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Home My WebLink AboutPermit D03-118 - MAYTAG APPLIANCE - TENANT IMPROVEMENTMAYTAG 363 STRANDER BOULEVARD D03 -118 I- �� W rt 6 JU 00 CO CO 0 I WO J u. Q V1 � I' a �W Z= N I- O ZI--. W • W U� O P. O I- W W H H u" ..Z W U= O I- Z Parcel No.: 2623049064 Permit Number: D03 -118 1 w Address: 363 STRANDER BL TUKW Issue Date: 05/23/2003 ce Suite No: Permit Expires On: 11/19/2003 6 v 00 w 0 Tenant: W I Name: MAYTAG APPLIANCE N F- Address: 363 STRANDER BL, TUKWILA WA O w Owner: Name: REGENCY CENTERS LP Phone: . u.. j Address: PROPERTY TAX DEPARTMENT, PO BOX 13244 N d = w F- Contact Person: z 1--.. Name: LAUREN WIBBELMAN Phone: 425 - 338 -0933 i— O Address: 12530 35 AV SE, EVERETT WA w F' w Contractor: v o Name: NORTHWEST COMMERCIAL IMPR INC Phone: o D Address: 12530 35 AV SE, EVERETT WA Contractor License No: NORTHCI147RS Expiration Date: 12/16/2004 x U uj L I O INTERIOR TENANT IMPROVEMENT WALLS, FLOOR COVERINGS AND FIXTURING. U w O Pi Value of Construction: $ $157,000.00 Fees Collected: $2,170.87 z Type of Fire Protection: SPRINKLERS /AFA Uniform Building Code Edition: 1997 Type of Construction: Occupancy per UBC: 0023 Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: doc: Devperm Public Works Activities: N N City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DESCRIPTION OF WORK: DEVELOPMENT PERMIT Number: 0 Size (Inches): 0 Start Time: End Time: Volumes: Cut 0 c.y. Fill 0 c.y. Start Time: End Time: Private: Profit: Private: ** Continued Next Page'` D03 -118 Public: Non - Profit: Public: Printed: 05 -23 -2003 V. tu§n5�� City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: Date: 3 2 - '0.5 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 wi I be complied with, hether specified herein or not. The granting of t regulating co Signature: Print Name: ructio ermit es not pr erfo Si - • t• • . 4. we authority to violate or cancel the provisions of any other state or local laws . I am authorized to sign and obtain this development permit. (ire;() e /)24/1) Date: 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 D03 -118 Printed: 05 -23 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2623049064 Address: 363 STRANDER BL TUKW Suite No: Tenant: MAYTAG APPLIANCE 13: ** *FIRE DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 7: Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 8: Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 9: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 10: 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). 11: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 12: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 14: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 15: ** *FIRE EXTINGUISHERS * ** - UFC Article 10 and NFPA 10. 16: Maintain fire extinguisher coverage throughout. Permit Number: D03 -118 Status: ISSUED Applied Date: 04/24/2003 Issue Date: 05/23/2003 17: 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) doc: Conditions 003 -118 01 120,44-' Printed: 05 -23 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 18: 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. 19: 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) 20: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 21: * ** EXITS * ** - UFC Article 12 22: 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) 23: 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) 24: 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) 25: 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) 26: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) 27: Gates and barriers shall be openable without the use of a key or any special knowledge or effort. Gates and barriers in an exit shall not be locked, chained, bolted, barred, latched or otherwise rendered unopenable at times when the building or area served by the exit is occupied. (UFC 1208.2) 28: 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) 29: 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) 30: * ** SPRINKLER SYSTEMS * ** - UFC ARTICLE 10 - NFPA 13 31: Maintian sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. 32: 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) 33: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1901) doc: Conditions D03 -118 Printed: 05 -23 -2003 tt �� L ^ J ,� , s +, J�: �9 a,��ti, D� +,;w�{t�i' ;.t's }, ' ;:.aL��,�'e'x��a : �� ."� �N'.,'. w' �� :�diU�r��3'/.�`.'•.:�t��iYir� a 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: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and #1901) 36: ***FIRE ALARM SYSTEMS* ** - City Ordinance #1646 - NFPA 72 37: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition /relocation of walls, closets or partitions may require relocating and /or adding automatic fire detectors. 38: ** *ELECTRICAL * ** UFC Article 85 - NPFA 70 - NEC 39: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 40: * ** BUILDING CONSTRUCTION * ** - (UFC, UBC) 41: When walls and ceilings are required to be of fire resistive or noncombustible construction, interior finish materials shall meet the requirements of Uniform Building Code 803. 42: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 8 -B of the Uniform Building Code. (UBC 804.1) 43: 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. 44: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 45: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified here'. or not. p resume to •' ity to violate or cancel the provision of any other work or local laws nc The granting of this permit doe regulating con •n or th Print Name: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 D03 -118 Date: /a3 /o ff Printed: 05 -23 -2003 Site Address: Tenant Name: Property Owners Name: Mailing Address: /60 Name: Mailing Address: Contact Person: j■Ct E-Mail Address: Company Name: "F E-Mail Address: Company Name: Mailing Address: Contact Person: E-Mail Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Contractor Registration Number: Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** ,A) OS Vt— aye .S .S f,oe I w/. 9V9'0 City State Zip E-Mail Address: $ 00 f-fi tAJCS-(6,6 m mcdt oh11,0 Number: VS — (O'79' GENERAL CONTRACTOR INFORMATION v elk) 110;196 61(1100 pnrn avearaiwaMillit • ' Company Name: tswitkAr Mailing Address: LAS - 3o 3S Cl. C.C. E)cie A) / uildingP No Fechanical Permit No Publ Works Permit No Project N�.. 41 C " / King Co Assessor's Tax No.: A6430 — /9t/ i 7 Suite Number: New Tenant: !:ARCIIITECTOVRECORD'Att lie wet Architect llethid • (koi.sp use Only) Floor: 1J.... Yes „No a oe. . 50 /3S 13elle vac (Oa. 98,229 City State Zip Day Telephone:S_AS 33E -=oe733_ Id (ct xrdz 1.4.) aiets 4 qg's0 State City State Day Telephone: 4 /AS : " g hi I: , Fax Number: e/Ar 3 3 - /0 q . 4 Expiration Date: r **An original or notarized copy of current Washington State Contractor License must be presente t the time of permit issuance** Mailing Address: /f9 / Y C-4; e 1 a t/2.0,Lic i es City / State Zip Contact Person: 4 Al it • Day Telephone: 4/g0- dre 8 e-gon Fax Number: gig() # g ENGINEER OF .RECORD AI! plais niust be wet stamped of Record . Zip City Day Telephone: Fax Number: \applications\ permit application (3 3/2003 Page 1 , — , YV ■ Number of Parking Stalls Provided: Standard: Compact: \applications \permit application (3 -2003) 3/2003 Page 2 O� Valuation of Project (contractor's bid price). $ /5 , — Existing Building Valuation: $ ? Scope of Work (please provide detailed information): Will there be new rack storage? p ..Yes }`t'. No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square. Footage Below Floor 2 " Floor:. , 3f Floor Floors • Basement :: Accessory Structure Attached Garage Detached. Garage •: Attached Carport Detached Carport Covered Deck. Uncovered Deck • Existing e"ro Addition to Existing Structure New Type'. of Construction. .. per UBC Type,;of . Occupancy per UBC: . PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Will there be a change in use? p ....Yes ❑ ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ,4J a ! /U' o V S 440 .. Sprinklers ..Automatic Fire Alarm ❑..None ❑ . Other (specify) �/ Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑ ..No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. i §'ti ;a'irk?VgPO41424k i±J; Y,X1ti Handicap: Scope of Work (please provide detailed information): Water District ❑ ...Tukwila ❑...Water District #125 ❑ ...Water Availability Provided Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right - of - way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water \applications \permit application (3 - 2003) 3/2003 Call before you Dig: 1- 800 -424 -5555 Please refer. to Public Works Bulletin ##1 .for fees and estimate' sheet. : ^.' Sewer District ❑ ...Tukwila 0 ValVue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate 0... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑...Hold Harmless ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line , , ❑ ...Permanent Water Meter Size... WO# ❑...Temporary Water Meter Size.. WO# ❑...Water Only Meter Size WO# ❑ ...Sewer Main Extension Public Private ❑ ...Water Main Extension Public Private ❑ .. Highline ❑ ...Renton ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage Page 3 ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size " FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: ❑ ... Sewer ❑ ...Sewage Treatment Day Telephone: City State Zip Day Telephone: City State Zip Unit Type: Qty Unit Type: Qty Unit Type: ty . Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >= 10,000 CFM Other Mech ical Equipme 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler 3- HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU Hea Systemefrig/Cooling Incinerator - Domestic b y aa ?1- perm i 7 5 dim Air Handling Unit < = 10,000 CFM Incinerator — Comm /Ind Q / ` / 1 747 foe/ a /(,(id /Wet 1 6ganie. I c lee >MECIIANICAL PERMIT >INFOkMATION MECHANICAL CONTRACTOR INFORMATION Company Name: / v Mailing A s ress: r: copy of current Was h' ntractor's bid price): $ e provide detailed in . .♦ AIWA F - , S I- at the %! Contact Person: ,. ciPeI J `di & E -Mail Address: Contractor Registration Num * *An original or notarize Valuation of Project ( Scope of Work (pie. Use: Residential: New .... Re ent .... Commercial: New .... Replace Fuel Type: Electric 0 Gas ....� Other: Indicate type of mechanical work being installed and the quantity below: BUILDI Signatu e: Print Name: Mailing Address: l� S lapplicaiioni permit application (3 -2003) 3/2003 ation): 6= 431 = 3670 Expiration Date: gton State Contractor License must be presente /s7 D( Page 4 City State Zip . � DDay Telephone: . 5/A" - - 7 - 33$- 0933 !C . Nat Number: — . _ — Y ' id City PERMIT APPLICATION NOTES Applicable to all permits in this applicatio Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This fig re will be reviewed and is subject to possible revision by the Permit Center to comply "ith current fee schedules. Expiration of Plan Review — Applications for ich no permit is issued within 180 days following the date of applic'Fttion shall expire by limitation. The Building Official may extend the time fo action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform B . tiding Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY • AT I H. E READ A D AMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJU' :Y TI-I LAWS 0 I JATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. G0 ; . ∎ AUTV SR %r /; Date: V/0?W � Day Telephone: 4(.5=- State of permit issuance ** Zip Date Application Accepted: Date Application Expires: / ,- 2/f --03 Staff Initials: Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 2623049064 363 STRANDER BL TUKW MAYTAG APPLIANCE R03 -00634 BLH ADMIN RECEIPT Payee: NORTHWEST COMMERCIAL IMPROVEMENTS TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description doc: Receipt Payment Check 6777 BUILDING - NONRES STATE BUILDING SURCHARGE Account Code 000/322.100 000/386.904 Permit Number: Status: Applied Date: Issue Date: Payment Amount: 1,317.45 Payment Date: 05/23/2003 11:33 AM Balance: $0.00 Amount 1,317.45 Current Pmts 1,312.95 4.50 Total: 1,317.45 D03 -118 APPROVED 04/24/2003 8970 05/23 9716 TO'1"AL 1317.45 Printed: 05 -23 -2003 t..sa:�.w,.�.�;�:it s�� ;:,�s:z:,Lt�.:::�•..:i:. ".t. ";.aim; Parcel No.: Address: Suite No: Applicant: Payee: doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 2623049064 363 STRANDER BL TUKW MAYTAG Receipt No.: R03 -00503 Initials: BLH User ID: ADMIN ACCOUNT ITEM LIST: Description RECEIPT NORTHWEST COMMERCIAL IMPROVEMENTS TRANSACTION LIST: Type Method Description Payment Check 6762 PLAN CHECK - NONRES Account Code 000/345.830 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 853.42 Current Pmts 853.42 Total: 853.42 D03 -118 PENDING 04/24/2003 853.42 04/24/2003 12:42 PM $1,317.45 7996 04/24 9716 TOTAL 053.42 Printed: 04 -24 -2003 Project: /" VTR- G Type of Inspection: F /j/ Address: 2 6 2 g v2,4alL)F12 Date Called: 0 7 -/ 2- v; __ Special Instructions: Date Wanted: ri7- / - 03 ; a.m. . ' - p.m: Requester: Phone No: (2/2 -0600 10 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: 0 k 10 i /nlnL, DI'iel Inspe • r. .00 REINSPECTIO FEE REQUIRED. Pyi to inspection, fee must.b d at 6300 Southce ter Blvd., Suite 10 Call to schedule reinspection. Rec ipt No.: Date: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit Approved per applicable codes. J Corrections required prior to approval. PERMIT . '-1 Project: n'IAyr4 6 Type of Inspection: r 1 Address: 36,3 S; l� ,i,JVF2 6/v Date Called: `7- / G - v 3 .- Special Instructions: Date Wanted: -7-/-2-0 i ra.m. p.m. Requester: --__--.� Phone No: J 442 35 -0600 if INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 431-3670 El Approved per applicable codes. El Corrections required prior to approval. COMMENTS: a) `p4S Inspector: Receipt No.: 7 - 2 / 7/ kvi _ 11 / "vcfrvfn J S-7, f e 7 ,e / r,` / /7, t.. iv / F — 4 f ! 1 Date: Date: 14g - 7 - -0 / 7.00 REINSPE ON FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: n et ± p c T pe of I stion: ArJ,�lr s c 40 . 1 /kir te ,Qalled: - � 7 I tQ 4 R Special Instructions: Date Wanted: 1 Cap-.1 I � � c).. Request • Pho e o:) 3 57 U Va . .. ? �i ^J IY; fisa ri . .i'tiiiaadie.' a eit b3- 1 1$ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. 'Corrections required prior to approval. COMMENTS: C- ector: .00 REINSPECT! paid at 6300 Southcenter Blvd., Suite 100. all to schedule reinspection. Receipt No.: Date: 1(,/0 N FEE REQUIRED. Pri$r to inspection, fee must be Date: Project: ,� Type of Inspection: t - ,� I 1 bum+ v c�K►► Address: Date ailed: Special instructions: Date Wanted: a.m. 1— / z 0 z p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 4 1 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: CZPr f'T h _ A s rNJ I1 spe tor: $47.00 REINSPECT • N FEE REQUIRED. Pr' paid at 6300 Southcenter Blvd., Suite 10 Receipt No.: Dat r to inspection, fee must be Call to schedule reinspection. Date: Proje Type of Inspection: - 4 s s 6144 ,� I ii Date Called: / _ / 4(63 Sp V I T i-N ns: v ,a�� Date Wanted: cY � ►•. Request i2, ( r tt nab, o og® � INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ji PERM (206)4 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: InspectorY`�r� (} Date: ( / p s 03 I $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: 1 t Type of �spectti�on: ( /// ( / / ///�� • __ Address: d , d 3 . -0 ert.�.�.. ,; ' Date Called: 6 -2 3 -o 3 Special Instructions: LOA- ., G.S >� Date Wanted: - z ' o3 ` Request r ; ; Phone No: rc 25 3f9-6'0DZ. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Inspector INSPECTION RECORD Retain a copy with permit "S'Y+ `` .. �'. liCs�• i� �a�1t�C�i ;di��W✓.`k".w' (206)431 -3670 Corrections required prior to approval. COMMENTS: LCD ) \)0\4-Gc,-P Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Proj�St: ,...A4 C Type of Insp ction: ` 3.__ fn 4 wt-, 1 120 a ►�"cI Address: f 2..3 j a nth .r BL Date Called: Co /c C- 3 Special Instructions: Date Want % f Qj g Requestter: Phone No: 4/ &5 - 3 9 -CST INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 (h • ect r: ,Approved per applicable codes. El Corrections required prior to approval. COMMENTS: D k o-- e - CQ(, ,C Rece1 t No.: 00 REINSPECTION EE REQUIRED. Pri at 6300 Southcenter Blvd., Suite 1 Call to schedule reinspection. Date: �-� // D r to inspection, fee must be Date: Pro a t: Typ of Ins ection: \ rr rt A dress. AO Date Calle Special Instructions: Date Watt : I NO; Reque N CC,11 el 1 C..... Phone N INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Q) -i I g (206)431 -3670 ved per applicable codes. El Corrections required prior to approval. COMMENTS: C _9 (,)aLAwc o R eipt No.: Date: — I CY 47.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcent Blvd., Suite 100. Call to schedule reinspection. Date: COMMENTS:- . - 0 Ir a v Prva . tom. / „v ' Z rLGI ..v -� . a L.s ,— (0 G C S ; c9 Q cr O- {,-)(1,K. -cv r- t ? e .,y.) oQ - 1 1 f Date alled' . � 7 --.. - a Special Instructions: goyss ee 6 ....&,r- ►PcW \ i ,rJ e (e (.1 f UJ c b,esi cA V (S, b (r\ G- LZ- z, ■ r e l s0. <<- i n c -t' V ' 4 , 0 u 3 \ f : P yJ 1 L t _ s. r0 LO1_6 u c ( Ls . Project: 4 4,4-V _ Type f Inspection: Address 3lv ST iJ k' ,� ' e Date alled' . � 7 --.. - a Special Instructions: goyss ee 6 Date Wanted: ,aa.m�., Request q: (7) s t\ C 4 ' 2.5"-- ) 3-5- 7 .-4 % 2-- INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT CITY OF TUKWILA BUILDING. DIVISION , , 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. ector: Dated / 47.00 REINSPECTION FEE REQUIRED. Pripf to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. R eipt No.: Date: Pr je t: r .--'' 64- 1 Type of Inspection: Address: 4 -- L s -- Ya-v- - &-g.. ., RJL Date Called: Cn I y (o -3 Special Instructions: . Date Wanted: I b l t a 1 b S a.m. p.m. Requester Phone No: _ A G63 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspe t r: ec 7.00 REINSPECTION FEE REQUIRE p id at 6300 Southcenter Blvd., Suit ipt No.: Date: (.d f lr? . Prior to inspection, fee must be 00. Call to schedule reinspection. Date: notice and order stop work - ' 77'T;1 7 :7 7 7.: 7, , 7 •77.777 7777 .' 77 4:4 Project Name / ri e C. •Address /6/ Retain current inspect-ion:schedule Needs shift inspection Y Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: City of Tukwila Fire Department Thomas R Keefe, Fire Chief 7 / Authorized Signature TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM FINALAPP.FRM Rev. 2/19/98 Steven M. Mullet, Mayor Permit No . /J Suite # 7 Date T.F.D. Form F.P. 85 • •rif;.vi ' " • . Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 „. 4,, , 44.1.444.4 ' °n.1 A..Hderson.Peyt.on Q 0 0 Structural Engineering Consultants ©�� .4 Division nfACP Consultants, Inc. 31620 23rd Ave. S. Saito 32), Vedcrel Way, WA 98003 Plume 25) 941 -9929 Pax 253 941.9939 Memo #3 From Gary D Sdelow - 1 aq Mmo ❑ 1:1 Ph Log Cann'. ❑ Info. AIM Pap Iof6 Distribution: ' Date: 6/25/2003 / 1) Pe 'ton Prolcct: Person: South Center .Plaza Liz Stoner R _ ene Centers Inc Project No. Pbone No. Fax No 01031. 425- 709 -7963 425 -450 -9744 B Erasher / L Wibbleman Com , an : Sub ect: Roof Joist Sent Via Fax I4 Mail 0 Billing File aci JUN. 25. 2009 (WED) 14: 20 ANDE L ON PEVTON Liz, Lauren Wibbleinan at NCI contacted. us to inform us that the City of Tukwila had another issue concerning the adequacy of the as -built roof joist. It appears that the portion of the original structural plan sent with our memo #1 indicated that double WST -534 joist were to be installed at. all HVAC locations (see attached). The inspector noted that only single joists had been installed at the HVAC unit locations (indicating that the City of Tukwila Inspectors missed this at the time of construction). The inspector indicated to Mr., Wibblem .n that this would need to be corrected, We have included analysis of the roofjoist that indicate a single joist as installed will be sufficient to support the anticipated loads with the HVAC loads included for the tenant space occupied by Maytag, Other portions of the building are similar and should be .fine, however we have limited our scope to the area noted. If you have any questions on the above items, feel free to call us at 253- 941 -9929 or 206 - 292 -0940. Sincerely, Anderson - Peyton Structural Engi ring ' ollsultonts i) Gary D Sticiow Design Engineer Enclosure: (Partial Structural Plan, Supporting Calculations, Partial TCBO PFC -4544) RECE Vs D JUL 1 6 2003 BUILDING DEPARTMENT C.Tecioaentt and Fettltt ShnwnoSelhllw. ul AgnopeTemportolntmsat ril enlgi.K0 40090 •SCPluzn.hlnytlaMknion:,due #2.312 [r..YP1RE5 4 -16 PACE. 2/7 JUN, 25. 2003 (WE01 14:21 ANDEMON F?VTON Me• -yam ,, 82 1 <<2x. k. Sr12) C- rua.A4.. f.3 FACE. 9/7 .2. Or x Y1 k�'st'S'S5ti} r4? icx� f �i z W re o U W = H LL WO 2 LL Q w I � Z = H Z 1- W O - O W H r- O W Z U 0 z _'LN. 25.2003 (WED) 1 4: 2) ANDEM ON PEYTON I eel" eep r : • e+7, ?ACE. 4/7 - . . • I . . " • .4;C • C.1 x A.T. .9.„ /22 .;UN. 25. 2009 ;WED) 1 4:22 ANDERSON P!YTON IkAet 7'17171. Anderson - Peyton no titructural l,nginecring Conarrlrnnt. nrai is Ph Idnri of 1l'I' C'ultutlhuus, h1e. PROJECT 6 C LLZA - �_, t)ESIGNFt) CFIF?CRED _„• ' DNUE DATF. ?AG3. 5.'7 10E; : L 03 10.. SHEET 1 4 ON iD ;L, t,) 1 3. :. ,r'r ` r' cod - Ttie•i.�)�t.,t_r°c tr e - .'i c'.-: I CT7c t7 • r -kA%" C; 1 : ,1T I tuv ? (C.. M f" ' . .L) c �- --� . L t . C c .' G . t 4 L! I �'�/A C, Z:6;"-(1---(#.+1')&1! �c?t:.o r t 4 ' . i 'G n' t?C7 if -17.0k) Cdr' �" � U .. rtx24M lft`k�C�Lit�Ik I f I I 1 , 1 ! , i I 1 I 1 .. ; , I ! - n - .,)�t1- ; l-(- k-1167 L' f J..�'A? r?� 0. c • 1 , 4c49.1- // 1 .1 I A }�J,.• . ��llrfl , ! ' ' {I � , , , I ' ; y 1 .! , . ' ' i_ / _ I t i;. bic:T } i 6tr 'V�,.i vy ' ' �,l {� ,,, . 4e � .,• . 1. I 1 ✓•tl."'� l!7 ' ' ' 1 I • . 1 1 i I. i I, t i. ,; C 2, k:- • t, !,: L.S.„; 1 )` 7 r t _ . . , � 4 V i (1' '' Cat l' 'z I t \)br c?'' t - 7 h 0 ,w i I �, , .I. ' .� i i , l le ! I.L .7S h 11 1 -1 "i ` bk), !�.�( } +-' ' ! i 1 ! I ` ' r I + `` I I '' 1. . I 1 ' 1 I 1 I I / I ' I 1 , •,' ' '0V1T`. + T: `/(71 1FJ ;a ' t4$' -f ,?oe 6 2r :+: (T�t Is I I ..) i I 1 I 1. ' 1 ' • 1 I } . i • . I i , y ' ^�wa ...'... . ' ; ► .. is ?444.r . 1 1 , I P NviL 111 Ye. t2z'4). :62c LB'. - :i .! . ! I i . 1 y � +� I + ��n ;z Se ''71 .I i 1 I I I I ` ,; 1 I I I' • I ' ‘ I 1 ~ l L � ��,j .»'r,� I I. I .I. �. 1 . . .. ' I...' � . IC: ` � ' � t • 1 4 1 i ' I • ; t Si .:) I I T j . '� , .. I r • I 1 . .. ' I .. . I—I I I i .. ' I 1 -, I � I I I j �. I �. i !{ I I 1 I ) i i 1 I • �I I I I i I i . . i I 11 i 1O T ` . 1 i ►`�61 f.+ . .. )5 1 ! I'�.r4CDC►er !. G/ V� .. + ,1 1 ' I ' , I 1 1 ' I } I ' I• I 1... 11 I � �✓, I 1. i i • i 1 1 1 I �� 1 I , , ' I ,:, i I 1 I I ' I�' .. t I ..ud;,«.uGT,w :ti:+a:.. �...• �t.::aa.,..�.'r,,, .. . Y1. ..� f.w.it,ii�:.,..Q..,�S.w�f ?r riS� ier *.'6!r,k4 A r + 1)621) 23i'd Avenue Soto!). tiuilc. 521 l'Cdcol \1'A 48003 (253) 941.)) ))29 Fix! (25A) 1 )41.9!)39 ')e:nil. / I.?nnly)dc (2(Ih) 2 t , • JUN. 2:. 2009 (WED) 14 :23 ANDERSON ?EV ON Ik.ke i EVALUATION REPORT Copy ht QI 1990ICUD. evaluation seev inc Flillip ollepary: DESIGN—Wood (O38) ICB0 Evaluation Service; Inc. A subsidlary.corporation of the international Conference of Building Officials WSldb A N 1 6'I'RUCJOISi gloms . WILLA MIs,7TE ilriDOS"J WC. STRUCTURAL, WOOD PR DIVISION 2550 PROGRESS WAY wC1oDBURN, OREGON t7O11 I. SISWpct: vole. and 5trucJoisttD Joists. U. Description: A. General: WSI and StrueJoiit Joists are wood 14beante with wood flanges and atingle web,Thevarious flange and web eombinations are noted in Tabled Noe.1 through III, Arid VII. The web nations tore installed as 4- foot•loug paoels with • tire face gratin Ire:tical and are buntgtuad W Nom a continuous web. WS! and Strudoist joints; art manufactured in either cotistant depth or tapered profiles. • B. Mittnialit l: Flangilas a. Maebins- woos -sated lumber of a grade resulted by the design Gore Ulali ns.. Allowable dreams are in accor- dance WlthTableNo. 25-A -2 of the Uniform Build! Coda's modified byviand gtadinSparWillarmmecte Industries, Ina, quality control manual, b. Laminated veneer lumber (LVL) tnanu(laetired per acretit Epp Ei S ar t4ES evaluation reports. I'aratlaat' patella! strand lunibq WSW turn( ctund by' MacMillm Rlocdel Limited.** specified in Repent No. NI1R -292. d. The moisture content at time of fabrication Must be between 7 atad 19 petvent. Lmiomrrd ufd and joiatcd Motes mud be in aeeerdance • with the rsquiserrrwt s noted ID the quality control manual. 2- 'Web: Plywood webs shall be a / 1 9R-loch or ! /hunch C-C Swan`s! 1, grade marked by in ICf3O Rvaluadan Service. Incomes- ' agency. The Moisture content at time of fabrication shall be lte- tween 5 and 16 paaeat- Manes!! strand board (OSH) webs sun be a/ Inch or ty lacii, meeting NER -108 Espocre 1 and WSJ gnglity cottiOi requirements. 3. Adhesives: Tim adhesive shell be exterior typo„ in aerardusee with alto, Standen! No. 2319. and altail be mitred and handled in arse` - dance with the trraauf entrees inatruction% f C. Desigsi The joish shall be derived in accordance with the design" • propertic9 noted in Tables not;. I throogt; V indite following: • . • I. Jo ih 1l b7 ., giro tSkiliffolCOAth iai_ _ All other WSI and St udoist to • require web sdffenera al bearina except joists up to 26 inches deep with design shears no greater than 1550 prietnds. The design shears strove me for normal duration loading and may be Increased lo accordance with . chaptor25ofthecode for load deratfon.Instill web adffeaera at bearings per Figure No. I. 2. For jolsts corstinnpous ova a iuppcas, chip`` Oscar of the support can be reduced by the'Miromr load fors diltaince "d' from this support, pro- viding the design Sheer exceeds drat which would be obtained for a ant. ply aupponed joist of the same spats. 3.The top flange must be laically supported in accordance with the de- sign. The ends of the joists tut be restrained to prevent rollover` This is romp ulyprovided by a diaphragm abeatbing attached to Me. top flange and to mend well or a shear under panel of tmnsfening a farce of 5opotmds per root. Blocking or erect brae ng with equivalent strength may be used, d. Mkt may be cut in the web as indicated br'I1sble No. IV, 5. Bridging in not required in Boar end roof jelst applications. BtaClfB isi vireddufingcruntructioninaernrd seructione. f Intermediate web' stiffeners are not n giihod unless ccoCentraicd loads exceed IMO pounds. Install stiffeners with the gap at also bottom. D. Other Design Considerations: I. Increases for duralitat► of load provided for wood members and thedreonnaetions maybe used in adcor- dance with the code: . • 2.1 umber pnrpenies are to be a for moisture content in service in accdabce with the coda 3. Design properties for the joists varying In overall depth from 8 ist- chos In 32 uncles am net foals fit'Ilable$ Nos. I through III. and Vii Straight line Ittterpolatien nuty be rased for imertrcdido depths. 4. Allowable ooarineasive loads is pounds perlinear foot vended In Table No. 3/for blocking panels caatinuously supported between joists. 5, Nails driven popertdlcu1*r oo the la ntinated vanes 1 ttotber ghee tine may be `time the was allowable velum n provided for Douglas fir larch savor lumber. A llowable load values have not been a ssigned so tale _or nail s.driwai penile% to the glue . 6. When? jail* ire arranged to sharply with site tepetitivc member re- gUIriitteata noted in Section 25434 (a) of the code, the al knvabie bending moment may be increased 7 poctnt foe joists a/0 143R lumber flatlges and 4 percent fear joists with landitaird vtalcat lumber or Parsllam4l: flanges. :/, Alt tabulated ab a strAt values 113arrr. s minimum 2' /rlttct, rota must , fo- , • - ,,. A �. ,� r"1?y1"r rar r 'v14ad the allowable shear r . • ' t ' • " • . . , . • . ones o • _ E. .Ooe -hour Fire- tesis11ve Ites&Ce lies or Flour•Ceillog Assem- blies: I, Specific coasantction dcralbt are noted to Irlgure No. 2. WSI and Struchiat joists maybe used in assemblies des ibed in ICRO Evaluation Service, Inc.. Reports Nom 1352 and 1632, or Thbla No. 43-C, ttgnt 21 of the node. F. 1969 8uppiatneatt to the U.13.C.: This rem is unaffected by the Supplement 0. Ideniifiratiaf: The joists shad be idea:li able in the field by warts ofa auunpOncitdi John: living t cname itiidaddr ess the Merle end report number of the quality cootie! agency PPS Corpora- ;MI6 and Strvontvlst/O am trademarts of Mumma la aynea Inc.. . 11 alaaelaq mods fffC110 OmplaiAnt Ssrrity, Aeon (nowt mitt tom** infortrrat$ws to CldsrA arstrrbcrs q/1C9.0, 0fRol..g the eat upon which She now /t boos& EP4lkatl1. tsatYMt wig rioshvederrirntrnlbriotaihotio odatrPmlrawei : wog opootrioypekfKsiva Nor av eaolorseMtnl *erred mown - . a i r rte q/rtte s n c i nrport. Thh ``port 4 Msof span inner Mlowl Meat dr ether NMni li data rostra! oi by the spplicw o, The IOW E.SwaluatioM sem e, Inc. whom{ no hot re,lewwed ih e IetY malty aret/lroastrrloto, btu hied Mot poison tsitJIc lida M inea. as ia4.'mad4Mr 1arVitiIld c M`et`h t1 MI warted* 0:030 N tN tatio/I Sayler, fmt'., 'prof] aarlMtpaed.ssm er or odor rrpod, rids dirtklraerb css d.i,birltgot timittoo, mertenraldWn Page t ot10 ?AOE. 6/7 OFD Report No. PFC -4$4.4 1 November, 1990 �i4W `.84`rK;t•''Y,: 7.f. ^`hC;'r. 111:1861,6014, MN) (rti� ., t � i (his tilt fi e') WSJ 524P Atksw 9ie Humes hoc* 6( % 1 Room 0.404 0.00 1,130 0.0141 0.11110 0,1193 0.900 2 by 4 flaayef , 1 1,770 1,960 S R de 2,400 ✓ a n 2c1 2.010 is 3,330 god web 3.330 2 by 31180.11 4,30 224 . S� 3,570 • 501 6.24 6,700 720 7.28 ODIC 7,M0 . a.� 985 11.12 ' 10,240 • 1654 Z064 10.40 11.44 3 / OSII Itab 13 � 3 3. 0 12.41 3 1 4 v_ r � 5 6.24 7.28 1.32 o (If 4 f WI• � Stif 7444r r 9.36 a 11e"�+ 0$1 .............„. 1 web 133. 2 by 4 flaws . . - - -fiIt MPH �^ N � �t V1 ! W W s /2dngli alter 1� 2.4'70 1�2 9 14.530 2,700 1.640 11.04 . 19 .2.30 �� 11.900 21,60Q 3 31 1 5.18 • �, 1 "' � ' 17.9 28.720 4.060 6,110 1932 • 1,100 4,170 7,141 20.70 036 'e .. 33, 80 4.170 8,260 — 2208 _ iACti 3 (W=cs 2,2.:50 . .. , 70 ' 2,010 2,930 2.771 3,160 3.567 H e 3360 4.470 3,840 6.0L Ifr Q S13 wb _.•. . 4,1 1 10 634 J1 v X A V A G I O Pipe TABLE NO. U- -DESIGN PROPEi4'RE$ FO I WS1 JOISTS WITH 12400F FLANOR {CantMued) /0 1r kach plywood aely. IPootsmalea 2 and 3 in 'IMt►1r No.1 alma sppbt ) 0litarIlania imams a>a Waged with Owe* shear and K; 10* yak= above. Allowable moment and Et x 10 arc Report No. PF0 -4544 PAGE. 7/7 tQ o i-to aS r; 1 6,�S to i riit3 s?: :4 1,.¢+ k%u9 {isn'`.'i' :t7 1460F imp " moo *My Atksw 9ie Humes hoc* 6( % 1 Room 0.404 0.00 u..' • 0.750 0.0141 0.11110 0,1193 0.900 I. • ' • 1.043 ' J1 v X A V A G I O Pipe TABLE NO. U- -DESIGN PROPEi4'RE$ FO I WS1 JOISTS WITH 12400F FLANOR {CantMued) /0 1r kach plywood aely. IPootsmalea 2 and 3 in 'IMt►1r No.1 alma sppbt ) 0litarIlania imams a>a Waged with Owe* shear and K; 10* yak= above. Allowable moment and Et x 10 arc Report No. PF0 -4544 PAGE. 7/7 tQ o i-to aS r; 1 6,�S to i riit3 s?: :4 1,.¢+ k%u9 {isn'`.'i' :t7 © ©aas .An Pe 00 C3 Structural Engineering Consultants . 4 Divit hx of ACP Coe.u)Jriht., Mc. 31620 23rd Ave, S. Suite 521, Federal Way, WA 98003 Flick (253) 041 -9929 Fax (253) 941-09311 Mermo #2 Front 1 Gary D: Sttclnty Memo Los ' In Coat tl Info. Page 1of9 Distribution: _ Date: 6/16/2003 Time: Dean Peyton Project: South Center Plaza Project No 03096 Bret Brasher V Person: Liz Stoner Phone No, 425709 -7963 Liz Stoner 'Company: Re one Centers, Inc Fax Nb. 425- 450 -9744 Sub act: Roof Joist _ • .-__ Sent Via ' ' FAx Ia Mall 0 Billing File M JUN. 1 4. 'LVUj (MUNI 1't: I ANU= :h.k;UN tCY'!'UN Liz . • While visiting'the site of the new Maytag Store in the Southcenter Plaza I noticed that the suspended. ceilings were not installed at the roof joist as indicated on the plans (see details 1 & 2/A6 enclosed). In addition the,plans do not dictate exactly. how the suspended ceiling should be attached to he roof joist, We have enclosed detail SICi that will provide load transfer from the vertical studs to the .roof joist, The contractor needs to install a strong -back per plan using the same 3- 5 /84incli. 20ga stud material used to construct the 1va11s. The strong -back must than be attached to the lower flange of each joist. with ' Simpson twist straps as indicated in'S.T.(l. • Sincerely, Anderson - Peyton Structural ,Engineering Consultants. Gary D Stielow . Design Engineer' . Enclosure: (Partial Structural Plan, Supporting Calculations, Partial ICBO PF.0 -4544) If you have any questions on. the above items, feel free to call us'at 253-941-9929 or 206- 292-0940, C. Ind SoctIrg>>SltrHUa 3efti1Groa1 Salt(rpi Tcmpomiy Intxnet Olio 1 OLK9AY11026•SC Dllts•Mrrytnp Memo ot.4oe PAC E. 2/1 0 #2351." ' • EXPIRES 4 - •18_la 6116rl0U) . ;;;iu:'wa:�f aq JUN 15. 2010 "a (MCN) 17: 18 ANDERSON PEYTOi3 r =►vim 4,- FJ�O Anderson - Peyto.n 1 — ) ^ Q❑ Structural Engiiteering.Constritanta l._.1 Q O A Div kion cf ACP Con+ultcutte, Inc, • PROJECT . TIifp\r ) ,JOB # I , Ca (P ' DESIGNED 6 CHECKED PACE. 5/1 0 SHEET 5 nF 97i DATE DATE . 3100 21rd Avaltuc $otllh, Sulte 131, redornl Way, WA 9H(}03 I Mono: (253) 9711 -9929 Pax: (253) 94.9939 Scn:tic / Eut9lcc (206) 292.0940 4� UN 1 b. 20'..1 WAIN) 1'7:1 7 ANDERSON PEV T QN 000 Anderson - Peyton ❑00 .5truct)ira! Engineering Consultants I .JQ A r1IvIalon of r \CP Con.lt lin Ina, PAGE. 5/10 JOB # O6 , SHEET 4 OF ".. DESIGNED DATE PROJECT G [(GJrkr7.A, " TN's • CHECKED DATE • • . 1_ .�:. ...: ` . { :I „ .: I• L. .. i. I � ,_ : . :4100 23rd ,\vur.na South, Sulk: 321, r;J:rn Way, WA 98003 • phone: (273) 9-1 I- 992..9 Mix: (251' J41 -9019 Sentllc 1 F:nataldo (2C6) 292.09411 �4' JUN. 1 H. 2003 (MON1 17.1 9 ANDEREOV PE''TON CFS Version 3.52. 'Analysis: 02, 096- SCPIaza- Maytag- Strongback.anl Rev, Date: ' 6/16/2003 Strangbeck. 'Rev,Time: 1:58 :48 PM Southcenter, Pleaa- Maytag T,I. ' Rev, ay: ' Phone: Fax: Load Combination: ASD 1; D, Y Direction • • Reaction (lb) Shear (lb) Moment (lb-ft) Deflection (in) 22.6 . re Sr.6 •37.6 PACE. 7/1 0 (p• OF q .22.6 JUN. 16. 2003 (MON) 17:20 ANDERSON PEYTCN CFS Version 3.52 • Analysis: 02, 096- SCPlaza- Maytag- Strongback.anl• Sttongback. Southcontet Plaza - Maytag T,I, • . Member Check -1996 AISI Specification - Supplement 1 (ASD 'Load Combination: ASD 1: D ,design Par meters at 4..0000 £t, Right aide: Lx 4.0000 ft . ?ay 4 :0000 ' f t Kx 1.0000. Ky 1..0000 'Section:; 3628129 -30 Cbx 2.0833 Cmx 1.0000 Braced /lenge; None . Loade: Total 'Applied • Strength' Effective AA • 0 P (lb) 0.0 0.0 1661.8 .act . Cby . 1.0000 Cmy 1.0000 Moment Reduction, Mx (1b -;6t) -30.00 -30.00 328.91 creation properties at .20558• in "2 Ixe Sxe (t) . Base (b) Interaction Equations AISI Eq. 05.2,1 -1 (P, Mx, MY) AISI sq. 05.2.1 -2 (P, Mx, my) AISI Sq. C3.3.1 -1 (Mx, Vy) AISI sq. C3.3.1 -1 (my, Vx) V (lb) 37.5 37.5 414.7 applied loads: 0.40868 in"4 0.22548 in "3 0.22548 in "3 Rev'. Date: 6/18/2008 Rev, Time: 1:58:43 PM Rev,.By: Phone: Fax: • Lt Kt ex ey R! .0.0000 My (lb -ft) 0.00 0.00 • 86.24 lye Sye (1) Bye(z) 4.0000 ft 1.0000 0.0000 in 0.0000 in Vx (lb) 0.0 0.0. 949.4 0.000 + 0.091 + 0.000 0.091. 0.000 + 0.091 + 0.000 ■ 0.091 0.008 0.008 ■ 0 0.000 + 0.000 m 0,000 0.04291 i.n "4 0.11950 in"3 0.04817 in "3 Ca Ka Cm 1.0 1.0 1.0 1.0 PAGE. 8/10 7--d? 9 sk-1 pic sk-1 0 iii 30Vd NO: Sad NOSE GNY L ? ° L : (NO3O E00.3 '9 i war NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Cato yx sr maw Ct4 IpLisrt4S J CONT. LL EiT=1_ G 4AN L 1/2" TOES CONN. TO UHIST'+ T WITr; 410 SCrREAS F 24 ". D.G. GahlTI1'V US TRACK 5518 "XzoGA 51 f. 5 ATTACHMENT. TO STRUCTURE ABOVE rzo .StteT o cF T e ST WE': CCb : F-, EXIST. ROOF C•K :JOIST. STIJCT. N1 'r" Y CON ::21710N) Sry °.;�✓ t o rh ;. >'= c� t �rV- Vf��.i yt • o Z 1Z • W 6 J O 0 0 LLI J � u W 2 g N I' a H W Z = _ ZI- W uj 2 � • U W W � r - U. 0 h1 '•1 W O • U= O 1- Z May 14, 2003 Lauren Wibbleman 12530 35 Avenue SE Everett, WA 98290 RE: CORRECTION LETTER #1 Development Permit Application Number D03 -118 Maytag — 363 Strander Blvd Dear Lauren: Cizy of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Departments. At this time, the Building, Planning and Fire Departments have no comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, encl Stefania Permit Technician xc: File No. D03 -118 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 -431 -3665 Projects /D03 -118 Maytag CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS z Project Name: Maytag Tenant Improvement 363 Strander Blvd z File #: D03 -118 o u) Review #: 1 J Date: 05.09.03 u LL wo Reviewer: L. Jill Mosqueda, P.E. g co The City Of Tukwila Public Works Department has the following ci comments regarding your application for the above permit. Please ? contact Jill Mosqueda at (206) 433 -0179, if you have any questions z regarding the following comments. • w n O — 1. Building needs updated fire line Detector Double Check Valve or a w ~ Reduced Pressure Principle Assembly per the List of Approved Backflow • 0 Prevention Assemblies prepared by Foundation for Cross Connection u- o Control and Hydraulic Research. w z o 2. The installation plans must show location and sizes for the water main, o water meter(s), irrigation system connection(s), backflow prevention location and connection, and fire line connection. The plans shall provide make, model and size of backflow device. 3. For fire line backflow: • A Level III certificate holder shall sign, stamp, and date the design. • If a Level U certificate holder will install, then the plans shall be stamped, signed and dated by both designer and installer. 4. Complete the enclosed engineer estimate and return it with your response to these comments. 5. The Type C Permit Fee Estimate, enclosed, is provided so you can estimate your permit fees. 6. Public Works has requirements for work in the right -of -way. If the upgrade to the backflow prevention causes work in the right -of -way, please contact Laurie Werle, PW Permit Technician, for those requirements. 1 r' • l l 41 r 1. "� 3 : } i i s v w�S i k l b .' . i . 1 i l w + + � � . . ACTIVITY NUMBER: D03 -118 PROJECT NAME: MAYTAG APPLIANCE SITE ADDRESS: 363 STRANDER BL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 DATE: 5 -19 -03 Revision # After Permit Is Issued DEPARTMENTS: Building Division n Public Works 6 - 0_ i DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete APPROVALS OR CORRECTIONS: )ocumenlshouling stip.doc 2-28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ■R Fire Prevention Structural Incomplete n n n Planning Division Permit Coordinator DUE DATE: 5-20-03 n Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUT! G: Please Route Structural Review Required REVIEWER'S INITIALS: DATE: No further Review Required DUE DATE: 6-17 -03 n Approved n Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -118 PROJECT NAME: MAYTAG SITE ADDRESS: 363 STRANDER BL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # DATE: 04 -24 -03 Revision # After Permit Is Issued DEPARTMENTS: ;l' Buil id ng Division Publ c W ks nto4u4 51-03 APPROVALS OR CORRECTIONS: 51v Am, 5 Fire Prevention El Structural ❑ (� 4- Zq7 —C2 Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 04 -29 -03 Complete Et/ Incomplete ❑ Comments: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R�TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 05 -27 -03 Approved ❑ Approved with Conditions ❑ Not App roved ( attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only _ CORRECTION LETTER MAILED: .5--/q 3 Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW Staff Initials: slip.doc 2 -28.02 PERMIT COORD COPY, Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: s //97 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Plan Check/Permit Number: 0 Response to Incomplete Letter # [Si Response to Correction Letter # 0 Revision # after Permit is Issued Project Name: (n et y Tci 6 / Project Address: �6 � /POA), t°( rS 1 vd M0 4(d Contact Person: ` ()y &) bo fl.' A-) Phone Number:7VE 3 ' — e Summary of Revision: La re.n . /0 • 3, 00 (t' /14 fi' i4 /h (0 (.r /f1 S .tve 4,s •sS a dc. S• uc(eg No. 9 r $O� 44- S= 33S ^043 , F P 4S- . 3 g - o q 3 3,1 di 0 , ' / I th, I C ' i N e e - & , / 7 1 - h 1 1 0 k ,,cam .sc) 'i71DCV is L61c x.q), SE co . vAULT lAl B\ -ass M T 2 ct Q 7 t°7 c,aU&l, S . V v �I ►2r= ' e112A/v 1ft < "oti 1^liz c vz l S S b I VLF ?r'1.c VEN 1 Lo VL) Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: hk 0 1_ Entered in Sierra on 5 X*11S ?IYIk1Y(&tE f �ti r�SE*t rFiS'fusM1 raa• no-vM vim*> >nmrsi!1^ rx1 CORREVION LTR# L _ RECENED CITY ciF TUKWILA PERM CENTER 08/30/00 REGISTERED AS REIOVIDED. BY CONST . CC O1 ft CI 31 EFFECTIVE 4. ■ NORTHWE64 73.'f'C''''''' • 1;,530 3 5, EVERE • 1.4 • VICINITY MAP TUKWILA, WASHINGTON KEY PLAN SOUTHCENTER PLAZA 51a St St 111 E:cit 15 L 47� S 160th of ` St cn on ---• CD = J( PROJECT LOCATION it If' �� Port Dent Park to t _ rr ill 1 Exit t ; ± g 't r Long acres Renton Tukwila - ,- # If1du<_tnal Park . e<a :54 363 Strander Blvd, i IL Ma Soft �rttr Seattle, WA 98188 a li I ` = Strander ��"::. ,, I SW 27th St i tl 1 I Hi 5 Exit 153 STRANDER BLVD. the store. 11 N.T.S. P N.T.S. SOUTHCENTER PLAZA t PROJECT NAME 2. PROJECT DESCRPTIONt 3. PROJECT LOCATION: 4. TENANT: 5. LANDLORD: 8. TENANTS ARCHI - ECT 7. GOVER?*IG CODES: n EXIT REQUIREMENTS: 12. EXIT LLUMI AT10N 13. MUMCPAL REVEW: 14. MISCELLANEOUS NO M& FS• 15. FIRE SPRMICLERS 363 Strander Way Tukwila, WA 98188 PROJECT DATA THE MAYTAG STORE APPLIANCE SALES (RETAL) SOUTHCENTER PLAZA 363 STRANDER WAY it K'WILA, WA 98'88 E OCCUPANCY:.. . M (MERCANTILE) O. GROSS LEASED PREMISES: 6 032 CO FT 10. OCCUPANT LOAD: MAYTAG APPLIANCES SNOHOMISH, WA 98296 T EL: (360) 668 -1 FAX: (360) EA-0710 C `-' "D c- darin7.0themosaiccompar.y.com REGENCY CENTER 1601 114TH AVE. St SUITE 135 BELLEVUE. WA 98051 CONTACT: LIZ STONER C9 -'953 AAD:fltch 15425 NORTH GREENWAY- HAYDEN LOOP, SUITE 1100 SCO TSDALE, ARIZONA 85260 PHONE: (480) 998 -4200 FAX: (48C; 998 -6986 AI WORK A- ALL BE IN CONFORMANCE WITH, BUT NOT LIMITED TO, THE RECD REMENTS C= _ = r,ING: AND ANY OTHER STATE AND LOCAL CODES HAVING JUR SDICTION. BUILDING: 1997 UNIFORM BUILDING CODE MECHANICAL: 1997 UNIFORM MECHANICAL CODE PLUMBING: 1997 UNIFORM PLUMBING CODE ELECTRICAL: 1999 NATIONAL ELECTRIC CODE ENERGY: WASHINGTON STATE ENERGY CODE HANDICAP: 1991 ADA, 1997 CABO /ANS; A117.1 FEE: 1997 UNIFORM FIRE CODE TOTAL NUMBER OF OCCUPANTS = 180 TC-AL NUMBER OF EMPLOYEES AT ONE TIME PUBLIC AREA: 5289 S.F. _ 30 = 177 NON PUBLIC AREA: 743 S.F. t 300 = 3 _..... TWC (2) EXITS REC., - WC (2) EXITS PROVIDED TVE C TION SHALL BE PROVIDED AS SHOWN ON SHEET E2. CITY OF TUICWLA, WA 6300 Sou INCtN TER BLVL SUITE 100 TUKWILLA, WA BRENDA HOLT (2C6) 431 -3670 TENANT'S GENERAL CONTRACTOR SHALL VISIT THE PREMISES AND VER'FY ALL EXIST- ING CONDITIONS PRIOR TO START OF CONSTRUCTION AND SHALL REPORT ALL DIS- CREPANCIES TO TENANT'S ARCHITECT. TENANT'S GENERAL CONTRACTOR SHALL CONFORM TO ALL REQUIREMENTS REGARD- ING CONSTRUCTION PROCEDURES, INSURANCE, ETC., AS SET FORTH BY THE LANDLORD. AN AUTOMATIC FIRE SPRINKLER SYSTEM IS EXIS11NG WITHIN THIS SPACE. THE CONTRACTOR SHALL REWORK AND MODIFY FOR NEW ROOM LAYOUT AND CEILING HEIGHTS IN CONFORMANCE WITH N.F.F. A. 13 STANDARDS AND LOCAL CODES & REGULATIONS. ALL WORK SHALL BE DONE BY A OUAL'F;ED SPRINKLER CONTRACTOR WHO SHALL DESIGN AND PREPARE SHOP DRAWINGS AND SUBMIT THEM TO THE LANDLORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALL- ATION SPRINKI cR CONT.Arrno cup, or LRNDLORD APPRCVFr. 'N CEILING TILES TILES 'TJ• + „ A P.,L_ C AREA. I CI'F.I.KLIER :EAU HYPES: ' 7GCK Room. Trn! T ROOMS, OFFICE & HALLWAYS: SEMI RECESSED W/ CHROME ESCUTHEONS , 4' 'IS A' :F A S;-.f PECE ALE' A/ C. PCME ESCUTHEONS �� 51het%t A - ( Ne tokfh See � � � 5 T TITLE SHEET SP1 SPECIFICATIONS SP2 FINISH & RESPONSIBILITY SCHEDULES AND SPECIFICATIONS D1 DEMOLITION PLAN Al DIMENSIONED FLOOR PLAN A2 I FIXTURE PLAN A2.1 I GRAPHICS PLAN A3 FLOOR FINISH PLAN & DETAILS A4 REFECTED CEILING PLAN A5 A6 A7 A8 INTERIOR ELEVATIONS SECTIONS AND DETAILS INDEX OF DRAWINGS APPLIANCE MECHANICAL /PLUMBING ROUGH -IN PLAN APPLIANCE ELECTRICAL ROUGH -IN PLAN SEPARATE PERMIT REQUIRED FOR: MECHANICAL W Lj L UMBING L1 " AS PIPING CITY OF TUKWILA BUILDING DIVISION NO CHANGES St-ALL SE MADE TO THE SCOPE OF y; °- < WITHOUT' PRIOR APPROVAL OF TUKWILA ammo DIVISION. NOSE PEVS:#5 Wkl AMORE A 4F V BAN $IRIM? FILE COPY I txtderstarc. t:.at the Plan Check app:evals are subject to er ors and omissions a-1d approval of plans does not authorize the viota°.ion c� adoptee code or ordir ante 9 tractors copy of app '. ed o,r ?ems 118 } REr:ENEI - m ' v ra,wNnt n ' 4 7nn3 .:ERWT , :Ettiek DATE: SCALE: DRAWN BY: PROJECT No A03004 ••_ .a..wgs a.:i 1.100,4/0.0. aM r wwr 4sbfv!. "`. iWi� 'J➢s•R a•x Y' , 16 - c:JryrroY.. •r .wr• JY .4 a.a+, war sro .,. • • 5750 RE GIST A7..' E TIMOTHY e PLStER , TAI LOFIt' 6111: TON SHEET. A5 NO "7:. KOS CB ^C 4 T IS • 4 specifications maytag aad fitch FIXT. NO. DESCRPTION FIXT. NO. DESCRPTION FIXT. NO. DESCRPTION GRAPHICS NO. DESCRPTION GRAPHICS NO. DESCRPTION RESPONSIBILITY SCHEDULE THE (FERAL CONTRACTOR SHALL BE RESPONSBLE TO SUPPLY AND INSTALL ANY ITEMS NOT LISTED AS BEING SLPP ED BY OTHERS GENERAL CONSTRUCTION SPECIALTY MECHANICAL SYSTEMS PLUMBING LIFE SAFETY GENERAL NOTES FURNITURE F -2 FIXTURE SCHEDULE GRAPHIC SYMBOL LEGEND LGRAPHC CATEGORY SPECFIC GRAPHIC NUMBER GRAPHIC FINISH SPECIFICATIONS MATERIAL FINISHES WALL BASE CONTACT PLASTIC LAMINATE DEMOLITION PLAN 0 EX'ST46 INTERIOR CCCR AND FRAME "C RE'V'A,N a EX 5 NO EXTEYCR S DOORS - O EC Rr' AND RELCGA -ED PER °_ANS 0 EX'S - 'NG 5'OR.I•C,E S-E /L N6 TO BE REMC /ED 0 REMG /E EX 5 'N6 GLAZ: :\6 SYSTEM TC A _Cn FOR RE_CCAT ON OF S- ORE =RC\' ENTR" DOORS EXISTING °URR \6 TO REMA N PATG.+ t REPAIR AS REQU RED FCR NEW ° \S+ -ES KEYED NOTES 0 EX,97IN6 EX OR AA,- TO R-°MA:N O EXISTING S"R G JRA GCLUMN TO R-E'MA N PR°OAR° 'O RECE /E see, r"NIS.+CS (T O EX S- N6 1.4 OR °ART T.ON TO BE REMOVED IN - S. EN" RE"'. (TYPICAL OF AL... WALLS SCAN DA.S.ED 0 REMOVE EX'S' NG ° X ORES ' NGLUD \G: GO'.NTERE "C -E "5 PAR - 045 E - C. PATCH AND RE °A R AS NEGESSAR" - O REGE `✓E \EA F N 0 EX S' NG M'L -WCR� - O BE REMOVED \ !TS E4 "RE 0 REMOVE EX STING LATER OR DOOR IN T5 ENTIRE 0 EXIS -INS CX'ER OR DOOR. SEE DOOR SC.R.DULE ON SHEE' A FOR F R "HER NFORMATiON. 0 Exi5- N6 ELEGTRGAL EQUIPMENT TO REMAIN SEE ELEGTR GAL DRAW 4G5 FCR F RT�+ER INFORMATION 0 REMOVE EX'5-1N6 PINK' E5 DOWN TO OR6NAL DR"WALL OR WALL E6 PANEL:46, WALL GOVERNS, SLATWALL PREPARE 6"P BD. TO REGEVE NEA F NISHES 0 REMOVE EXST'N6 PLOORN6 THRD.SHOUT t PRE. SLAB TO REGE'VE NEW P_OOR.Nb. O EXISTING STOREFRONT GLAZING 0 EX;STIN6 DEMISING, PAR- iT,ON TO REMAiN 0 REMOVE EX;ST GE'L!N65 THROUGHOUT 0 EX'ST!NG INTER'OR PAR -ITION TO REMAIN PREPARE GYP BD. TO RECEIVE NEA FINISHES 0 EX,STING "LUMB,NG Fix—"es TO REMA'N EXTERIOR IIII (EXTERIOR G.C. DEMOLITION SUMMARY GENERA- CON RAG -OR • RE / EA "-»E F.X 5' \G .AG - - v - C - E - ERM NE- .r E EX C. DEN OL' ON REG. RED - 0 \5'A _.- ".E \EA ACR< A nR — EN CL - L NE OP AL RED.. RED DEMC- - : ON S.A..- BE SvBM — ED -0 Ti-E CANER DESGR E °OLLOWNb 'EL NO - M - ED - C GOOD - ON C. EX .5. °CAER ° ANE -S AND "RAMS °CRMERS °EAS B L -" FOR RE -CGA ON AND S« N6. CR NEED °CR RE ° _AGEMEN" D,.E TO AGE OR EN S- V6 GONG "CN. ▪ GO\C "C C° EXISTING S.E1E7RCCK. ON EX STING, DE` 'S Nb W \LLS AND RECCMMENDAT ON C° Yo-ETHER TC REMOVE EX 5"'N6 CR RE'.SE TC BE DETERM NED ,N F'ELD GCND T C4 O. EX'ST!V6 MEC.ANIGA- .SYSTEM PEAS B - ^ CF RELS N6 RE- OCA -O\ OR RE- PURB SHIN6 EX S Ns EGv'OME\ - . AND DUGTWCRK. AND REGOMME\DA - ION C° RE ° LAGEMEN', .° NEGESSAR °R CR - O B D. a SUMMARZF- RECCMME4.^.A - IONS FOR REUSE CF EX ST'NG MATER A. EQUIPMENT AND ACGE =- %OR E5 ONCE RE -O A LKE -NEW GO%D'T'ON, 'TE'- ZE T»E veer.— "O • -E GCV'RAG' AV" ,,NNOTED EX'S N6 GOND'' ON AN G. GONPL'GT5 W'"k THE °RO.CGT RECLIREMEVTS AND MA" !ri°GU'RE MOD4PZ.ATION RELGCAT'C\ CR REMOVAL TO COMPLE'E ' PRO.EEGT SHALL BE 'LADEN - IF.ED SC T-! NEGESSAR" DRAA N6 RE / SONS MAY BE NCCR °ORATED INTO THE PRO.ECT RE- QU REMEN "S iN ADDITION TO THE ABOVE. RE °ER TC GENERAL DEMCLIT!ON NOES INDICATED ON SHEET SP-' C V'S!ON ^. - DEMOLITION / BUILDING ALTERAT'ON. R -r'CvE ALL TEMS AS \D GA"FJ✓ OV °CANS. CARE 5r'A -- BE -AK-ery DLR Nb : EMOL 'GCN SC AS NC TC DAMAGE OR AVER A\" E\ S' • S'R.G'.RA- MEMEERS THE ARC • `EC.- OWNER S -Ar" BE NC ° ED iMMED ATE -Y F A\" DAMAGE CCG,,R9 CR S D'SC,CSED 7 R NG D.EMC- - ON WA -_5 AND GE L'NSS ARE REMC /ED - -E GCNTRAG'CR =-A -- BE RESPC \S c FCC. D'SCCNNEG- N6 AT SOURCE_ AND REMO / NG Out G + °O V6 A\" EFG'R G A_ 6AS L'NES AND MEG -A\ CAL D;.G'WCRK - .A - 5 D 5G -OSED AND \C SG••ED..LED FOR R_„SE REROUTE AND GCN' 1wE A\" c"S - HA - M.S. SE RE - A NED "CR. AD_AGE\ BVLD Nb AREAS "1-A ARE NC- N TH S CC\"RAG" AL- ELEC'R CAL C R J "5 FCR E .J FMEV' "HAT S TO BE REMC /ED SHA -_ BE D SGCVNEG"ED AT SOI:RGE AND REMOVED ALL 6AS WATER AND DRA \ L'NES SU°O -" NG EQi. °MEN' "LA" 'S - C BE REMOVED S A L BE D'SGONNEGTED REMOVED A\,7 GA °POD ABC /E GEL \b CR CON V '" OF 5YS"EM M1,9T BE MA \TA NED FOR JSE °" AD.,ACEN AREAS CC\ RAC "CR R`RC,. AS NECESSARY, TO BE BE-OLD NEA CONS O\ !OA'GL FLOOR ° AGK °R OR 'C TOP Na .? THE GC\TRAG'OR S -AL_ BE RES °CNS'EL! "'CR. REMCV'N6 "...Cm - HE S "L A_. RLBBLE AND DEBR S CAUSED B DEMCL' ON AND D SPOS Nb OF 'T IN A °ROPER vAVNER DEMISING PAR" ON WORK TO BE REmC /ED SHALT BE °ERECRMED 'V ACCORDANCE W I'» LANDLORDS GR A. AL- INTERCR DEMOL T' "CRK -o BE B" "._NAN - S bG. REMOVE OR RE. -OCATE AN', SFR NK ER .EWER. °-JNB NG L'NES AS REGR. RED N F E -D Ft! LANDLORDS AND /CR LOCAL Ai;THCR'" APPRC /ALS 6ENERA- CON- RAGTOR - 0 GOORD NA " - H THE OWNER ANC ARGN'CG' A5 TO THE D'SPOS OF ALL ITEMS TO BE REMOVED AECEN APP ? 4 2003 NBP M:':iNTF x 6E\ERA- GON'RAG'CR 5.AL1- FA -GH AND R -F°AIR ALL GEIL NOS WAL,.• AND FLOORS AG REQUIRED TO REGE VE NEA WISHES (GC. TO MA \ N -HOUR F RE RATED GONSTRLC C\ THROL6 TENANT'S SPACE DATE SCREE: DRAWN 8v: PROJECT No KEY SYMBOL DESORPTION <C> D E.x15TIN45 PULL HEISHT DEMISING PARTITION: EX 5 N6 e-e • " PRAm N6 6 .5-4,-_ PA a REPA R A5 2 ' <> EXISTING EXTERIOR IAALL TO REMAIN 6C e-..,......,4,-o. 4 REPA R. N CR e DE AS 1 4.50+ RED 4 PREP - 0 4CCEP" NE^ . . e-es 0 0 A ONE ROA 2x6 ELOCKIN6 BETWEEN PRAY NE". TOP MOUN AT +54" APP PCR EASE eXISTIN6 STOREFRONT 6LAZIN6, Ex 5 5 5-AZ N5 .3' - 0 REmA N A5 IS <> = NEN INTERIOR PARTITION, St r•-• cx. 6 ED OVER BOTk SIDES Or 3-5,8 x 256A ME 5"% • I6' OC. TO 6 A13.0vE CEIL'N6 PEr5PT. TAPE, 5PAGKLE, SAND AND emoon•• TC ALE, NEA P 5- <> =2::=C N! A INTERIOR PVIRRINS, 5/5 ovp. 3,2, ovElt 5-5,8 x 256A NIE 5=AD5 6 ■6 C TO 6 ABOVE CM L NS *EI6sT. TAPE, SPACKLE, SAND AND 5 TO ACCEPT NEN. \•e-es % e,xierrie INTO re pl.SUUN,6, 6C St.A..L PA t REPAIR AS mecum.= 4 PREP TO ACCEPT NEN P S.ES * 'TINO INTERIOR PARTITION, 6C 5I+A_,.. PATC- 4 REPAIR A5 REO.,IRED 4 PREP TO ACCEPT Neel • N 5 TYPE DESCRIPTION ?.... 0.,-...ocr....- ae..ren, PRAm x,,6 2. ‘ 2. vc.x,- .. cA p.,...vmcci; A ..c _2. 4== ED5E OP PLTACCD TC BE * Cat. CORNER C= Pt_ =Ott 5.4-.4.+EADIS D 2 ' ee ......A 4-a• e+ DE x 3C" P•6- BOTTOM 0= PI... et + A=P POR. mONI 'AO RCAS S.AP ACE m00,TED N. _A665.7 N1'0 mE 5"1..D PR.. • 24 - c.c N•OuNTED AT +36" 4 +12" APP FOR riA...a_ OVEN JN TS 0 ONE ROA 2x6 ELOCKIN6 BETWEEN PRAY NE". TOP MOUN AT +54" APP PCR EASE a ONE RCA 2x6 SLOCKINS erreen, PRAY Na. TOP MOUNTED A +84 " AFF roe „J.....e.e AALL. CABINETS. DIMENSIONED FLOOR PLAN BLOCKING SCHEDULE NEA LOA WALL PARTITION, 5/5 ToICK 6TP In OVER 5014 SIDES OP 3-5/5" x 256A N1E 5 • I6 O . TO E 6.4T INDICATED ON :NTER.OR. ELEVATIONS TAPE, SPACKLE SAND AND 51400T1 1 ACCEP NEW ye.oes. reiTEFUOR STOCKROOM PALE At TCP 5' 5 C. SERVICE A 5-r0 - XE ACT-ERE 0-T. EC T.:" - C c■,„ REPA EX 57 XS C....'Cx•GR.ETE 5-45 A5 EPEC, EC - NO * WALL LEGEND KEY DESORPTION DOOR SCHEDULE I ADJ. TENANT -- -'`NE 1. 5,-K-EAD CANER 5. = .75.'5\5 FAQ. HALLWAY TO orrice, NEW 3 -o II 6 -8" x I 3,4" 3 .5.- 9! OAK ADO:" DOOR f4N•I PRAvE A; /5,1=3 AND 9/5 LEVER ..00KSE STA,NED CLEAR HALLWAY • TO ELECTRICAL ROOM, Ex 5 3 -0 x -0' PAIR mr 0'0C.* S ' 1/2 1.441. BUTT PIN.,3e5 TYPE •• LOG K.SE lb lb ri c* noctitx proRPVt tkl 2 EXISTIN6 STOREFRONT ENTR,": fx e N6 R CP 3 -0 X -C .5 000R5 RE-0C4 PR0 oveys ocos s EARS s ■N - N6E5 C-CSERE AND AEA P= lb In In EXISTING REAR senvice DOOR EX 5 N6 3 .2 x 1 -C 40.-DA mE DCCR , /2 PA R haN6ES LOCKSET C)Ott. C-OSER. e HALLWAY TO TOILET ROOM. NEW 3 x 6 x 3!4 In 5 xa CAI < AGO:: VOCAt. t .R.AmE - /2 3,3 -E /ER T- PR /ACT LA 5E - /ACT AOK I 00CR. STA NEC 0...EAR. 1.1,2 t.',) RALL.PlAY TO TOILET ROOM. nx S 3 0 x 6 -5 x .5 A SC 5. &RACE 0A< 1100 =00.tt Atit,AvE eA ot eurre. C s-e LEVER I'M /ACT ,4" 5r" PR /ACP' ,-OCK 4 00011. C-CSEc. 3TANE7 CLEAR TEN 6 C REPLACE DOOR - 0, MAT -3 'I" NC 5 &RADE CAK HALLWAY TO 9TOC44.1 NEW x x 5/4 5 STA N 5R.ADE CAK AC.cD D'COR C V •RAVE -12 .D BUTTS CLOSER. AND 5/5 Levek .51 LOCKSE AND 5 1 A PP I 4 2413 A03004 'AA* 41106.4■14gavo WO !a...Mee am AB I. WIIMAACIAMA weft AIM me. • r_ re-Anew eur-w-er •1119.1. v. sat Alm SW .41 A.APIA 4111 4 ae wee: •reeft t me leer. MOP AP 30.10 a49■04,44C *AO ,,, OVE • • „, 16,11,,IIPAP1 4 4. 4011a. AR come. s. U) PROJECT Nic • • • FIXTURE SCHEDULE FIXT. NO. DESORPTION FIXT. NO. DESCRIPTION FIXT. NO. DESORPTION WM O O - O?M .: SPLA' (E- a -G .Rom GE _ \6, W`P - 5C3O `FEES - ANC NG AA-L. C /E\ r\ T INM ".07. 2' /W -- G AB a¢ S. c NE - , RE .R 6. AGE LLER < - WM` 020 - CTEM D 5°_A'" (ELEC.-RC °F.:. . ..00R ri < - G_EN S - O`/E TOP ISLAND AM - •C' 0 7 SAAR,. A,A, TWO oCP 5 A_ AM" 040.4 GOOK Nb AREA l3 .(AEAD ✓rN^T6020 36 BA ■ E. 5E GAB'\E' GR _ NK AM - a0 GAS~WRA° Ai ". TPREE PO. 5"A C \S "L" Ip' R •SAT WMT 0406 COOL Na AREA BLILKAEAD AM" 36 BASE /,'"H DRAWER AND DOOR riM : - ASNWRAP An THREE °OP STATONS. "L", i0 LEc Am" C40G D �WASN 46 BvL'CNEAD AM'6O 24 BASE CABIN!_ ALL CRATERS iNv'gC:C GA&.WRAc /r TAep ° C° 5 - AT!C \_ ':." 8' LE.'" AM" 040C _ »4J\.:R" AREA BU�.K.•EAD WMT6050 24 BASE GA9 NE - W� DRAWER AND DOCK Am".02 C +SNARA. A -. la Trip ° O 5TA "I.". O' R b� Am 040E < C G AREA IILLKNEAD et 8" B NEE BASE GA- WiTN DR-A/BR AND DOOR WMT a C_C SACK 5ER / GE COU'N'TER WM" 040° III. - E BULK -END NMTb _0 .36 h x 5 N /Ww GAB�NET USE OVER RE¢R GERA "OR W,MT•040 BRAD MERGNANC DISp�A" A` A ■.L. ANGE D'SPLA (ELECT* C .....a CE'LING: WM " K C S AREA GABiNE` Ain. MONITOR WM"2C20 A =•� 4, ■ c _ NGE D 5 LA" (ELEGTR RCM FLOOR. WMT6 25 48 W x 15' .. WA CABINET USE OVER RE.R GERA "OR W•T•060 ✓ACWM AISLE CORNER .:\ T W,_w SLATAALL WING AALLS WI✓ 030 Apt., A!JGE C'SPLA�' (NO ELEGTR G PM - b -O a b W x 30" N WALL CABINET WM7 C SNWASNIN6 C'SI•LAM YIMT6140 48' W x 18. H WALL CABINET OVER MICROWAVE t 5T0'/E N PTT9080 OI - ✓AGJUM A Sl! CORNER UN T W17..OU_ SLATWALL W'.N6 WALLS WM73232A 7OOK'N6 Ci VIDE* MONITOR UN T 1 - .0.0 /AC..u1. ' A 5 E 5LA - WA •ANEL eb 3232B COOL'NG C V'CER MON "OR JN•T WM 50 24 W x 30" N WALL CABINET NM"• 30 -- ° -COR C SPLAY PLATFORM AM - 3232G D SNWASNiN& DIVIDER'ON' - OR ,.N T W`"T6'60 8' W x ac". WALL GAB.•ET AD.". 60 C-OS Nb TABLES WM ,.AUNCR^' DIVIDER MONITOR uN' WMTb t0 GOLNTER TOP (SITE SPEG•P'G LEN6TN5; Wr.Ta;TI D' SNriASNER COVER JN'T <,T WM"8:32-0 CORNER ■IEEE* ✓v " WMTbiCO A P:..L CABINET VALANCE ,,,,,,To PO 0.T10NAL 6RAPN :7 HOLDER AN 0 GOOK'OP MERGNAND SER '58" TO T8" FCC! WMT62OI CORNER 0/EN UNIT Y V bRAPN'G HOLDER Y'aMT402O GOOK MERCNANCISER ;115" TO 155' W CE; WM?'7010 D 5NriA5NIN6 C15PLAY PLATFORM, POUR ,.N T (IIO" TO 113 WIC!! WMT OVEN WALL FILLER S"R P K,T WMT4030 RREESTANDIN6 GOOK - C° MERG.AND15ER /0 ✓'WAS_ OVEN JN'7 WMTTOIO -01 D�S.NAASAIN6 D SPLAY PLATFORM 51X UNIT i 63 -3/4' TO 166 -3/4" W DE; WMT43p0 'R `A PACKAGE Wi"N TOUGH -JP K r WMT1400 SERV GE COUNTER WI-$ 9.ELVES WMT5020 WALL OVEN UNIT WITH FINISHED END PANEL WM",010-02 D SNWASNIMO DISPLAY PLATFORM SEVEN UNIT Iap-5 /8' TO I WIDE; a a e 1' FIXTURE PLAN I ADJ. TENANT _ GC \ - CR'. ( - G 4 D B ° -A" 5.,-..-E A77 � E "dA A 5 =X' GO \"RAC'C4 GOOK \G FOCA_ 7 5 ° -A" SALES [STOCKROOM PCGA- ° -Av v G C ; LA„ \D.R" ° OGAr G 8-3 8 - OW C GENERAL NOTES A • E ✓ R." AL- OPENS ONG Arc GONG - TONS ANC NOTF" CML°R TCN SCO` ER" Ca CCdL'GTS. UNLESS NOTED OTHERMSE AU. DIMENSIONS SHOWN ARE FROM FINISH FACE. FIXTURE FABRICATOR TO SUPPLY ONE TFiM PACKAGE AND TOUCH -U. KIT NO "E vER -" A__ \- F: CAE NE G \A DNS ri. ^ - ° GYrER S P A_- ° GhER - G °E °Q.:" GE - \G AREA ASG ° E R MA.. - AG AIWA "T. '/ ER N .0PeR RED R_ ° CR EAG, S - h:. OWNER.M °C. CR'C F A✓RGA - CN SGALE - _. BEE S - ORE ° X-'RE =RA" NG PACKAGE ° OR C 4 SNEE" = -■se- S.2 R ECENED CIT APR 242003 .- bc)5-118 A03004 a• a.., ./..P ar. az..7..yoaa are L.A�it' N �:JM9F- wow* or or an era.+nai aa . 99C - . Em yalas'a• n: _ INS eia -. t,. a.a ai •,.r .. y.-,.. GRt sYe •4 a . a.e .- .. - -e N as aasya • _. _ • _ _ :- ✓a +ca •••.. ,a. I DATE SCALE DRAWN BY PROJECT No 11:11 >it 1 a w Q C C t1 2 M SC 0 W 2 Vf M 4; 0 U, • Q a 0 SHEET. Z W CC L • n m A2 4 GRAPHICS SCHEDULE GRAPHICS NO DESCRIPTION GRAPHICS NO. DESCRIPTION 6R- NC - JEE: 6R- 2 NC- JSE.7 SR- 5 NO JSEC 6R P 5mA-- _AN6 N6 EANVERS 6R -2C NC- JSEC 6R- a - - NO- US ET; 6R -2 RES. ROOM 6RA °* G 6R C2 T'p5 a EENEF'- P.ANE -5 -22 , BRAh7 F+EA.^.ER ' 6R -C3 mASNE C - .PS t 6ENE° - PAS 6R -23 TO GRA °- C 6R -5 M„RA_ ACAS C CKEN) 6R -741 NO' 145:. 6R -52 WRA._ 'EAKEZ, 'GLA , 6R -25 NO' USE: 6R -c6 'NNOVA ON °rN5..5 6R -26 NO' JSED 6R -c_ Y'WL- ' 6R -2 NO' USED 6R -08 MCC /ER S 6N 6R -28 NO USED 6R -c° E>)LK -E... R..NNERS 6R -2. NOT USE 6R- 2 NOT USED 6R -30 V'N" .:ETTER N6 PCR uAYTAb KIDS 6R- 3 -060/LE - TER N6 TREA - MEV - POR 6R*1' MURA,_ 6R -3' •+ER - ASE MIAA._ - MAN ANC P.CMAN 6R- a NO USED 6R -32 I 3X3 YNA'ERME -ON SR... 6R - '5 NO JSED 6R - 323 NOT AEC SR- E NO 0056= 6R -33 MIS - OR`s PORAPw G g A goo M • GRAPHICS PLAN GENERAL NOTES Al FIELD VERIFY ALL DIMENSIONS AND CONDITIONS AND NCIIFY OWNER UPON DISCOVERY OF CONFUCTS. F ) UNLESS NOTED OTHERWISE ALL DIMENSIONS SHOWN ARE FROM FINISH FACE. ) REFERENCE SHEET SP -2 SCHEDULES AND LEGENDS FOR GRAPHIC SCHEDULE. C) ALL QUANTITIES TO BE VERIFIED BY MAYTAG. E ) VERIFY AMOUNT ANC LOCATION OF EXTERIOR SIGNAGE WTH MAYTAG. INCLUDING 'THE MAYTAG STORE', THE MAYTAG LOGO', HOOVER SIGNAGE AND JENN -AIR SIGNAGE. F.) G.C. IS TO COORDINATE POWER AS REQUIRED BY EXTERIOR SIGNAGE FABRICATOR. G.) SEE ELEVATIONS ON SHEETS A5 & A5.1 TO VERIFY LOCATIONS AND HEIGHTS OF WALL GRAPHICS. REFER TO GRAPHICS PACKAGE FOR ADDITIONAL INFORMATION. CODED NOTES 'THE MAYTAG STORE' EXTERIOR OGNAGE. G.C. TO COORDINATE POWER REQUIREMENTS WTH SIGNASE FABRICATOR. CENTER ON WALL OR OVER STOREFRONT AS DIRECTED BY OWNER. VERIFY SIZE %LOCATION WITH APPLICABLE CODES, L.L, AND OWNER 'THE MAYTAG LOGO' EXTERIOR SIGNAGE G.C. TO COORDINATE POWER REQUIREMENTS WITH SIGNAGE FABRICATOR. VERIFY SIZE/LOCATION WITH APPLICABLE CODES, L.L., ANC OWNER. CENTER GRAPHIC VERTICALLY ON AVAII-ARIF SOFFIT HEIGHT. GR -02 NOTE: PROVIDE TWO GRAPHICS AT EVERY GR -02, 22 & 2' L ^CATION FOR DOUBLE SIDED SIGN HOLDERS. SC+N-E RECEIVED rm :,� TUM�VILA APR 2 4 Z003 PEEWIT CENTER A03004 ••••,•• M M. ' it'..10111M . , ...a .nar •.c 1 -1 a- ,•. 6 :110^'41'x' or : 41.:4 *w- ` . 1 . Se ra. wr_ 6;0 • }.s,.0•' ,1106.2. 2. sc:4a wrall 440• s. Let DATE. SCALE. DRAWN BY: PROJECT Nc •• 5750 F9GISTER AG „HI ip '.3 h EGE STU .EWASLAGT ,, 9/25,09 SHEET I/ I'_o /\ 2. a v • I ISALES R..^._� C ;7 7 °/ 41+,44 .4.. AO 404. FLOOR FINISH PLAN EXTERIOR 5G4� i;a' • -C RE 'IT !. RIKNIIIA APR ? 4 'mn3 .EN M CENTEI. A03004 wy.c .. .- 9ly'f'I ; ^o a w ..I IOC . . C: !. amossac NC- , Nts 4,4106 .. -boss ao, . ^. w .'S ;can. ere aw.s —s sr I. am* S O ier •• DATE. b ()13 H 1 9„ SHEET. A3 DRAWN 8V: ,(Ro 9q(11FCT Nn - SYM DESORPTION MANF./MODEL NO. LAMP WATT � A 8 A°O_R - „RE Ra_.ES3EC 00"'N L16 - A, P*_n - ER RE GCh - -- Rr°-Cv -._� \ G - R.°. c: -P - F " TO'"'Mh - -G -;. '"C1•1 G 6 AP °R <Eieace- 6 N'EA_ R N6 Yv- _E RE FLECTOR .A\.^. nr - E '''R •s" F \6 CON - - EGa R 38- 0 -nr 1 5°AR°0 GA....._ 15,4i •✓ R_.OR=SGE\ :CW\ - 6 -- ..E.,,-,-,‘ REF -EC - OR ANC ev- - E TR v R NG CCU. - R '$2 / - V - G'T�:.C"V - E GF_CO - /E; �V 8 °5 32W ® F 51-VER GROSS 9 AF*,1 E..EGTRC\ G BALLAST WH,-E R !v:5.+. co, -'EC 07L1332° W _A18 * ' , CNC °C \- MCUN (2 EAG -; C *32.7TiE 'N. 8a5 $2W i 5 TRACK i -„R` GCh - 5A" ANA Ala Tg s V Sy CON-TECH G L.8090c 15.AR2O CAP /NFL T3W - 0 __ 2X4 3 LAMP PR S LAY -IN TROFFER, 1 20 or 240V. N!ERGJRY 35E332CGTeAELB- V 13) e32 32A _ 19,4' D'A., 10 1/2' 1 DEGCRA TINE P PEhDA\- IXT'JRE W:' SATIN WH 6LA55 So ADC MOUNT AT T' -6" A.F P. MERGJRY R.E62320CT/8T 1 00A/CL (INGL) ex -, RE? -E0.:-E, V'w,TE *AGE AND r.0U5,N6, LNQVERS mCUNTINS. ATL'TC PNL -R., INGLJDED DEGCRA VC 5EL* POWERED EMER6CVG" FiX"URE NW�'E ATL'TE PG2 - - (2) PAR36 SdNi 0 .., !3 !$T e4 BATTERS A"L'TE 68610 A OW a C•srvENC- _ 5- S ` •_e A si-- .. 6 C\ \EA n -.c S-5 E \O - -EAR C 6 • A °C e.: 1 46 G. _ REFLECTED CEILING PLAN E.- 904l1/4 —� ' SR: A- •Ai a, •s z\ 2 _ 5 -- i a ft" bar C: NMA _ We M - C J\ DERS•CE C° LA - \CEL 5 < -EA0 GE \G \F X FE . _C-E BELOW Gr _ E -3-0 - \\ --F ti .F= = L <�A✓ ==CA GE - - "O_ ND7- FiRE 5*R'VK'.LR -E ADS S.ALL DC INSTALLED BC - ihEEN BULKh+E.ACS I DEv15iN6 WA_L5. E X" .5 LIGHTING GENERAL NOTES I.) LN_ESS NETTED O L S: h6 -0 5E120 VOL - A6E . A..- L EA hG MAT=R A.5 J6,-535 NCTEC O SE S \ - -E L.6F+ .�65\.^. 5 51.°O.. EC 3 OWNER ANC AI-- BE S - . OOELT. - rE _CES : L S' T-.E 0ANERS _ G - \6 °p_ ER. - -E 6ENERAr CC\ - CR 5 RE = °0\5 BLE FCF SG.EDLL N6 RECE ✓.\6 IN'/E\ - CR" N6 "A'.12_ N6 h° - AL_A - ON AND WARRANT' LAEoR REF- AGEr'E\ 3 ' SuBS - L'TIOhS ARE \C' Ai; - .CE . rEC AN" GLES" ONS RESARC \6 _ 6. N6 DEB 6N 5 -.OULD BC D'REC - 0 MA \AGEvE.N 'NC '20 VCR - - MA. 5" \En C - \E/ '• ORK CdE6 ATTV JC.N SA°AVARC CR D AV•D CER6OL. PwCVE '845, 638 -1450 *AY '845? 638 -0(26 ". 4) ALL Li61»T R. X'LRES 5 -AL.. BE CENTERED h T. . e - nr+E}!E S-G N J h O NOTE 4_ CENTER A_L CAN '6 ,1 'S 'N C EN T ER Ce AGGOUS - GAL GEILIN6 TILES UNLESS OTMERW SE NOTED / Q, a- 5 3 vner � r V �''QAGK - 5-_ _. LA`"- h GE _'\6 f 5_ , ez +.6 %eA °AN •Ntr M - 4 I 1 r _. II it • .4 n * - vAX w 5 C I "' rc r - --- 0 -E A =i. A \ LIGHTING FIXTURE SCHEDULE * — SAX = 6. (--° T-EaR 5F C -- -6 -� \ =A\ _= IRE ►: *-2 EL) en, 14Pp ?003 °LRAM, CFVTE. 4 !Raw . ana gyp. a.. >xs..s,,. • a_:yrr .s zz -rte t'*. - a ..1000.4.1 Y.1• rK. t« Z T. per.# towage ercima, 9K. tr. +•+ 'Ow a/mow 41.411 c+� .ors+ ,, We —..s- -. ,, .* d 0 CIU, p lo PICILI O 0 114 V DATE: SCALE: DRAWN BY: PROJECT No A03004 M N IC A 1.1 co to et z u I- in 3 M 5C O M ~ • • ACCC Q < - cc < = x al c 7- 0 1 c t 2 V . 5 2 T- c a o p A Z m Q E C „ � a '°FI ( ?EG!8 _ D IIII w . V�v MI THY G LE ER 1,17E 1J4 3,:R /Oa SHEET. I'4 = .R A4 S L. . . . . . • . • .. . .• . . 7 / / r3B \ , \ \ \ / g t " g g a 0 0 INTERIOR ELEVATION - NB 1D-31 0 0 INTERIOR ELEVATIONS I - GRA.H1G - 0 --1 ( e- 9 \-- ---NEel 5' se.xsera. sAse LE - N-S 0 4 6, 5,- P 0 INTERIOR ELEVATION 70. ::7• CAE \ETS BE T -0 CA. P-6 \ G - \5 . • 0 \ \NE, SEE BHT A:. 0 INTERIOR ELEVATION 1:11:1 G=. • .• • • • .1 . ri. INTERIOR ELEVATIONS (WOMEN'S TOILET ROOM) ENS TOLET ROOM SW.LAR/OPP HAND. - - ".—B1 E NS ET - 45-AZ i , j_ • • 1 AOC-C...ST - NC= 0 INTERIOR ELEVATION 5G AL i14" , -0 1 (Pe- - J \ -6 ; 0 INTERIOR ELEVATIONS ANNT1•11111114111=1111111f P-6 5`/ER.SE\C-s" C L rff Il Toci,..er PAPER 0 SHALL NOT BE A 1" 114A CONTROL CE1..'VER.' OR THAT 00 NOT A■_;_01N C.ONT NUOLB PAPER r'...0eN ET - - AO0-0.T GA- OE - c. CF. - NLE 0 B-0ALE 1/4" • ------1 1 ANCE., EM EAT A.7. 156.5.2..4= A- _ 15 ..-,AZAC. ..s I I I I I I I I - .1 i° , zzo=11 I Itrill !ll T. 0 t I - 0 0 INTERIOR ELEVATIONS (CONT'D) • r — — I I, I I • I I I I I J 5L.B.°F.-NO'EC. AC-SO-ET CA- C: - NG SL.SPSN:SEO AGOOLST N•5 4 - CRAP- SE EAT -A.2 E.L.A_E" = = 0 SC-A-E = Of I AVIA APPROVED MAY 2 2 2003 riTT4 SCALE 1,6 SCA...7 1.4 - I - A03004 -Jr •LL APR 2 4 1003 .711,1.1 . ago•raLaL44:- ova spre"F".. a-4,w ..400,01. Rd . 0.9.11s.14,•• • 4.11M 14. eegv•los •,• .110 ora•Asa• 40, srs•vr 44 4444. "net, OM'S* WV. 1+ 1111AMRS. 11.11 4414 i.O.D.• 1....11•01 ...a 1.1111, . - a; 4, • • z 0 0 1 ILL! .11 ILLJ ce 0 E LU • a 4 5_ R.S. —_- I 3 GC`s° STR, * - C 5 - R..G' ABC /F- CCM °4353 C\ S -1i: c.a. C D EA SE S`d G 4`� - RA \— 12 -O' c C EA I 12 GQ S.ANNEL AT At O.0 • - - f6. A L - 3s 16 3 -C':i OR .3 AL..: 15 E _ \ ° -sue 5R 11\5 _C 5 5 C t 'e..C - .� AE C .1 n O TYPICAL CEILING SUSPENSION SYSTEM ®TYP. DIAG. BRACING CONN. TO DECK 0 ATTACHMENT TO STRUCTURE ABOVE —3 5/8" TYPE "X" 6"PSLM ECAR: ATH TAPED .JOINTS SANDED 5MOO CARE - .C. t 5 DS LEA "- ! 5 5 X 2:55. •/5 • 6 C _ CC4 =\ EX 5 \6 CCNCRE S- AB ®SECTION THROUGH DISPLAY PLATFORM 7 CERAMIC TILE TO CARPET TRANSITION ANC.-.OR - C ST1R.G APAVE. E 5 A /E4 GA_ .AN6EF *I R_5 4g C G EA AA DA.S E _ \E \^. GA"ES 5,32 -C_E DR __le ■CR ECL A\.: AP C3 ..;NG 5 E /LL ■w^ S /4 � — (4, 8 SA- 45° 5 °LAY i' FES A 3' /ER" STR;.' 12 -O" 0 ERG. WAY T /b" ME - AL HA. CHANNELS AT lb" C.G. PERPENDICULAR TO CA GHANNE_5 PLAN VERFY THAT THE SHOWN METHOD OF ATTAC$'(ENT IS ACCEPTABLE WITH THE ON -SITE COORDINATOR F NOT, CONTACT ARCHITECT FOR ALTERNATE DETAL. l� 11 I \ ° ° \ `ATTACH FOR LATERAL SUPPORT ONLY j it i ill I�t III I I11 1 111 LI''�I Il�lllill ()BULKHEAD SUPPORT DETAIL Z L ELEVATION 15 SUSPENDED GYP. BD. CEILING BRACING 14 SUSPENDED CEILING BRACING SCALE •1 -O o E.. 5 - . R G* PECK. "B R<E .E4 ==6C - T n4O.._.: ' _ \t "' --- -GC \G ■_CCR S_AB vA< "BLAKE x"C -CCC M_ - A_ - RACK n -- ° \S \ —SUS•ENDED GEILIN6. - -P N:S+i PLOOR 7. X3 X G_ • a,\S_E A — E L X:555; S e-.= —�-•�- ° A\_ A — s C �•EhE - C T -MIN 8 6A4./6E WIRES SCALE: NTS 11;111 111 ;1111 V•:,- :r\ CR :75 5-C' S_AB A 2 CS (I .0 B C f • 5 -C _E .OR G E ...NS, 5 LE /E -E:: (4, 8 5A 45° G° - A" n RES. A EVER 12 -O" OC. EA 0 RE_ ON MAN RI,NNER IIl Ii;;l SUSPENDED STRUT DETAIL '5..QGE v=c�ER = r _____CAR.3- - ...A\= - C\ (_5 - G -s \\`_ A = 2 L\9 R.. - A - - C xR e 1.-0C.6.•5 C4 : X 2 __ NEn 11 VCT TO CARPET TRANSITION 3 5.5 �'TA_ — g' 5 It • :es. CC =-CCs b.G - C °RC/0E EON- \:5 AGE\ -; EX.S- \5 ._AS — 5, 3. - X . 5..° ED GONT. 25 A. BC TR =.,:,< l •_CCR\b a EASE ' A A— i (SE-E °_ANS' L � EX'STNG GONGRE - E SLAB ®TYP. BOTTOM OF PARTITION DETAIL SC A.-E . : _ . ANC -CR - C AEC /= 8 GA /ER CAL ...ANGER AIR_ a 48 C C — 1/2 Em- GCS° S"R.. T'6 - TC SSG ABC /E GCWP•ESS ON 5"R,. RES. D 6 EAC■ SE Su C 12 -C C C !AC AA" - E 4 Er' NO OVER vAIN l•- \\ER CR055 TEE . GOB:. - a 398 X 296A NOTE: FOR GE LING HE Gµ-r 5EE RE ■'_EGTED GE L'N5 PLAN. i ECAL!• I' - O " 8=' .3si DA* CZ 5 t E.% E Ar3OIE ■ \ 5.. C_0 S • C-5 - ■ _ C C HEADER DETAIL (D DOOR JAMB / HEAD [TENANT; LCA °RC° _E - NEn ` _GC4 \G EX S- \G tT ()THRESHOLD DETAIL 41 ♦ / �! A- 57.0 • 1' 0 r. a 5 _ - ' : • \ s ° 9C - - E 733 C /ER = 5 L ` A\r _AVM MAX [SALES GE'L'Nb PANELS, TY�. TYPICAL SUSPENDED ACOUSTICAL CEILING . I" EXTERIOR EX -R.CR GC\GeE MAY 2 3 2003 M»I tL CITY Of 1U 15 APPlinYtO SG A-E 3" . , -C" Vi OF ttMNnln APR 9 9 2003 'ERMI1 ,.EW iER R5 VER` GA_ S =_ 5 - :; B_AG< R \ E` C4 C - -ER A °O RC - /E: EGLA•- RE C \S s 43 s 2 -0 ' C EA AA" b GA JEW` GA_ A RE »A\6ER • 4 - C O C- EA AA" --ID NO I VER. CAL VW. A 5"6..." = ASTENED TC THE MA N R.. \\ER, 5»AL_ BE EXTENDED t I E\E.^. TO THE STR G URA_ `AEmBERS 51...OR'TN5 `.E RCC. CR =_OCR 4E! CV!. THE 5`t - S.ALL BE ADEOLA"E TO RES ST ThE VER- G Ar CO'N°RE55 OV INDUCED B?' THE BRAG NG A RES. i. T EGE HCR ZCNTAL RES \- °ONTS 94A.-- PLACED 12' -0" OR -E33 C.G. IN LCT. D'R_°C - IONS •OIN - 5 Y1, 6' - ERG. Ave AAAL. SCALE 3 -0 1M. DATE. SCALE: DRAWN BY. PROJE:.T No A03004 a.•q.0 s^wn. r •- - a..nn.4,..$ sees oM1tt. sec « N trm e� -seers a■:■ -••. , . IS. r.M:+at r ,.�c. ,41.! s.+OJAaosire ...as IS Hale S.S. a e.t 01804,4106#11 • te5;t .w^ .1050 0 V N ea � C C GJ 10 AZ • M iatg • W Vf M t~ ott • • SHEET. ?iiC? As xo� �o s 4-0 u a cE Q Q cc zi GI -J E 7 3 v E o � . N 13 • C a S E ` ^ • o 0 A6 g § � rX a r S E - IC -- H I I I APPLIANCE MECHANICAL /PLUMBING ROUGH -IN PLAN C. W . H.W W. I.W. F.S. F.D. G.T. )% = COLD WATER = HOT WATER r. WASTE = INDIRECT WASTE = FLOOR SINK = FLOOR DRAIN = GREASE TRAP +DIM.= HEIGHT 10 CENTER LINE OF OUTLET BOX ABOVE FINISHED FLOOR. PLUMBING LEGEND 2. 3. 4. fr PLUMBING NOTES 1. REQUIREMENTS SHOWN ARE FOR FOOD SERVICE EQUIPMENT ONLY. SEE PLUMBING PLANS FOR ADDITIONAL REQUIREMENTS. SEE EQUIPMENT PLAN AND SCHEDULE FOR ADDITIONAL INFORMATION. THE 'P.C.' SHALL PROVIDE ALL ROUGH -IN AND FINAL CONNECTIONS REQUIRED. CDT REPRESENTS ROUGH -IN LOCATION DOTTED LINE REPRESENTS FINAL CONNECTION. • CIRCLE REPRESENTS CONNECTION ON EQUIPMENT. • • FINAL CONNECTION AND CONNECTION ON EQUIPMENT ARE SCHEMATIC ONLY. NO ATTEMPT HAS BEEN MADE TO LOCATE THEM DIMENSIONALLY. 1/2" HOT WA"ER STUB - IN - DISHWASHER O +11" AFF. 2" WASTE STUB -UP 0 +1I" AFF FOR DISHWASHER. 5 � GAS UE S °UBBED -UP THROUGH FLOOR INTO CABINETRY 0 CITY o V MAY 2 3 2003 ALA 4 , c.L PLUMBING KEYED NOTES SUPPLY & WASTE HOSE BOX (WNiTE). MOUNT TOP OF BOX 0 +42 ". 1/2" HOT & COLD WATER CONNECTIONS & 2" WASTE CONNECTION. FOR WASHING MACHINE I/2" HOT & COLD WATER STUB — INS 0 +18" AFF FOR KITCHEN SINK. 1/2" HOT WATER STUB - IN - DISHWASHER 0 +2" AFF. 2" WASTE STUB -UP O +2" AFF FOR 1/4" WATER AT +36" AFF. 6" DIA. DUCTWORK STUBBED UP FROM U SEE MECHANICAL DRAWINGS FOR CONTINUATION (EACH COOKTOP MUST HAVE ITS OWN INDIVIDUAL DUCT). GAS LINE STUBBED -IN AT +12" AFF. RECENEp APR 2 4 ?Rol A03004 ... •... -Is wall pp. n a•a...•.. 1010011,11 w 0 ..�.� . 11 . 1., r . a I& .w.: *Ps' .c c.s..y+ .wa1 c1[ oroma& tome -:r a•lG a.01111 . oncc .i " soars •'mow.^ ...ft-v. r . w� t 11,14 r. t. IIy fptw t+s 41.11.16 a /Mg .4, 91 ter wa SIMSAS¢flwa .oa. "a1[. + araataw a/ tO 0 CD Q 4 C C cu c r V � s �•- O • tD 3 Vf M • 11 CO U) Let DATE SCALE DRAWN BY: PROJECT No • • Q a/25/03 SHEET: I/4".1 _O., KGS AC. CC A7 • V = J.8. D.R. S.R DC.O.= KW = HP = +DIM. = APPLIANCE ELECTRICAL ROUGH —IN PLAN ELECTRICAL LEGEND VOLTS PHASE JUNCTION BOX DUPLEX RECEPTACLE SINGLE RECEPTACLE DUPLEX CONVENIENCE OUTLET KILOWATTS HORSEPOWER HEIGHT TO CENTER LINE OF OUTLET BOX ABOVE FINISHED FLOOR. ELECTRICAL NOTES 1. REQUIREMENTS SHOWN ARE FOR APPLIANCE EQUIPMENT ONLY. SEE ELECTRICAL PLANS FOR ADDITIONAL REQUIREMENTS. 2. THE 'E.C.' SHALL PROVIDE ALL ROUGH -IN AND FINAL CONNECTIONS REQUIRED. 3. ALL RECEPTACLE SHALL BE WHITE (NOT IVORY) WITH WHITE COVER PLATES. Cd DUPLEX 110V RECEPT. O +44" AFF. 220V RECEPT. 0 +36" AFF. L■) DUPLEX 110V RECEPT. ® +76" AFF. DUPLEX 110V RECEPT. C +72" AFF. 110V ELECTRICAL CONNECTION DOWN THROUGH OWNER PROVIDED POWER POLE. ELECTRICAL SUB- CONTRACTOR TO MAKE FINAL CONNECTION TO APPLIANCES. !" 110V ELECTRICAL CONNECTION DOWN THROUGH OWNER PROVIDED POWER POLE & OWNER PROVIDED LOW- VOLTAGE LIGHT FIXTURES. ELECTRICAL SUB - CONTRACTOR TO MAKE FINAL CONNECTON TO APPLIANCES AND LIGHTING. DUPLEX 110V RECEPT. STUBBED UP IN MILLWORK. 220V RECEPT. STUBBED UP IN MILLWORK. J- BOX W/ COAX COILS 0 +48" A.F.F. CAT 5 (CPU) ELECTRICAL KEYED NOTES ,ar DUPLEX 110V RECEPT. & COAX ® + DUPLEX 110V RECEPT. ® +18" AFT. 220V RECEPT. C +18" AFF. DUPLEX 110V RECEPT. 0 +42" AFF. B C ._ 1, 4 = -C (3) DUPLEX 110V RECEPTS. C +36 ". +48" & +60" AFF. DUPLEX 110V RECEPT. ® +18" AFF. DUPLEX 110V RECEPT. & COAX 0 +36" AFF. DUPLEX 11CV RECEPT. ® +20" AFF SIDEWAYS. DUPLEX DED./150. 110V RECEPT. & DUPLEX PHONE/DATA STUBBED UP IN MILLWORK. DUPLEX 110V RECEPT. & COAX Q CEILING DUPLEX 110V RECEPT. 0 +36" AFF. 3-Il DATE. SCALE: DRAWN BY: PROTECT No . A03004 - _wmc .r- '4.C: ,o ore =*o aWC+: ....goo Its ==O e: •.. :- ay.ew' .(. .."..Mi.. r a.e.r r., x - a w,w.- -. , ; Z':. -•[t r0 t.+s- ' �". war" • 010111y:> 1.) § t t ; 3 M SC 0 L • 0) I`■ 0 r•+ U, C.7 V i • • 5750 GISTEN VC I (A IVOTHY G. PL t G ATE OF WASHI G 1►N 3/ 15/O3 SHEET. I /4 KGS A C -vv'" A8