAVID A. UDKOW ARCHITECT TENANT IMPROVEMENTS • CONSULTING 9750 NORTH 96th STREET SUITE 219 SCOTTSDALE, AZ. 85258 (480) 614 -3385 bus (480) 614 -0209 fax IN rell e I MI Pi BOTTOM OF DECK STRUCTURE BOTTOM OF DECK STRUCTURE BOTTOM OF DECK STRUCTURE ili V.I.F. SALES AREA 4 V.I.F. SALES AREA V.I.F. SALES AREA NMI EXTERIOR .,--- SEE EXTERIOR ELEVATIONS • . FOR FINISHES BOTTOM OF AC.T. CEILING OF AC.T. CEILING a BOTTOM OF AC. T. GEILIN6 - MI IS VI $ REF. A -3.I FOR HEIGHT _ REF. A -3.I FOR HEIGHT EXISTING STUD L BOTTOM REF. A -3.I FOR HEIGHT EXISTING STUD U' NEW 5/8" TYPE "X" GYPSUM BOARD TO b" ABV. FIN. CEILING i MI ir: i C i 111 II la EXISTING GMU 3408 ' REG STEREO •, HITECT 1 4 1 � -L[� s � DAVID A. UDHOW STATE OF WASHINGTON 1/2" PAINTED GYP. BD. GAP SCREW TO 10' -4" ART. AT SOFFIT TOP RUNNER DEMISING WALL '.. DEMISING WALL W DEMISING ALL NEW "TYPE "X" GYPSUM M D BOARD TO b" ABV. IN ix MN NI IO'-6" OR 12' -0" A.F.F. AT FIN, CLG. 3 -5/8" MTL. TOP RUNNER SECURE TO MTL. STUD FRAMING AT 24" O.G. MAX. AND 12" FROM EACH END FOR STABILITY — I / I Pli■ 19 AT !2" O 5/8" GYPSUM BO. (BOTH SIDES) (SEE PAINT SCHEDULE FOR FINISH) FIN. CEILING NEW 6" 20 GA. METAL STUD 24" O.G. FURR -OUT 6" — �° i i a i IN VI 6.0 TO PATCH AND REPAIR EXISTING GYPSUM BOARD AS REQUIRED TO MAINTAIN REQUIRED RATING - NEW METAL STUD FURR AS REQ'D 4" BASE - COMMENTS i all a MI i I♦ 11 III -OUT NEW METAL STUD ABV. FIN. CEILING NEW 6" METAL STUD \ \ \ \\ TRACK 4" BASE - SEE FINISH SCHEDULE FLOOR FINISH. SEE \ \ \ FL OOR PLAN _. TRACK AS REQO 4" BASE - SEE FINISH SCHEDULE FLOOR FINISH. SEE FLOOR PLA V I Ali NI iii i = ii . SEE FINISH SCHEDULE \ FLOOR FINISH. SEE \ r FLOOR PLAN "'4 I 4" BASE - SEE FIN. 3-5/8" 20 6A. METAL STUD FRAMING N 24" C I SCHEDULE N . SEE I - 3 -5 /8" METAL TR ' I/ 4 I OND IN 14 II 5 EX. DEMISING WALL W/ FURRING 2 EXISTING DEMISING WALL FURR -OUT AT I EXISTING DEMISING WALL FINISH FLOOR III 4 INTERIOR PARTITION WALL A6.I SCALE: 11/2" = I' -0" A6. SCALE: I I/2" = 1'-Q" A6. SCALE: 11/2" = I' -O" A6. SCALE: 11/2" = 1' -0" REF. A -3.1 FOR HEIGHT REF. A -3.1 FOR HEIGHT V — \ ® SIM. \ FILL DECK VOIDS W/ FIRE SAFEING INSULATION AND FULLY SEAL BOTH SIDES AT RATED PARTITIO TOP OF STUD f � 1 1 J METAL IM PECK 100Z '0Z '/SON 31va 1055 - 1W 'oN 9or nerc A9 NMV8C TENANT STORE No. 168 SPACE No. XXX FLEX TRACK TOP MTL. STUD RUNNER GAUGE TO MATCH / li s11 111 [1_ 4 ar rol BOT. OF DECK STRUCT. J1JtU II ' STUDS WALLBOARD THICKNESS AND MATERIALS AS SCHEDULED IN PARTITION TYPES V.I.F. \ 5/8" TYPE 'X' GYP. BD. SEALED TIGHT TO STRUCTURE ABOVE AT � / I - HOUR RATED PARTITION NOTE BE FASTENED TO TOP HORIZONTAL RUNNER L WALLB BELO OARD SHALL LLOWS. EN W BE FIRE TAP ALL DRYWALL JOINTS ABOVE CEILINGS. SEAL AROUND ALL PENETRATIONS THRU OR INTO WALLS. PROVIDE FIRE STOP CAULKING AT ALL U.L. RATED PARTITIONS. PROVIDE ACOUSTICAL SEALANT AT ALL ACOUSTICAL PARTITIONS. (NP. AT FULL HEIGHT WALLS) 8 VERTICAL EXPANSION DETAIL 'd9 •15'6 6986 63 'd9 L0b'£ osm i >IOOis BUILDING FOOTPRINT 12,921 S.F. FINISHED CEILING _ FINISHED CEILING CORNER BEAD; TAPE d BED GYP. BD. PLATE - PAINTED GYP. BD. 1 8 -O" AF.F. TO TOP BD. GAP SCREW TO ,,ii TOP RUNNER FINISHED CEILING I +8 -0 A.F.F TO TOP .7 /� CORNER BEAD; TAPE E BED GYP. BD, PLATE 5/8" PAINTED GYP. BD. GAP SCREW TO TOP RUNNER REF. A -3.I FOR HAT. 5/8" TYPE X GYP. BD. TO 6° ABOVE FINISHED SIDES) � 3 -5/8" MTL. TOP RUNNER SECURE TO MTL. STUD FRAMING AT 24" O.G. MAX. AND 12" FROM EACH END FOR STABILITY -- I N � m t. AT 12" 0.0. 5/8 GYPSUM BOARD (BOTH SIDES) (SEE PAINT SCHEDULE FOR FINISH) A 6.I SCALE: 3" 1 -0" Y 3 -5/8" MTL. TOP RUNNER SECURE TO MTL. STUD FRAMING AT 24" O.G. MAX. AND 12" FROM EACH END FOR STABILITY I AT 12" O.G. PROJECT DAVID'S BRIDAL SHEET NAME PARTITION TYPES FLOOR TRANSITIONS CEILING. (BOTH F I- IA 2 V p Q / a � ' �s �1' � / r _ FIRST LEVEL 4' - ABOVE (TYP. LATERAL I kill � I \I START FLOOR AT t t FULL HEIGHT SRAGING ,� 1, ___57.„7„:, 2" x 2 GA. CLIP GL4" LE! STANUD E WIDI /TH , FRAMING 5GREI GALV'D METAL ST NOV 25 2001 LATERAL BRACING CR PERMIT CENTER 1 1/2" x IN GA. GALVANIZED WALLS) @ FULL HT. WALL - im �1 5/8" GYPSUM BOARD (BOTH SIDES) (SEE PAINT SCHEDULE FOR FINISH) i- 1,11 � NOTE: I -HR RATED WALL ASSEMBLY SHALL COMPLY WITH GYPSUM ><W ASSOG -1200 1050 4 1652, LL W465 4" BASE - SEE FIN. SCHEDULE 3 -5/8" 20 6A. METAL STUD FRAMING ®24" O.G. METAL TRACK W/ I/4" ' 7/8 PLAfR:i_ OM SEE DETL 3 -5/8" POWER DRIVEN PINS ®24 NDFROM NDS 4" BASE - SEE FIN. - STUD 3 -5/8" 20 GA. METAL STUD FRAMING ®24" O.G. \ SHSEE \ LR N - WE2 OAND 6FROM EISH SE\ + O' -O" FINISH FLR ' \ \ \\ + O' O" FINISH FLOOR FLOOR PLAN +0' -0" FINISH FLOOR \ 1 I I HR. RATED INTERIOR PARTITION FIRE TREATED WOOD OR METAL BLOCKING AS READ. 6 INTERIOR PARTITION WALL 5 INTERIOR PARTITION WALL CRAWINGNO. A6.1 A6.I SCALE: 11/2" = 1' - A 6.I SCALE: 1 I/2" = 1' -0" A6. SCALE: NO SCALE A6.1 SCALE: 11/2" = I' -0" CORNER BEAD CHROME - - - - -- /' , ' IJ 5/8' GYP. BD ..,....3_ `\ MTL. DOOR ------ - 5/8' GYP. BD p R e FRAME Y j 'L' MOLDING 1 - MIRROR CARPET AI.Y 3/4' PRESSUR SEE PLAN = TREATED / MIN. DIMENSION DAJ DAVID A. UDKOW ARCHITECT TENANT IMPROVEMENTS • CONSULTING 9750 NORTH 96th STREET SUITE 219 SCOTTSDALE, AZ. 85258 (480) 614 -3385 bus (480) 614 -0209 fax INSIDE CORNER IF/ '�"`�� TOP OF PART 'N 3/16' POLISHED FINISH L' MOLDING MASTIC SPOT ADHESIVE / I, _� 1� \� FRAME ;'' _ \ ' — � J' MOLDING " �• I MASTIC SPOT ADHESIvE AS PER MANUF. REQUIREMENTS 5/8' PG LISHED CHROME 'J' 7 '1 \ - __ MIRROR TOP __ - _ OF DOOR I 7 111111♦) I I , j i 7 E 1 0, ___ - AT HINGE I 'L' MOLDING ' MIRROR DOOR JAMB OUTSIDE CORNER A5 PER MANUF. REQUIREMENTS FINISHED PARTN PER SHEET AU MIRROR I I 5/8' POLISHED CHROME FINISH 'J' VERT JOINT r DOOR _ MIRROR DOOR NOISN31 'NIM � "y —�� MOLDI<` MOLDING SQUARE EDGED I 111 '�A, , , , ,♦`��� CORNET T.G.C. TO PROVIDE I/2' GYP. BD. FROM FLOOR TO 6' AESOVE FINISH CEILING - IF NOT EXISTING t REQ'D. BY CODE THEN: /2) LAYERS 5/8' 'TYPE X' GYP. BD. FROM FLOOR TIGHT TO DECK ABOVE (FIRE TAPED AND SPACKLED) ON 3 -5/8' METAL STUD FRAM s VIDE OR EXISTING STRUCTURAL COL. PRO MAINTAIN FIRE - RATING AS REQ'D. BY 9 CODE MIRROR FROM FINISH FLOOR MIRROR, (iYP) CLEAR SILICONE PARTITION HEAD DETAIL III II II II II Iil I 1 PLYWOOD L TOP EDGE I/2' ------ '- 7 - NOTE: PROVIDE CONT. SOLID WD. FRAMING AROUND SEALANT (iYP) \� 3 5/8' MTL FRAMING ����� ( ' .I I I I 1 I I I I I I I I I 1 l 111 I I I I DOOR `•, PERIMETER OF ALL DRESSING ROOM DOORS AND THRU -BOLT CLOSER TO DOOR t FRAME MASTIC SPOT ADHESIVE AS PER MANUF, REQUIREMENTS et � Q BUTT JOINT (NO MOLDING) MIRROR I 11: 'I FINISHED PART'N PER I SHEET Al 5/8' POLISHED MOLDING FINISN 'J' 1 �� `� Illlllllllll / g" MIRROR • 'J' MOLDING I SO TYPICAL -FIN FLOOR \ PLATFORM DETAIL PLAN DETAILS PARTITION BASE DETAIL \ CARPET \ `�''--- ____ -- ' MIRROR BOTTOM OF DOOR 3408 REGISTERED _ CHITECT ` Zt� I ( 0 11 I - 11 STATE OF WASHNGTON N NOTE: KEEP MIRROR SEAMS FROM CENTER OF WALL WITHIN SEAMSTRESS' FITTING ROOKS) AND FITTING ROOM AREA. TYPICAL MIRROR DETAILS TO CEILING ABOVE (TYR (4) SIDES) ., N 0 T TYPICAL COLUMN � SEr I DETAIL 1/ ADDTIONAL AILS MIRROR AT DOOR DETAILS COMMENTS CSCALE: S" = I' -O" b. SCALE: 3" = I' -O" C SCALE: 3" = I' -O" 6. SCALE: 3" = I' -O" PAINT 4TERIOR OF VALANCE WHERE RISIBLE THRU MIRROR AS REQ'D NOTE: METAL ANGLE BRACKETS ENSURE (I) FALLS WITHIN OF SEAM @ ENDS. PAINT INTERIOR OF NOTE: ' MET" ANGLE - ENDS. PAINT INTERIOR OF - - NOT USED BR :Y b' -O ". VALANCE WHERE VISIBLE EN! BRACKET FA -O" THRU MIRROR REFLECTIONS EVERY 6' -O ". BRACKET VALANCE WHERE VISIBLE 2' -0" THRU MIRROR REFLECTIONS AS TIONS BLOCKING SLIM-LNE FLUOR. LIGHT FIXTURE OF SEAM BLOCKING AS REQ'D BLOCKING REQ'D W < < = G ' - m - r -"A_ it .4 Q ;p �ti 0 ry \ 1, Q IS It 11 •� 2� -O' \GROWN MOLDING D. B/4" RN NOTCHED I GROWN MOLDING GROWN MOLDING 5/4" RND. 5/4" RND. NOTCHED \ NOTCHED -IN -PLACE LIGHT SHELF, I /2 "P.B., PAINTED PT-1 ADJUSTABLE CORNICE BRACKET "GARGY" *SSCB- 18 -24 -C 14" BRACKET S HANGROD SUPPLIED EY DAVID'S BRIDAL INSTALLED BY T.G.G. -IN -PLACE LIGHT SHELF, I /2 "P.B., PAINTED PT -I SLIM -LINE FLUORESCENT LIGHT FIXTURE ADJUSTABLE CORNICE BRACKET "GARGY" *WMGB- 18 -24 -G LINE OF WALL BEYOND -IN -PLACE LIGHT SHELF, I /2 "P.B., PAINTED PT -I SLIM -LINE FLUORESCENT LIGHT FIXTURE ADJUSTABLE CORNICE -a BRACKET "GARGY" I11MCB- 18 -24 -C LINE OF SLATWALL BEYOND IOOZ 0Z %SON : 31'10 10SS - .0 oN aor nda 'A9 NNIV21a 891 'oN .01G INV./. SPACE No. xxx 6' O" SURFACE MTD. WALL STANDARD LINE OF WALL BEYOND FLOOR LINE FLOOR LINE FLOOR LINE VALANCE DETAIL (SURFACE MTD. BRACKET) \ VALANCE DETAIL (SURFACE MTD. BRACKET) \ * VALANCE DETAIL (WALL STD. MTD. BRACKET) 'd9 PIG'S ' 94159 "d9 LPJP'£ 'OSIW� BUILDING FOOTPRINT 12,921 S.F. J I I ,. SCALE: b. SCALE: SCALE: I" = I' -O" . 0 , MERGER REDUCER 44 101 CARPET TO RESILIENT TILE ADAPTER. SECURE TO CONCRETE SLAB PER MANUF. NEW TENANT CARPET FLOORING AS SCHEDULED NEW V.G.T. ' ..,,, „, l l 1111lm 1,,; I IU!111 I lllp - -- - -- • • o 0 • o FLASH FLOOR SLAB TAPERED UNDERLAMENT AS REQ'D. TO MAINTAIN A SMOOTH TRANSITION FLOOR TRANSITION (CARPET /VGT) 1 .73 NEW 4" MARBLE SADDLE NEW V.G.T. NEV 1/2" MAX. PROJECT DAVID'S BRIDAL PARKWAY SUPERGENTER 11140 SOUTHGENTER PARKWAY TUKWILA, WA SHEET NAME ARCHITECTURAL DETAILS DOOR JAMB BEYOND DOOR JAMB BEYOND CARPET THRESHOLD — _ I FLOOR MAT THRESHOLD VESTIBULE SALES AREA EXTERIOR GONG. FLOORING FLOOR MAT � Cf 0 _ o o 0 0 0 0 o 0 CONCRETE FLOOR FLOOR TRANSITION (VESTIBULE I�IlI 111111111 SLAB /SALES) �IIIIIIIII o o O o O o 0 • o o CONCRETE FLOOR SLAB FLOOR TRANSITION (SIDEWALK ENTRANCE) O o O < o o 0 o NOV 26 2001 PERMIT CENTER FLOOR TRANSITION (VOT /VGT) DRAWING NO. A6.2 6. SCALE= b" = I' -O" © 6. SCALE: 6" = I' -O" 6. SCALE, 6" = I' -O" 6 . SCALE: 6" = I' -O" DOOR NOTES HARDWARE LEGEND I. ALL HARDWARE LISTED SHALL BE SUPPLIED BY TENANT GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. 2. OPENING SHALL BE MINIMUM OF 32" WIDE WHEN DOOR 15 AT RIGHT ANGLE TO CLOSED POSITION 3. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 80 POUNDS FOR EXTERIOR DOORS AND 3 POUNDS FOR INTERIOR DOORS WITH A PULL OR FISH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOOR-5. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATIONS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOORWAY MAY BE INCREASED NOT TO EXCEED 14 POUNDS WITH CLOSURE. 4. ALL EXTERIOR DOORS TO HAVE WEATHERSTRIPPING. 5. TENANT GENERAL CONTRACTOR TO PROVIDE NEW EXTERIOR t VESTIBULE DOORS W/ BEST CYLINDERS AND REMOVEABLE GORES WITH FOUR KEYS. TENANT G.G. TO PROVIDE AND INSTALL INTERIOR TIUMBTU¢NS ON EXTERIOR 0 VESTIBULE DOORS' 6. TENANT GENERAL CONTRACTOR TO PROVIDE A SECOND SET OF EXTERIOR AND VESTIBULE BEST REMOVABLE CORES W/ FOUR KEYS. '1. TENANT GENERAL CONTRACTOR TO PROVIDE CORE KEY. 8. "DETEX" SECURITY PANIC HARDWARE 6 ASSOCIATED ALARM ON REAR DOOR 0E9E9 4 ECL -2900) SUPPLIED BY DAVID'S BRIDAL 9. ALL EXITS ARE TO BE OPENABLE FROM INSIDE WITHOUT THE USE OF A KEY OF SPECIAL KNOWLEDGE. 10. TENANT GENERAL CONTRACTOR TO PROVIDE A SIGN NEAR EXIT DOOR AT VESTIBULE WHICH READS " THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS." II. REAR RECEIVING DOOR TO BE LABELED W/ "DAVID'S BRIDAL LOGO. SEE DOOR ELEVATION THIS SHEET DOORFRAME YELPED DOOR FRAMES WINTER WHITE 3' -0" x 6 45G TYPE, NAIL HOLES (OVAL SLOTS) (NOTE PROVIDE CONTINUOUS SOLID WOOD FRAMING AROUND PERIMETER OF ALL PRESSING ROOM AND THRU -BOLT CLOSER TO DOOR AND FRAME) DOOR HARDWARE SET 61: 1 I/2 PAIR HINGES McKINNEY 4.5x45 TA2114 U5260 (752 I CLOSER LON 4010 SERIES I PRIVACY LOCK SCHLARE F40 ELA 626 I WALL BUMPER IVES 402 - 115260 3 SILENCERS IVES I KIGKPLATE IVES 8500 - BRUSHED ALUM, FINISH (12" H.) SET 62: I I/2 PAIR HINGES M6KINNEY 4504.5 TA2114 1626D 652 I CLOSER LEN 4010 EERIER I PASSAGE LATGHSET SCHLAGE PIO ELA 626 I WALL BUMPER IVES 402 - 115260 3 SILENCERS IVES I KIGKPLATE IVES 8300 - BRUSHED ALUM. FINISH (12" H) SET 03 I I/2 PAIR HINGES TAMPER PROOF I CLOSER LGN 4010 SERIES I U- CHANGE INTERGHANHABLE MORTISE CYLINDER - STAIN CHROME FINISH 626 I VIEWER - IVES NO 698 MTD. ®56' AFF 3 SILENCERS IVES NO 20 PA TRIP COMPLETE -ALUM. THRESHOLD MPLETE WEATHERSTRIPPING AND SMOKE GASKET PANIC. ALARM - -DETER FURY. BY D.B. INST. . BY T.G.G. SET 64, I 1/2 PAIR HINGES McKINNEY 4S14.5 TA21I4 115260 652 I PASSAGE LATGHSET 5GHLAGE FIO ELA 626 3 SILENCERS IVES I CLOSER/STOP ABH MFG. 4424 51 DOOR STOP I MIRROR TRIM (DRESSING RM. DOORS ONLY) DOOR TYPES Y 3„ -0 Y THK. MATERIAL FINISH LABEL /\ / / / \ \/ \ \ \ / / MAT'L \ \ \ \ / / / ENTRANCE / 1 1 aid 1.122 -CUSTOM CUSTOM MIRROR E PAGE W/ CUTOUT FOR LATCH SET ! p - u Ol „b-,L m TAW OF CURTAIN ROD' 5 I • ,Lk- BY MFG. EXISTING/ RELOCATED } r A B G D E DOOR SCHEDULE LOGATIOWROOM NAME DOOR FRAME HARDWARE GROUP NO. REMARKS TYPE THK. MATERIAL FINISH LABEL SIZE JAMB MAT'L I ENTRANCE A BY MFG. GLJALUM. - - PAIR - ALUM. BY MFG. EXISTING/ RELOCATED 2 VESTIBULE , q BY MFG. GLJALUM. - _ PAIR - ALUM. BY MFG. TO MATCH EXISTING - STOREFRONT FINISHES 3 MANAGER'S OFFICE G 13/4' 1 PT -2 I SIGN "MANAGER'S OFFICE" 4 HALLWAY/MEN'S TOILET - - - Pi -2 - EXISTING - - NEW SIGN "MEN" INSTALLED BY TEN. 6.G. EX DOOR NEW HARDWARE AS NOTED 5 HALLWAY/WOMENS TOILET - - - PT -2 - EXISTING - - I NEW SIGN "WOMEN" INSTALLED BY TEN. S.C. EX DOOR NEW HARDWARE AS NOTED 6 NOT USED _ - - - - - - - _ 1 DRESS. AREA/DRESS. RM. D 13/4" WOOD /5G PT -2 - 3'- O "x6' -8" - HM. 4 INSDE OF DOOR 8 REAR EXIT C 1 3/4" HM PT -2 C 3'- 0'51' -O" - HM. 3 S PEEP HOLE 6 DR. BELL OFF RM. 014 ONLY. EX. DOOR FRAME 9 OPENING (CURTAIN) E - - - - 3- O "xT' TO _ _ - HARDWARE PROVIDED BY TENANT, INSTALLED BY 6.C. le t 10 REAR EXIT C I 3/4" HM PT -2 C 3-0 _ HM. B PROVIDE PEEP HOLE t DR. BELL OFF RM. OIT ONLY. EX DOOR FRAME SIGN "DISTRICT MANAGERS OFFICE" II TRAINING ROOM G 13/4" WOOD /SC PT -2 - 3'- O "x6' -8" - HM. 4 12 DISTRICT MANAGERS OFFICE G 13/4" 5000 /5G F 3'- O "x6' -8" - "DISTRICT MANAGERS OFFICE" 13 EX. OVERHEAD DOOR - - - EXISTING _ EXISTING DOOR TO REMAIN, G.C. TO REPAIR AND PLACE IN GOOD WORKING 14 ELECTRICAL ROOM C 13/4" HM F 3'- 0"x1' -O" _ NOTES: PROVIDE AND INSTALL KICKPLATES AND CLOSURES PER DOOR HARDWARE SPECIFICATIONS 006, 001, 005, 009, AND 014. PROVIDE AND INSTALL PRIVACY LOCKSET TO DOORS FOR ROOMS NUMBERED 004, 005, AND 009. PROVIDE AND INSTALL PASSAGE LATCHSETS ON DOORS FOR ROOMS NUMBERED PROVIDE AND INSTALL DOOR SWEEPS TO DOORS NUMBERED I AND 2. AND INSTALL PASSAGE FUNCTION LATCHSETS, KICKPLATES, AND CLOSERS ON DOORS 6 11 I. TENANT GENERAL CONTRACTOR TO FOR DOORS IN ROOMS NUMBERED 2. TENANT GENERAL CONTRACTOR TO 3. TENANT GENERAL CONTRACTOR TO 006, 001, AND 014. 4. TENANT GENERAL CONTRACTOR TO 5. TEN. GENERAL CONTRACTOR TO PROVIDE • c4 4& dto 4 m40- sot l t {eY i�11i stilt* revwt MGb o' tuceosibtear tr- f4 -intvist WHITE UNISEX ND 1); 1 4 ;' .4 ei,M DOOR HARDWARE SEE ADJACENT ELEVATION LOCATION OF VINYL "DAVID'S BRIDAL" LETTERS APPLIED TO EXTERIOR SURFACE OF SERVICE DOOR Ott aoa REGISTERED RCHITECT I � YT�DI DAVID A.UDK W STATE OF WASHINGTON 3 O 2 0 N 0 LL. W � Q in w � 0 LL O U, 0 yM O N S O N X X X SIGNAGE NOTES: ALL SIGNAGE SHALL CONFORM WITH ADA ACCESSIBILITY GUIDELINES, INCLUDING BUT NOT LIMITED TO PROPORTION, COLOR CONTRAST AND RELIEF AND GRADE 2 BRAILLE REQUIREMENTS. ANSI APPROVED E.S. PLASTIC, NEMA RATED SELF EXTINGUISHING ADHESIVE MOUNTED HANDICAP SIGNAGE 4'-6" AFF ( OF SIGN 0E OF SERVICE DOOR AND TENANT NAMEPLATE NOTE: I. ALL DOOR SIGNAGE TO BE PROV DED 6 INSTALLED BY TENANT GENERAL CONTRACTOR AS PER CODE 2. TENANT SHALL ADVISE SIGH MANUF. IF ONE, TWO, OR THREE LINES ARE NEEDED, ALSO 3 DIGIT NUMBERS AND COLOR CODE. TENANT SERVICE DOOR RECD CITY EIVE OF TUKWILA NOV 26 2001 PERMIT CENTER a DRAWING NO. AFZCHITECTURAL SCHEDULES HANGER WIRE C / / / / / / /// / / / / / / /// , / / / / / /// 1i _ ``•• \ ��` ' /T' EMT T�1 AA BOVE 12 GA VERTICAL HANGER WIRE 5/4" EMT NOTCH OVER M AIN RN NOTES: p STION BOLT d LOCK NUT AFTER CEILING IS LEVELED �I ` 4 -12 GA. SPLAY WIRES \r�t NOT GALLOW. DALJ DAVID A. UDKOW ARCHITECT TENANT IMPROVEMENTS • CONSULTING 9750 NORTH 96th STREET SUITE 219 SCOTTSDALE, AZ. 85258 (480) 614 -3385 bus (480) 614 -0209 fax SE CKIG N LOCKIG PIN ` � '.- �� �� \ ROSS F:UNNER i �' RUNNER 1,-- SPLAY BRAGS �-- HANGER WIRE ---- -I LATERAL FORGE BRACING NOT TO EXCEED 12' -0" ,,,,Ax... / / • CEILING ON SUSPENDED GRID SYSTEM 3 MIN GLR O.G. IN BOTH DIRECTIONS OM EWALL [CROSS RUNNERI/2' �� G GID USING Q NO. 12 GAUGE SPLAY WIRE HANGERS ®45.6 - 90:b TO EACH OTHER (4 WIRES) BEGINNING -0 4" FROM STARTING POINT OF SPLICES AND INTERSECTION OF RUNNERS SHALL BE WITH MECHANICAL INTERLOCKING CONNECTORS SUCH AS POP RIVETS, SRE R, PINS• ATTACHED TO THE MAIN RUNNER BY SADDLE TYING WITH NOT NOTE: METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND FOR LAY -IN PANEL CEILINGS SHALL BE IN- STALLED IN ACCORDANCE WITH UNIFORM BLDG. CODE CHAPTER 49 AND U.B.G. STANDARD 47-18. SUSPENDED CEILING ' ",...1L, /i t • t t • ¶i;: TWO WA SECURELY TO EILIAR0 R14� 3n REGISTERED ' HITECT I II' 1 D A. OWN STATE Of WASHINGTON CROSS TEE ' I� MAIN RUNNER / OR EVERY 144 S.F. OF CEILING AREA PER U.G.B. STANDARDS 47 -18. COMPRESSION STRUT TESON ITO a II 225 a 10 SOO a SUSPENDED CEILING AT WALL AROUND PLAN SUSPENDED CEILING COMMENTS__ 1. SCALE: NO SCALE i) 7. SCALE: NO SCALE 7. SCALE: NO SCALE 0 - !, SCALE: NO SCALE a12 6A. VERT1CA HANGER WIRE 4' -0" ALONG EA. MAIN RUNNER 45° f *_?a '`/%, MAIN RUNNER JJ JIII �ryp.X. N 4-0.0C. HANGERS: HANGERS FOR THAN THE SIZES SET FORTH EMBEDDED IN THE STRUCTURAL HANGERS SHALL BE SADDLETIED THE FULL STRENGH OF THE SHALL BE BOLTED WITH AROUND RUMMERS AND BOLTED NOTE: ALL 2' X 2' CEILING LIGHT SHALL BE SUPPORTED BY CORNERS. CEILING SYSTEM SPLAY BRACING 4E SPLAY WIRE BRACING IN PLANE OF MAIN RUNNER. ALL WIRES ATTACHED TO 3 TURNS MAIN RUNNER (4) DIRECTIONS. MIN. IN I /2" NP. 45' G ANG ( 1.0') `SPLICE � F_ Wp CRO55 RUNNER ® 2'-0" O.G. SUSPENDED CEILINGS SHALL BE NOT LESS IN TABLE NO. 4'1 -A, FASTENED TO OR FRAMING MASONARY OR CONCRETE. AROUND MAIN RUNNERS TO DEVELOP HANGERS. LOWER END OF FLAT HANGERS S/8" BOLTS TO RUNNER CHANNELS OR BENT TIGHTLY TO THE MAIN PART OF THE HANGER. FIXTURES AND 2' X 2' HVAG AIR REGISTERS A MINUMUM OF TWO (2) HANGERS AT OPPOSITE SHALL NOT SUPPORT OTHER ITEMS. 1002 'OZ "/SON 31Y0 1055 'E9 9or ntra 8.1590 TENANT STORE No. 168 XXX 'oN 37Vd5 '49 t7116 V3?JY 531•05 "d8 L0 ' OSIW /`.17015 BUILDING FOOTPRINT 12,921 SF. -(. SCALE: NO SCALE NOV 26 2001 PERMIT CENTER ■ ' PROJECT DAVID'S BRIDAL SHEET NAME SEISMIC DETAILS DRAWING NO. A7.2 SYMBOL AND ABBREVIATIONS SYMBOL DESCRIPTION SYMBOL DESCRIPTION f HOMERUN ® REMOTE PILOT MID. ON CEILING TO SIGNAL ACTIVATION OF DUCT MWNTED SMOKE DETECTORS. I WIRING, NEUTRAL WIRING, HOT Q PUSH- BUTTON 1 WIRING, SWITCHLE6 Hil DISCONNECT SWITCH I WIRING, GROUND L IZ FUSED DISCONNECT SWITCH t WIRING, ISOLATED 6P,OUND 4, SWITCH —e SINGLE DEDICATED RECEPTACLE 4, MOTOR RATED 5WITGH DUPLEX RECEPTACLE la TIMER a TONE SWITCH FOR EXH. FAN Itts QUADRAPLEX RECEPTACLE OD DUCT MOUNTED SMOKE DETECTOR QUADRAPLEX RECEPTACLE W/ (I) ISOLATED GROUND DEDICATED OULET © SMOKE DETECTOR OM D MOTION DETECTOR 7f DUPLEX FLOOR RECEPTACLE GPI GROUND FAULT INTERRUPTER TELEPHONE OUTLET 16 ISOLATED GROUND PIG3 (3) TELEPHONE JACK OUTLET A.F.F. ABOVE FINISHED FLOOR ® DOOR CONTACT U UNLESS NOTED OTHERWISE © JUNCTION BOX ADA AMERICANS WITH DISABILITIES ACT ST SHOPPER TRACKING UNIT N.I.G. NOT IN CONTRACT NOTES I). ALL LIGHT SWITCHES, ELECTRICAL CONTROLS TO MEET THE FOLLOWING REQUIREMENTS: - PROVIDE CONTROLS WHICH ARE OPERABLE WITH ONE HAND WITHOUT TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. MAX 5 LBS. TO OPERATE. - ALL REGEPTIGLES SHALL BE MOUNTED MIN. 15 "A.F.F., MAX 4S'A.F.F. 2). CONTRACTOR TO PROVIDE SIX (6) MASTER WALL SWITCHES ® AT CASHWRAP AREA TO CONTROL CIRCUIT OF ALL LIGHTING AS WELL AS ELECTRICAL OUTLETS IN SEAMSTRESS ROOM. (I) SWITCH TO CONTROL 50% OF GENERAL FLUORESCENT SALES AREA LIGHTING, (I) SWITCH TO CONTROL THE REMAINING 50% OF GENERAL FLUORESCENT SALES AREA LIGHTING, (I) SWITCH TO CONTROL THE VALANCE LIGHTING, (I) SWITCH TO CONTROL THE DISPLAY LIGHTING, (I) SWITCH TO CONTROL THE DRESSING ROOM LIGHTING, AND (I) SWITCH TO CONTROL THE ELECTRICAL OUTLETS IN THE SEAMSTRESS ROOM. B). ALL RECEPTACLES ON A MIRRORED WALL TO HAVE MIRRORED COVER PLATES. ALL RECEPTACLES AND SWITCH COVERS THAT ARE NOT ON A MIRRORED WALL ARE TO BE WHITE, NOT IVORY. 4). DOOR BELL $ ANNUNICATORS TO BE PROVIDED AND INSTALLED BY DAVID'S BRIDAL. T.G.G. SHALL PROVIDE A CHASE AND PULLSTRING THROUGH WALL AT RECEIVING DOOR FOR DOORBELL RECEPT TO BE SWITCHED AT MAIN 5WITGH AT FRONT (TYP) (2) MRI6 FIXTURES PREMOUNTED IN BOX FIXTURES TO BE PLUGGED INTO OUTLET RECEPT TO BE SWITCHED AT MAIN SWITCH AT FRONT MTD. S SO" A.F.F.(TYP.) d ��� —PRE- MOUNTED FIXTURE VALANCE LIGHTING TO BE PLUGGED INTO OULET (Tr.) I a 3 (4) MRI6 FIXTURES PREMOUNTED IN BOX FIXTURES TO BE PLUGGED INTO OUTLET (TYP) BOX FIXTURE DETAIL SCALE: I/4" = i' -O" RP -39 RP -35 RP 3L RP -4 THIS OULET NOT TO BE . WIRED TO MASTER SWITCH S FRONT RP -27 -31 SAME CKT ®42" A.F.F. RTUI LJ� TRENCH AS REQUIRED FOR ELECTRICAL CONDUIT TO CLOSEST WALL OR COLUMN ENCLOSURE `9 T RP -79 ( / RECEPTACLE BOX W/ CARPET FLANGE 4 2 RANG VV DIVIDER —BA-4255-66/MMUNICATIONS - RP -15 PORT PLATE: 5A 2425 DUPLEX DEPT. 5025 05 5/6" „--AT ADDITIONAL INFORMATION EXISTING POWER FEEDS TO EXISTING RTUs -NP. PROVIDE J-SOX ASV. CEILING FOR OP TRACKER FIXTURE �CEILIN¢. SEE DETAIL /05.1 RP - 13 J — � — 15 EXIST/RELOCD ELECT'L EQUIPMENT. I o N 9 N TELEPHONE BOARD SEE DETAIL 2/05.1 XIV RUN TELE/D TA 6 POWER WIRING SEPARATELY ITHIN CASHWRAP COUNTER. CONNECT CASH WRAP SHOW CASE LISHTS ONLY TO MASTER SF ITCH PER NOTE •2 NOTE: EACH FLOOR RECEPTACLE TO BE WIRED TO ITS OWN 20 AMP BREAKER. RECEPTACLE BOX TO BE MTD. ON FLOOR WITH SIDE RECEPTACLES. CONDUIT TO BE RUN ON FLOOR AND PROVIDE WIREMOLD 1500 CONDUIT WITH ASSOGIATTED CONNECTORS AND ACCESSORIES II6 T/S Ms. ■ r^° . PROVIDE a INSTALL J -BOX FOR SHOWCASE LIGHTING MASTER CONTROL SWITCHES SEE NOTE a2 THI5 SHEET ALARM KEYPAD MTS. ASV. SWITCHES 60' -0" POY NLER FLOOR PLAN SCALE: I /0 " =1'-O" PROVIDE NO MIN. TIMER FOR 500 GFM EXHAUST FAN BY 6.C. 1470. 11 IN GLB. 147" PROVIDE • • IT AND PULL WIRE IN MULLION Fes INSTALLATION OF SENSORMATIUS T.G.G. TO PROVIDE FINAL =ION FOR SENSORMATIC UNIT PROVIDE J -150X d DISCONNECT FOR STOREFRONT SIGNARE OF NOT ALREADY EXISTING) 2 5/5" PROVIDE TONE SWITCH FOR 100 GFM EXHAUST FAN BY G.G. WATER HEATER MTS. ON SHELF ASV. CEILING. SEE ',ETA L 4/PI.1 PROVIDE J -BOX FOR POWER TO HAND DRYER 40" A.F.F. PROVIDE J -BOX FOR POWER TO HAND DRYER 40" A.F.F. DUPLEX RECEPTAC E MOUNTED FLUSH IN CEILING AT STORE RONT (TYPICAL) PROVIDE DOOR BELL 6 BUTTON ANNUNCIATOR CASHWRAP E STAGING AREA S ECEIVED CITY R OF TUKWILA NOV 26 2001 PERMIT CENTER LIGHT FIXTURE SCHEDULE SYMBOL DESCRIPTION MOUNTING MANUF. CATALOG VOLTAGE (QUAN) LAMP (UAN) BALLAST WATTS 2z4 FLUORESCENT LIGHT FIXTURE NI/PRISMATIC LENS RECESSED LIGKOLIER XT2GAl2534012003 120 3 -F32T8 (U- 3 LAMP ELECTRONIC 90 Al � A2 . _ 2x4 FLUORESCENT LIGHT FIXTURE W4'RISMATIL LENS d BATTERY BACKUP RECESSED LIGHTOLIER XT2GAI25340G003 120 3 -F32T8 (1)- 3 LAMP ELECTRONIC 90 (SEE NOTE 40 A5 II! 2x2 FLUORESLB<T LIGHT FIXTURE W?RISMATIC LENS RECESSE3.,,,,,x METALUX 2GC3BX40Al25120E851 120 3 -X 4011 (0- 3 LAMP ELECTRONIC 80 I■v A4 l' 2, 2 FLUORESCENT LIGHT FIXTURE NIFRISMATIC LETS 4 BATTERY BACK -LP RECESSED METALUX 2GC3BX40Al25I20EB51 120 3 -13IAX 4AU (I)- 3 LAMP ELECTRONIC (SEE NOTE 4 1) © B 6" ADJUSTAB DONLI6HT RECESSED J1N TG2- 240-VI 120 1511 PAR 3O WA 75 ® G EXIT SIGN WITH DIRECTIONAL ARROWS PER CODE IV BATTERY BACK -UP (LED TYPE) SURFAcE LIGHTALARMS Lx3- B -6B-K6 PER CODE 2-1511 T6 N/A 30 D SC E FUFcT119HED BY TENANT INSTALLED BY TG.C. INTERNATIONAL LIGHTING E8082 -30 120 2- 1311 PL WA CO cXS/' — = Ec = = =_ T. FLU RGiOCENT VALANCE LIGHT (SLIM LINE ONLY) LA,gp BRCE FA DAY -BRITE NI25 NI32 CO I-25W TB SLIM LINE I-92W TB SLIM LINE (11- LAMP ELECTRONIC 10 W/LIN. FT. Fl © EXHAUST FAN (STAGING AREA/ RECESSED PENN VENTILATION zEP I+rRS M BOO GFM ODEL »21215 F2 EXHAUST FAN (SHOE DYE) RD ECESSE FEO1VENTILATION M0 425,4 G a AD.. STABLE ACCENT LIGHT RECESSED „1N0 T.46 -652 NI 120 1511 PAR30 WA 15 GI a S PULL -00PN ADJUSTABLE ACCENT LIGHT RECESSED MO TC944- 697C4N1 CO 1511 PAR30 WA 15 H a HR — — 0- FAMILY ROUND BALK TRACK FIXTI.RE9 EN HR- DOTES SM W L. E FIXTURE 24' ROD ''''ACE J00 144241 120 50W 141216 WA 50 C DOOR BELL CHIMES RECESSED ® K CEILING SPEAKERS RECESSED ® L MADISON HALF CIRCLE GANOPf LIGHT FIXTURE JIRFALE VISIONAIRE LIGHTING m, 2,,,..., 120 MXRTO MH WA 10 M ' EXTERIOR WALL 000NGE LIGHT FIXTURE BRFACE 1111227B 120 (2) 2111 BX WA 54 EVERGREEN LIGHTING —— W V COMPACT F1 00 FLUORESCENT NALL NA H/ FLOOD TRAC 00 SURFACE INDY LIGHTING 102 -10 120 (2) FIBBX/RS FT 18DL/RS (2) DU.UX -L 4011 STATE BALLAST :9 EX EXISTING FIXTURE EXISTING EXISTING EXISTING EXISTING NEW TO MATCH EXISTING NEW TO MATCH EXISTING IF REOD 005 SEAMSTRESS GLG. HT. P 12' -0" A.F.F. SHOE STOCK GLG. HT. (4 12' -0" A.F.F. DRESSING AREA •LG. HT. P 12' -0" A.F.F. O 017 'ELECTRICAL ROOM GLG. HT. 0 9' -5" A.F.F. NOTES: I). ALL FLUORESCENT NIGHT LIGHT FIXTURES (A2) SHALL P.O PROVIDED WITH EMERGENCY POWBR PACKS TEST SWITCH, AND POY. INDICATOR WHERE REQUIRED. IMPORTANT: EXTEND ALL EMERGENCY/NI:HT LIGHT/EXIT FIXTURES TO 24 HR CIRCUIT. 2). CEILING TILE: ARMSTRONG SECOND LOOK II 2X4 TILES 4 2161 P/ WHITE GRID SUPPLIED AND INSTALL BY TENANT GENERAL CONTRACTOR P 12' -0'AF.F.; AND ®10 "-6 A.FF. IN SOFFIT AREAS ONLY. 3). ALL EXISTING EXTERIOR LIGHT FIXTURES ARE TO BE CLEANED, RE- LENSED, AND RE- CAMPED 4). ALL EXISTING EXTERIOR SOFFIT FLUOR. LIGHT FIXTLRES ARE TO BE REPLACED WITH NEW TO MATCH EXISTING 5). UNIT LIGHTING POWER ALLOWANCE (LPA) = 15615 WATTS /12600 S.F. = 1.24 1 / =1.5 IN/SF) COMPLIES WITH WASHINGTON STATE ENERGY CODE. MERCHANDISE DISPLAY LIGHTING ALLOWANCE _ 1 1610 WATTS /12600 S.F. = 0.60 JAI/SF (</ =1.5 IN/SF) COMPLIES WITH WASHINGTON STATE ENERGY CODE. NOTE: LIGHTS FOR FREE - STANDING DISPLAY, BUILDING SHOWCASE ILLUMINATION AND DISPLAY WINDOW ILLUMINATION INSTALLED WITHIN TWO FEET OF THE WINDOW ARE EXEMPT. SALES DR. RMS GLG. HT. O 12' -0" A.F.F. 111111 1111111 ='1i{O111111111111MI =�Ii{i�'�s ii` TAW a J JJ.LU u ■, ■■■ ■n �� ,1■■ I ■■ ■■■ �■■ r� � �-- ���L'.J rrr � ■ ■■ °r, � :: /' : : :, , : : :� �: I / Y — 11IIaiiII111 iii ;ll:: :1:11:::i ;: .1��!!� :�� � a � v,� ,■ IIYy ■Yil Y I' 7 ii�iii�i�� � � 11111 �i� =iii l i1iC1111 ' 1�;11 {Il11=�!�1 X1.'11 1.:�y. ' �,::� ::� ■ ■I :�y 1a ;;:�y1 ri �':::�RSI 1 .1E1 ... �-.,,,,.,,,�.��.�.,.,,,.,..,�% 8 ■■■ Imo\ ■u I' I'I u■I \�■■ 11111WITI ei1 {5 =1111C�I11�1� {ii =1111 � 111 i {'!11!�� I ii 1�= . �i{'' :1i ' �o`+ ' 1 iiu � i - i1i� 1�:u: :�i�i�1�i{ ` �;�1�11� IMMPOMOMMS. .0 ... X111 III {I iii�Illii iillyi�iillli�l �?^ imam ::: n ■;; ; ■n n■ u■ ■n n■ nn ■rn vn vn nn nn nn mmummummEgrEINEN ■ ■■ ► y i � `y is �., s. .n � � .■ 111i1{I" , airtilliPMERIMINNIMENCIE � .. R � i■► ��r y `�ii��._ ► �' _ .'T ��--;► rO ■ ■ �' ■ I'I I I .II N1 :I 11��11 � I I n :o^ ::^ 1 1'I11111-� ; x'111 ` `r '71 ' I:11i:11u111� ■ I` � , f . ;1 : ! II : / ... ,ITS, , -■��i� im■„ ■p■ ��� _ ::y ::: :e� :..� �r�� ■ ;�..: ■ w,i...li H■a::. ■.. qm ■ I _ ��1 _ - x:::111... -- ::.1::.r■.r � I iIII ; TILT{II1L! �u!l1��1... �311y11111111 u i; 1_ ■1 y ■ ■� g liiiiMigillIAIIIIMAIIIMImii :Y.^I / iu � • I U= ::^ I �: ::i = ::^:. �_., ilii : i1I! � 1I1 1���1- :.�::1 ::• ..■ T ■■ ■M. !1 \ ■YJ n YY ■YJI ■YJ ■YY 10111M1211111 ( �:::��i:::� ; 1 �11111111111111i 1 � 1 iii ii / ti _�i�� Qi��i �i� �� i f� a !i Ifl /__ .�._ ■ � ■ ■ ■ � ■ ■ ■ 1 1 1 1'rYJ �� i ■. ■ ■ ■ i • ��■■ ■� ` ■p', � ,,� 19 ..n ..n .rn _n. ACT. GLG. HT.® ` � ^ � 0 :vu ■ :I�.0 iiibligielPitil _ 10._6., A.F 1tri "I��� a iMingirikli �T1�' haimingrommanumittimiNgla v � ge-J;n;�,: . ■ ; \� • " .�' 11.1'NEUV `� ?�ENSI1'�ER 1IMMI x�i ii ai 111'1'I1.i11111 =■111111■ 11i11� f I 4 '. +te 0 :: �.■:�� 111 °I�1N�i..:���11i�`.:::1 111 ;:::: 1 �� tvn nn vn . nn n n JIMMUNNIFEMEMEMPIENEEMILIBI 111ii1i 111111' �111iI1i�1� =111'111Z111i11111111 u u■ � o■ m u■ ;; n■ ��n■ I o■ .■u ■ _ Iru :�: :�n :�:. 11i■11ri�ii n ! •:�IUCiII .ate ■: � .W��. y � � ■: _1 1 ::: ! i::: 11111 '1:::11111111111111111111111111 ■ AGT Aglimmummormantrommonu 1`��� 11 I1C'P. !.is�yIi '!.!:I ��:{Is'�i i monlim Hi � : :: Isrash111111111191 �iQ�i�� \ 1 � �� � � #� e n■ or ii ■,� o u n■ ■ n■ :: : : o■ ■r■ vn /nn on . 1 �' ...,� ..� . I,�. ■Y.T _�i�i�i ■YYI�� ■Yil� ■4i1�� .:�. i - - .:..-:.�.:■d' CI ..:r�.:�� 1. 'N' ACT. GLG. HT.® 10' -6" A.F.F. BANK LIGHTS 1 FOR NATION 003 DRESSING AREA GLG. HT. O 12 SALES AREA GLG. HT. ®12' -0" A.F.F. CURTAIN WALL to 10'--" ACT. CL6. HT.® 12 -0 .. F.F. LOCATION OF SWIT FOR SALES AR SEE DWG E- ADDITIONAL INFO LIGHTING PLAN SCALE: I/8"=1' -0" 1012 'SEAMSTRESS DR. RMS. I006ISTAGING AREA CL6. HT. 0 12' -0" A.F.F. GLG. HT. 0 12' -0" A.F.F. I Ole ID.M. OFFICE MERCHANDISE CL. 1004IMGR'S OFF/LOUNGE CLG. HT. 0 12 -0 A.F.F. i I EX. GYP. BD. GLG. 9' -3" A.F.F. '001 (VESTIBULE GLG. HT. ®12' -0" A.F.F. 24' -I 15 /S" 1 014 IHALLWAY C.L.G. HT. ® 12' -0" A.F.F. EX. GYP. BD. GLG. 018 CORRIDOR GLG. HT. S V -5' A.F.F. TRAINING ROOM GLS. HT. P 12' -0" A.F.F. SHOE DYE GLG. HT. S 12 -O" A.F.F. EX. MEN'S TOILET RM. GLG. HT. P 5 -0 APP. EX. WOMEN'S TOILET RM. GLG. HT. S % -0 CONNECT NEW WALL SCONCE TO TOTTING LIMITING CIRCUIT SALES DR. RMS GLG. HT. ®12' -0" A.F.F. CTFY OF NOV 2 6 2001 PERMIT CENTER 0 f O Z U- ND w at A CIA w 6T O U C.) z_ LLJ Li z z LLJ z J to to I-- 'N YO l[ � DRAWING NO. 0 E2. I z IL z_ I- ._" J ELECTRICAL LOAD SUMMARY PANEL LP 208Y/120V 3PH 4W RELOCATED LOAD TYPE LOAD KVA DESCRIPTION CIR BKR 225A BUS CIR BKR LOAD DESCRIPTION LOAD KVA A0 B0 CO A0 B0 CO TRIP NO. 200A MCB NO. TRIP .9 1.25 20.0 FLUORESCENT LTG Cl 20 1 < C CICIC CICIC CI CI CI CI CI CI CI C CSC 2 20 EM /NL LIGHTS "" .4 .5 97.8 FLUORESCENT LTG C2 3 CI � I C I CI � i C I CI C I C I CI CI C I �I C I �I C' (1('(1CIC'CICICIC'<ICICIC1 CICIC C I CI II EtElEttEIEEIELEELEbEEt 4 EM /NL LIGHTS "" .5 .4 TOTAL .36 .8 RECEPTACLES (I.G.) FLUORESCENT LTG Cl 5 6 EXIT LIGHTS "" .5 .2 .36 1.( FLUORESCENT LTG C2 7 8 DOWN LIGHTS C5 1.0 .36 .8 RECEPTACLES FLUORESCENT LTG C:1 9 10 TRACK LIGHTS C5 .1 .9 .36 .9 RECEPTACLES -. FLUORESCENT LTG C2 11 12 TRACK LIGHTS C5 2.3 1.35 .18 .8 FLUORESCENT LTG Cl 13 14 TRACK LIGHTS C5 1.35 .2 .9 RECEPTACLES FLUORESCENT LTG C2 15 16 TRACK LIGHTS C5 .6 1.35 .18 .9 RECEPTACLES FLUORESCENT LTG C3 17 18 DOWN LIGHTS C5 1.92 .7 .36 .9 FLUORESCENT LTG C3 19 20 DOWN LIGHTS C5 .6 1.92 1.4 RECEPTACLES C8 FLUORESCENT LTG C3 21 22 TRACK LIGHTS • C6 1.92 1.8 1.26 1.2 RECEPTACLES CS FLUORESCENT LTG C3 23 24 TRACK LIGHTS " C6 .2 1.8 .54 .8 FLUORESCENT LTG 25 26 TRACK LIGHTS " C6 1.8 .36 .7 RECEPTACLES FLUORESCENT LTG C4 27 2B TRACK LIGHTS " C6 1.92 1.8 .18 .8 RECEPTACLES FLUORESCENT LTG C4 29 30 EXTERIOR LTG • C7 1.08 .4 1.92 .7 FLUORESCENT LTG 31 32 STORE SIGN " C7 1.2 1.62 1.5 RECEPTACLES FLUORESCENT LTG 33 34 STORE SIGN • C7 .36 1.2 1.92 1.0 RECEPTACLES C8 FLUORESCENT LTG 35 36 S/W RECEPT 1.62 .72 .18 .9 37 37 38 S/W RECEPT .72 .18 1.0 RECEPTACLES C8 EWH 39 40 SPARE .18 -- .18 1.0 RECEPTACLES C8 41 41 42 EXISTING LTS .2 .6 .18 1.0 7.2 6.6 6.1 TOTAL CONNECTED: 41.5 KVA ESTIMATED DEMAND: 50.8 KVA 142 AMPS 7.07 8.65 5.77 • TIME CLOCK CONTROLLED (10 ISOLATED GROUND ** LOCK -ON DEVICE (C# CONTACTOR CONTROLLED * TIME CLOCK CONTROLLED (IG ISOLATED GROUND *• LOCK -ON DEVICE (C# CONTACTOR CONTROLLED PANELBOARD DEMAND CALCULATION: PANELBOARD SUMMARY: CONTINUOUS LOADS KVA CONNECTED: 25.7 KVA PANELBOARD DEMAND CALCULATION: PANELBOARD SUMMARY: CONTINUOUS LOADS KVA CONNECTED: 41.5 KVA GENERAL LIGHTING 21.2 DEMAND: 50.8 KVA LIGHTING TRACK 12.2 25% LARGEST SIGNS 3.6 MOTOR: 0.0 KVA SHOW WINDOW 0.0 TOTAL: 50.8 KVA SUB TOTAL CONTINUOUS LOADS 37.0 X 1.25 (DEMAND FACTOR).- 46.3 (142 AMPS) NON - CONTINUOUS LOADS VOLTAGE: 208Y/1 20V-30 RECEPTACLE 1.5 HVAC 0.0 GENERAL/OTHER 3.0 SUB TOTAL NON-CONTINUOUS LOADS 4.5 X 1.0 (DEMAND FACTOR) = 4.5 TOTAL: 41.5 KVA 50.8 KVA . 480Y/277V 3PH 4W SG -D NEHB LOAD KVA CRIPTION CIR BKR 400A BUS CIR BKR LOAD DESCRIPTION LOAD KVA TRIP N0. 300A MCB NO. TRIP A0 B0 CO A0 B0 CO 8.3 1 I CI. �_� CI � � C I ( I C I ( I C I (I (I ( I ( I ( I ( I 2 6.8 4 30 RTU -1 6.8 8.3 RTU -2 & 3 40 3 8.3 5 6 6.8 8 5.1 12.4 7 12.4 RTU -4,5 & 6 60 9 10 25 NEW RTU -7 5.1 12 5.1 12.4 11 14 26.2 13 16 175 112,5 KVA XFMR 25.5 15 18 23.4 17 20.7 20.7 20.7 TOTAL CONNECTED: 173.0 KVA ESTIMATED DEMAND: 183.1 KVA 230 AMPS 38.2 37.4 35.3 • TIME CLOCK CONTROLLED (I0 ISOLATED GROUND "" LOCK -ON DEVICE (C# CONTACTOR CONTROLLED PANELBOARD DEMAND CALCULATION: PANELBOARD SUMMARY: CONTINUOUS LOADS KVA CONNECTED: 172.1 KVA GENERAL LIGHTING 21.6 DEMAND: 181.5 KVA LIGHTING TRACK 12.2 25% LARGEST SIGNS 3.6 MOTOR: 1.6 KVA SHOW WINDOW 0.0 TOTAL: 183.1 KVA SUB TOTAL CONTINUOUS LOADS 37.4 X 1.25 (DEMAND FACTOR). 46.8 (230 AMPS) NON- CONTINUOUS LOADS VOLTAGE: 480Y/27N -30 RECEPTACLES 26.8 HVAC 97.8 GENERAL /OTHER 10.1 SUB TOTAL NON- CONTINUOUS LOADS 134.7 X 1.0 (DEMAND FACTOR) = 134.7 TOTAL: 172.1 KVA 181.5 KVA ELECTRICAL LOAD SUMMARY PANEL RP 208Y/120V 3PH 4W SQ -D NOQD LOAD TYPE LOAD KVA LOAD DESCRIPTION CIR BKR 125A BUS OR BKR LOAD DESCRIPTION LOAD KVA A0 B0 CO TRIP N0. 100A MCB N0. TRIP A0 B0 CO .36 1.25 20.0 RECEPTACLES (I.G.) 20 1 < C CICIC CICIC CI CI CI CI CI CI CI C CSC CI C C' ( � C C' < C C C C' C C C C C < ( AAELLEEllEtELEIELIELIEELLEt 2 20 RECEPTACLES .5 97.8 GENERAL /OTHER RECEPTACLES (I.G.) 3 4 RECEPTACLES - .5 1.6 TOTAL .36 - RECEPTACLES (I.G.) 5 6 RECEPTACLES .5 .36 RECEPTACLES 7 8 EXHAUST FANS .5 .36 RECEPTACLES 9 10 DOOR BUZZER .1 .36 RECEPTACLES -. 11 12 30 HAND DRYER 2.3 .18 SENSORMATIC 13 14 30 HAND DRYER 2.3 .2 RECEPTACLES 15 16 20 WATER COOLER .6 .18 RECEPTACLES 17 18 RECEPTACLES 1.92 .36 RECEPTACLES 19 20 RECEPTACLES 1.92 1.92 RECEPTACLES C8 21 22 RECEPTACLES 1.92 1.26 RECEPTACLES CS 23 24 SHOWCASE C8 .2 .54 RECEPTACLES CB 25 26 SHOWCASE C8 .2 .36 RECEPTACLES 27 28 RECEPTACLES 1.92 .18 RECEPTACLES 29 30 RECEPTACLES 1.08 1.92 RECEPTACLES 31 32 RECEPTACLES 1.08 1.62 RECEPTACLES 33 34 TELEPHONE •* .36 1.92 RECEPTACLES C8 35 36 RECEPTACLES 1.62 .18 RECEPTACLES C8 37 38 RECEPTACLES .36 .18 RECEPTACLES C8 39 40 RECEPTACLES .18 .18 RECEPTACLES C8 41 42 FACP •• .2 .18 5.0 4.44 3.72 TOTAL CONNECTED: 25 7 KVA ESTIMATED DEMAND: 26.0 KVA 73 AMPS 6.86 5.78 7.82 • TIME CLOCK CONTROLLED (10 ISOLATED GROUND ** LOCK -ON DEVICE (C# CONTACTOR CONTROLLED PANELBOARD DEMAND CALCULATION: PANELBOARD SUMMARY: CONTINUOUS LOADS KVA CONNECTED: 25.7 KVA GENERAL LIGHTING 0.4 DEMAND: 25.8 KVA LIGHTING TRACK 0.0 25% LARGEST SIGNS 0.0 MOTOR: 0.2 KVA SHOW WINDOW 0.0 TOTAL: 26.0 KVA SUB TOTAL CONTINUOUS LOADS 0.4 X 1.25 (DEMAND FACTOR). 0.5 (73 AMPS) NON- CONTINUOUS LOADS VOLTAGE: 208Y/120V -30 RECEPTACLES 17.7 HVAC 0.5 GENERAL /OTHER 7,1 SUB TOTAL NON- CONTINUOUS LOADS 25.3 X 1.0 (DEMAND FACTOR) = 25.3 TOTAL: 25.7 KVA 25.8 KVA ELECTRICAL LOAD SUMMARY 0 LOAD TYPE CONNECTED KVA DEMAND FACTOR DEMAND KVA GENERAL LIGHTING 21.6 1.25 27.0 LIGHTING TRACK 12.2 1.25 15.3 SIGNS 3.6 1.25 4.5 SHOW WINDOW 16.0 1.25 20.0 RECEPTACLES 26.8 NEC 220 -13 18.4 HVAC 97.8 1.0 97.8 GENERAL /OTHER 10.1 1.0 10.1 25% LARGEST MOTOR - - 1.6 TOTAL 188.1 - 194.7 MINIMUM AMPS REQUIRED ® 460V 30 245 AMPS AMPS PROVIDED 300 AMPS • NON -- COINCIDENTAL LOAD PHONE BOARD KEY 0 RJ45 JACKS . O VOICE PATCH PANEL 4' x 4' x 3/4" PLYWOOD MOUNTED TO WALL O PAINT TO MATCH SURROUNDING AREA SUPPLIED AND INSTALLED BY T.G.C. ® COMPUTER SHELF O DATA PATCH PANEL © HUB O ROUTER ® MODEM ® SURGE PROTECTOR 0 BATTERY BACKUP UNIT Ci DEDICATED 20 AMP DOUBLE DUPLEX RECEPT. SUPPLIED AND INSTALLED BY T.G.C. a PBX EXISTING DISTRIBUTION CENTER (VERIFY IN FIELD) REPLACE EXISTING 200A SWITCH & FUSE(S) WITH NEW RATED AT 250 A LANDLORD SPACE E.C. SHALL COORDINATE THE ELECTRICAL SERVICE REQUIREMENTS WITH THE LANDLORD AND THE UTILITY CO. AND SHALL PROVIDE ALL LABOR, MATERIAL, AND EQUIPMENT AND SHALL PAY ALL FEES AND PERMITS REQUIRED, TO PROVIDE A COMPLETE ELECTRICAL SERVICE AS REQUIRED. TO EX. RTU - } TENANT SPACE SPLICE BOX 4 # KCMIL 22' CONDUIT TO EX. RTU -2 & 3 3 #2/D,2 PANEL H1 480V 3PH -4W 300A MCB NEW TO EX. RTU -4,5 & 6 RE -FEED EXISTING RTUs 10,1 #120,1 "C #8,1 # 1 OG,1 #6,1 #IOG,H "C 12.55 KVA xF1.1R NEW #1/0 GND TRICAL RISER DIAGRAM EDF PANEL LP EL 20 3PH -4 -4 W 200A MCB RELOCATED NEW RTU -7 30A FDS WP LEI 25A TDF 10, #12 "C PANEL RP 208V 3PH -4W 100A MCB NEW #3/0,2 "C - 4 #3,1i "C PROVIDE DOUBLE LUGS ON TRANSFORMER SECONDARY SHOPPER TRACK ORBIT NOTES; 1),RUN ALL WIRING CONCEALED IN CEILING, WALLS AND FLOOR CONDUIT TO REGISTER #i. 2),INSTALLED BY SHOPPERTRACK CONTACT: PATTY AUGER (201) 245 - 2888 SINGLE ORBIT 5" MOLEX TO RJ45 PIGTAIL REGISTER # SHOPPER TRACK SCHEMATIC SCALE: NO SCALE --- \.,...______ CATEGORY 5 HOMERUN TO REGISTER #1 ELECTRICAL NOTES AND SPECIFICATIONS GENERAL 1. ENTIRE INSTALLATION SHALL CONFORM TO NATIONAL ELECTRIC CODE AND ALL LOCAL ORDINANCES HAVING JURISDICTION AND MALL GENERAL STANDARDS AND SPECIFICATIONS. 2. MINIMUM SIZE FOR ALL OUTLET BOXES SHALL BE 4 ", 3. MINIMUM WIRE SIZE SHALL BE NO.12 AWG. ONLY COPPER CONDUCTORS ARE PERMITTED. 4. PROVIDE IDENTIFICATION OF ALL BRANCH CIRCUITS ON A TYPEWRITTEN DIRECTORY CARD. PERMENENTLY AFFIXED TO THE DOOR OF EACH LIGHTING AND DISTRIBUTION PANEL. 5. ALL FLUORESCENT LIGHT FIXTURES SHALL HAVE HIGH POWER FACTOR BALLASTS. 1. ALL MATERIALS SHALL BE NEW EXCEPT WHERE OTHERWISE NOTED AND SHALL BEAR UNDERWRITERS AND UNION LABELS WHERE SUCH LABELLING APPLIES. 2. ALL MATERIALS AND INSTALLATION SHALL BE IN FULL CONFORMANCE TO LANDLORD'S GENERAL DESIGN SPECIFICATIONS AND STANDARDS. 3. TIME SWITCHES SHALL BE PARAGON, POLES AND RATINGS AS REQUIRED. 4. CONDUIT SHALL BE GALVANIZED STEEL OR RIGID HEAVY WALL UNDERSLAB; ABOVE SLAB CONDUIT SHALL BE ELECTRIC - METALLIC TUBING WITH COMPRESSION FITTINGS, FLEXIBLE CONDUIT MAY BE USED IF APPROVED BY APPLICABLE CODE AND LANDLORD SPECIFICATION. 5. EXCEPT WHERE OTHERWISE INDICATED, WIRE SHALL BE COPPER WITH 600 VOLT INSULATION, TYPE THWN, FOR BRANCH CIRCUITS; TYPE THW FOR SIZES NO.4 OR LARGER. 6. OUTLET BOXES SHALL BE PRESSED GALVANIZED STEEL. 7. NYLON DRAG WIRES SHALL BE INSTALLED IN ALL EMPTY CONDUITS. 8. WIRING DEVICES SHALL BE AS FOLLOWS: LIGHT SWITCHES -20 AMP, HUBBEL 1221, DUPLEX RECEPTA- CLES-15 AMP, HUBBEL 52 -52, SOCKETS TO BE WHITE BAKELITE, DEVICE PLATES TO BE WHITE, UNLESS INDICATED OTHERWISE ON PLAN. 9. MATERIALS AND EQUIPMENT SHALL BE GUARANTEED FREE FROM DEFECTS FOR ONE (1) YEAR FROM DATE OF OWNER ACCEPTANCE, AND BE REPLACED, IF REQUIRED, AT NO EXPENSE TO OWNER, DURING 1ST YEAR. WORKMANSHIP, RESPONSIBILITY AND GUARANTEES ENTIRE INSTALLATION SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS. WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND BALANCED ACROSS ALL THRE PHASES. 2. ELECTRICAL CONTRACTOR SHALL GURANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF ONE (1) YEAR FROM DATE OF FINAL OWNER ACCEPTANCE. 3. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THER -BY. ALL REQUIRED INSURANCES SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPER- TY DAMAGE FOR THE DURATION OF THE PROJECT WORK. 4. 1. ALL LIGHTING FIXTURES SHALL BE WIRED AS PER ARTICLE 410 OF THE NATIONAL ELECTRIC CODE. 2. BOND WIRE SHALL BE IN ALL FEEDER CONDUITS WHERE REQUIRED BY CODE. 3. GROUNDING TYPE BUSHINGS SHALL BE USED AS REQUIRED BY CODE. 4. SIGN CONTRACTOR SHALL INSTALL ALL SIGNS. ELECTRICAL CONTRACTOR SHALL PROVIDE FINAL HOOK -UP OF SIGNS (FROM SIGN TO JUNCTION BOX). SIGN CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING OPERATION OF SIGNS, AFTER FINAL HOOK -UP BY ELECTRICIAN. 5. FUSES SHALL BE FUSETRON TYPE. 6. INSTALL "LOCK -DOGS" ON CIRCUIT BREAKERS FOR EMERGENCY LIGHTING, EXIT LIGHTS, AND CASH REGISTERS TO PREVENT ACCIDENTAL TURNING OFF OF CIRCUITS. 7. ELECTRICAL CONTRACTOR SHALL VISIT SITE AND FAMILIARIZE HIMSELF WITH EXISTING CONDITIONS, PRIOR TO SUBMISSION OF BID. ANY DISCREPANCIES BETWEEN PLANS AND ACTUAL CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND BE INCLUDED IN FINAL BID, 2. 3. 4. 5. MATERIAL NOTES CASH REGISTER OUTLETS INSULATED /ISOLATED GROUND SYSTEM REQUIREMENTS FOR CASH REGISTER OUTLETS CASH REGISTERS REQUIRE AN ISOLATED OR "DEDICATED" 20 AMP, 120 VOLT SINGLE PHASE CIRCUIT. (CASH REGISTERS SHALL NOT SHARE CIRCUITS WITH ANY OTHER CONDUCTIVE LOADS). ALL THREE WIRES, GROUND, NEUTRAL AND POWER, MUST BE RUN TO THE CIRCUIT BREAKER PANEL, VIA A CONDUIT THAT CONTAINS ONLY THESE WIRES. THE GROUND, NEUTRAL MUST BE RUN SEPARATELY AND SHALL BE CON- NECTED ACCORDING TO THE LOCAL APPLICABLE ELECTRICAL CODE. GROUND WIRE SHALL BE RUN TO A GROUND POINT FOR THE DEMISED PREMISES. CASH REGISTER OUTLETS SHALL BE OF TYPE WHICH DOES NOT HAVE THE GROUND TERMINAL CONNECTED TO THE RECEPTACLE MOUNTING BRACKET (EQUIVALENT TO HUBBEL #IG5263- DUPLEX OR HUBBEL #IG5261- SINGLE). A SPECIAL INSULATED TERMINAL BLOCK IN THE DISTRIBUTION PANEL AND THE USE OF INSULATED GROUND WIRE FROM THE RECEPTACLES UNDER THE CHECK -OUT STANDS TO THE DISTRIBUTION PANEL AND FROM THE DISTRIBUTION PANEL TO THE STORE SERVICE ENTRANCE EQUIPMENT. UNDER NO CIRCUM- STANCES SHALL CONDUIT OR DUCTWORK BE USED AS A GROUND. THE CASH REGISTERS ARE SUPPLIED WITH A 3 -PRONG PLUG. THE USE OF ISOLATORS OR CONVERSION PLUGS TOTALLY DEFEAT THE PURPOSE OF THE GROUND SYSTEM. THE ELECTRICAL CONTRACTOR SHALL NOT USE CONVERSION PLUGS IN ANY INSTALLATION OF ELECTRONIC CASH REGISTERS. POWER AND GROUND SYSTEM INSTALLATION SHALL CONFORM TO ALL WIRING DIAGRAMS AND REFERENCE SHEETS FURNISHED BY CASH REGISTER MANUFACTURER. ELECTRICAL CONTRACTOR SHALL OBTAIN FROM GENERAL CONTRACTOR, ALL REQUIRED INFORMATION PER- TAINING TO THE CASH REGISTER SYSTEM POWER WIRING INSTALLATION. CAT DEC 2 R ECEIVED CTEY OP TUKWILA d U CD z EE W W z Z.5 z W z J S EXPIRES 4.17 -2003 1 O S 9 0 Q U. Q Q 1[1 in 61 tO LL 11. um 2 O MS S DRAWING NO. E5.I x AA X x Q O R) 2 F Y N A - 2 \ PHONE BOA R17 DETAIL E3.Ij SCALE: 1/4" = 1' -0" v NOTE: UNLESS OTHERWISE NOTED ALL ITEMS ABOVE ARE SUPPLIED AND INSTALLED BY DAVID BRI DAL. NOV 26 2001 PERMIT CENTER PLUMBING FIXTURE SCHEDULE TYPE ITEM DESCRIPTION REMARKS OUAN. WH -I WATER HEATER A.O. SMITH MODEL #DEL -10 ELECTRIC WATER HEATER 10 GAL. STORAGE CAPACITY, 25 KW INPUT, 205V-3% INS BY T.G.G. INSTALLED BY T.6.G PF -2 PF -2 WATER CLOSET EXISTING TO REMAIN T.G.G. TO CLEAN AND REPAIR OR REPLACE BROKEN OR COMPONENTS 2 PF -I PF -4 LAVATORY EXISTING TO REMAIN T.6.0. TO CLEAN RED REPAIR OR REPLACE BROKEN OR INOPERABLE COMPONENTS 2 EWG -I WATER COOLER HALSEY- TAYLOR MODEL # BFO -6F, BARRIER FREE WATER COOLER WITH FRONT PUSH BARS, 120V, COLOR BY ARCH. NS BY G G.C. IONS IN T.G.G. PF -5 MOP SINK FLORESTONE: MOLDED MOP RECEPTOR MODEL # MSR -2424 W/ MR -370, 371, 373, AND 5'14. (5" SEAL) FURN. BY T.G.G. INSTALLED BY T.G.G. CONNECTIONS BY T.G.0 1 PROVIDE NICKELBRASS OR CHROME PLATED ESGHUTCHEONS ON ALL EXPOSED PIPING WHEN PASSING THROUGH WALLS. GENERAL PLUMBING NOTES I. ALL PLUMBING INSTALLATIONS SHALL COMPLY WITH STATE AND LOCAL CODES. 2. PLUMBING CONTRACTOR SHALL MAKE CORRECTIONS IF WATER SUPPLY AND DRAINAGE FOR THE BUILDING ARE REVERSED. 3. INSTALL ALL THREADED CLEANOUT PLUGS WITH PIPE DOPE TO ALLOW EASY REMOVAL IN THE FUTURE. 4. IT WILL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO INSURE THAT ITEMS TO BE FURNISHED UNDER PLUMBING CONTRACT WILL FIT THE SPACE AVAILABLE - PLUMBING CON- TRACTOR SHALL MAKE NECESSARY FIELD MEASUREMENTS TO ASCERTAIN SPACE REQUIREMENTS. INCLUDING THOSE FOR CONNECTIONS AND SHALL FURNISH AND INSTALL SUCH SIZES AND SHAPES OF EQUIPMENT THAT ARE THE TRUE INTENT OF THE DRAWINGS AND SPECIFICATIONS. 5. GENERAL CONTRACTOR SHALL PROVIDE ALL OPENINGS IN WALLS, FLOORS, AND ROOF WITH EACH CONTRACTOR RE- SPONSIBLE FOR VERIFYING LOCATION AND SIZES OF ALL OPENINGS REQUIRED UNDER HIS CONTRACT, UNLESS NOTED OTHERWISE ON THE PLANS. S. PLUMBING CONTRACTOR SHALL PROVIDE PRESSURE REDUC- ING VALVE, SWEAT TYPE, 30 -6O P51G DISCHARGE RANGE WHERE REQUIRED BY LOCAL CODES. 7. ALL PLUMBING FIXTURES SHALL BE NEATLY CAULKED WITH SILICONE COMPOUND WHERE FIXTURE MEETS WALL. S. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ELECTRICAL AND CONTROL CONNECTIONS TO PLUMBING EQUIPMENT WITH THE ELECTRICAL CONTRACTOR. SEE PLANS FOR LOCATIONS OF JUNCTION BOXES, DISCONNECTS, AND CIRCUIT BREAKERS (PANEL BOARDS). TYPE, SIZE AND NUMBER OF CONDUCTORS AND CONDUITS TO EQUIPMENT SHALL BE COORDINATED WITH I VERIFIED BY THE ELECTRICAL CONTRACTOR. IN CASE OF PLUMBING EQUIPMENT CON- NECTION TO A CIRCUIT BREAKER, THE NUMBER AND SIZE OF CONDUCTORS AND CONDUIT SHALL CONFORM TO THE LATEST NATIONAL ELECTRICAL CODE REGULATIONS. ALL MOTOR STARTERS, SWITCHES, CONTROL DEVICES, ETC., PROVIDED BY THIS CONTRACTOR SHALL BE RECESSED IN THE WALLS, EXCEPT INHERE THESE ITEMS ARE LOCATED N MECHANICAL ROOMS. PROVIDE NAMEPLATES FOR ALL EQUIPMENT, SWITCHES, CONTROL DEVICES, ETC. H. VOID 10. PLUMBING CONTRACTOR SHALL SUPPLY AND INSTALL GAS PIPING IF SHOWN ON PLANS. ALL GAS PIPING SHALL COMPLY WITH LOCAL CODES. PLUMBING CONTRACTOR SHALL MAKE FINAL CONNECTIONS TO ALL EQUIPMENT. INSTALL REGULA- TORS AT EQUIPMENT INHERE REQUIRED BY MANUFACTURER OR CUTS SUPPLIED BY FURNISHING CONTRACTOR. II. PLUMBING CONTRACTOR SHALL INSTALL SHOCK ABSORBERS AT PLACES INDICATED ON THE PLANS AND RISER DIAGRAM. SHOCK ABSORBERS SHALL BE PDI APPROVED. 12. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR APPROVED FLOOR PLAN AND DIMENSIONS. DO NOT SCALE PLUMBING DRAWINGS. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING CON- DENSATE DRAIN PIPING ON AIR HANDLING UNITS. COORDI- NATE WORK WITH MECHANICAL CONTRACTOR. 14. CONTRACTOR SHALL INSTALL WATER PIPING 50 THAT PIPE JOINTS ARE NOT UNDER FLOOR SLAB. 15. PIPE INSULATION SHALL BE CONTINUOUS THROUGH WALLS OR FLOOR. I6. CONTRACTOR SHALL TEST SOIL, WASTE N VENT SYSTEMS WITH PEPPERMINT. ALL MECHANICAL SYSTEMS SHALL BE RUNNING WHILE THESE TESTS ARE BEING MADE. CONTRAC- TOR SHALL FURNISH A CERTIFICATE OF COMPLIANCE AND ACCEPTANCE OF THESE TESTS. 0. CONTRACTOR SHALL INSULATE ALL UNDER SLAB HOT WATER PIPING WITH I" RI61D URETHANE FOAM INSULATION AND I" CLOSED CELL RUBBER INSULATION, WITH FIRE RETARDANT COATING ON ALL HOT WATER 4 RETURNS LINES ABOVE SLAB. INSULATE ALL COLD WATER LINES ABOVE SLAB WITH 1/2" CLOSED CELL RUBBER FIRE RETARDANT INSULATION. 16. ANY DEVIATIONS FROM SPECIFIED PLUMBING FIXTURES AND TRIM IN FIXTURE SCHEDULE SHALL BE APPROVED PRIOR TO SUBMITTAL FROM THE DAVID'S PROJECT MANAGER. 19. ALL INDIRECT WASTE LINES SHALL HAVE A MINIMUM OF 2" VERTICAL AIR GAP AT FLOOR SINK, DRAIN OR HUB. FLOOR SINKS, DRAINS OR HUBS SHALL EXTEND A MINIMUM I" ABOVE FINISHED FLOOR WHEN SERVING INDIRECT DRAINS. 20. VACUUM BREAKERS SHALL BE INSTALLED ON ALL HOSE 51555 AND HYDRANTS. VACUUM BREAKERS/BACK FLOW PREVENTORS TO BE INSTALLED AT ANY POINT INHERE THERE IS DANGER OF THE NON POTABLE WATER SYSTEM COMING IN CONTACT WITH THE PORTABLE WATER SYSTEM OR ANY DANGER OF BACK FLOW COORDINATE WITH LOCAL INSPECTOR. 21. ALL PLUMBING WORK SHALL BE COORDINATED WITH OTHER PROJECT CONTRACTORS BEFORE INSTALLATION. 22. USE TYPE "K" SOFT DRAWN COPPER UNDER SLAB. 25. VOID 24. ALL WATER DISTRIBUTION PIPE ABOVE GROUND SHALL BE COPPER OR COPPER ALLOY TUBING. 25. ALL UNDERGROUND DRAINAGE, WASTE AND VENT PIPE SHALL BE CAST IRON OR PVC AS ALLOWED BY LOCAL CODES. ALL ABOVE GROUND DRAINAGE, WASTE AND VENT PIPE SHALL BE PVC. NOTE: PLUMBING CONTRACTOR SHALL VERIFY EXACT SIZE AND LOCATION OF EXISTING WATER SUPPLY IN THE FIELD SUPPLY RISER DIAGRAM NOT TO SCALE NOTE: PLUMBING CONTRACTOR SHALL VERIFY EXACT SIZE AND LOCATION OF EXISTING SANITARY SEWER IN THE FIELD ,al• i `�� /EX. VTR i SANITARY RISER DIAGRAM C PI.I NOT TO SCALE PROVIDE SAFETY MIXING VALVE APPROVED UNDER ANSE lab OR IOIT SET TO A MAX. TEMP. OF 110° F. EXTERIOR DEMISING WALL UNION (VIP) 2 -1/2 x 2 -1/2 x 3/16 L FRAME IF WELDED CONNECTIONS C COPPER DRAIN RECONNECT TO EXISTING H.W. BRANCH PIPING (V,IF.) EXTEND 10'0W TO EXIST' CW LINE EXTEND I'V TO EXISTING VENT HEADER CONNECT 2'W TO EXISTING SANITARY WASTE PLUMBING PLAN SCALE: 1/4" 1' -0" 3/4" HOT WATER SUPPLY 9/4" COLD WATER SUPPLY GATE VALVE (TIT) PIT RELIEF VALVE LINE OF TOILET I" COPPER DRAIN ROOM CEILING l IN51DE WALL SERVICE SINK IN SHOE DYE AREA WATER HEATER DETAIL NOT TO SCALE 18"x15" 20 GA GALV. STEEL PAN W/ DRAIN W.H. -I ABOV� SHOE DYE � II PF -5 • EXTEND T'CW T O f EXIS TING W LINE PF -2 1 4- J EXISTING] 4 SANITARY 'f PF -4 WASTE PP -3 CONNECT DRAIN PAN LINE WITH Y FITTING AND VACLVM RELIEF VALVE 3'W EXTEND 2'v TO Z XISTING VENT HEADER XISTING 4'W CONNECT TO XISTING RECEIVED CITY OF TUKWILA NOV 26 2001 PERMIT CENTER z J 4.17-2003 MIFFS _. z O J_1 tY t11 V O 2 0 r ■ 0 d) w er 4 111 B iN O 03 Q DRAWING NO. F'1.1 an � x ZO x w x O K � N Q N V TYPICAL COMBINATION HORN /STROBE, STROBE ONLY ALARM INDICATING CIRC ALARM INITIATING CIRC FIRE ALARM L.CD -- \ ANNUNCIATING PANEL AT FRONT OF STORE 3/4'C. TO TELEPHONE — BACKBOARD FIRE ALARM CONTROL PANEL /4' TO CENTRAL MONITORING 120v 90 MIN. BATT FIRE ALARM RISER DIAGRAM NOTES: I. REFER TO FLOOR PLAN FOR LOCATION AND QUANTITY OF DEVICES. 2. UNDER THE ACTIVATION OF ANY ROOF TOP UNIT DUCT SMOKE DETECTOR THE CONTROL PANEL SHALL SHUT -OFF ALL ROOF TOP UNITS. 3. FIRE ALARM EQUIPMENT TO BE ADT (OR APPROVED EQUAL). 4. COORDINATE LOCATIONS OF ALL DEVICES WITH INTERIOR ELEVATIONS AND STORE FIXTURES. N. FIRE ALARM CONTRACTOR SUBMIT COMPLETE DRAWINGS AND SPECIFICATIONS TO LOCAL AUTHORITY FOR REVIEW AND APPROVAL. 1, ALL FIRE ALARM WIRING SHALL BE RUN IN CONDUIT (EMT). FIRE ALARM RISER D IAGRAM NOT TO SCALE WATER FLOW AND TAMPER SWITCHES AT SPRINKLER RISER (V.IF.) TYPICAL DUCT MOUNTED SMOKE DETECTOR TYPICAL PULL STATION TYPICAL ADDRESSABLE MONITOR/CONTROL MODULE UNITS FIRE ALARM SYMBOL LEGEND ac FIRE ALARM CONTROL PANEL as 11 FIRE ALARM ANNUNCIATOR PANEL .g. FIRE SPRINKLER FLOW SWITCH ,� FIRE SPRINKLER TAMPER SWITCH LW AUDIBLE NOTIFICATION APPLIANCE )X VISIBLE NOTIFICATION APPLIANCE 80'AFF MN COMBINATION AUDIBLE/vISUAL NOTIFICATION APPLIANCE 80'AFF ❑ MANUAL PULL STATION, 48'AFF O AREA SMOKE DETECTOR O .-M SOK DETECTO IN DUCT AS REQUI RED BY COD E. FURNISHED AND MOUNTED BY MECHANICAL CONTRACTOR. ELECTRICAL CONNECTIONS BY ELECTRICAL CONTRACTOR AWE I•IN•IIII•U:11 •1• r --- _ _1_1-11 0 U (.0 Z_ W ! z V z W z r Q J 4- 17.20031 EXPIRES N O 9 N O 4 . I LL 4) Ie J � m Q Q O � r x 2X 80' -O" 0 15/8" FIRE ALARM LOCATION FLAN SCALE: I/8 "=1' -O" 0 `y - Cu__ I I __Ii 15/8" CITY OF NOV 26 2001 PERMIT CENTER SPRINKLER SYSTEM NOTES 1. FIRE PROTECTION CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING AND FULLY FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS. ANY DEVIATIONS OR DISCREPANCIES BETWEEN THESE DRAWINGS AND ACTUAL EXISTING CONDITIONS SHALL BE PROMPTLY BROUGHT TO THE ATTENTION OF THE TENANTS PROJECT MANAGER FOR CLARIFICATION. BID SHALL INCLUDE ALL COSTS DUE TO EXISTING CONDITIONS. 2. FIRE PROTECTION CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL LANDLORD SPECIFIC DESIGN AND INSTALLATION REQUIREMENTS, AND SHALL INCLUDE ALL COSTS DUE TO THOSE REQUIREMENTS IN THE BASE BID. 3. FIRE PROTECTION CONTRACTOR SHALL DESIGN AND INSTALL A COMPLETE HYDRAULICALLY CALCULATED WET PIPE SPRINKLER SYSTEM FOR THE ENTIRE DEMISED SPACE INDICATED HEREIN THESE DOCUMENTS. THE SYSTEM SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA -13 FOR ORDINARY HAZARD OCCUPANCY, PROVIDING A MINIMUM SPRINKLER DENSITY OF .20 GPM OVER THE MOST REMOTE 1500 SQ.FT. OF FLOOR AREA. 4. FIRE PROTECTION CONTRACTOR SHALL PREPARE AND FILE SPRINKLER SHOP DRAWINGS AND HYDRAULIC CALCULATIONS WITH THE LANDLORD, THE LANDLORD'S INSURANCE RATING AGENCY, THE ARCHITECT, AND ALL STATE, LOCAL AND MUNICIPAL AUTHORITIES IN JURISDICTION, AND SHALL RECEIVE ALL NECESSARY APPROVALS PRIOR TO COMMENCEMENT OF ANY INSTALLATION WORK. 5. REMOVE OR RELOCATE EXISTING SPRINKLER HEADS AND FURNISH AND INSTALL NEW AS PER NFPA -13 RECOMMENDATIONS, TO PROVIDE ADEQUATE COVERAGE OF THE ENTIRE DEMISED PREMISIS. 6. SPRINKLER HEAD SPACING SHALL NOT EXCEED 120 SOFT. PER HEAD. 7. NEW SPRINKLER HEADS SHALL BE APPROVED STANDARD TYPES, PENDANT AND UPRIGHT, AND DESIGNED FOR ORDINARY HAZARD COVERAGE. CHROME PLATED GRINNELL ", 'VIKING", STAR" OR EQUAL SEE PLANS FOR SPRINKLER HEAD TYPES. B. ALL SPRINKLER WORK SHALL COMPLY WITH ALL NFPA -13 RECOMMENDATIONS, AND SHALL BE PERFORMED IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE LANDLORD, LOCAL FIRE RATING ORGANIZATION, FIRE AND /OR BUILDING DEPARTMENTS AND ALL AUTHORITIES IN JURISDICTION. 9. ALL SPRINKLER SYSTEM WORK SHALL BE SUBJECT TO THE ACCEPTANCE AND APPROVAL OF THE LANDLORD'S INSURORS AND SHALL BE DESIGNED TO SECURE THE BEST POSSIBLE INSURANCE RATES ON THE BUILDING AND IT'S CONTENTS. 10. FIRE PROTECTION CONTRACTOR SHALL FILE FOR, OBTAIN, AND PAY FOR ALL REQUIRED PERMITS AND INSPECTIONS. 11. FIRE PROTECTION CONTRACTOR SHALL ARRANGE FOR ANY SHUTDOWNS OF THE EXISITING SYSTEM WITH THE LANDLORD AND LOCAL FIRE DEPARTMENT REPRESENTATIVE, AND SHALL SECURE IN WRITING PRIOR TO SHUTDOWN, APPROVALS FROM SAME. ADDITIONALLY, THE FIRE PROTECTION CONTRACTOR SHALL PAY FOR ANY LABOR, MATERIALS, AND FEES NECESSARY FOR SHUTDOWN. 12. FIRE PROTECTION CONTRACTOR SHALL CAREFULLY EXAMINE ALL EXISTING SPRINKLER SYSTEM PIPING AND COMPONENTS, AND SHALL REPAIR OR REPLACE ANY LEAKING OF DEFECTIVE PIPING OR COMPONENTS. 13. SPRINKLER PIPE MATERIAL AND INSTALLATION SHALL MATCH EXISTING. 14. FIRE PROTECTION CONTRACTOR SHALL PROVIDE ALL REQUIRED TEST AND DRAIN CONNECTIONS, WHETHER OR NOT THEY ARE INDICATED HEREON THESE PLANS. 15. FIRE PROTECTION CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY ALARM INITIATING DEVICES AND SUPERVISORY DEVICES, AND SHALL COORDINATE THE ELECTRICAL REQUIREMENTS FOR THEM WITH THE E.C. AND /OR FIRE ALARM CONTRACTOR FOR THEIR CONNECTION TO THE FIRE ALARM SYSTEM. 16. FIRE PROTECTION CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES TO ANY PORTION OF THE EXISTING SPRINKLER SYSTEM ON ANY PORTION OF THE BUILDING INCURRED BY HIM DURING CONSTRUCTION. 17. UPON COMPLETION OF THE INSTALLATION, FIRE PROTECTION CONTRACTOR SHALL DEMONSTRATE TO THE SATISFACTION OF THE AUTHORITIES IN JURISDICTION AND THE LANDLORD'S INSURANCE UNDERWRITERS, THE OPERATION OF THE ENTIRE PROTECTION SYSTEM, INCLUDING ALL ALARM INITIATING DEVICES AND SYSTEM SUPERVISORY DEVICES. O U_1 0 N 0 d) w er < 111 w 61 O U z bJ w z 0 z W z J EXPIRES 4.172003 w N H- z LL O 'tY J � m o � N X M X w o cl) O _ N � O a DRAWING NO. FPI.I • FULLY CONCEALED SPRINKLER HEAD WITH WHITE CEILING PLATE SEISMIC BRACE GOOSENECK (WHERE REQUIRED) CLEVIS HANGER SPRINKLERS TO BE LOCATED IN CENTER OF 2' X 2' CEILING TILES. (WHERE APPLICABLE) SPRINKLER BRANCH CONCEALED SPRINKLER HEAD FUSIBLE JOINT CEILING PLATE CONCEALED SPRINKLER INSTALLATION NO SCALE "ROOF BEAMS II® 1111111111110 � I✓ : iii iii iNYiF, ilii� S I iu i iii �. ����,, I�YJIntYi�IIM II �IIIIYi�1�� I��iI�YJ�II�LAYJ :viL•._Ji IE =NI MEIMIN J EENee� .. iii S ' iin ■ � �I il�.0 iu:�i i,,. L ,,,s 10021SALES AREA GLG. HT. ® 12' - 0" A.F.F. 1 01/ [ELECTRICAL ROOM GLG. HT. ®9' - 8" A.F.F. SEAMSTRESS GLG. HT. • 12' - 0" A.F.F. SHOE STOCK LW. HT. H 12' - 0" A.F.F. SALES DR. RMS GLG. HT. ® 12' - 0" A.F.F. DRESSING AREA 0L6. HT. H 12' -0 A.F.F. 0 1 012 (SEAMSTRESS DR. RMS. MCI 9' -3" A.F.F. MERCHANDISE C.L. GLG. HT. N12' -0" A.F.F. EX. 6YP. BD. GLG. FIRE PROTECTION PLAN SCALE: I /8 "=I' -0" 1006ISTAGING AREA GLG. HT. ®12' - 0" A.F.F. GLG HT. ® 12' - O" A.F.F. 1001 (VESTIBULE GL6. HT. H 12' -0" A.F.F. 60' -0" IOO4IMGR'S OFF /LOUNGE GLG. HT. 6 12 -O A.F.F. II6' -A 7/8" I OI6 1D.M. OFFICE 2.P-11 5/0" GLG. HT. ® 12' -0" A.F.F. 014 HALLWAY GLG. HT. ® 12' -0" A.F.F. ON EX. 611P. BD. GL6. - 018 CORRIDOR 01.8. HT. ® T' - 3" A.F.F. OIS TRAINING ROOM GL6. HT. ® 12' - 0" A.F.F. SHOE DYE 0L6. HT. ® 12' - 0" A.F.F. EX. MEN'S TOILET RM. LW. HT. N 8 A:FF. EX. WOMEN'S TOILET RM. GL6. HT. • - O" ' .F.F. SALES DR. RMS GL6. HT. ® 12' - 0" A.F.F. 003 DRESSING AREA GLW. HT. O 12' - 0" A.F.F. RECEIVED CITY OF TUKWILA NOV 26 2001 PERMIT CENTER