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Permit D03-228 - SOUTHCENTER MALL - ZUMIEZ - TENANT IMPROVEMENT
ZUMIEZ 1008 SOUTHCENTER MALL D03 -228 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT Parcel No.: 2623049004 Permit Number: D03-228 Address: 1008 SOUTHCENTER MALL TUKW Issue Date: 09/08/2003 Suite No: Permit Expires On: 03/06/2004 Tenant: Name: ZUMIEZ Address: 1008 SOUTHCENTER MALL, TUKWILA WA Owner: Name: WESTFIELD SHOPPING CENTER Address: 11601 WILSHIRE BL, 12 FL, LOS ANGELES CA Contact Person: Name: DAVID J. MURPHY Address: 2101 NINTH AV, SUITE 211, SEATTLE, WA Contractor: Name: JAMES M BARB CONSTRUCTION INC Address: 10701 RANCHITOS RD NE, ALBUQUERQUE NM Contractor License No: JAMESMB099KO Expiration Date: 06/26/2005 O F- w w DESCRIPTION OF WORK: h- H PROJECT INCLUDES THE INTERIOR DEMOLITION AND RENOVATION OF A 2720 SF RETAIL SPACE INTO A ZUMIEZ u- O RETAIL STORE. PROJECT INCLUDES NEW FINISHES, STORE FIXTURING, CASEWORK, STOREFRONT; LIGHTING AND LLj Z MODIFICATIONS TO THE EXISTING MECHANICAL AND ELECTRICAL SYSTEMS (SEPARATE PERMITS) U O I' Value of Construction: $ $130,000.00 Fees Collected: $1,921.39 Type of Fire Protection: SPRINKLERS /AFA Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 0023 Public Works Activities: Channelization / Striping: N 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 Storm Drainage: N Street Use: N Profit: N Water Main Extension: Water Meter: doc: Devperm N N Private: N D03 -228 Phone: Phone: 206 341 -9875 Phone: 505 883 -3666 Public: N Non - Profit: N Public: N Printed: 09 -08 -2003 z =H JU O 0 • w J H � LL w O 2 J u_ Q = • d r~- I- O Z H W • W • 0 O- z doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: I hereby certify that I have ordinances governing this The granting of this permit regulating constru or Signature: Print Na e(.6c,e 7/(}Ate Date: 09/a/0 read and examined this permit and know the same to be true and correct. All provisions of law and work will be complied with, whether specified herein or not. does not presume to give a ority to violate or cancel the provisions of any other state or local laws m a of work. am authorized to sign and obtain this development permit. Date: ,r9/q/ / permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D03 -228 Printed: 09 -08 -2003 Parcel No.: 2623049004 Permit Number: D03-228 Address: 1008 SOUTHCENTER MALL TUKW Status: ISSUED Suite No: Applied Date: 07/31/2003 Tenant: ZUMIEZ Issue Date: 09/08/2003 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: 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). 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 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. 10: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 11: ** *FIRE DEPARTMENT CONDITIONS * ** 12: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 13: ** *FIRE EXTINGUISHERS * ** - UFC Article 10 and NFPA 10. 14: 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) 15: 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. doc: Conditions City of Tkwi1a Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS D03 -228 Printed: 09 -08 -2003 4 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 16: 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) 17: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 18: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 43, 4-4 and 4-4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4-4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not complete, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4-4) 19: * ** EXITS * ** - UFC Article 12 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: 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) 22: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) 23: 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) 24: All exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 1 1/2 hours in case of primary power loss, the exit signs shall also be connected to an emergency electrical system provided from storage batteries, unit equipment or an on site generator set, and the system shall be installed in accordance with the electrical code. (UBC 1003.2.8.5) 25: * ** SPRINKLER SYSTEMS * ** - UFC ARTICLE 10 -NFPA 13 26: Maintian sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. 27: 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) 28: 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. 29: 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) 30: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 31: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance doc: Conditions D03 -228 a t, Printed: 09 -08 -2003 tei3Y . s.. M- w.a+.w..-. ^ »�v rrr bwa..l i+wyar + ""r 4:irrr+r�.n wr���rrr�Anwnlr��IM #1900 and #1901) 32: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 33: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or th- •erformance of work. Signature: Print N doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 D03 -228 Date: Printed: 09 -08 -2003 �.u. woof Site Address:C0— r.,(. Tenant Name: ZU.W(,t 'Z.. New Tenant: X.... Yes ..No Property Owners Name: v45 r Mailing Address: lite() t tn?lti,rjlgal e gpV t,5\1t lZ 51-001 t35 A` ligG5�v s CA 6 1002S City Name: Mailing Address: f4lN."E -t 7 t 5 x E -Mail Address: GENERAL CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** .. ARCHITECT OF.RECORD - All plans must be wet stamped by Architect of Record Company Name: Mailing Address: 2 Contact Person: E -Mail Address: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: Contact Person: E -Mail Address: tapplications'pctmit application (3•:003) 3/2003 CITY OF TUKWILA — . Community Development a- . iartment Public Works Department Permit Center 6300 Southcenter 87vd., Suite 100` Tukwila, WA 98188 J Mu- tt`E 2, to Mc R� - rf a P► s i ; Nit rv� S t 1 t� o g r St\,ta - OA r e'c +s@ bar -:5 . b 2. 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 ** Day Telephone: '2OC.c — 341 -9 BIG -►� 21 t City State Zip AIN\W - OM/ VM UCIA/ky \ afire_(_ CZIvt Fax Number: ZO — 3+1 ' ct 1--/ 1 Page I Building Perm Mechanical Perrnit No ; Public. Works Permit No Project No. " .... ; . (For . office use only) .. City Day Telephone: Fax Number: 01PA.*!;* m. tpbw s, AtAY1N'YW+.X151'yiN!1'�k^fY' ,tt++;etaxvrtHly}�i_unh vW".• • arr a rtrh'• •n.t..w y. •.r. King Co Assessor's Tax No.: Suite Number: 4100 Floor: State Zip State City Day Telephone: Fax Number: Zip 2 1 S1 AT 1.1 \NR 181 - City State Zip Day Telephone: 2_0(o ` 34 t- ef5 7 ww.5r e vvkAAAr kA i \J - -sreX C -YN' Fax Number: 2200 — 34 t —91 SE• TTLS State Zip 206- k - 33 - Ito •2 - - 44so Mt )f3UlLL11V(>i Y t. 4W i lulu -.hub- 441 7 .50 IV Valuation of Project (contractor's bid price Scope of Work (please provide detailed information): 2 DJ • '1 ea IAA • J IL 1 t.1 tTh-lC m V 1__ ■ C.•. lua .a.Z i1L 4+317 N■017 IFte- ATIO - ice Byte S)q5 onfe tAio-tC L p►iMrP ctrTzICPr4- 5.`f 5 Will there be new rack storage? 0..Yes ja. No 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. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 ....Yes 0 ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Z.: Sprinklers \applications■permil applicatiun (3.2003) 1/200) h� Page 2 k tom Existing Bu .ig Valuation: $ taa I �� sar :l.'s 7:1 r .l If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below Will there be storage or use of flammable, combustible or hazardous materials in the building? 0..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. ..Automatic Fire Alarm • D.. None 0.Other (specify) DES Existing Interior. Remodel Addition to Existing Structure New Type of Construction per UBC Type of Occupancy per UBC 1'.' Floor 1-1 �D 2iSe) ^ 2 " Floor 3t° Floor Floors thru Basement Accessory Structure* Attached Garage - Detached Garage Attached Carport . . Detached Carport Covered Deck Uncovered Deck )f3UlLL11V(>i Y t. 4W i lulu -.hub- 441 7 .50 IV Valuation of Project (contractor's bid price Scope of Work (please provide detailed information): 2 DJ • '1 ea IAA • J IL 1 t.1 tTh-lC m V 1__ ■ C.•. lua .a.Z i1L 4+317 N■017 IFte- ATIO - ice Byte S)q5 onfe tAio-tC L p►iMrP ctrTzICPr4- 5.`f 5 Will there be new rack storage? 0..Yes ja. No 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. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 ....Yes 0 ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Z.: Sprinklers \applications■permil applicatiun (3.2003) 1/200) h� Page 2 k tom Existing Bu .ig Valuation: $ taa I �� sar :l.'s 7:1 r .l If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below Will there be storage or use of flammable, combustible or hazardous materials in the building? 0..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. ..Automatic Fire Alarm • D.. None 0.Other (specify) DES PUBLIC WORKS PERMIT INFORMATION — 206 -433 -0179 Scope of Work (please provide detailed in. .illation): Water District ❑ ...Tukwila ❑ ... Water District #125 ❑ ...Water Availability Provided Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ ...Total Cut ❑ ...Total Fill Water Meter Refund/Billing: Name: Mailing Address: la pplicationstpermit application (3.2003) 312003 Please refer to Public Works Bulletin #1 for fees and estimate sheet. cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size.. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public _ ❑ ... Water Main Extension Public _ FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Name: Mailing Address: Call before you Dig: 1- 800 -424 -5555 ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line „ WO# WO# WO# Private Private ❑ .. Highline Sewer District ❑ ...Tukwila ❑... 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. ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ .. Maintenance Agreement(s) ❑...Hold Harmless Proposed Activities (mark boxes that apply): ❑ ...Right - of - way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ .. Right -of -way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ .. Work in Flood Zone ❑ .. Storm Drainage Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Page 3 City ❑ ...Renton ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size City State Zip State Zip Day Telephone: Day Telephone: day.s,:awW:a:c:a� Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <IOOK BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler 3 -15 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+ IIP /1,750,000 BTU Heat/Refrig /Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator – Comm /Ind MECHANICAL PERMIT INFOR' `,TION — 206- 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: '`: 6.(? Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Expiration Date: **An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New ....ID Replacement .... Commercial: New ....0 Replacement ....0 Fuel Type: Electric 0 Gas....[] Other: Indicate type of mechanical work being installed and the quantity below: PERMIT APPLICATION NOTES - Applicable to all permits in this application Value of Construction – In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review – Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. 1 HERE PENALT BUILDIN Signature Print Name: Mailing Address: lapplipnon$ permit applicalnun (3.2003) 3/20)3 City state Zip Day Telephone: Fax Number: ERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER RJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. ,4Ul HORIZED AGENT: alib Rut?" 0 ' Page 4 l City Date: ' 7/ - 30( Do Day Telephone: C -7375 c = 78/2/ State Zip Date Application Accepted: 7 - ,0 3 Date Application Expires: Staff Initials: • +.,;; vieuiy". t..{+:,• is»��cl+l'..'a`'.,'.`+aukiJtJu; i tl � t. Eaii[yt i �a y'aCi ":'41:' �S: TRANSACTION LIST: ACCOUNT ITEM LIST: Description z RECEIPT =� , W re 2 Parcel No.: 2623049004 Permit Number: D03-228 6 D JU Address: 1008 SOUTHCENTER MALL TUKW Status: ISSUED v 0 o Suite No: Applied Date: 07/31/2003 co W Applicant: ZUMIEZ Issue Date: 09/08/2003 UJ H W LL WO 2 Receipt No.: R03 -01323 Payment Amount: 47.00 g 5 u. ? N Initials: SKS Payment Date: 10/31/2003 09:03 AM Z W User ID: 1165 Balance: $0.00 Z H H O ZI- W Payee: JAMES M. BARB CONSTRUCTION v o O N O I` W • w Type Method Description Amount I r— LL Payment Check 10347 47.00 tllz U = O~ doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PLAN CHECK - NONRES Account Code Current Pmts 000/345.830 47.00 Total: 47.00 425!.6 11/03 7716 i0 AL 47.00 Printed: 10 -31 -2003 z Parcel No.: Address: Suite No: Applicant: Payee: doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 2623049004 1008 SOUTHCENTER MALL TUKW ZUMIEZ Receipt No.: R03 -00932 Initials: SKS User ID: 1165 TRANSACTION LIST: Type Method Description Payment Check 8707 ACCOUNT ITEM LIST: Description MURPHY VAREY, P.S. PLAN CHECK - NONRES RECEIPT Account Code 000/345.830 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 755.14 Current Pmts 755.14 Total: 755.14 • i 08/01 "'I :1.6 T P AI D03 -228 PENDING 07/31/2003 755.14 07/31/2003 12:10 PM $1,166.25 Printed: 07 -31 -2003 Parcel No.: 2623049004 Permit Number: D03-228 Address: 1008 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 07/31/2003 Applicant: ZUMIEZ Issue Date: Receipt No.: R03-01093 Initials: LAW User ID: 1630 City of Takwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 Payee: JAMES M BARB CONSTRUCTION RECEIPT TRANSACTION LIST: Type Method Description Amount Payment Check 10143 1,166.25 ACCOUNT ITEM LIST: Description doc: Receipt BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 Account Code Current Pmts Payment Amount: 1,166.25 Payment Date: 09/08/2003 11:35 AM Balance: $0.00 1,161.75 4.50 Total: 1,166.25 'Y9/C! Printed: 09-08-2003 • Project: Type of Inspection: Address: Date Called: 4- /6- 3,- c.) 3 Special Instructions: ( KT" " .. _.... , Date Wanted: a.m. p.m. Requester: i)-11// 2.) ft/1 / e P/Ii PhoneNo: _ 3 el /- , 3 7 5 , 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 (206)431-3670 I: Corrections required prior to approval. COMMENTS: !.; Date ///S $47.00 REINSPECTI6 FEE REQUIRED. Prior to inspection, fee must be paid at b300 Southcenter Blvd., Suite 100. Ca Ito schedule reinspection. Receipt No.: Date: Prpjgc� E. � Type of Ins ection: ae., Address: /y Date Called: / r� Special Instructions: Date Wanted. a.m. } a � -7 a3 -I Requester: I Php a No: _ �j_ 0 ''— GI/ D — T tD 0 3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit 103" ,2a 8 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: L - L M » 4'; tPrt4'A f fi► a //9 4V "z:/J Approved per applicable codes. Corrections required prior to approval. $47.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: '2. 2I >'Y c Type of Inspection: r I I\J / (.._ Address: 1 Qo , S CI- YVt tF1 t--L_ Date Called: 10 - 1 — Special Instructions: 7 ' o .. ;14M rr,- Date Wanted: I o °i ( —c Z, a.m. p.m. Requester: cg-OhN Phone No: ct 09, -- )o r. )03 —Z2 S INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes: INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. COMMENTS: (9 c c► �L (r or: Date: / // � a .00 REINSPECTION I E REQUIRED. Prior to inspection, fee must be d at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Rec No.: Date: COMMENTS: 0 ei_ t erg/ 61 / ,/./ 19 / — ayse 5 F I) Type 4nspection,: Q �� L!✓t" °) 7n-e60/1,471//r / i ;,, 9 1 - /t/ .v Special Instructions: 1 4 a Date Wan LL _� a, // Requester: V 40)`' -l/ gAin 1 ;fi i - aco e,& 'y) Gdet ` 4 /o; l Sit il ie/ ) n/ — Rl r(1 - 6, , Pro i /fr! /ET2 Type 4nspection,: Q �� L!✓t" A d : LL �a 2 ess Sc r1�t� Date C all �0 - -/ ' . 3 Special Instructions: 1 4 a Date Wan LL _� a, // Requester: V 40)`' -l/ Pho .Q - /0 '- xa J W7.3 ii:pl::.tYS Ca ..a.. -.; ti,.::1:.a.r:rC,.y:wx...,atL�': •. w:i..A+.. u. :w+u,iM^r' .'tr_. i3k . " s�1;�Y::;U.h'.w«�.'17fn`rzf �ww1i,. �ri;.ur,44 �.i.s_. w.�..i...:,: { +. %,.j: ci4 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 -367 El Approved per applicable codes. tor: $47.00 REINSPECTION FEE €QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter BI d., Suite 100. Call to schedule reinspection. PC Corrections required prior to approval. Date: / — / 0 Receipt No.: Date: z � re W 6 -J 00 co co w W= H CO u_ WO H oI- W W I- H L' O z W = O ~ z Project: U� �. Type of Inspection: v4{ Wll k Address:: ran 50,A- � �,- .�fal ate Called: 10 Sp cial Instructions: Date Wanted: )0 a.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 Approved per applicable codes. Corrections required prior to approval. COMMENTS: i) Ei.pArx(-61 a rproNioli re'G4 (,J i re-64 S 0V0hA4 e V 1 1S1rAn I At (i 'J oc- - r d&te iI ( Inspecto DD Date: ) 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt N9.: Date: COMMENTS: . Typ of Inspection'. iiIi I 11 0) . 64)2. oil rte Called: 9 ;40 (2 _., Special Instructions: . Date Wanted: i.Lae Requester: „--, ..-v-s-, . A--t. Phonel Q ---- t3 Er; 0. 4 A- t tii.,..fia,:(r.e- — r t 4; . i ....,....., \s, Prpj ct; 11Gt Typ of Inspection'. iiIi I 11 A dress: . 64)2. oil rte Called: ( 9 ;40 (2 _., Special Instructions: . Date Wanted: 3/4V(2 Requester: 1/1171 Phonel q ( 0 41)0,3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwija, WA 981 88 Dcp-3 - a (206)431-3670 ' , Approved per applicable codes. Ins ctor: Receipt No.: El Corrections required prior to approval. r ;71 Date: 7.00 REINSPECTION FE REQUI ED. Prio] to inspection, fee must be paid at 6300 Blvd., Suit 100. Call to schedule reinspection. Date: Project: TypepLInvection: ,. Address: 1)g ci c . C) ma 1 1 Date Called: ,_ ,.- 10 3 Special Instructions: --' Date Wanted: Requester: l')6)(10414__ PhAne No: erox> Lig) - 1-7/0 03 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 ',proved per applicable codes. COMMENTS: 0 lis dr: 7.00 REINSPECTION EE REQUIRED. Prior aid at 6300 Southcenter Blvd., Suite 100. Ca Receipt No.: INSPECTION RECORD Retain a copy with permit Ei Corrections required prior to approval. - -e" - 0 `-e'Vv■.A/A0N.A. Date: to inspection, fee must be Ito schedule reinspection. Date: Project: • 2 f k- << ec Tye of Inspection: 1 r C., )‘,_.I ( Address: Date Called: Spe l instructions: Date Wanted: ; a Fail, 1 03 (.?' 1 Req ester: j ri [oh u,.,e P /l). • q10 '- `/ one No. �,-� (g � 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 R Approved per applicable codes. Corrections required prior to approval. COMMENTS: o0 h - 1 - In 1 �s ) ector: ) Date: / q — . ° 5 $ 7.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be p id at 6300 Southcen er Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ProjAct: .., Type of hyspection: Address: b ( S .( . frict i i Date Caged: 1 .0/ 03 ----, Special Instructions: Date Wanted: b 4 ../.... 2 /1 Requesker: (.1 )01/1 7( /1 (4..IL Phone No:( 970 .., INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 bi) (206)431-3670 pproved per applicable codes. Corrections required prior to approval. COMMENTS: v 5e - u S Cif r -- VVYA 1/1/1 tr‘r ) t CfP 4 3 VA r Chr\A r C ( Inspectorr Date: r. 1-1 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project Info . .. Project Address Z U IAA S• No changes are being made to the lighting Watts/ Fixture Date •7 - ? --03 For Building D Use RECEIVED r 171'rl� ?It!<L1I�,k d°� AUG 0 1. 2003 PERMIT CENTER ^ �= Y ,I�UL l �p�j c}( � k ``' ( 11 p ,,,, 4" (00 �J . 11A—&t `' I �( (Q�' V IA c10(g J • • • ‘ Applicant Name: 17��� – 0.3 WIft Applicant Address: . ( 0 trx'({I� f+��e � e 2 , 1 1 / el e, 1 k r Applicant Phone: (20G) . I - a 67s Alteration Exceptions • No changes are being made to the lighting Watts/ Fixture Watts Proposed Covered Parking (standard paint) (check appropriate box) Less than 60% of the fixtures • _ :. - r 0 . - • • • • • Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Covered Parking (standard paint) S r:t.." .—t Le , sit/ PI 1.02 0.2 W/ft2 Covered Parking (reflective paint) 0.3 WIft Open Parking At.? 1 5 216,3,3 0.2 W /ft Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 1 y . , 7 Location Description Allowed Watts per ft or per If Area In ff (or If for perimeter) Allowed Watts x ft (or x If) Covered Parking (standard paint) C,11 of I L AYtILA APPROVED 0.2 W/ft2 Covered Parking (reflective paint) 0.3 WIft Open Parking At.? 1 5 216,3,3 0.2 W /ft Outdoor Areas • % 3 H:.1 r di 0.2 W/ft Bldg. (by facade) T , __ M� 0.25 W /ft Bldg. (by perim) is i r� -i 1 Y3_ Dk ''(L' r�.. 7.5 W/if Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watts Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts CITY OF TUKWILA Buildin • Division Lighting Summary LTG -SUM 2001 Washington State Nonresidential Energy Code Compliance Forma June 2001 • KJM Project Description 0 New Building 0 Addition Alteration 0 Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Maximum Allowed Lighting Wattage (Interior) Location (floor /room no.) bal 0 Occupancy Description s'n Go KF4 D'R Allowed Watts per ft " 1,9 +1,5 Area in fie 2t 193 141 " From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts Allowed x Area 1 I�� Notes: 1. Use manufacturer's listed maximum input wattage. For hard -wired ballasts only, the default table In the NREC Technical Reference Manual may also be used 2. Include exit lights unless less than 5 watts per fixture. Proposed Lighting Wattage (Interior }Ist all fixtures. For exempt lighting, not exception and leave Watts /Fixture blank. Maximum Allowed Lighting Wattage (Exterior) u se mtgr listed maximum Input wattage. For tixtures wltn flare -wired ballasts only, Proposed Lighting Wattage (Exterior) default table in the NREC Technical Reference Manual may also be used. X03 2Z6 1 Lighting Permit Plans Checklist 2001 Washington State Nonresidential Energy Code Compliance Forms LTG -CHK June 2001 - KJM Project Address 4:133 * m ,LL ` Ge _ 1 r cyo q 'Date 0 -03 The`following Information is necessary to check a lighting permit application forompliance with the lighting requirements In the 1994 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section i 'Component Information Requirec Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513 1513.1 Local control /access Schedule with type, indicate locations .t 1 0 1513.2 ' Area controls Maximum limit per switch 5 ?..d 1513.3 Daylight zone control Schedule with type and features, indicate locations k vertical glazing Indicate vertical glazing on plans r / A A overhead glazing Indicate overhead glazing on plans 1513.4 Display /exhib /special Indicate separate controls , D 1513.5 Exterior shut -off Schedule with type and features, indicate location _ r , 1 [� t WA � (a) timer w/backup Indicate location (b) photocell. Indicate location 1513.6 Inter. auto shut -off Indicate location N / 1513.6.1 (a) occup. sensors Schedule with type and locations .110 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans 1....._ � v 1 • b _ 4 1513.7 Commissioning Indicate requirements for lighting controls commissioning a. a. YO6 Lighting Sum. Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture (� i SI/l. I Elec motor efficiency I MECH -MOT or Equipment Schedule with hp, rpm, efficiency I CITY OF TUKWILA If "no" is circled for any question, provide explanation: RECEIVED r.ITY OF Tl1KWILA AUG 0 1 2003 PERMIT CENTER Building Division Do3 -228 r orr�upwrrw +u, rtti • Vr..'R rtd''!d� 4 RECEIVED CITY OF TUKWILA AUG 0 1 2003 PERMIT CENTER ZUMIEZ STOREFRONTS South Center Mall Tukwila, Washington SUPPORTING SYSTEM FII�F COP STRUCTURAL CALCULATIONS July, 2003 EXPIRES: 7 , 4 Prepared by: ACOFFM 1601 Fifth Avenue, Suite 900 Westlake Center Office Tower Seattle, Washington 98101 (206) 623 -0717 • -228 1,k1 9.M Ui our_ 0 0 , 4 1r 4 44 Lo VVO e• 2W.) z 1 1 61 Co( EH- itvs) (-- t AC-.; tAito , 4, .2 vip , . < (to p 2 --q > e 1') , ,;, 2 5 P't t4 •••■•■ 9 to 51; 1.75 IkAitte F96, 1.1r.s (j) 41, 4. 0 f ' be s 1 7) A70 t.4v g,e+ ■••••e• I I( fe) t 4,0 AFOFFMAN NGINEERS A +7 • • project t 10Cation ou enrirs-8 14 .• C„ont t\A . • a-. 4 by ‘" • date checked dato shoot no. 1/ t;r+t job no. r) , k+.1 . :14,t;.e.; 120.z:4 • x Coffman Engineers, Inc. MDE 03327 Zumiez Storefront Arch-South Center, Tukwila, WA July 15, 2003 1:59 PM 03327-zumiez.r3d • •Aaka " 4,441 ■■■041433.11244.44 4,6 • . 00•44. r• s' . ) , 1#. i ti C I 4 /12-i (-54 1 / 17 11 -- 1 1\1 73 :74 1 4 ' I C ACOFFMAN NGINEERS Mica e .1140 , cflont tviaL.PilY /4/1z-lexY p, , by 71—Al dote 7 /6 ":" checked data shoot no. lob no. (ed „ Mac.-Ii AZ It 1.".1\1(17:J/L ce...k .....nrevo.r7mv .nrrImmor..44.........m +m.o. s (;" , 1'8 11 • • r° oilt„ 2 (.4t , 8 1s s I LL (250 4 I- C.-C..IST1 1? (•1, 2 4 Vi 4,56' 6,0 0 ' .sS sow. ,.e• coo 14.4 4 qr:" 1.1)( fro!" ,Le- 4/ c-75,) .1 I • (4 • ' 7' CI RtivOW F R. M.67 44. 16 107 SMS „ 1\11 19 r en( witAi POT ir 1wes'„ 101R.ce* lersye.„ / e ) 0 tAct CtM 4 '4(; 1 4. Lrs) r.Pcf3.4.0ot1) a'? 3 \ (.‘ = (4) ((Z)* f.a. kir `A 1)1 Vr 2-513 z 140 d 1 I ( -;( TY AWOFFMAN NGINEERS proloc,Z0A,A 57"., iocatizom ciH. NAk-LL • 1 by data P t( chocked data sheet ro. e' job no. / Coffman Engineers, Inc. ' MDE Proto Type Zumiez Storefront Arch July 15, 2003 1:55 PM Proto-zumlez.r3d - ' ' "'` • ' • Anchor Diameter in. (mm) Embedment in. Tensile Bond Strength 2.3 cap tifr`j®C "C:r Steel Strength '• Depth (mm) t� = 2000 psi (13.8 N /mm lb (kN) l� = 4000 psi (27.6 N /mm:) lb (kN) tc?2000 psi HIT or HAS STD HAS Super HAS SS (304SS) (13.8 MPa) lb (kN) Tensile lb (kN) Shear lb (kN) Tensile lb (kN) Shear lb (kN) Tensile lb (kN) Shear lb (kN) 1 720 1265 1000 1000 1230 (45) (3.2) (5.6) (4.4) (4.4) (5.5) • 3 /8 31/4 1895 2705 2345 2115 4555 2345 3645 (9.5) (90) (8.4) (12.0) (10.4) (9.4) 1090 (20.3) (10.4) (16.2) 1875 51/4 2635 2800 (4.8) (8.3) (133) (11.7) (12.5) K �.._,.......,..,,,, /' 21/4 -- ) 1220 1575 1550 1660 1510 r ,,,_. _BI. , ( (5.4) (7.0) (6.9) . a,,,. (7.4) (6.7) 1 /2 1 41/4 2725 3935 4170 3755 8100 6480 (12.7) J (110) (12.1) (17.5) (18.5) (16.7) 1935 (36.0) 4170 (28.8) 3335 •-�� 6 4300 5295 (8.6) (18.5) (14.8) (162) (19.1) (23.6) 2' /z 1620 1985 2170 2200 1735 (64) (7.2) (8.8) (9.7) (9.8) (7.7) 5 /8 5 4395 5250 6520 5870 12655 10125 (15.9) (125) (19.6) (23.4) (29.0) (26.1) 3025 (56.3) 6520 (45.0) 5215 7 6025 8225 (13.5) (29.0) (23.2) (190) (26.8) (36.6) 31/4 2365 . 3925 4105 4425 4260 (10.5) (17.5) (18.3) (19.7) (19.0) 3 /4 _(_BF) ti'/a 4655 - „uo5 9390 8455 18225 12390 (19.1) (170) (20.7) (39.5) (41.8) (37.6) 4355 (81.1) 9390 (55.1) 6385 10 9515 12140 (19.4) (41.8) (28.4) (254) (42.3) (54.0) 3 3080 4800 4845 4970 5750 (95) (13.7) (21.4) (21.6) (22.1) (25.6) 7 /8 7' /z 7845 11020 12780 11510 24805 16865 (22.2) (190) (34.9) (49.0) (56.9) (51.2) 5930 (110.3) 12780 (75.0) 8690 111/4 13330 16645 (26.4) (56.9) (38.6) (286) (59.3) (74.0) 4 3445 4865 7185 7615 5605 (105) (15.3) (21.6) (32.0) (33.9) (24.9) 1 8'/4 8330 11635 16690 15030 32400 22030 (25.4) (210) (37.1) (51.8) (74.2) (66.9) 7745 (144.1) 16690 (98.0) 11350 12 15540 19525 (34.5) (74.2) (50.5) (314) (69.1) (86.85) 6 4645 7000 11800 11800 11800 (152) (20.7) (31.1) (52.5) (52.5) (52.5) 1 12 15490 20770 26080 23490 50620 34425 (31.8) (305) (68.9) (92.4) (116.0) (104.5) 12100 (225.2) 26080 (153.1) 17735 15 19210 26815 (53.8) (116.0) (78.9) (381) (85.5) (119.3) Anchoring Systems HIT HY 150 Injection Adhesive Anchor 1. Steel strength as defined in AISC Manual of Steel Construction (ASD), except where shear is limited by concrete strength: Tensile = .33 x F„ x Nominal Area Shear = .17 x F„ x Nominal Area 2. Use lower value of either bond strength or steel strength for tensile load. 3. All values are based on holes drilled with carbide bit and cleaned with wire brush. 4. For sill plate attachments. see tables on page 69. 1=1 HIT HY150 Allowable Bond Strength and Steel Strength for HIT & HAS Rods in Concrete 4.2.2 INTO w:: Hilts Product Technical Guide 10/98 .. �<4'r '41e0�t -VA:' '.AV c4..ternoto,,31i4nrxt +NOAV,,vrt s�.. ek:,-:,•.+..`. . can ■n;z::ntu :443f.r333.,3.vms,. tt, .. u. r3 33? s' te:+* z sy F:e +n�;^.t,!�rz .x'.ua: 17! /lb/2d03 12:03 2063419177 ;91 ONTRACTOR, ti ACCESS PANELS TO BE FURNIGHED BY04M ER AHD FIELD WSTAL/BO BY STOREFRONT CONaRACTCR 34' 4 REAR ELEVATION SCA/E 1/2 Is • 1 FLOOR CONNECTION SCALE' 1 * • 14 MURPHYVAREY HOT_ STOREFRONT CONTRACTOR TO PAINT Al/ yap PLATES TO LATCH ARCH PRE-DRILLED EI STEEL PLBYARCNUAW 17 OIAYETER 11LT1 KYAKBOLT EMBED 21N' r GROUT BELOW NL'LD PLATE eY ARCH MANUFACTURER HAM TO IIATCN ARCH 1N' X 2 suFPORTFLATE BYSTOR!FROHTCOMTRACTOR WNDCWWELD PLATE BY ARCH MMiUFAC URER 1' 01A comm FOR BION ELEC BY ARCH MANUFACTURER BY fir i ACT ORW.E CONTROL CUTOUT a- 3 Gs CENTER SECTION cua2 • • T - 0 ° PAGE 02 Types SCALE/ 3 • • rd!i z '~ W 6 O 0 CO 0 CO 111 W I —I I- I z � 1- 0 W • I-- • W U 0 O 1— W W 2 W z • � _ O F •z ;. ..y: isviu `c'.;ia.�ikai.ultS�a::L'.i.�i• _ �. �W� , � . �."h Nr - -, • ♦I i 1 • �� n " �tF � kk t, 1 ✓ i5 la ;$15 r3.d.ac � .. d °w :.F --(.. I•L 1I C • a 5'raP Avivr GaNreAGrae r0 aYOGO 5'/ 1. 5•reAP r0 al-0 PGA r0 ON ffO OG Af6N r0 G/O,P /ZONfAG fUBO ABOW, 1" If/ 0" X 1/1 " X GONG fG/ A5• PEOUICEO y X BY 5r0,P0 r,PAGYO�P BOTTOM OF MALL SOFFIT ELEV. 12'-0" VIF OPP /-/ X I BOriYOON rl9O `Ia P /ZON/AG X .g ABOI/O /G/O AeG/ ANO OAG/-/ OG 'r-/O 2 GAP / GGO fUBOS BY SraPOG,PONr GONreAGraP Ot. cri 0 if (fr IV L k1 / 6 - 4 k, c"* ( 7.- ((4- )4 Id ' r i-vT-L)\M/ &IJ 9-1),P 6 A. , ;E0 1„.; o ivrt s..A'A.1....101 (,) va u 4 4 ifY4v) I?" ( %+Tif) b i " C'DM-10 gis k (10 C<P , 51 - ( us-TreArL W-0) 1, A T'FVLA:Lo LA) 4 'f) 4 r5nis,cx. cf.,y ‘.e) . 4 • .11 ., ? s • t 6,6 MOTO ( kforki4.67.41 Y.) (1)(..(■1 .::;'S5 w CAGE. AFPFGIFN 4, project ZUMt2 Ure:vg,r.Ralt,fTez locaora entmzmAtL, rrukWiLeik ,WA cIent Moia.4(kfAm4.F_A' by r chocked dal° sheet no. 9/ job no. r'•; *^, • ' • A3.02 FOR SOFFIT NOTES SEE SECTION 10 0ri A3.01 FOICTRACK LIGHT,.GC TO MOUNT TO HORIZONTAL TUBE 1 /2'.. f/ (OXrA0 GGASS d Y 51'pk'#PeaVf c /fkicr ' 1 1 4 1 SECTION THRU SIDE DISPLAY BOTTOM OF MALL SOFFIT ELEV. 12-0" VIF to BOTTOM OF STEEL ELEV. F-6" 4 C SCALE: 112" =1 0 1 2 4 ...\Set\A3.02_SF.dgn 07/15/2003 02 :16:16 PM 4ottucotee; 1-1s -03 J CUT TO HEIGHT AS REQUIRED 12 GA CEILING MOUNTING BRACKET GC TO PROVIDE NONCOMBUSTIBLE BLOCKING IN SOFFIT ABOVE 12 GA CHANNEL VERIFY HT/ CUT IN FIELD 1 CHANNEL PER SIDE WHEN SOFFIT IS 13 AFF OR LESS 2 CHANNELS PER SIDE WHEN SOFFIT IS GREATER THAN 13' -0" AFF 4' -0" SPLICE WHEN CLG. IS GREATER THAN 13' -0"AFF RCP VIEW 14 0 .-12 GA CHANNEL 1 -3/81 TYPICAL f 12 GA CEILING MOUNTING BRACKET VERTICAL "M WALL" MERCHANDISE STANDARD 1/4" DIAMETER 12 GA CHANNEL FOIC SUPPORT FOR FOIC FREESTANDING M -WALL SCALE: NTS ... \Set\A10.02_Fixtures.dgn 07/15/2003 02:26:58 PM - 12 GA FLR MOUNTING BRACKET SUPPORTABOVE CEILING — CEILING MOUNT BRKT ATTACH EACH CHANNEL �� — TO BRACKET W/2 #8SMS <---VERTICAL "M WALL' MERCHANDISE STANDARD _.) w/2 # ATTACH 8sMs EACH CHANNELTO BRACKET J ATTACH FLOOR MOUNT BRKT W/ (1) 1/2" DIAMETER KB EMBEDED 3" f - 4" 20 GA STEEL STUD RUN HORIZONTALLY ACRdSS BRACES AND ATTACH WITH 2 #8 SCREWS -° -- AT EACH BRACE 4" 20 GA STEEL STUDS, 2 AT OPPOSITE SIDES AT EACH VERTICAL ---- (3) #8 SCREWS ADJUST ANGLE AS NEEDED TO KEEP TOP OF BRACE INSIDE v OF LEASE SPACE 60 DEGREES SUSPENDED SOFFIT �'-- FRAMING 20 GAX3X3METALCLIP `'— WITH (2) #8 SCREWS TO TRACK GWB CEILING MOUNTING BRACKET �--- ATTACH EACH BRACKET W /4# 8SMS TO METAL CLIP/ "M" WALL SUPPORT CHANNEL FOR DISTANCE BETWEEN MERCHANDISE STANDARDS SEE ISOMETRIC VIEW • '•''' MII . memallaniammostosicl '• Design . '• 9 Thickness ' In.:.' , ...:. :Sheet P 0 B f P . � es Yield ?• Tensile ksi .:; .:. ksl T �' 6 Sc ew • ;" -..N i..:i • Shear. _Pullout Ibs: ` : .:Ibs.' ` ` ' 8'SW: cre„ `" 11 ""y " N •C. Shear ,. Pullout ....Ibs: `' .. ': lbs..: ' ^^„" ( N10.Screw.�;;� ; Shear. .,, Pullout' ' ' Ibs: ...' . Ibs : :. , rszasamassonurmsasar ' ' I,i :• ;: Screw;,,.,. Shear .:.Pullout lbs. ' Ibs. 33 36 .. 48 26 52 31 18 0.0188 56 36 60 41 27 0.0283 33 36 88 39 96 47 104 54 110 62 30 0.0312 33 36 102 43 111 52 120 60 128 68 33 0.0346 33 36 119 48 130 57 140 66 149 75 43 0.0451 33 36 178 63 194 75 208 87 222 96 54 ._ . 0.0566 33 36 250 79 272 94 . 293., 109 312 123 68 0.0713 33 36 316 99 375 118 414 137 441 156 97 0.1017 33 36 450 142 535 168 620 195 705 222 ?ktP'..A:a r70.C.�NW ,Y 7 1 :7J'.;?=2"Z ^:74:27 7777::7.2, IFS =' �CFC. II.M.kir.::`:..iSTiv'9417 1 i: mr; :._x7.t.F.Tasz:it:'a; n: 54 0.0566 50 54 378 120 412 142 444 165 473 187 68 0.0713 50 54 478 151 568 179 627 207 669 236 97 0.1017 50 54 682 215 811 255 939 296 1068 336 MU Design Thickness In. ' ;•: Steel Properties :;. Yield Tensile ksi ksi • • . E60XX Electrodes Ibstin 43 0.0451 33 36 482 54 0.0566 33 36 605 68 0.0713 33 36 762 97 0.1017 33 36 1087 43 0.0451 50 54 X 731 54 0.0566 50 54 917 68 0.0713 50 54 1155 97 0.1017 50 54 1648 Fasteners (Screws and Welds) Screw Table Notes 1. Screw spacing and edge distance shall not be less than 3 x D. (D = Nominal screw diameter) 2. The allowable screw values are based on the steel properties of the members being connected, per AISI section E4. 3. When connecting materials of different metal thicknesses or yield strength, the lowest applicable values should be used. 4. Screw strength needs to be verified by the screw manufacturer. 5. Values include a 3.0 factor of safety. 6. Applied loads may be multiplied by 0.75 for seismic or wind loading, per AISI A 5.1.3. 7. Penetration of screws through joined materials should not be less than 3 exposed threads. Screws should be installed and tightened in accordance with screw manufacturer's recommendations. 8. Values based on a tensile to yeld steel property ratio of 1.08. 48 • I ,' • Allowable Loads for Screw Connections Weld Table Notes 1. Weld capacities based on AISI, section E2 2. When connecting materials of different metal thicknesses or yield strength, the lowest applicable values should be used. 3. Values include a 2.5 factor of safety. 4. Applied loads may be multiplied by 0.75 for seismic or wind loading per AISI A 5.1.3. 5. Values based on a tensile to yeld steel property ratio of 1.08. Allowable Loads for Fillet Welds and Flare Groove Welds SSMA ACTIVITY NUMBER: D03 -228 PROJECT NAME: ZUMIEZ SITE ADDRESS: 1008 SOUTHCENTER MALL Original Plan Submittal Response to Correction Letter # X Revision # 1 DATE: 10 -14 -03 Response to Incomplete Letter # after /before permit is issued DEPARTMENTS: 572 4r,o 01-t Buildin Division Fire Prevention C3 Planning Division Public rks R Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROJJTING: Please Route 13?! Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Documents /routing slIp.doc 2-28-02 PERMIT COORD COPY LpL DUE DATE: 10 -16 -03 Not Applicable ❑ DUE DATE: 11 -13 -03 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: g- Jl!J �o3 Buiraing Division PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -228 PROJECT NAME: ZUMIEZ SITE ADDRESS: 1008 SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # DATE: 08-04-03 Revision # After permit Is Issued l i fwc 0 ---°5 Fire Prevention ❑ Structural ❑ & Ss_g Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08 -05 -03 Complete [/ Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROpTING: Please Route 34 Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions [ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing sllp,doc 2-28-02 PERMIT COORD COPY c pL ' b e'6"-Ch Planning Division Permit Coordinator Not Applicable ❑ DUE DATE: 09 -02 -03 DATE: oen «ta lriS dtiiuui rv': _ ` iaaF "x�4..410.1.fath 4 Revision I No. Date I Received 1 I Staff I Initials I Date Issued ''Staff Initials / 10 --/Y-0 3 Received By: ' ZieS I / 0.. 3/ D3 i Summary of Revision: • �o�� �'. -a) — ," .CG�ite�. J (/ %tip /j L/6 Received B y p .✓ Revision No. 7 Date ! Staff Received i Initials Date Issued Staff Initials Staff Initials Summary of Revision: Summary of Revision: Received By: ' Revision No. . Date Received Staff Initials Date Issued Staff Initials I Summary of Revision: Summary of Revision: Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials I Summary of Revision: Summary of Revision: Received By: Revision No. Date Received Staff Initials Date ! Staff Issued i Initials I ! Summary of Revision: Received By: • PROJECT NAME: _. PERM"T NO:. 2)03-2 Site Address: D ' �St,�� t�� � �� ? Origin u. Issue Date: REVISION LOG (please print) (please print) (please print) please print please grin 4 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1 0' t ` 43 Plan Check/Permit Number: 3 223 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # it Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: / 77/6o 7 Contact Person: __ %) P n9,014,tz Phone Number: ,7o ( y 00 3 Summary of Revision: ' 707,7/7 /-14 v65%c. 7403 0 '7/ /2 us/ w ,4W -c Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 2o? ,6 Z Entered in Permits Plus on t 0' 4-c) S.ks RoCENED CRY OF TUKWILA OCT 1 4 2003 PERMIT CENTER 08/06/03 WORK FURNISHED AND /OR INSTALLED BY OTHERS THE GENERAL CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND NSTALLNG ALL THE WORK EXCEPT AS NOTED. PORTIONS OF TIE PROJECT WILL BE CONTRACTED SEPARATELY BY THE OWNER WITH CONCURRENIT INSTALLATION DING THE GBERAL CONTACTORS WORK. GC - GENIAL CONTRACTOR ter! ITEM CESCRIPnoN AiliNdilO i ty er REMARKS OWNER GC 1 OWNER GC STOREFRONT ` SEE A3 -04 LIGHT FIXTURES " SEE A9.02 AID ELECTRICAL DRESSING ROOM MIRRORS f RCN HOOKS DOOR ROSETTE ICASHWRAP CiA.(F -1) { , ` 1 r , . -1 , - T . . , T 7 t ♦ ♦ '♦ ♦ ♦**♦.♦.♦. ♦j♦ *♦_ ♦ ♦_ ♦'♦ FINISHED DECORATIVE MEW ON CASHARAP SOFFIT DERV GRD BEHIND CASIWRAP IF -23 ' 1 ! T 1 1 1 1' j 1 l t• • •• • ••••••• .� • ♦ STAMM) PIASTER IF-3l PIASTER (F-� III) CO 01 +' T sTNi D PLASTER J MIRROR I SHELF I SURGED RASTER , Mkt / SIRF IFS PLASTER / MIRROR CA1110 IFS 10 POOR VERT MERDWpSE Si0OIRDS IP.1) 9011INAICE W LIGHT Mr.?) SOLD *RUE IP-2I4 wax e ETRIMSI IL) MACE CONCBIED STIV PS IPA aura BID RMS. MPS IPA Na Wil D/WBID "VU 1 I sittitrnmu SICIONNIIIIIC NWT iING NEMER • . yr' \ AZ 7 _,41310^ GENERAL NOTES A. SEE APPROPRIATE DRAWINGS FOR GENERAL NOTES OF OTHER DISCIPLINES: ELECTRICAL, PLUMBING AND MECHANICAL B. DO NOT SCALE DRAWINGS- USE DIMENSIONS ONLY. C. DIMENSIONS WHERE SHOWN ARE NORMALLY GIVEN: A. TO COLUMN CENTER LINE B. TO FINISH FACE OF CMU OR GWB. D. DIMENSIONS SHOWN ON LARGER SCALE DRAWINGS GOVERN. E. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BID, NOTIFY ARCHITECT OF UNEXPECTED CONDITIONS OR DISCREPANCIES FROM DRAWINGS F. ELEVATIONS AND LEVELS: A. ALL NUMERICAL ELEVATIONS ARE TO TOP OF CONCRETE SLAB, UNLESS NOTED OTHERWISE. G. "ALIGN" AS INDICATED ON THE DRAWING SHALL BE UNDERSTOOD TO MEAN TO ALIGN THE FINISH MATERIAL OF THE WALLS OR COLUMNS INDICATED. H. ALL INTERIOR GYPSUM WALL BOARD IS 5/8 "TYPE X GWB ON METAL STUDS OR FURRING CHANNELS UNLESS NOTED OTHERWISE, SIZES AS DIMENSIONED ON PLANS. SEE NOTE J. FOR LOCATION OF WATER RESISTANT GWB. I. NOT USED J. PROVIDE WATER RESISTANT TYPE X GWB IN ALL TOILETS, JANITOR'S CLOSETS AND BEHIND INTERIOR BRICK WORK. K. BEFORE PATCHING ANY FIRE -RATED CMU PARTITION, FILL ANY EXPOSED CELLS SOLID WITH GROUT L. ALL FINISH CEILING HEIGHTS SHALL BE CONFIRMED UNLESS NOTED OTHERWISE ON REFLECTED CEILING PLANS. M. PROVIDE FINISH WALL UNDER AND BEHIND ALL EQUIPMENT AND CASEWORK. N. PROVIDE ALL ACCESSIBLE SIGNAGE AS REQUIRED BY LOCAL OR APPLICABLE JURISDICTION 0. PROVIDE ONE TYPE 5E -2A 10BC FIRE EXTINGUISHER PER 3,000 SF AND NOT MORE THAN 75 FT OF TRAVEL DISTANCE. P. THERE SHALL BE NO BACK -TO -BACK ELECTRICAL, TELEPHONE, OR OTHER OUTLETS. SEPARATE OUTLETS BY 6" AT NONRATED PARTITIONS, SEPARATE OUTLETS BY 24' MIN. AT FIRE RATED PARTITIONS. Q. WHERE HVAC OR OTHER MECHANICAL ELECTRICAL AND PLUMBING ITEMS PENETRATE PARTITIONS, STUDS SHALL BE BRACED AND FRAMED TO STRUCTURE AS REQUIRED TO PROVIDE ADEQUATE SUPPORT. ALL PENETRATIONS THROUGH RATED WALLS SHALL BE SEALED TO PROVIDE FIRE, SMOKE ANDIOR ACOUSTICAL ISOLATION OF SPACES WITH APPROPRIATE FIRE STOP MATERIAL. R. ABANDONED UTILITIES SHALL BE REMOVED COMPLETELY TO THEIR SOURCE. SEE ELECTRICAL AND MECHANICAL. WALLS, FLOORS, AND CEILING FINISHES SHALL BE PATCHED TO MATCH ADJACENT SURFACES. S. REMOVE ALL EXISTING MERCHANDISING SYSTEMS UNO. CONFIRM DISPOSAL WITH MALL MANAGEMENT. T. ALL CHANGES IN PROJECT SCOPE DUE TO CONTRACTOR GENERATED ALTERNATIVES OR EXISTING FIELD CONDITIONS SHALL BE TRANSMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. U. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR RECEIVING AND INSTALLING OF OWNER FURNISHED ITEMS LISTED. V. PROVIDE EXIT ILLUMINATION PER LOCAL CODES W. MODIFY OR REPLACE THE FIRE PROTECTION SYSTEM TO ACCOMMODATE THE CONFIGURATION INDICATED ON THE PLANS. COMPLY WITH ALL GOVERNING ORDNANCES AND MALL CRITERIA. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. X. INSTALL ALL COMPONENTS OF FIRE RATED ASSEMBLIES PER RATING CRITERIA. Y. INSTALL FIRE ALARM SYSTEMS TO COMPLY WITH MALL CRITERIAAND LOCAL CODES AS REQUIRED. Z. SPRINKLER HEADS MOUNTED IN HARD (GWB) CEILINGS TO BE FULLY RECESSED WITH WHITE CAPS. MALL GENERAL NOTES 1. THE GENERAL CONTRACTOR IS TO READ THROUGH AND FAMILIARIZE THEMSELVES WITH THE MALL'S TENANT DESIGN HANDBOOK BEFORE PLACING HIS BID. 2. THE GENERAL CONTRACTOR IS TO SUBMIT A COPY OF THE FOLLOWING ITEMS TO THE LANDLORD BEFORE DOING ANY WORK: k A QUALIFICATION STATEMENT B. CERTIFICATES OF INSURANCE AS OUTLINED IN THE TENANT CONSTRUCTION MANUAL (SEE SPECIFICATION MANUAL) C. CONSTRUCTION SCHEDULE. D. UST OF SUBCONTRACTORS AND CONTACTS. E. COPY OF THE BUILDING PERMIT F. CURRENT CONTRACTORS LICENSE FOR LOCAL JURISDICTION 3. GENERAL CONTRACTOR MUST HAVE PRE - CONSTRUCTION MEETING WITH THE MALL'S OPERATIONS MANAGER PRIOR TO START OF CONSTRUCTION. 4. A COPY OF THE LANDLORD APPROVED DRAWINGS ARE TO BE ON THE JOB SITE AT ALL TIMES. 5. FOR ADDITIONAL REQUIREMENTS, REFER TO THE CENTERS TENANT DESIGN HANDBOOK ABBREVIATIONS ABBREVIATION a CLG ACT ADJ AFF ALUM ARCH AUTO BLDG BLKG CJ CL CLG CLR CMU COL CONC CoNT CORR DF DIM DIA ON DS DWG EA EF E.1 EL ELC'T BG EQ MVP EXST EXT FEC FF FIN 3 3 t or TERM AND AT ABOVE CEII.NNG ACOUSTICAL TILE ADJUSTABLE ADJACB4T OR ABOVE FILED FLOOR ALUMINUM ARCHITECTURAL AUTOMATIC BUILDING BLOCKING CONTROL JOINT CENTERUNE CEINNG CLEA MASONRY UNIT COLUMN CONCRETE CONTINUOUS CORRIDOR DRINIONG FOUNTAIN DIMENSION METER DOWN DOCUMENT SET DRAWING EACH BINAUST �T ELE181TION BIGREER EQUAL BAMNABIT SOWING IBCTERIOR FIRE EXTINGUISER FINISIED FACE FINISH FURNISHED BY DINNER AND INSTALLED � FLASHING PMR FLOOR PREFAB FOUNDATION PSF FURNISHED BY OWNER PSI INSTALLED BY GENERAL PPTD FS, FOS FACE OF STUD PWD FT FOOT FTG FOOTING RCIAJ GA GAGE GC • V CONTRACTOR ROW GWB GYPSUM WALLBOARD REQD GYPISHT GYPSUM SHEATH/4G SC KAI HARDWARE SD WAD HARDWOOD SF HOR HORIZONTAL METAL SQ HR HOADRAIL SS HGT HEIGHT STD IN NOES STL INS INSIULATION STRUC MAX MAXIMUM TPD MECH !MECHANICAL T IwO IMF IMNUFACTURER TS M�9C �M N D MASONRY OPENING MOUNTED MIL MET/IL NMA NON APPUCABLE W C NOT 14 C MRACT WO NO NUMBER ND NOV NOIMINAL VIP NKS TOND►T E OD OUTSIDE CIAMETER OPNG OPENING OPP OPPOSITE ON CENTER HO RASH FIR FND FOIL EXIT 39 OCCUPANTS MIN EXIT WIDTH REQ'D:15.6" EXIT WIDTH PROVIDED: 36" SYMBOL LEGEND ` 3 STORAGE 1 002 1 AREA: 143 SF 1 OCCUPANT MAX • ...... CORRIDOR 006 DR. 004 - (1) HOUR SEPARATION RETAIL STORE ow AREA: 2,285 SF 77 OCCUPANTS MAX PARTITIONS EXISTING MASONRY TO REMAIN EXISTING NON -RATED TO REMAIN EXISTING 1 HR. RATED TO REMAIN EXISTING TO BE DEMOLISHED NEW LOW WALL PARTITION NEW NON -RATED PARTITION NEW 1-HR RATED PARTITION REVISION BUG KEYNOTE CALL OUT ELEVATION DATUM PARTITION TYPE: SEE A9.01 FOR LEGEND FINISH MATERIAL CALL OUT LIGHT WINDOW TYPE PLASTIC PROTECTED MEMBRANE ROOFING PREFABRICATED POUNDS PER SQUARE INCH PAPER TEL DISPENSER POLYVINYL CHLORIDE PLYWOOD RADIUS REINFORCED CONCRETE MASONRY UNIT ROOF DRAIN ON) REQUIRED REINFORCED, RENFORCEE►NT SOW CORE SOAP DISPENSER OR SMOKE DETE SQUARE FOOT SIMILAR SQUARE STAINLESS STEB. STANDARD STEEL STRUCTURE OR STRUCTURAL TOUT FOPER DISPENSER TREATED WOOD (PRESERWINE) . TIE STW. rJ 0 UNLESS NOTED OT ERMSE *nut VER r: 1 r FeD (ExTvIGccIPeTION) L VOL IM rMTH MMTHOUT w0uD F INKIBIPROOFING. 1 E PROOF. WEATHERPROO SYMBOLS � DOOR NUMBER HARDWARE GROUP INTERIOR ELEVATION NUMBER M. A4. SHEET NUMBER 4(4)- Room NAME ----- DETAIL NUMBER SHEET NUMBER SECTION NUMBER SHEET NUMBER GRID -- ROOM NUMBER 4D 0 4T 003 - 22i3) ELECTRICAL DUPLEX UTILITY OUTLET (a 18" AFF, UNO EXISTING DUPLEX UTILITY OUTLET 4-PLEX OWLET ° ° ISOLATED UTILITY OUTLET DATA OUTLET JUNCTION BOX SPEAKER TELEPHONE WALL SCONCE SPRINKLER O SPRINKLER HEAD ADJACENT TENANT ADJACENT TENANT • O BUILDING CLASSIFICATION OCCUPANCY: M SEISMIC ZONE: 3 CONSTRUCTION TYPE: II-N PROJECT AREA: 2,720 SF MAX. OCCUPANTS: # OF EXITS REQD: 2 APPLICABLE CODES WASHINGTON STATE FIRE CODE, 4fTH MAD BIT 1997 NATIONAL FIRE CODE) AMERICANS WITH DISABItTIES ACT 118 " =1' -0" 0 LIFE SAFETY PLAN RETAIL 2,285 SF 130 SF PER OCCUPANT = 77 OCCUPANTS STORAGE: 143 SF 1 300 SF PER OCCUPANT =1 OCCUPANT TOTAL = 78 OCCUPANTS TOTAL EXIT WIDTH: 78 OCCUPANTS X 2 INCHES PER OCCUPANT = 15.6 INCHES WASHINGTON STATE BUILDING CODE, (ADOPTED FROM THE 1997 UNIFORM BUILDING CODE) WfTH AMENDMENTS WASHINGTON STATE MECHANICAL_ CODE, (ADOPTED FROM 1997 UNIFORM MECHANICAL CODE) WITH WASHINGTON STATE ELECTRICAL CODE, (ADOPTED FROM 2002 NATIONAL ELECTRICAL CODE) WITH WASHINGTON STATE ENERGY CODE, (ADOPED FROM THE 2001 NATIONAL ENERGY CODE) WITH AMENDMENTS WASHINGTON STATE PLUMBING CODE, (ADOPTED FROM THE 2000 UNIFORM PLUMBING CODE) WITH NIAENDMENTS V=7". .1:71 riPiZeuk00053Vi'dn4Otrt3 rostottralOR e eE age 10 NORDSTROM MALL MAP SCME Nis MALL EXIT 39 OCCUPANTS MIN EXIT WIDTH REQ'D: 15.6" EXIT WIDTH PROVIDED: 118" / 71,7 1� �3ffr.r; FILE COPY I understand that the Flan ��s a � a;.�p,ta�val of peals are subject to errors an oZ � violation of any plans does notes'. adopted code or ordinance. Receipt of w tractors copy of approved plans • B ( to Permit No. f 3 3 SEPARATE PERMIT REQUIRED FOR: IIIMECHANICAL V ELECTRICAL Fit ' GAS PIPING = CITY OF TUKWILA BUILDING DIVISION INDEX TO DRAWINGS ARCHITECTURAL A0.01 A1.01 A2.01 A3.01 A3.02 A3.03 A5.01 A5.02 A7.01 A8.01 A9.01 A9.02 A10.01 A10.02 GENERAL INFORMATION SHEET DEMOLITION PLAN, TEMPORARY BARRICADE FLOOR PLAN STOREFRONT PLANS, ELEVATION & SECTIONS STOREFRONT DETAILS STOREFRONT ARCH ENLARGED TOILET & DETAILS INTERIOR DETAILS REFLECTED CEILING PLAN INTERIOR ELEVATIONS PARTITION TYPES FINISH, LIGHTING AND DOOR SCHEDULES CASHWRAP SECTIONS AND ELEVATIONS OWNER FURNISHED FIXTURES AND DETAILS MECHANICAL & ELECTRICAL M-1.0 MECHANICAL LEGEND, NOTES, AND PLAN E -1.0 ELECTRICAL NOTES & FIXTURE SCHEDULE E -2.0 LIGHTING PLAN E -3.0 POWER PLAN E.4.0 ELECTRICAL PANEL SCHEDULES, DETAILS PROJECT TEAM OWNER: ZUMIEZ, INC. 1420 80th. STREET SW, SUITE A EVERETT, WA. 98203 T: 425 551 -1500 F: 42 551 -1595 ARCHITECT: DAVID MURPHY, AIA 2101 NINTH AVENUE SUITE 211 SEATTLE, WA 98121 T: (206) 341 -9875 F: 206 341 -9177 MECHANICAL & ELECTRICAL ENGINEERS: STRUCTURAL ENGINEERS: MALL TENANT COORDINATOR: PROJECT DESCRIPTION PROJECT NAME: PROJECT LOCATION: HARGIS ENGINEERS, INC 600 STEWART STREET, SUITE 1800 SEATTLE, WA 98101 T: (206 448 -3376 F: (206) 448.4450 COFFMAN ENGINEERS 1601 5TH AVENUE, SUITE 900 SEATTLE WA 98101 T: (206) 623-0717 P. (206) 624-3775 JOSE HERNANDEZ WESTFIELD SHOPPING CENTERS 11601 WILSHIRE BOULEVARD, 12TH FLOOR LOS ANGELES, CA 90025 P: (310) 575 -5918 F: (5i 5) 575 -5991 MALL HEATHER BLY MANAGEMENT SOUTHCENTER MALL 633 SOUTHCENTER MALL TUKWILA, WA 981 P: (206) 246 -0423 F: (206) 244-8607 ZUMIEZ - SOUTHCENTER MALL SOUTHCENTER MALL TUKWILA, WA PROJECT INCLUDES THE INTERIOR DEMOLITION AND RENOVATION OF A 2,720 SF RETAIL SPACE IN SOUTHCENTER MALL, INTO A "ZUMIEZ' RETAIL STORE. PROJECT INCLUDES NEW FINISHES, STORE FIXTURING, CASEWORK, STOREFRONT, LIGHTING, AND MODIFICATIONS TO THE EXISTING MECHANICAL AND ELECTRICAL SYSTEMS. GiT" "Yr 7 '7 4 40 14 irekr 1-i •� -'i - THE BON MARCH J MERVYN'S S ZINIEZ SPACE R 1008 I .3C PENNY zumez ISSUED Foe: PERMIT I BID / MALL REVIEW SOUTHCENTER MALI. SPACL # 1008 TUKWILA, W A q8i88 MURPHY VAREY n alol Norm Arum Suer. an S.ITYLL, V u micro I 68111 T ,ob . 343 . 075 F. 3o6 .3 i . pe7'l E- ern. Moar.rVuar.co" PROJECT Monte: 03102 Zoom STORE S 498 DATE: Seta TIM: GENERAL INFORMATION SHEET S.T Nossat jut :3 .03 A0.01 i 7 - - PUL /DIRNARlV MALL RE\nER 7 -25 -03 IPferrR / &D /MALL DOREN • ! Se ■ *, ;yr' ; Apir svr , ` r`q, rt14. z 4 • o fri GENERAL NOTES 1 4 n 11 11 11 rl Lfr A. PRIOR TO BID, SPACE IS CURRENTLY OCCUPIED. COORDINATE WITH ARCHITECT FOR ACCESS RESTRICTIONS. B. PROTECT EXISTING MALL TILE, BULKHEAD, AND NEUTRAL PIER DURING CONSTRUCTION. PATCH AND REPAIR AS REQUIRED TO MATCH ADJACENT SURFACES C. REMOVE EXISTING FLOOR COVERING TO BARE CONCRETE FROM ALL EXISTING SPACES, 1W U.N.O., PREPARE CONCRETE SURFACE TO RECEIVE FINISH. D. REMOVE EXISTING CEILING & SOFFITS A ASSOCIATED MECH. & ELECT. U.N.O. SEE M & E E. DO NOT ABANDON ANY UTILITIES OR MATERIALS WITHIN LEASE SPACE. REMOVE UTILITIES BACK TO THEIR SOURCE. F. COVER MECHANICAL RETURN AIR OPENING BEFORE AND DURING CONSTRUCTION. `13 KEY NOTES - DEMOLITION PLAN 1. REMOVE EXISTING PARTITION AND ATTACHED STORE FIXTURES 2. EXISTING PARTITION TO REMAIN. REMOVE STORE FIXTURES, SHELVES, MIRRORS, ON STORE SIDE REMOVE DRY WALL ON RETAIL SIDE (WHERE NEW RETAIL AREA OCCURS) 3. EXISTING PARTITION TO REMAIN. PROTECT DURING CONSTRUCTION 4. REMOVE EXISTING FLOORING MATERIAL TO BARE CONCRETE 5. PROVIDE TEMPORARY BARRICADE, COORDINATE WITH MALL FOR SPECIFIC REQUIREMENTS. SEE DETAIL 2/A1.01 6. RETAIN EXISTING MALL TILE EXCEPT REMOVE AS NEEDED FOR INSTALLATION OF NEW CONSTRUCTION, PROTECT DURING CONSTRUCTION. 7. REMOVE EXISTING STOREFRONT SYSTEM 8. EXISTING DOOR AND FRAME TO REMAIN B. REMOVE EXISTING WALL, DOOR AND FRAME 10. REMOVE TOP OF EXISTING SLAB TO ACCOMMODATE SENSORMAT EQUIPMENT AND NEW ENTRY TILE, REFER TO NEW WORK. 11. REMOVE EXISTING DOOR AND FRAME 12. EXISTING ELECTRICAL PANELS TO REMAIN, SEE ELECTRICAL 13. SOME 'N LIGHTS HAVE BEEN TEMPORARILY INSTALLED TO PROVIDE VISIBILITY. REMOVE EXISTING "A" LIGHTS AND REINSTALL IN NEW STORE. 14. REMOVE EXISTING STORE FIXTURES GENERAL. NOTES: 1. WALL IS SHOWN "FIATTENEtT WITH ALL WALLS IN THE SAYE PLANE 2. INSTALLATION OF THE I3ARRICADE IS TO OCCUR ONLY WHEN TIE MALL IS CLOSED 3. VERIFY BARRICADE CONSTRUCTION ON AND LOCATION WITH MALL OPERATIONS MANAGER. 4. FASTEN TO MALL FINISH MATERIAL AS APPROVED BY LANDLORD 5. PROVIDE TEMPORARY BARRICADE PRIOR TO COMMBICBABVT OF CONSTRUCTION. 6. REMOVE BARRICADE AT COMPLETION OF PROJECT OBTAIN MALL APPROVAL PRIOR TO REMOVING BARFtICADE., PATCH AND REFINISH ALLADJACIAT MATERIALS 7. SEE TENANT MANUAL FOR MORE INFORMATION 8. CONTRACTOR SHW.L MANY RENTAL FEE REQUIRE) BY THE MALL FOR THE TEMPORARY BARRICADE • 14� 94 1 TYPICAL INDIVIDUAL BANNER SL PROTECT MALL M A AS REQUIRED BY - •RUBBER BASE (BLACK) TAPE, FINISH, AND PAINT GWB, COLOR TO BE PER MALL STANDARDS, MTL STUD SUPPORTS AS REQUIRED. DEMOLITION PLAN SCALE: 114' =1'-0" ZUMIEZ GRAPHIC SIGNAGE PROVIDED BY OWNER NE INSTALLED BY CONTRACTOR, ATTACH WITH TRUSS HEAD SCREWS THROUGH GROMMETS IN BANNERS I XNE: yr = TQ \* 4 CONTRACTOR ACCESS DOOR IF ALLOWED BY MALL.) (VERIFY BY CONTRACTOR, DOOR MUST SWING Nr'f0 TENANT SPACE r (RETURN WALL TO BULKHEAD WITH DUST PROOF LID AS APPROVED BY MALL A W 9- TEMPORARY BARRICADE ELEVATION on 1 1 `7 DP* .$ - ; A 3 1- ` 1 A1.01 ' s •• Sr C * 5 A1.01 w mmz SOUTHCENTER MALI. SPACE # 1008 TUKW11.A, WA 98188 MURPHY VAREY K MCI ,rrrI Arswas Sem in J{AT14�. •asot`ctww 0111 T: sob . 341. 0575 F- sob . yu 9m E. taw r. Wwi,Vuu. PROJECT Mursu: 03402 ZURIEZ STORE R 498 DA r D J ►. "� +�p�.' STATE C< /sumo Fon: PERMIT / BID / MALL REvIEw DATE: 7 -17 -03 7-25-03 PRfuwlw*Rv Aiwa REVIEW PERIMT; RuR /N*u Ravin; JUL 3 p ,.I- :.c'ti —�,. SWEET Wm: DEMOLITION PLAN AND TEMPORARY BARRICADE SWEET lOssoant A1.01 N 9 �17 EXISTING CORRIDOR AREA: 119 SF EXISTING 237 STORAGE DRESSING RETAIL SPACE AREA: 2,285 SF 10 i r -2 err 10 s T- 10112' .ok r -9" , ?"4, = !2 !F 3 a• GENERAL NOTES KEY TO SYMBOLS REFER TO SHEET A9.01 FOR RARmtoN DETAILS REFER TO SHEET A9.02 FOR DOOR & HARDWARE SCHEDULE REFER TO SHEET A9.02 FOR FINISH SaEDuLE & LEGEND I A PRIOR TO BD. SPACE IS CURRENTLY OCCUPIED. COORDINATE WITH MALL FOR ACCESS RESTRICTIONS. B. PROTECT EXISTING MALL TILE, BULKHEAD. AND NEUTRAL PER DOM PATCH AND REPAIR AS REQUIRED TO MATCEI ADJACENT SURFACES C. REMOVE OUSTING RNOOR COVETING TO BARE CONCRETE FROM ALL COSTING TYP. IkN.O., PREPARE CONCIRETE SURFACE TO EVE RIM • IE#N NE EDSTINIG CEILING i SOFFITS i ASSOCIATED IIIECH. I MCI UXG SEE N i E E. DO NOT ABNIDON AMY UTILITIES OR MillERIPLS WITH. LEM SPACE RBIEIVE MUTES BACK TO THEM SOURCE. F. COVER NECIWICAL fE1UiNAR OPENING BEFORE M►D ate' CONSTRUCTION KEY NOTES - FLOOR PLAN 1. LOCATION OF EXISTING ELECTRICAL PA NB., SEE ELECTRICAL 2 LOCATION OF EXISTING FIRE PANEL 3. STORAGE SIEVING SYSTEM. SEE DETAIL 61A5.01 4. F O.LC. MERCHANDISE SYSTEM / FIXTURE, SEE ELEVATIONS 5. SURFACE MOUNTED FOLNPLEX FLOOR OUTLET - ONE SIDE DEDICATED I ISOLATED_ SEE ELECTRICAL 6. PROVIDE (2) 1' CONDUITS N CASH VAMP SEE ELECTIRICAIL. 7_ PROVIDE OVERHEAD GRLLE CONTROLLER RI CASH WRAP SEE BIA1Q01 Q PROM OUTLETS N BASE OF %rII I SYSTEM, VIA TIME CLOCK PROVIDE BLACK OUTLETS AND COVER. SEE ELECTRICAL 9. PROVIDE CAVITY IN FLOOR TO ACCOMMODATE ODATE SB6O RNMT1C SYSTEM 11100.241.6674 PROVE TRB CH r DEEP x if WINE. PI OVIDE CONDUIT FROM Tai TO CEILING SOFHT DOM ME STED. STOREFRONT CONFIRM ROUTE WITH SENSORNIff PRIOR 10 Ir5TJ1l1AT1CIt CONFIRM SYSTEM IS OPER11TIUNMLAID PROTECT UNTI ritet FINISH IS DISIALLED. REHR TO PRDECT SPECIHCATIONS FOR SETTING =UMW& SEE 14 i 15 2 It FLOOR MOUNTED JUICTION 8Ui FOR CASIWINIP UGHTING, SEE maw& HAMM CABWIRNP INTEGRAL LIGNT10JUNCTION BOK 11. 118' DEEP SA CUT AND LIE OF CONCRETE COLOR CHANGE 12. PROVIDE NEW SLOPED TRANSITION AT 1150 TO PEW FLOOR LEVEL REPLACE MATH SPECIFIED FLOORING. 13 GRILLE KEY STATION LOCATION, RECESS FLUSH INTO ARCH Q 19r AFF, MATCH SWITCH COVER TO ARCH 14. PROVIDE GRILLE EMIERGBCY LEASE AT TF■S LOCATION, MOUNT Q 4E' TO TOP OF MIME RECESS INTO GRILLE TUBE. 15. LEASE LIE It UNISEX ' LE' RAISED LETTER SIGN CENTER Q (IMF ON VP& 17. PATCH DOSING GMBAS REQUIEM AT ARE RATED WM .LS PATCH AS REQUIRED TOWAWA FIE RATING AID PREPARE FOR SURFACE T URA N T. It NOT USED 19. ILLUMINED REAR DOOR BUZZER, 1 ONE IN CASH WRAP. LOCATE AT EXIIEPIOR MALL E)UT DOOR PLACE ON LATDI SEE OF 000E SEE REMICK a MO OUTLET Q •WAIF. IRAN COMM. CAB E 10 VCR N CASH MAP. SEE ELECTRICAL Om FLOOR PLAN SCALE: 114' =1'-0' 21. PROVIDE (2) SEPARATE TELEPHONE CABLES AND .LACKS TO (2) LOCATIONS N CASH WRAP FROM PHONE BOARD. PROVIDE COMBINATION PHONFJOATA PORT (2-PORTS) AT 2 LOCATIONS WITHN C , RUN CABLE TO PHONE BOARD. SEE ELECTRICAL 22 EXISTING TOLL TLE EXTEND TO STOREFRONT AS REQUIRED, EVE DOSING TIE ONLY AS NEEDED FOR INSTALLATION OF NEW CONSTRUCTION. REPLACE AS REQUIRED. MALL TXE TO BE FURCIMED ROM ON,STTE MIMING WAGER 23. PROI "WOTNI DOT SIGIN! ON CORRIDOR SIDE OF STOCKROOM DOOR 24. PROVDE'TH6 DOOR TO REIM UNION DURING BUSINESS HOD'S` SIGN ON MLLE TLS AND IS TO E VISIBLE N THE OPEN POSTKit 25. FINISH 11NTH Cam, PAINT ICI INTO' ADJACENT IN I.IS 21 REINCNE DOSING DOOR AND IVAIDWARE, EIOST116 DOOR FRAME TO REMAIN. A RUCHAND ILL HOLES N EXISTING DOOR FRAME ROHM PAINT 1ONUM ADJACENT SURFICES Z1. MINIM ADO BASE 10 MATCH DISTINGADJACENT MALL SURFACES . DEMOLISH EWI G IIMILAS REQUIRED 10 INSTALL NEW 11194.1 . •,. RISOS NO CHANSES . Er r: - TO SCCF . • �� YNO' . /T ps : ./ AF :P IOVAL OF TU taM BOLL PEW PE E A NEW PLAN S. • M D � MAY i4IC L DE` A D :7 3 PLAN RE" tN FILE COPY 1 understand that the P: an Check approvals are subject to errors and o. 'mss.ors and approval of plans does not authorize tie ti .:,:a:.on of any adopted code or ord' ^a n K E re, pt of con- tractor's copy cf app'cveJ w! ns acknowledged. KibIONNO. 1 NICIIIIMID �pA1i► A OCT 1 ; 2.13 PONT amen I yEPARATE PERMIT REQUIRED FOR. MECHANICAL ELECTRICAL LUMRING tag GAS PIPING CITY OF TUKWILA BUILD!NG DIVISION zumez SOUTHCENTER MALI. SPACE # I008 T l: 1Lw11.A, WA 0188 Muiipiiy 3101 U IIT1 Anna Sera 311 'tia.TTLI. raarecT'OM qulal T: sob . 3 1 07 F xob yN qrr? F. vv. NiamVuay.ur DATE: VAREYn PIaECT Nudism: 03402 Zu.IE2 STORE 0 490 ISSUED Fon: PERMIT I BID I MALL REVIEW 7 -17 -03 Peamase*e• AWL Penni 7 -25-03 PEESWT /R.ImML REVIE/ 11 -1943 • \ Rona. No. 1 "-19-03 �REres+o. la 2 10-01-03 • REVrsios b. 3 1047 -03 y Pura Rtsrsim TM AO. I Saw FLOOR PLAN Sow Ihnout A2.01 uloB'GGO • SLIP CHANNEL TRACK GWB ON 3 5/8" METAL STUDS AT 16" OC ----- FIO COILING GRILLE AND MOTOR (2) 2 X 12 JOIST BY GC, SEE SUSPENDED GWB CEILING, SEE GRILLE OPENING, CONFIRM CLEARANCE WITH BOTTOM BAR, WRAP GWB EACH SIDE, PAINT RECESS BLACK SECTION THRU SIDE DISPLAY SCALE: 112" =1' -0' FOR SOFFIT NOTES SEE SECTION FOIC TRACK LIGHT, GC TO MOUNT TO HORIZONTAL TUBE 1/7' _ � -r ; .; . :•% • ! - -" ECT1ON THRU SIDE DISPLAY • \L. l? :' LIFT r. 200.3 rI' r- 0 1 2 4 141 i j r// / ,q' ��� ,� i/a ,{ 1r t q : / , /' 2 BOTTOM OF MALL SOFFIT ELEV. 12 VIF 4 ,r 4 , 4 4/9 2 i'f - if < /1/7. A//(2 f " tl -? 6,JF 60/1 OPP BOTTOM OF MALL SOFFIT ELEV. 12-0 VIF BOTTOM OF STEEL ELEV. 8'-6" --- GRILL ~ FIO SIGN, GC TO N. PROVIDE AND CONNECT NPOWER TO SIGN N ING -- .- ------ GGPI 4 ,��, c ; ��, ; ; a , p //1/ , �?.' Y �% %!� ~ ?0,' \ :i24; (5 1 .r KEY STATION, MOUNT ON SID_EOf ARCH, CUTOUT BY STOREFRONT C '/ GC TO PROVIDE POWER AND INSTALL OPERATOR SWITCHES AND CONTROLS N. FOR F10 GRILLE L UUUUIIUUUIUII 41d ■ ei b1 — wow �w IiiinIN0111.0111•r110111011INI1■11. CJ " 'Ai / " r' 'V/ 1 7,1 4 6 / 4 ?V MALL NEUTRAL PIER �' r'" L" �. ✓ i r ` ; :,' ?J: • / - 1111111_1111 IMO 111111WIII ,111111111111111101111111111111P pa* Eli ,1111 Ai • 111 I, , Rte ., 4•1111 OPP COSTING MALL NEUTRAL FIER .� . -� Q ,;1 . / / /4 '.J;+ f . (7 /J EXISTING MALL BULKHEAD, PATCH AND REPAIR AS REQUIRED V 34 2 t , EQUAL" 1 9' # -- 7-2' — i 9' Apr KEY10 wait 4.7 - WORK BY . FIO SIGN, GC TO PROVIDE AND CONNECT POWER TO SIGN RECESS FOR FOIL SENSORMATIC SYSTEM, 16' WIDE X 1" DEEP X FULL WIDTH OF OPENING FIO GRILLE - FACE OF STEEL TIME 11 134* 22 lior VIF GOOK CONTRACTORS NOTES 1- HERR TO SPED" ICATIOMS FOR TEE SETTING MATE IALS 2. NT IS SYMMETRICAL ABOUT O DEDILSAPPLY10 BOTH SIDES OF BaRANCE FIELD TILE FIB OF STEEL TIME —> A l b MU* 111114 414 )/ r a c"/ ' 4 - - . 4 l �' = l j F // // • ra /// r i1 ✓ I I I S I 1 J S Jo.' 9' - 9'f o/ EQUAL r ---- / /7' rt /. 67/ MALL NEUTRAL PIER f ( -�: r � STOREFRONT ELEVATION SCALE: 1/2 1'-0" 0 1 2 4 STOREFRONT PLAN SCALE err =1-0 FOIC TRACK UGHT, GC TO MOUNT TO HORIZONTAL TUBE • BOTTOM OF MALL SOFFIT ELEV. 1NY' VIF BOTTOM OF STEEL ELEV. 8'-0" 1 7- */.1 t fi L ' I P zumez SOUTHCENTER MALI. SPACE # I()()H Tuewii.A, WA 98188 MURPHY VAREY MCI Nuns A►iuua yam 311 Surru. Wasencrew gals, T: sab. 3sz '875 F. sob 9I 7 E ..v MovorV,an cos STATE 0 v'r^ Sr- '.r ��.'� PROJECT Nyman: 03402 Zoom STORE # 498 15511Ep Foie PERMIT / BID I MALL REVIEW DATE 7 -17 -03 7 -25-03 n[' PREus,iMRT Kau 'tons* PENN fir /Blo;'MAu REvir• JUL 3 n STOREFRONT PLANS, ELEVATION & SECTIONS saw sermet A3.01 Or- STOREFRONT RESPONSIBILITIES GC - GENERAL CONTRACTOR .,,; g 10'1 , c. i ' e 7 ' j4. ;. - `"F :;G'4 'F / . : (5 1 . ,00 I ITEM DESCRIPTION uiUnnol - .. 4- :1 RiSTALLED 30 a3NMO i CONSTRUCTION UGHT GAUGE MIMING GWB SYSTEM STUNG WOVEN STEEL MOTH - METAL CLADDING METAL BASE GFRC ARCH [ GRILLE OVERHEAD GRLLE & MOTOR GRILLE TUBES GRILLE TRACK KEYING OF GATE CONTROLS SET UMITS OF GRILLE GRILLE ENERGEICY RELEASE NOIS SIGN BODY ... : ; • , 1 , • • STEEL SUPPORT FOR SIGN ELECTR/CAL CONNECTION TO SIGN ' ONimt 1/2" TEMPERED GLASS , ■ f { . • ! • . 3 PRE-FNISHED GU4ZING CUPS DECORATIVE GLASS PANELS il001d ST *NT . . . • ENTRY FLOOR TILE 1Y3IN ! 3313 ELECTRICAL POWER AND CONNECTIONS TO Gia.ff MOTOR ■ 1 . � • " •••1 GRILLE CONTROLS I SWITCHES UGHT FIXTURES AND MO( amiss wows FOR OUTLETS SnO3PNIMO rr FINAL CLEANING I • �a PROTECTION OF STOIEFRONT 3or BLACK METPL NORA METIER WiLLNID SlORBFN0111 CONNECTION • BUILT-UP COLUMN X 18 GA. WELD W/ 1/8" 2*-12° • • • • • NEW DEMISING - WALL STUD AS REQUIRED SCALE MIS (2) 1200XCS16D 1 1 4 V E E T LD L I/?1 I / S 8 1 1-1 SCALE: 3" = 0" PLAN VIEW SOFFIT HEADER DETAILS 208! 1! 1 1 at FACE OF DEMISING WALL NEW DEMISING WALL STUD AS REQUIRED 3 - #10 SMS. AT SOFFIT \\\ — 5/8" GWB TYPE 'X' STORE SIDE 2" TAB ( 90 BEND BUILT-UP COLUM ATTACH TO MU JOISTS W/ 2- #10SMS KEY TO WORK NOTES: 4 - A‘Av 7 ati e4 /6 Z7' WORK - BY GENERAL CONTRACTOR STOREFRONT RESPONSIBIUTIES • r r ISOMETRIC VIEW NOTE: COORDINATE SIGN INSTALLATION REQUIREMENTS WITH THE OWNER'S SIGN MANUFACTURER, REFER TO SPECIFICATIONS 0' NOTE: / Ler / f SIGN LETTERS AND 3/4. TUBING FINISH BY SIGN TECH FIO SIGN - FRONT VIEW - A TYPE SCALE: 1" = 1'- 0" ,e 6 r %ME r = rbr ILJ ACCENT FLOOR SIGN 6'-7 3/4 SHOWN CURVED 40. 64.5° VIF LjEFFIT1 1 111 11-1 01 ; / • - 1 II II H ji L IL_ LJ JLi II I Imo 11 U I to — 1/8V ---- SIGN BODY BY SIGN CONTRACTOR 12 GA COLD ROLLED STEEL SHT. rain- I - ) 1 • , se r NOTE: t / / 41 1 , .0/ • r?2 fr P/71 ;'' ', c; SIGN LETTERS AND 3/4" TUBING FINISH BY SIGN TECH FIO SIGN - SECTION - A TYPE SCALE: 1 1!2": 1-0 40 v /9e Li4/v STOREFRONT SOFFIT DETAIL SCALE: 1 112 "= V-0 P034r-22t SCALE 1 VT = r-r • SIGN WIREWAY BY SIGN CONTRACTOR //" 6" q v/ A EXIST. CONC FLOOR A SENSORMAT1C SECTION BACK ETCHED LEXAN PANEL W/ NEON — 3/4" SQ TUBING BY SIGN CONTRACTOR " 7 //1 r //e" %A„- 6' /1/ 5 MAX SLOPE 110 SUSPENDED 5/8" GWB SOFFIT, SEE EXISTING MALL BULKHEAD FINISH UNDERSIDE AS REQUIRED j/'' 4 EXISTING MALL FINISH FLOOR NEW ENTRY TILE PER SPEC 114- ZINC TERRAZZO STRIP SE-CUR1TY ANTENNA CONFIRM EXACT TRENCH LOC WI SENSORMATIC STORE SIDE /1.1 /./.; ' A 4 ', TOP CORD 4 EXISTING MALL —/ TRUSSES, VERIFY SIZE AND LOCATION "/" 1 /2" 4 4 0r ? 11/: / 1 5 / J./ //7 < 107/ '/%1/2 2fr t% 12 6. iP (../ 4 , 1 • ' 4 6." -7 .65; /5.: 1- ( '; "0; L " - - . N • • SCALE: 1' = 1'- MAU. SIDE SCALE NU 1 !% SENSOR MAT SETTING BED ANTENNA MAT — SECTION BRACE AT GRILLE TUBE PILASTER PLAN - RIGHT SIDE (LEFT SIDE SIM) SCALE: 1 1/2" = V-0" . Eon CONC FLOOR - SAW CUT FLOOR, CLEAN CUT, DO NOT OVERCIff 1 14 ZINC TERRAZZO STRIP EPDXY GROUT TILE f LATACRETE LATAPDXY 300 NOTFY secoRMAT1C COMMICE1111311 OF PROJECT (14100241-0675) SENSORMAT1C SECTION G 1 /1j I — MALL STRUCTURE 1"ff 45,9/ ,4 ./.9 1,J,/ 7" \ 6? / —EXISTING MALL NEUTRAL PIER .1/4 F A - "A SOUTHCENTER MALI. SPACE. # 1008 TIALW1IA, WA 98188 MURPHY VAREY ps 1loi Norm Amert Sorre Surru, Varenc-nos �iji 2o6 - F: 106 9/77 F Ivry litraravVaati.corp DATE: Sean Tau: \\,...5 7 .; E DA D AUF STATE 0;- WASH.!NC. PROJECT NUMBER: 03402 ZUMIEZ STOLE I 498 ISSUED Foe: PERMIT / BID I MALL R EVI EW 7-17-03 Paeuannourr KAU REVIEW 7-25-03 PERMIT/111Di NMI 11EView JUL 3 1 - STOREFRONT DETAILS Saw 1114Nomot A3.02 • • WINDOW SUPPORT BY STOREFRONT CONTRACTOR F.F. \I l• �R Y arc• air J 2e9.2W3 t' air 314 ip -- ACCESS PANELS TO BE FURNISHED BY OWNER AND FIELD INSTALLED BY STOREFRONT CONTRACTOR 3'-8" 3" DIAMETER HOLE N FOR GROUTING A REAR ELEVATION SCALE: to • = r� S FLOOR CONNECTION NOTE: STOREFRONT CONTRACTOR TO PAINT ALL WELD PLATES TO MATCH ARCH _j--- PRE - DRILLED 5/8" STEEL PL BY ARCH MANU 1/2' DIAMETER HILT! KWIKBOLT EMBED 2114" MIN 1" GROUT BELOW WELD PLATE BY ARCH MANUFACTURER PAINT TO MATCH ARCH ___ 114" X 2112" SIGN SUPPORT PLATE BY STOREFRONT CONTRACTOR WINDOW WELD PLATE BY ARCH MANUFACTURER 1" DIA CONDUIT FOR SIGN ELEC BY ARCH MANUFACTURER 2"X7 X 1 /4' WELD PLATE BY ARCH MANUFACTURER CENTER SECTION SCALE: 1/2 " = 1' -0• GROUT IN FIELD I • ` r � • w C) , • - , A - 11* 1/2" ,L i TYP. JOINT "A" SCALE: 3" =1' -0" TYP. FALSE JOINT SCALE: 1 112" = 1'-0" S. • r 7 JP `- a r. TYP. SIDE ELEVATION SCALE: 112 " = SEPARATION JOINT - GC TO PROVIDE _�- ---- -- 118" GROUT JOINT TO MATCH SIM. JOINTS ---- 114" X 2112 STEEL SIGN SUPPORT BY STOREFRONT CONTRACTOR COORDINATE WITH SIGN MANUF. 1" DIA CONDUIT FOR SIGN ELEC BY ARCH MANUFACTURER GRILLE CONTROL CUTOUT DIMENSIONS ON THIS SIDE ARE FOR THE BASE _ FACE OF SIGN, ALIGN WITH INSIDE CORNER OF ARCH 114' X 2 f2 STEEL SIGN SUPPORT - - - - BY STOREFRONT CONTRACTOR TE saa LOCATION WITH SIGN CONTRACTOR FACE OF Vat P104 IM TH 1W CORNER OF ARCH PLATE @ TOP - gy p 71/7 t +rt GFRC BASE CV 1 I - f3114" B FRONT ELEVATION SCALE: 1rz • = r-o� Po-2Z� ACCESS PANELS TO BE FURNISHED BY OWNER AND HELD INSTALLED BY STOREFRONT CONTRACTOR / 4 - 134' NOTE: GFRG ARCH IS TO BE FURNISHED BY OWNER AND INSTALLED BY STOREFRONT CONTRACTOR 6' -7112" Yr 40 GRILLE CONTROL - CUTOUT GH C ARCH 8 7 . 2 114' • $- 1 11, J 4 DIMENSIONS ON nips SIDE ARE FOR THE ARCH zumez SOUTHCENTER MALI. SPA( :E # 1008 TL'itwII.A, WA (08188 MURPHY VAREY n me Name A,t+r i S vn it Surma, Waser C?Sle oche fi sob 341 G 75 F ao6 yt oR7 E vvv. 11vsrerVA.tr. cos PROTECT NUMBER: 03402 Zuriu Smat ♦ 490 Ossumm Foe: PERMIT I BID I MALL REVIEW UTE: 7 -17 -03 7 -25 -03 ybl9 1 Sew t Soon 5..az PREumnowaT Kau ROM!, PESrrt /B,s.M*u"mew Jt;1 3 1 I STOREFRONT ARCH A3.03 1 `-_-- -- � A- WT = APPROX 730 LBS B- WT = APPROX 487 LBS C- WT = APPROX 730 LBS • WINDOW SUPPORT BY STOREFRONT CONTRACTOR F.F. \I l• �R Y arc• air J 2e9.2W3 t' air 314 ip -- ACCESS PANELS TO BE FURNISHED BY OWNER AND FIELD INSTALLED BY STOREFRONT CONTRACTOR 3'-8" 3" DIAMETER HOLE N FOR GROUTING A REAR ELEVATION SCALE: to • = r� S FLOOR CONNECTION NOTE: STOREFRONT CONTRACTOR TO PAINT ALL WELD PLATES TO MATCH ARCH _j--- PRE - DRILLED 5/8" STEEL PL BY ARCH MANU 1/2' DIAMETER HILT! KWIKBOLT EMBED 2114" MIN 1" GROUT BELOW WELD PLATE BY ARCH MANUFACTURER PAINT TO MATCH ARCH ___ 114" X 2112" SIGN SUPPORT PLATE BY STOREFRONT CONTRACTOR WINDOW WELD PLATE BY ARCH MANUFACTURER 1" DIA CONDUIT FOR SIGN ELEC BY ARCH MANUFACTURER 2"X7 X 1 /4' WELD PLATE BY ARCH MANUFACTURER CENTER SECTION SCALE: 1/2 " = 1' -0• GROUT IN FIELD I • ` r � • w C) , • - , A - 11* 1/2" ,L i TYP. JOINT "A" SCALE: 3" =1' -0" TYP. FALSE JOINT SCALE: 1 112" = 1'-0" S. • r 7 JP `- a r. TYP. SIDE ELEVATION SCALE: 112 " = SEPARATION JOINT - GC TO PROVIDE _�- ---- -- 118" GROUT JOINT TO MATCH SIM. JOINTS ---- 114" X 2112 STEEL SIGN SUPPORT BY STOREFRONT CONTRACTOR COORDINATE WITH SIGN MANUF. 1" DIA CONDUIT FOR SIGN ELEC BY ARCH MANUFACTURER GRILLE CONTROL CUTOUT DIMENSIONS ON THIS SIDE ARE FOR THE BASE _ FACE OF SIGN, ALIGN WITH INSIDE CORNER OF ARCH 114' X 2 f2 STEEL SIGN SUPPORT - - - - BY STOREFRONT CONTRACTOR TE saa LOCATION WITH SIGN CONTRACTOR FACE OF Vat P104 IM TH 1W CORNER OF ARCH PLATE @ TOP - gy p 71/7 t +rt GFRC BASE CV 1 I - f3114" B FRONT ELEVATION SCALE: 1rz • = r-o� Po-2Z� ACCESS PANELS TO BE FURNISHED BY OWNER AND HELD INSTALLED BY STOREFRONT CONTRACTOR / 4 - 134' NOTE: GFRG ARCH IS TO BE FURNISHED BY OWNER AND INSTALLED BY STOREFRONT CONTRACTOR 6' -7112" Yr 40 GRILLE CONTROL - CUTOUT GH C ARCH 8 7 . 2 114' • $- 1 11, J 4 DIMENSIONS ON nips SIDE ARE FOR THE ARCH zumez SOUTHCENTER MALI. SPA( :E # 1008 TL'itwII.A, WA (08188 MURPHY VAREY n me Name A,t+r i S vn it Surma, Waser C?Sle oche fi sob 341 G 75 F ao6 yt oR7 E vvv. 11vsrerVA.tr. cos PROTECT NUMBER: 03402 Zuriu Smat ♦ 490 Ossumm Foe: PERMIT I BID I MALL REVIEW UTE: 7 -17 -03 7 -25 -03 ybl9 1 Sew t Soon 5..az PREumnowaT Kau ROM!, PESrrt /B,s.M*u"mew Jt;1 3 1 I STOREFRONT ARCH A3.03 1 C (3) ,r --- 5' -0" I- J L PLAN VIEW 3" FRONT ELEVATION ACCESSIBLE BENCH SCALE: � p: err =�� SECTION AS REQUIRED 17 X 16 GA TRACK BOTH SIDES �CE, TYP PMETER 3 518" OM STUDS CROSS FRNAING l 24' 0.C. FURRING STRIP TO TOP OF STU P6SET6i SCALE VT = 114" DIAMETER, 2114" LONG TYPE S SHEET METAL SCREWS, ATTACH TO METAL STUDS, 8 TOTAL SCREWS PER STANDARD 1 1/16" DIAMETER HANG BAR NOTE: ALL STORE ROOM SHELVES SAME. SEE A-2.01 FOR LOC. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION REEVES SHELVING SYTEMS #: STANDARD: #44 ROD BRACKET #71-A14 SHELF BRACKET: #81 -C-16 HANG BAR: 11116' ROD STORAGE SHELVING SCALE: 114• =1'- 0' CONTRACTOR TO ATTACH TRACK TO DEMISING WALL PROVIDE BAKING IN PARTITION UNISTRUT P 100012 GA 1518 STEEL CHANNEL \! \r : `rrssa 1 sy. ze• ' (7.'43 3 an Sr HOT OIL DIPPED DREACED ROD 70 TI'Rl1 CAiAM � I ��THREE STRUCTURE LOCATIONS STRETCHER r 32" MAX OC NOTE: ELEVATION ALL BENCH SURFACES TO BE MATT BLACK LAMINATE BY G,C. - - -_ SIDE ELEVATION • CAsIIWRAP SOFFIT FRAMING PLAN 5' -9 112` m REEVE'S SHELVING STANDARD, ALIGN ON STUD, MAX. SPACING 32" O.C. 3/4' MELAMINE SHELF, EDGED, 16" DEEP HANG BAR CENTERIJNE/ -> IIIOfiPO/R 11' -r o 1'- 5114" EQ ' EQ EQ i i FACE OF PLYWOOD FRONT VIEW .■Pe VARIES - r PLAN VIEW 5' -9112' PARTITION AS PER SCHEDULE -- 3/4 R. EDGE BEAD (3) SIDES �.- 5/8" GWB. 514' X 8' CLR FIR SHELF SECTION \ t { ; s - 1 112" RADIUS \ EDGE DRESSING ROOM RECESS SCALE: r = r� 7 EASE EDGES 2114" FIR CROWN MOLDING ■ 5116' RADIUS r 1" RADIUS CROWN MOLDING HALF FULL SCALE ACCESSIBLE BENCH SEE FOIC - HOOK SET MEDALLION, MT TO DOOR CNTR. WIDTHWISE SCALE: 114" =1'- 0" PIECES CUT WITH BORDER ARE TO BE USED WHERE NOTED ON DETALS PANEL COMES W/ PRESSED MTL PATTERN AND BORDER ON ONE EDGE -- 'I 1 • SIZES NEEDED 24' - ,,• • GC To CUT PANELS TO THE CORRECT TYPICAL FOC #4574 METAL PANEL A RIGHT ELEVATION C TYP. LEFT ELEVATION SCALE: W'= DRESSING ROOM ELEVATIONS a W o T` L ..� wwwwww.HISOSI Cse w i -6'/ EQ 1 EQUAL k , ISLAND CASHWRAP SOFFIT RCP WALL SCONCE PROVIDE BACKING FOR MIRROR, SEE A-8.01 FOIC - MIRROR RECESSED SHELF SEE DETAI RECESSED WOOD BASE. SEE _v SURFACE MOUNTED -� WOOD BASE, SEE � - - - - - -- =I =_- REAR ELEVATION ;7) ALIGN LIGHTS OPEN 7-METAL PANG EQ D TYP, RIGHT ELEVATION FOC TRACK __ -___ LIGHT FIXTURE, CENTERED ON CANOPY EQ E FRONT ELEVATION NOTE EQ 'EQ' o _ ----- METAL PANEL JOINT RECESSED SHELF SEE DETAIL STAMPED METAL #4574 IFLLER PANEL (FOIC) -- CORNER TRIM NOSIN #800 EACH SIDE HOLES FOR FUTURE 3'RAIO PROVIDE J BOX �' FOR OWNER FURNISHED LIGHT FIXTURE FIELD CUT IAITER CORNERS #eoo AT OUTSIDE NOM (FOC) CORNICE 0806 (FOC) or - MAL " CR#AL 1. ALL PMI L 11000B. NUMBERS BY M • f 2. FCC ITEMS/40E OR PIECES 12-w+I- , BE BY GTO RT ,, ____ ___. 5' -1• CLEAR i / ACCESSIBLE DRESSING ROOM �J WALL SCONCE, CENTER ON DOOR OPENING DRESSING ROOM PLAN SCALE: 3/8.= r -a 1 X 10 FURRING STRIP 1*6 CONT. SUPPORT FOC MTL. CORNICE 17 X 16 GA TRACK AT PERIMETER VERTICAL PANEL #4574 (FOIC) 3 518" MTL STUDS 0 24.0_C_ 3/4" PLYWOOD --.t FIRE TREATED Q.. = WONT / 7 CORNER TRIM — FOIC - HOOK SET •� FOIC- MEDALLION MT. ON DOOR RECESSED SHELF SEE DETAIL CI i .'' '+ ';0;i'411)4 r . A e » h I V 5r8" HOT OIL DIPPED THREADED ROD niRU CHANNEL @ a� O.C. TO STRUCTURE SEE 4s-6" a� UNISTRUT P1000T 12 GA 1 5/8" STEEL CHANNEL ATTACH UNISTRUT TO JOIST WIlt10 TRUSS HEAD SIAS TYP 24' OC MAX AND AT ENDS , e - 7112" - .� 1 ✓, 518' NOSING 1100 HIGH SSE (FOIC) srAMPED MEW 1574 FILLER wwalPOIc1 CAsKWRAP SOFFIT DETAIL SCALE 3 = r- 0" • FIXED ACCESSIBLE BENCH - SEE -- PROVIDE ADDITIONAL FOIC - MIRROR IN ACCESSIBLE DRESSING ROOM --�- _ _ -__ — UNISEX 'ACCESSIBLE" SIGN MOUNT O 60" A.F.F. — TUBE STEEL SUPPORT AT ALL DOOR JAMBS SEE DETAIL RECESSED SHELF SEE DETAIL FOIC - MIRROR CENTER BELOW WALL SCONCE FOIC - HOOK SET NNN USE CUT VERTICAL W H�BORDER EDG AT TOP OF THE INSIDE VERTICAL FACE - LIGHT TRACK MERE - SOW ON PLAN 0 W zumez SOUTHCENTER MALI. SPACE # 1008 Tt-YwILA, WA 98188 MURPHY VAREY K sun \ern AVV!Ifl gem In SA.me. •8s"JMrtw omit T: sob . yN . 9R75 F 2o4 . 341 . gut E• m MarrinV.an.co• DATE: 7 -17 -03 7 -25-03 P o1Ett Nu*str. 03402 Zur Sum t 498 Issue) Fos: PERMIT / BID 1 MALL REVIEW Sean Ilimmok \ DA L.:, Ll'iPP 3'rA ;7: ►Y;: ,, •s ', 1 `" Penniman Mu. Renew IPaturr :B,M lima. torte Jut_ 3 1 SOW b DRESSING ROOMS, ENLARGED TOILETS & D E'TAI LS l\I A5.01 1O'-0' ABOVE FINISH FLOOR PIPE HAS PARTITION BASE PARTITION BASE AND TOP SCALE: NTS SUSPENDED GWB CEILING SCALE: 1112" =1'- 0" S PLE: r= rf • • 3/8' DIAMETER ALL THREAD HOT a oPPEn s� O.C. OR LIGHT CORD SUSPENDED LIGHT ;w .3 :.i sar r c _ • • FASTEN TO STRUCTURE 200 # PULLOUT MIN 9 GA GALVANIZED STEEL WIRE AT 4'-0" O.C. SADDLE TIE WITH 16 GA WIRE OR 2 STRANDS OF 18 GA WIRE PIPE HANGER PERPENDICULAR To TRUSSES t 1 £ ! LI _ 3/4' RADIUS CORNERS — 2 x 4 FIRE TREATED WHERE REQD. FLOOR STANTION (� DOOR BUCK, SEE EXISTING STRUCTURE 1/8' REVEAL, PAINT TOP OF BASE FLAT BLACK - -- NON- PUNCHED TRACK - -- 1 X6 BASE INSERT IN PARTITION 7 -- FINISH FLOOR AS SCHEDULED 25 GA CONTINUOUS UNPUNCHED TRACK RAMSET SHOT PINS @ 12" O.C. 0.140' SHAW DIAM W/ 1 1/8" PENITRATIONS, TYP 1117' VERTICAL CHANNEL STRUT TO STRUCTURE AT 17-0' O.C. 6 FROM WALL AT THE CONVERGENCE OF THE SPLAYED WIRES. P5500T UNISTRUT CHANNEL r --- W'REMOLD G3009C C- HANGER WIRBAOLD G3000CE COVER WIREIIOLD G3000B BASE 316' ALL THREAD HOT OE. [SPED O 5'-Or 0.C. MAX OR 6' FROM VAREMOLD JOINT LAND HOLDER, SEE UGHT SCHEDULE 1' a I3LACK STEEL PIPE M THREADED CONNE TIONS. 90'5. TEE& AID DONS 1r 1 • 1 r _ ELEVATION FLOOR STANTION SCALE: 3 " = 1' -0' PLF3062 UNISTRUT BEAM CLAMP, ATTACH TO TOP CHORD BETWEEN �--- METAL TAL DECK CORRUGATIONS - ___-' _ ! _ _ ) � _u - - TOP CHORD OF EXISTING TRUSS I `--------. ' - i I ti� - --1 - STRUCTURE 1 i 3/8" DIAMETER ALL THREAD --- I -,s. HOT OIL DIPPED 5.0' O.C. OR - i 6' FROM O JOINT • • • 3/8' PLATE STEEL 1/2'151 KB, EMBED 2 1/4' 2'x2 "x 114'TS 118" t FOR LOCATION IN WALL SEE �s ?• ` `�� • • PIPE HANGER To TRUSSES / Fly — 4" -- PLAN VIEW (4) 12 GA WIRES 90 DEGREES AKRT AND TIED TO CHANNEL AT 17.0' O.C. EACH WAY, 6-0' FROM WALL 7/8" METAL HAT CHANNELS AT 7-0' O.C. 1 112" CHANNELS AT 4'-0' O.C. • ' - -- 318" DIAMETER ALL THREAD I I -- / HOT OIL DIPPED db SUSPENDED UGHT SYSTEM IBELOW AS SHOVOI TO TIE LEFT UGHTRIG NOTES 1 _ ELEC. CONTRACTOR SHALL PROVIDE ALL VII OLD COMPORTS AS REQUIRED wr NOT LIMED TO! -FLAT ELBOW II X11E FOR ALL 90' TURNS -TEE CONNECTOR 11G3015E AS -101P-OFF FITTINGIG3046W FOR PEER FEEDS 2. ELEC. CONTRACTOR SHALL PRCNIDE ALL MOUNTING HARDWARE AS INDICATED MIDAS REQUIRED FOR COMPLETE INSIPHATION a EEC CONTRACTOR SHALL PROVIDE HILL STOIC BRACING AS QED IN DE LOCAL JURISDICTION - it EXISTING STRUCTURE J FOR CEILING HEIGHT SEE RCP 11A7.01 w cC PLF3062 UNISTRUT BEAM CLAMP, ATTACH TO TOP CHORD BETWEEN METAL DECK CORRUGATIONS - TOP CHORD OF EXISTING TRUSS STRUCTURE P5500T UNISTRUT CHANNEL 5/8' DIAMETER ALL THREAD HOT OL DIPPED 4'-O' O.C. CAMIVRAP SOFFIT BELOW, SEE PARTITION PER PARTITION TYPES FOR TRACK ATTACHMENT SEE 118' REVEAL, PAINT TOP OF BASE FLAT BLACK 7- RECESSED 1 X 6 CLEAR VG FIR WOOD BASE FINISH WOOD BASE DETAIL SCALE : 3" =1 FASTEN TO STRUCTURE 200 # MINIMUM 9 GA GALVANIZED STEEL -�► WIRE AT 4 O.C. 7/8' METAL HAT CHANNELS -, AT 7-0' O.C. \-8.x — 1112' CHANNELS AT ALMA/" 11/2' CHANNELS AT 4'-0" O.C. GWB SADDLE TIE wrm 16 GA WIRE OR 2 STRANDS OF 18 GA WIRE SUSPENDED GWB AT WALL - r' ■\ N • 5/8' DIAMETER ALL THREAD HOT OIL DIPPED ▪ I RATED WALL CONDITION "S PARTITION PER PARTITION TYPES s -- FOR TRACK ATTACHMENT SEE E 1 X 6 CLEAR VG FIR WOOD BASE FINISH • N • • \ \L jr,l ---_ PARTITION AS SCHEDULED 2 t - 16 GA MTL STUDS "A 45 EA. SIDE c METAL FRAME DETAIL SCALE: 3' = 1'-0' MKT PERPENDICULAR WALL WHERE OCCURS HOLLOW km. FRAME DOOR WOOD FRAME DETAIL 5\ SCALE: 3' =1' -0" 1)03. SCALE: NTS PARTITION AS SCHEDULED FLOOR STANTION SEE DETAIL DOOR TYPICAL HARDWARE LOCATION — VG DOUGLAS FIR DOOR FRAME FULL HEIGHT __. SHIM 3/4' RADIUS CORNER CAULK AT BASE, PAINT CAULK TO MATCH PARTITION - RECESSED BASE BELOW, RADIUS CORNERS 2 X BLOCKING, FIRE RESISTANT TREATED 16 GA. MTL. STUD I, N KICK PLATE J 0` o c3 zumez SOUTHCENTER M.&ii SpAci # 101)8 Tiiwi1A, WA 98188 MURPHY VAREY 1101 Kist. Avtiivs Ss?Tn III %AMC, D,wnctes Q$W sod . 3.1 . 9575 F: w6 . . vm E: ... 1larraun c*u PieopECT NUMIEI 03402 tur1EZ STORE S 498 ISSUED FOR: PERMIT I BID I MALL REVIEW Mat: 7-17-03 7 -25 -03 1 Sour Tau: I►RELI���Aen ywil REvi(w PEAR ieID MALL REV' Ell - JUL :3 INTERIOR DETAILS A5.02 • 4 • • I 4 , _ 4'•6' KEY NOTES • REFLECTED CEILING PLAN 1. CONTRACTOR INSTALLED OWNER FURNISHED SPENCERS, MOUNT TO SIDE MIALL 13• -IT. PROVIDE 1 PAR OF CONCEALED 14 GA SHIELDED SPENCER WIRE PER SPEAKER TO CASH WRAP. SEE ELECTRICAL 2. ELECTRICAL WIRE WAY AND SUSPENDED LIGHT. SEE DETAIL 111 A5.02 3. MECHANICAL DUCT. SEE ELBATIONS FOR FRIGHT. PAINT SIDE DIFFUSER IETMJC SILVER_ DUCT TO REMA 4 UNPAINTED. SEE MECHANICAL DRAVIR IGS. 4. PROVIDE 'J BOX FOR FOIC LIGHT FIXTURES 5. ENT Lam' WITH BATTERY BACK-UP, MOUNT TO VERTICAL M11LL, SEE BallIT1ONS B&CIA8.01, SEE & PROVIDE DUREX OUTLET FOR SBISOIWM►TIC EQUI'MeKT INSIDE SOFFIT ABOVE CEILING. VERIFY EXACT LOCATDN WITH SENSORIAMIC poo) 241-6678. 7_ FE OVERHEAD COILING GRILL MATH HOOD AND MOTOR GC TO PROM POWER NC !MALL OPERATOR SWITCHES AM CONTROLS t OPRER FURNISHED VINLL SCONCE CATER ON DRESSING ROOM DOORS. PROVIDE J BOIL, SEE LIC,' ITRIG St4'FEDIIE FOR MOUNTING teems I arm FURNISIED ILLUMINING NEON SIGH SEE ELSCIRICAL EQ EQUAL ruml= na, � �s •.W......, PIIPIMIMAIR _nr�awss MK P.:7 raar� arrasr EQ EQ EQUAL 10. EXISTING GINB CEILING 11. GYYB SOFFIT, PAINT P-3 12 CENTER LGIT TRACK ON GRLLE OPENING 13. PROVIDE ?-0' X 7-0' METAL ACCESS DOOR IN VERTICAL WALL 14. (2) 1? JOISTS FOR SUPPORTING SOFFIT WALL INDEPENDENTLY FROM IIIIAusrnUcnRE SEE oETAL t iA3.o¢ 15. SYNTCIECI (VIA TAE CLOCK) WALL MOUNTED OUTLETS AT 11 dAFF 16. MOUNT UGM TRACK MOUNTED TO CJISFNNtIIP SOFFIT 17. LOCATION OF IMC DROP 18. EXISTING STRUCil1RE, PAINT P4 It ONE HOUR RAm GVr8 CEILING AT S-Cr ABOAIE FINISH FLOOR EQ EQ EQUAL 7 EQ • - CENTER CEILING FEATURE AND LIGHTING ON FRONT OF CASHWRAP BELOW 8'-0' • O EQ EQ REFLECTED CEILING PLAN SCALE: 114' =1'-0r Z-10' . ' 6'-5" .1 arf OF TUKWILA OCT 1 POW ceptru, a t5C1b giiP22.45 • wmmz SOUTHCENTER MALL SPA(:k # l(►( 8 Ti:,« WA (8188 MURPHY Vuux K aici % ra Anima Som III Surma, W comm. Sabi T- sot.. 3441 . 9 F ao6 . 34' 9r77 F. srrs MuarnVusu.cor TERED DATE: 7-1743 7 -2543 551 Sew Taw Sow llo.wc . MURPHY E OF WASHINGTON PROJECT NuSSER: 03402 ZuwrEZ STORE f 498 ISSUED Fon: PERMIT / BID / MALL REVIEW REFLECTED CEIUNG PLAN 8 DETAILS A7.01 PREMIUM', Mau tram PERMIT /diM /Mnu REV�EMr 9- 19-03±REmsoon No. 1 10-07 43 .;\. PUNDIT Itsono nnM, No. 1 • V CEILING • --71 INSULATION k AT ACOUSTIC RATED PARTITIONS INSULATION PARTIAL HEIGHT AS INDICATED PARTITION CONFIGURATION - FINISH MATERIALS BOTH SIDES OF PARTITION AND CEILING NO SCALE PARTITION STRUCTURE, TYPICAL CEILING WHERE OCCURS INSULATION FULL HEIGHT AS INDICATED r f STIRS Q 1S' QC. _Ere\NA 42 1r-; :Cr Sir .,. _,x ; .• A PARTITION CONFIGURATION - FULL HT. FINISH MATERIALS BOTH SIDES 3 Sr STUDS @ woe. STANDARD PARTITION WALL CONFIGURATION UL DESIGN NO. U465 (SEE UL DESIGN STANDARDS FOR COMPLETE REQUIREMENTS): NONBEARING WALL RATING -1 HR 1. FLOOR AND CEILING RUNNERS- CHANNEL SHAPED RUNNERS, 3 5/8" WIDE (MIN), 1 114" LEGS, FORMED FROM MIN. NO. 25 MSG. GALVANIZED STEEL, ATTACHED TO FLOOR AND CEILING WITH FASTENERS SPACED AT 24" O.C. MAX.,, 2. STEEL STUDS- CHANNEL SHAPED, 3 518` WIDE (MIN.), 1 1/4" LEGS, 3/13° FOLDED BACK RETURNS, FORMED FROM MIN. NO 25 MSG GALVANIZED STEEL SPACED 24" O.C. MAX., INSTALL PER SPACING AS NOTED 3. BATTS AND BLANKETS - AS NOTED 4. GYPSUM WALLBOARD - 5/8" THICK, 4 FOOT WIDE, ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK WITH 1 IN. LONG, TYPE S STEEL SCREWS SPACED 8 IN OC ALONG EDGES OF BOARD AND 12 IN OC IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. SEE UL BOOK FOR ACCEPTABLE MANUFACTURERS AND PRODUCTS. 5. JOINT TAPE AND COMPOUND- VINYL DRY, OR PREMIXED JOINT COMPOUND, APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS; PAPER TAPE, 2 IN. WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINT. JOINTS REINFORCED EXISTING METAL STUDS AT 16" OC, VERIFY IN FIELD PARTITION (1 HR. FIRE-RATED) CONSTRUCT PER u.L DESIGN //U 465 NOTE: FIRE CAULK ALL PENETRATIONS. EXISTING ADJACENT TYPE X GWB TO REMAIN SHEET MIL BACKING, SEE ELEVATION FOR SIZE AND LOCATION - EXISTING METAL STUDS 1 LAYER TYPE 'X' G.W.B TO FULL HT. BATT INSULATION IF NOTED, SEE PARTITION DESIGNATION PLAN SECTION STRUCTURE, 7YPICAI. W CEILING WHERE OCCURS EXISTING WALL A WHERE OCCURS INSULATION 1 FULL HEIGHT AS INDICATED r r PARTITION CONFIGURATION - PARTIAL HT. FINISH MATERIALS ONE SIDE. UL DESIGN NO. U465 (SEE UL DESIGN STANDARDS FOR COMPLETE REQUIREMENTS): NONBEARING WALL RATING -1 HR 1. FLOOR AND CEILING RUNNERS- CHANNEL SHAPED RUNNERS, 3 5/8" WIDE (MIN), 1114" LEGS, FORMED FROM MIN. NO. 25 MSG. GALVANIZED STEEL ATTACHED TO FLOOR AND CEILING WITH FASTENERS SPACED AT 24" O.C. MAX.,, 2. STEEL STUDS- CHANNEL SHAPED, 3 518" WIDE (MIN.), 1 114" LEGS, 3/8" FOLDED BACK RETURNS,FORMED FROM MIN. NO 25 MSG GALVANIZED STEEL SPACED 24" O.C. MAX., INSTALL PER SPACING AS NOTED 3. BATTS AND BLANKETS - AS NOTED 4. GYPSUM WALLBOARD- 518" THICK, 4 FOOT WIDE, ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK WITH 1 IN. LONG, TYPE S STEEL SCREWS SPACED 8 IN OC ALONG EDGES OF BOARD AND 12 IN OC IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. SEE UL BOOK FOR ACCEPTABLE MANUFACTURERS AND PRODUCTS. 5. JOINT TAPE AND COMPOUND- VINYL, DRY, OR PREMIXED JOINT COMPOUND, APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS; PAPER TAPE, 2 IN. WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINT. JOINTS REINFORCED 3 518" STUDS 6" STUDS PARTITION (1 HR FIRE- RATED CONSTRUCT PER U.L. DESIGN #U 465 \ WOOD 4 Cui/PrmoN SCP E: 3r= r. NOTE: ARE CAULK ALL PENETRATIONS. - — 7_ 1 LAYER TYPE 'X' G.W.B. EACH SIDE `- - - -- SHEET MTL BACKING, SEE ELEVATION FOR SIZE AND LOCATION _`� METAL STUDS --- - - ___. _ BATT INSULATION IF NOTED, SEE PARTITION DESIGNATION PLAN SECTION CORRIDOR CEI.ING, 518• TYPE X GWB AT RATED TIE RATED CEIJNG SHALL BE CONSTRUCTED IN THE SAME MATERIALS AND MANNER AS REQUIRED FOR THE FIRE- RESSSTNE WAL.LASSEM&Y FOR THE RATED WALLS TRIM, I YVrJOD TRRI PANTED I, PMI�ITED 3 5C A�ETAL STUDS, 16 GA L @izo.;. -_i - 5 TYPE x GIIMB ------- TYPE AS NOTED SEOIMI War PARTITION CONFIGURATION - PARTIAL HT. FINISH MATERIALS BOTH SIDES. OE. J PARTITION 3 5/8" STUDS @ 16' O.C. 1I2' CDX PLYWD FIRE TREATED EACH SIDE METAL STUDS 1 LAYER TYPE IC G.W.B. EACH SIDE PLAN SECTION TYPICAL PiutnnoN • ACOUSTICAL PARTITION - FINISH MATERIAL ro SS I pS BASE OCCUR MERE RAMSET SHOT PINS @ 1? O.C. 0.140' SHANK DIAM. WITH 1118" PENETRATION - TYP. FINISH IM ERIAL ACOUSTICAL JITION • - ACOUS'TIC SEALANT e PERIMETER AND AU. PENEIR 1T1I 5 THE PARTITION I WALL DESIGNATION IS A THREE -UNIT CODE THAT DENOTES THE CONFIGURATION, CONSTRUCTION, AND INSULATION. 25 GA. CONT. UNPUNCHED TRACK RAMSET SHOT PINS @ 12' O.C. 0.14r SHANK DM. WITH 1 11B' PENETRATION - TYP. 25 GA. CONT. UNPUNCIED TRACK a SEALANT e INTERFACE WI FLOOR ---� SAS �� INHERE SEE PARTITION CONFIGURATION PARTITION CONSTRUCTION PARTITION MODIFICATION PARTITION D ESIGNATION BATT ACOUSTICAL INSULATION BAIT THERMAL INSULATION R -11 SUBSTITUTE TILE BACKER BD. FOR GWB. @ TILE FACE OF PARTITION ONLY SUBSTITUTE WATER RESISTANT GYP. BD. FOR GWB ON TOILET SIDE OF WALL ONLY SUBSTITUTE ABUSE RESISTANT GYP. BD. FOR GWB MODIFICATIONS WHERE MTI. DECK FLUTES OCCUR ABOVE AND ARE PERPENDICULAR OR AT AN ANGLE TO THE PARTITION, INSTALL FIRE STOP COATING AS REQUIRED TO MEET FIRE RATING REQUIREMENT FOR PARTITION BELOW COMPRESSED AURAL WOOL AS REQUIRED FOR FIRESTOP COATING FIRESTOP TO CEIUNGOROOF CONSTRUCTION 1 — Ic r- AT NAMED PANTfON ToP of WALL DrNL NTS PARTITION NOTES SEE FLOOR PLANS FOR SPECIFIC PARTITION TYPES: 1. SEE LIFE SAFET`! PLANS FOR LOCATION AND EXTENT OR LIMITS OF RATED CONSTRUCTION. 2. COORDINATE CONSTRUCTION OF FIRE RATED WALLS 1 PARTITIONS WITH DESIGN NUMBER SPECIFIED AT EACH PARTITION TYPE 3. FRAME AND FINISH OPENINGS FOR MECHANICAL AND ELECTRICAL. SYSTEMS AS REQUIRED AND AS SPECIFIED ON MECHANICAL I ELECTRICAL DRAWINGS 1 SPECIFICATIONS. 4. ACOUSTICAL PARTITIONS SHALL BE CONSIDERED ANY PARTITIONS CONTAINING INSULATION. 5. PARTITIONS NOT OTHERWISE NOTED ON PLANS SHALL BE TYPE 6. METAL STUD PARTITION BASE TO BE PER DETAIL 14 A a 7. ALL FIRE RATED ASSEMBLIES ARE BASED UPON UBC I ICBO., UL, US GYPSUM, AND GYPSUM ASSOCIATION FIRE RESISTANCE DESIGN MANUAL GA -600-92 TEST DATA. FIRE RATED PARTITIONS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE TESTING AGENCY(IES) LISTED. REFER TO SPECIFIC TEST REPORTS FOR REQUIRED COMPONENTS AND ASSEMBLY. 8. ALL ACOUSTIC ASSEMBLIES ARE BASED UPON ASTM E 90 TEST PROCEDURES. ACOUSTIC RATED PARTITIONS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF APPROVED TESTING AGENCY(IES). REFER TO SPECIFIC TEST REPORTS FOR REQUIRED COMPONENTS AND ASSEMBLY. 9. ALL OTHER (NON- STRUCTURAL) PARTITIONS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SPECIFICATIONS, MATERIALS MANUFACTURER, AND INDUSTRY STANDARDS. 10. METAL STUDS ARE TO BE 16" O.C., 20 GA UNLESS OTHERWISE NOTED. DECREASE STUD SPACING AT PARTITIONS WITH ATTACHED CABINETS AND OR EQUIPMENT. 11. ALL GYPSUM BOARD IS TO BE 5/8 "THICK TYPE X U.O.N. 12. PARTITION TYPES SHOWN ON THIS SHEET ARE NOT NECESSARILY ALL USED ON THIS PROJECT 13. PROVIDE BRACING ABOVE CEILING AS REQUIRED TO LIMIT DEFLECTION TO SPECIFIED ALLOWANCES. 14. SEE PROJECT SPECIFICATIONS FOR LIGHT GAGE METAL SUPPORT FRAMING, GYPSUM BOARD, THERMAL INSULATION, ACOUSTIC TREATMENT, TRIM, & ACCESSORIES. 15. BLOCKING / BACKING IS REQUIRED AT THE FOLLOWING LOCATIONS: 16. SEE DETAILS ON THIS SHEET FOR TYPICAL PARTITION CONSTRUCTION INFORMATION. A. WALL MOUNTED CABINETS B. WALL MOUNTED ACCESSORIES OR EQUIPMENT C. WALL MOUNTED DOORSTOPS D. WALL MOUNTED DOOR HOLD -OPEN DEVICES AND 1 OR CLOSERS E. TOILET ROOM F. TOILET ROOM ACCESSORIES G. OTHER LOCATIONS AS REQUIRED BY ARCHITECT AND INDUSTRY STANDARDS. AT NON RATED PARTITION • EXISTING ROOF DECK ATTACH HORIZONTAL FRAMING TO STUDS ONLY. DO NOTATTACH TO TOP TRACK � - ` - - HORIZONTAL 3 518" 20 GA METAL FRAMING, ATTACH HORIZONTAL FRAMING TO STUDS ONLY. DO NOT ATTACH TO TOP TRACK . CITY OF TLIKIVIUk OCT 22203 !r_ 3 t10 SMS @ 12' O.C. -TYP SEALANT, TYP. @ ARE -RATED AND ACOUSTICAL PARTITIONS EDGE TRH DEEPAEG TRACK ATTACH G.W.B. TO STUDS ONLY. DO NOT ATTACH TO TOP TRACK - a- ONES WI- RE OCCURS. SE PARTITION VI ALL DESIGNATION INHBI NO GINS OCCURS 115E HORiZONIAL 3 W 20 GA MEW FRANK An/ CH HORIZONIAL FRAM TO STIR OILY_ DO NOT ATTACH TO TOP TRACK mecum anraP tuKwav► O CT 1 11 !T cam► %Ep 1:X:1 SOUTHCF:NTER MALI, SPA( :E # 10(18 Tt:kwII . WA ( 318 3 MURPHY VAREY 7101 \om, Avert Sam iii S1A,TU. Wum.CTrs Qalsl T: sob . 341 . On F: scab . 34t or E. m Wrenn Yam, cM PROIECT NwssEt 03402 ZIIr1EZ STORE • 490 ISSUES lot: PERMIT I BID I MALL R EVI Ew Dan: 7 -17-03 7 -25-03 \■,, J URPHY STATE OF WASHINGTON Pettm«.AR. MAtt REVIEW PESR /DO /NAtt REVS i 10 - 03 „. Poser RESMwnTAt So. 1 SMUT 1 PARTITION TYPES Sow Iwwi: A9.O1 RED FINISH KEY REF. DESCRIPTION MANUFACTURER NAME I MODEL I I COLOR GENERAL LOCATION REMARKS CONGA } CONC. CONC -3 CONCRETE STAIN CONCRETE PRODUCTS - _ . PRODUCTS PATINA STAIN W/ 80% BUCKWHEAT C SEAL COAT 120% JADE (MIXED) ' INSTALL OVER NEW TROWELLED CONCRETE SURFACE CONC -3 PROVIDE SEALER INSTALL OVER NEW TROWELLED CONCRETE SURFACE CONC -3 PROVIDE SEALER CONCRETE STAIN SEAL COAT WI I BLACKFOOT . __ SEALED CONCRETE C Y O N WILLIAMS WILLW SHERWIN WILLIAMS CLEAR SEALER LATEX ENAMEL 'EGGSHELL LATEX ENAMEL SEMIGLOSS I #1912 #1912 SUBMIT BRUSH OUTS FOR APPROVAL SUBMIT BRUSH OUTS FOR APPROVAL P-1 P -2 P-3 1 P-0 1 P-8 PL -1 RB-1 CO CO 4:10 a WB-1 CI) PAINT PAINT PAINTRWIN WILLIAMS LATEX ENAMEL SATIN FINISH 81912 *1°63 SUBMIT BRUSH OUTS FOR APPROVAL PANT SHERWIN WILLIAMS LATEX WALL PAINT FLAT SUBMIT BRUSH OUTS FOR APPROVAL BASE FOR DECORATIVE SHERWIN LATEX #1912 PROVIDE FULL SPECIFIED WALL FINISH PRIOR TO APPLICATION OF OWNER SUPPLED AND INSTALLED OVER ' C COORDINATE PAINT WI MALL PAINT MALL PAINT MATCH EXISTING MATCH EXISTING PAINT SHERWIN WILUNAS LATEX ENAMEL SATIN FINISH SW1007 PLASTIC LAMINATE WILSON ART MATTE 1500N -6 GREY TOP OF WAINSCOT AT 4'-5' ABOVE FLOOR, PROVIDE METAL TRIM EDGE RUBBER BASE ROPPE At i STRAIGHT BASE 193 BROWN I BLACK CUT BASE BETWEEN WALL STANDARDS METAL FINISH EPI INSTA BLACK 333 BUFF WI SCOTCH BRITS, MATCH SAMPLE PROVIDE CLEAR MATTE FIN. EPI (262) 786.9330 TILE MEXICAN SOLTIO CUT TO 6x6 NATURAL GROUT: NATURAL, PROVIDE CLEAR LOW GLOSS SEALER TILE VERMONT SLATE HONED SLATE GAUGED BLACK CUT LETTERS, SEE DETAIL 12/A3.04 MALL FLOORING NA MATCH EXISTING WOOD BASE NA 1x6 CLEAR FIR APPLY AN. WS-1 - WOOD STAIN SHERWIN WILLIAMS • -D 1564830 WIPING STAINS BLACK ABRADE TO MATCH SAMPLE, APPLY LOW GLOSS PENETRATING FINISH, SUBMIT SAMPLE FOR APPROVAL FINISH SCHEDULE ROOM # ROOM NAME FLOOR I BASE + NORTH EAST r SOUTH WEST CEILING , CLG HGT REMARKS RETAL STORE .* �, .. P4 '3-0 *'SEE ELEVATIONS AND PLAN 1610 AFF I 'P-3 AT STOREFRONT GWB SOFFIT, SEE REFLECTED CEILING PLAN I W I ., I RB-1 STO RAGE P -1 P -1 P-5 I P-5 NO PAINT OPEN TO STRUCTURE P -1 P-5 CONC3 i RB-1 P -1 DRESSING ROOM CONC2 ; WB-1 JP-0 P.4 (1 :I4 P-5 P-0 I P-5 P-4 OPEN TO STRUCTURE EMI ACCESSIBLE DRESSING RM CONC2 i WB-1 I P-0 - - - CONC3 ! RB-1 I 1 -- FWI CORRIDOR P -1 P -1 1 P -1 P -1 EXISTING DOOR SCHEDULE DOOR FRAME DETAILS r RANG NOTES NO. TYPE WIDTH HEIGHT THK( MAR , FINISH MAIL FINISH HEAD JAMB ! SILL NA ( SEE SPEC, PROVIDE CYLIIOER ( 11 ) GRILLE NA NA NA NA 1 NA NA NA T-0' 1-314' WD P-8 MR P-2/P-8 41A5.02 002 FLUSH 3'-0' 41A5.02 I NA 20 MIN p.8 STORE SEE, P-2 STORAGECORRIDOR SIDE } 1.314' 1314• I 1314 ��$ WS-1 WS P-2 7 WD WD WS-1 I NA 003 r W 7-6 5 -4 51A5.02 GRAIN 1 NA ; ' VERTICAL AR FACE, MT. TOP OF DOOR G-4' , ♦ VERTICAL GRAN FIR FACE, Mt TOP OF DOOR @ 6 CAD ! 3'-0r FL S • WS P NA 51A5.02 NA 005 ! Y 0 T-0' �--, FLU I 60 Mu P 2 CORRIDOR SIDE, MATCH STANDARD WILL DOOR : COLOR P-7 ON WW. SIDE GENERAL DOOR NOTES 1. ALL HOLLOW METAL DOOR FRAMES TO BE WELDED FRAMES HARDWARE SCHEDULE GROUP HINGES I LATCH SET 1 DEAD BOLTS SEALS i CLOSER SILENCER; KICK I THRESHOLD . NOTES A B NA NA VIY DOOR KW NA NA NA I NA I NA COORDINATE LOCK WITH GRILLE MANUFACTURER SECURITY MORTIS CLA SR'M IN MORTIS ( YES YES i NO I YES I NO LEVER HANDLE, 10' KICK PLATE, CLASSROOM FACTION C `:;, I CYLD LOCK NO NO NO I YES NO I NA I LEVER HANDLE, ALWAYS LOCKED, CLOSER N HINGE, E, KEYAUXE D 11/2 PAIR ' DETEX PNMC NO YES YES NA I YES I NA I . s OKE8 MARLED RDA EXIT DEVICE WITH HARDWARE GENERAL NOTES: 4. PROVIDE STOPS AT OPENINGS (WALL OR FLOOR) DEPENDING ON FIELD C0mDITION 1. ALL EXTERIOR DOOR CLOSERS SHALL HAVE 8 LBS. MAXU1 PULL 5. FOR TYPICAL MOUNTING HEIGHTS SEE DETAL 101A5.02 2 ALL INTERIOR DOOR CLOSERS SKILL. HAVE 5 LBS. MAXIMUM PULL 6. KEY 1411 DRESSING ROM AL.KE, KEY ALL OTHER LOCKS (INCLUDING GATE) ALIKE 3. ALL HARDVdARE TO BE US10B FISH (OIL RUBBED BRONZE) LIGHTING SCHEDULE MARK FIXTURE MARK I WANT FIXTURE I LAMP TOTAL EXBAPT I WATTS LIGHTPIG NOTES 218 1962 SUPPLER - CAPITAL U HIM (8 232-00"33 1 mama BOX nevem FROM CUM O 0 9 _ I HUBBLE UGHTIdG. NC. S WD- 175 -E1- APJM1 17 511 III I 0 6 FDIC - JUNO TRA�C-UTE SERIES MACK a HEADS (Mil son I�R 16 NSP 50 300 s�uPPllei - CAPITAL I IGNTV4G ( 232 9023 SUPPLER - CAPITAL IJX iT MG ( 132423 .. ��..::..../i I moues PROVIDE sRa 4. } 8-1 —L.. FOIC - lO TRA�GUTE SERIES TRACK a HEADS (8731 5)■ Iii t6 Ng) I 6 _ I "'was a METE K LONG 30 200 0 =LEE= KC - JUNO TRIO -LITE SERIES TRACK a HEADS (RT31I 8 A WOE ROW moo: �4. ow eura( 5011 Iii 16 NS -' l _ H t 50 400 H 4M j SUPPLIL3i - comm. UGHTNG ( 1232-9823 0 FDIC - a1VE TORTOISE PEW JOT I AMBER BALLS i S�'PLFR - LUTE LJXaiiT14G 333" o i zt9TOR �oLA ->9c R � 200 i MOUNT BOTTOM OF FOXr ra ° FDIC - TRAC�(TE SEAS ' 113 I i Sa PAR 30 MSP 5I . 1450 SUPPLER - CAPITAL U HTIrG NOM 132-9823 _ FOO►T COK��'T30eel HHOLDER 0 .L__ 4 _ _ POIC - JLNO TiMAC4JTE SERIES MAO( 11331 I. j wa FOOT COIAI?.'T30 HOLDER WIN FAR 30 NR 58 , f S4JPPL� - C.APITAL uGHTIrG fan 232 23 ( 6 Rae - am TORTOISE HILL SCONCE imen BALLS eixi amit 40 i 128 -- SL�PPL� _ RESOLUTE txRHnrG ,} `�' -- 1 3� -tai maw ants 8000 ri yr � 0 I 4 Fac - CXlI C $-t20 k 3211 T 410IK 3I i 156 f C. M HIV' FROM STRUCTURE MACK. MOUNT e EE - caw t2/M 32 11 TA 4/M( - 12'47 MT OR SL ACE router BELOW V.AFf I * 78 t CHAIN HUNG F STIWICTI A OIL MOUNT 01 � � _ _ _ , 1711' OR SURFACE MOUNT OEM 1?4P c I 17T4 fora Ti. 10 - - ____i ' FLUGPIN FNMA i c====" I x I F O I C 43 c*P 4 c 1 X w�,Lr01XTe fir PET �_ NM MI MING FOC IMO arvapiumpout OCT1 4 213 Few MITER • .r \1 tk S.7144. r !t9 - 2N11 87 ; a. r 0 0 . 1 , 1 : zinvez S0[)THCENTER MALI. 4PACE # 1(c)8 TUKWILA, WA ( i1N►t3 MURPHY VAREY n mica \nrr Arturo' Sons su Sums. Msn+.c»u 98111 T- sob 341 q$7s ><4 34, gm F o MousTY■n cos 0*T1: 7-1743 7 -2543 SMUT NOMMIER STATE Or WASHINGTON PROIECT Nurtsxr. 03402 �II�IEZ STONE • 490 Issues Fat: PERMIT / BID / MALL REVIEW PaaMMwr. M►u trots P1*RITIs+sir*Nu Renee 104743 „ P ERIM 11S1p•UITTM No 1 sew -km, SCHEDULES +$L DOOR DETAILS A9.02 .'. AEA RECESSED KEY STRIPS EA. VERTICAL SUPPORT TYP. (3) PER SIDE --� 19" oe KNEE CLEARANCE N ADJUSTABLE SHELF } REMOVABLE ACCESS - ---- DOOR AT OUTLET FLOOR MOUNTED OUTLET - VOID Lastfiravgi 4to 071 200. :7 V 2: IN A - 7 - ---- LAMINATE TOP A10.01 w I, FT 1 =OPEN _ SCALE: 1"=1 2'x4" CUT OUT — METAL PANELS 6' -2112' CENTERLINE/ w'ORKPOINT • • V r= r4r - NOTCH ADJACENT UNIT TO ACCOMMODATE DOOR LOCATION EDGE OF ADJ. CABINET 1/4 " FIR PLYWD. SLIDING DOORS ADA ACCESSIBLE COUNTER CALCULATIONS LENGTH OF ACCESSIBLE COUNTER: 3r PUBLIC, 41" EMPLOYEE TOTAL COUNTER LENGTH: 27-6" PERCENT OF COUNTER ADA ACCESSIBLE: PUBLIC 13 %, EMPLOYEE 16% ADA ACCESS iat.E COUNTER CASH REGISTER THIS PACE OF METAL -- ISFOICMIFELD CASHWRAP - PLAN VIEW SCALE: 1n •= ra FROG ELLVAIiON 1 I DISPLAY - REAR SECTION - ELEVATION LAMINATE TOP TINS !ECE OF METAL IS FOICNBELO BUTT EDGE GLASS, POLISH EDGES 1/4' TEMP. GLASS T' OPEN 6'-2 1/2" r GC TO CUTOUT OPENING FOR SENSORMATIC « � TAG REMOVER, _ I J , VERIFY SIZE WITH SENSORMAT1C AND 7/8' 3/4 COORDINATE LOCATION VERIFY I \ r ■ r \ _ r 41 ` A 1 NI ,.r FINGER HOLE r I ADA ' ACCESSI \ / " COUNTIFR HARDWOOD SLOT TRACKS TOP & BOTTOM 2"x4" CUT OUT ------ OPEN ` - 2" X 4" CUT OUT AT REAR TO ACCOMMODATE WIRE WAY COVER ELECTRICAL ACCESS ROUTE AT BASE ----- SURFACE MOUNTED MTL. SHELD 12 GA. COLD ROLLED STEEL SHEET INSTALLED IN FIELD BY GC SEAIJINT @ ALL JOINTS ADJUSTABLE TEMPERED GLASS SHELVES • FINISH TOP WOOD PANEL UNFINISHED SHADED TO MATCH • • METAL FACING f INSTALLED BY CABINET MAKER RECESSED BASE VG FIR, STAIN BLACK • • ` f • • • • • ELEVATION SCALE: 1" =1r-0" RECESSED KEY STRIPS EA. VERTICAL SUPPORT TYP. (3) PER SIDE ADJUSTABLE SHELF -- REMOVABLE ACCESS DOOR AT OUTLET ELECTRICAL BOX AS INDICATED ON PLAN BY ELECTRICIAN dV • • • j' • • WOOD FRAIAE UNFINISHED SHADED TO MATCH 12 GA STEEL PAIEL BY CABINETMAKER ADJUSTABLE STANDARDS RECESSED BASE STAN BACK • • 4" W X rD SLOT FOR CABLES EA. SHELF 314' VG FIR PLY ----- CONSTRUCTION ADJUSTABLE 314" PLYWD. SHELVES (2) PER BAY 4"H x 2'D SLOT @ REAR OF CABINET FOR WIRES PROVIDE CUTOUT AT OUTLET, TYP. COVER ELECTRICAL ACCESS ROUTE AT BASE 7 MR. PANELS BY CABINET MAKER 1/4' TEMPERED GLASS Ns f N- • • • • • • CASH REG. - SECTION SCALE: r = ra 22' OPEN OFEN, f • •; • • • LAMINATE TOP 4'WX2'H SLOT FOR CABLES, EA. SHELF & TOP OPEN • • sat r = r-0r CASH REG. -REAR SECTION ELEVATION SCALE: 1' =1' -0" COVER ELECTRICAL. \f 19' �' ACCESS ROUTE KNEE CLEARANCE AT BASE 371/2" - UNFINISHED PLYWOOD, SHADED TO MATCH WOOD STAIN • • KNEESPACE OPEN OPEN • • r VA). ply, if BEYOND -- CASH REGS • END ELEVATION ____ RECESSED KEY STRIPS EA. VERTICAL SUPPORT TYP. (3) PER SIDE ADJ. TRACK, FULL HT. (3) LOCATIONS ADJ. SHELVES N N FLOOR MOUNTED ELEC. BOX BY ELECTRICIAN • • • 12 GA. COW ROLLED SR. LAMINATE TOP (BLACK) 4' W.X2'D.SLOT FOR CABLES 3/4 " PLYWD. BASE TYP. CUT BASE FOR OUTLET ACCESS GENERAL NOTES: 1. ALL CABINETS TO HAVE LEVERS AT CORNERS. 2. KEY TO WORK NOTES: WORK BY GENERAL CONTRACTOR WORK BY OTHERS C3'1334-Z243 41 1/2' • RECESSED BASE VG FIR, STAIN BLACK ELEVATION SCALE: 1' =1' -U'' • • JAHABOW- MAXUM -LITE COMPACT FLOURESENT PAINT FIXTURE MATTE BLK MR. PANELS BEYOND BY CABINET MAKER MTL. PANEL — � 1/4' TEMPERED GLASS RECESS TO RECEIVE 114" GLAZING BEYOND ELECTRICAL BOX PER PLAN BY ELECTRICIAN 1Y 2 a CO in 12 GA. COLD ROLLED STEEL SHEET INSTALLED IN FIELD METAL FACIG BY .. . MAKER HINGED ACCESS DOOR. ALIGN W/ METAL PANELS �--- MI BLACK mmez SOUTHCENTER MALI. SPACE # 1008 TuCwII. A, WA 98188 MURPHY VAREY K MCI \r,T• Amara Stns Tu Sums. WUUIaCTSI Ohm, T sob . 34, . 91 F: sob y/, 9177 E : ... Wop•TY■"*T cos DATE: 1 \s....4.7519 1 i I / ' to, IV' STA' 7-17-03 7 -25 -03 SWEET TI'TLt SNORT R PROJECT NUMBER: 03402 ZwuEZ STORE N 498 ISSUED FOR: PERMIT / BID I MALL REVI PREu•IOAR'► NAu IIEb1Ea' PERS T 84 /MALL REVIEW CASHWRAP SECTIONS & ELEVATIONS 1 ,. 3 I - - , A10.01 • p T 0 ' - F' II II II II II \\ ■ -0 \\ 01 r 0 CV 1 5' SECTION SCALE: 112" =1'- 0" 7-2" DISPLAY BEHIND CASHWRAP c4 SCALE: 112" =1'- 0" \ I eNe tl 9/32" x 5/8" SLOT --1 ALIGN WI VERTICAL MERCHANDISE , L STANDARD 9/32" HOLE ALIGN W/ VERTICAL MERCHANDISE STANDARD 8' -7' --�,• — 7 -2' - —r•- 7-2" 5" FRONT VIEW TOP OF 1 '4 VALANCE BRACKET PAIR LEFT HAND VIEW SCALE: trr = V- o' (PO ITEM F -2) 1'-6" M ■iii Ii SIDE VIEW (PO ITEM F 3/16" HOLE TOP VIEW CENTER 1/2" FROM EDGES — 0r51 /2y (PO ITEM P -3) N — TAB 3/4" BOLTS W/ OVERSIZED STL. WASHERS 1 1/2" THICK FIR SIDE RAIL W/ CUSTOM EBONY FIN. 12 GA. PERFERATED SHT. MTL WOOD FINISH: WIPED OFF EBONY STAIN W/ MATT CLEAR FINISH TIGHT JOINT FRONT VIEW PARTITION SECTION DETAIL F 11 112" SIDE VIEW — BACKING PER ELEVATIONS 3/4' BUMPER STAINED BACKING 314' SPACER FLR. PARTMON 1/4" SPA #1ie SPACE to co s Co END CAP LEFT HAND VIEW SCALE: err = r- a • • FRONT VIEW (PO ITEM P-6) PARTITION 3/4" FRENCH CLEAT PARTMON DRESSING RM. WALL FLOOR SCALE: 1/2" =1'- 0" 2 314" ' -- 7 -3" O1111•1 Ml i.111110. ,p S Flow Viat SCALE VT = r• or '51/2 "# 3'-6' SIDE VI EW FRONT VIEW (PO ITEM P -5) END PANEL LEFT HAND VIEW SCALE: 1/2" =1'- 0" 1'-6" # 2" O a a 6"•r FRONTVIEW (PO ITEM F-3D) DRESSING ROOM DISPLAY FIXTURE Co O a FLOOR Co V 2C SECTION PARTITION f DETAIL - , Y 2 " 0a 00 00 SIDE VIEW FRONT VIEW (PO ITEM P-4) CONCEALED STRAP LEFT HAND VIEW SCALE: err = r- o' PARTITION 1/4' SPACE. PARTITION T ' 3/4' DEEP FRENCH CLEAT (STAINED) MIRROR OR SHT. MTL. - /'114" SPACE DETAIL SPACE. PARTITION 114' DETAIL 4Plie SPACE CONDITION AT END OF VALANCE (6) PM EACH MERCHANDISE STANDARD VALANCE BRACKET (P -3) CONCEALED STRAP BEHIND VALANCE (P.4) SIGN VALANCE (P-2) FOIC LIGHT FIXTURE BEHIND VALANCE SCALE: w =r• SIGN VALANCE EXPLODED ISOMETRIC VIEW SCALE' NTS 3'- 1115116 CLEAR ELEVATION - SINGLE VALANCE SEEN VALANCE LIGHT BOX OCCURS AT SIGN VALANCE VERTICAL MERCHANDISE STANDARD, SEE FOIC MERCHANDISE SYSTEM 10 VERTICAL MERCHANDISE STANDARD 6 CONDITION WHERE ADJACENT VALANCE OCCURS — ACRYLIC LIGHT BOX END PANEL (P -5) VERTICAL MERCHANDISE STANDARD (P -1) END CAP (P-6) I ROOR i METAL STUD PARTITION ii ,--' AS NOTED ON PLANS F - 12" SAL WIDE X 20 GA /1 BACKING 3 LOCATIONS / 1 g = V - I 1 1 -'f - iz-- WHERE PAERCHANDISE 1 - STANDARDS ARE FREESTANDING INSTALL FOIC VEBT1CAl., SUPPORTS, SEE (PO ITEM P-1) MMILL BEYOND Pukes View L > cti I! 11.<. 3/16" HOLE AL (8) LOCATIONS IGN WI BRACKETS LIGHT BOX FIELD INSTALLED FRONT VIEW (PO ITEM P -2) SIGN VALANCE OR SOLID VALANCE WHERE OCCURS, SEE ' 3' 11 15116' 3'- 1115116" CLEAR CLEAR ELEVATION - MULTIPLE VALANCE END CAP BEYOND SEE - — END PANEL SEE — A10.02 r CONCEALED STRAP BEHIND I VALANCE ATTACH TO BRACKET, SEE VALANCE BRACKET BEYOND, SEE FOR ISOMETRIC VIEW, SEE DETAIL SIGN VALANCE - FORWARD VIEW SCALE: 1" =1'- 0" - LIGHT BOX OCCURS AT SIGN VALANCE VERTICAL MERCHANDISE STANDARD, SEE r n 12 GA. COLD ROLLED STEEL 47 15/16' CLEAR VERTICAL MERCHANDISE STANDARD BEYOND, SEE P03-Z 1 R SOUTHCENTER M.i4i. SPACE # too8 Tt; cwu.A, WA 98188 MURPHY VAREY n 2101 % rra Ants gar. ft' Seams, 'Craw Obit T: ao6 yr' . 9075 F. sob 31 9T F ,u. Mv,trnVaam cos DAT 7 -17 -03 7 -25-03 PROIECT NUMBER: 03402 Zuni= STORE I 498 ISSUED FOR: PERMIT I BID 1 MALL REVIEW PREI� ■IRAR'� MAIL RE1nEw PERRUT BID MALI R EV1EN PE JUL : ' € -4,. !SMUT trrit: OWNER FURNISHED FIXTURES & DETAILS sow Ramat A10.02 • ! , r ■ . CV 1 5' SECTION SCALE: 112" =1'- 0" 7-2" DISPLAY BEHIND CASHWRAP c4 SCALE: 112" =1'- 0" \ I eNe tl 9/32" x 5/8" SLOT --1 ALIGN WI VERTICAL MERCHANDISE , L STANDARD 9/32" HOLE ALIGN W/ VERTICAL MERCHANDISE STANDARD 8' -7' --�,• — 7 -2' - —r•- 7-2" 5" FRONT VIEW TOP OF 1 '4 VALANCE BRACKET PAIR LEFT HAND VIEW SCALE: trr = V- o' (PO ITEM F -2) 1'-6" M ■iii Ii SIDE VIEW (PO ITEM F 3/16" HOLE TOP VIEW CENTER 1/2" FROM EDGES — 0r51 /2y (PO ITEM P -3) N — TAB 3/4" BOLTS W/ OVERSIZED STL. WASHERS 1 1/2" THICK FIR SIDE RAIL W/ CUSTOM EBONY FIN. 12 GA. PERFERATED SHT. MTL WOOD FINISH: WIPED OFF EBONY STAIN W/ MATT CLEAR FINISH TIGHT JOINT FRONT VIEW PARTITION SECTION DETAIL F 11 112" SIDE VIEW — BACKING PER ELEVATIONS 3/4' BUMPER STAINED BACKING 314' SPACER FLR. PARTMON 1/4" SPA #1ie SPACE to co s Co END CAP LEFT HAND VIEW SCALE: err = r- a • • FRONT VIEW (PO ITEM P-6) PARTITION 3/4" FRENCH CLEAT PARTMON DRESSING RM. WALL FLOOR SCALE: 1/2" =1'- 0" 2 314" ' -- 7 -3" O1111•1 Ml i.111110. ,p S Flow Viat SCALE VT = r• or '51/2 "# 3'-6' SIDE VI EW FRONT VIEW (PO ITEM P -5) END PANEL LEFT HAND VIEW SCALE: 1/2" =1'- 0" 1'-6" # 2" O a a 6"•r FRONTVIEW (PO ITEM F-3D) DRESSING ROOM DISPLAY FIXTURE Co O a FLOOR Co V 2C SECTION PARTITION f DETAIL - , Y 2 " 0a 00 00 SIDE VIEW FRONT VIEW (PO ITEM P-4) CONCEALED STRAP LEFT HAND VIEW SCALE: err = r- o' PARTITION 1/4' SPACE. PARTITION T ' 3/4' DEEP FRENCH CLEAT (STAINED) MIRROR OR SHT. MTL. - /'114" SPACE DETAIL SPACE. PARTITION 114' DETAIL 4Plie SPACE CONDITION AT END OF VALANCE (6) PM EACH MERCHANDISE STANDARD VALANCE BRACKET (P -3) CONCEALED STRAP BEHIND VALANCE (P.4) SIGN VALANCE (P-2) FOIC LIGHT FIXTURE BEHIND VALANCE SCALE: w =r• SIGN VALANCE EXPLODED ISOMETRIC VIEW SCALE' NTS 3'- 1115116 CLEAR ELEVATION - SINGLE VALANCE SEEN VALANCE LIGHT BOX OCCURS AT SIGN VALANCE VERTICAL MERCHANDISE STANDARD, SEE FOIC MERCHANDISE SYSTEM 10 VERTICAL MERCHANDISE STANDARD 6 CONDITION WHERE ADJACENT VALANCE OCCURS — ACRYLIC LIGHT BOX END PANEL (P -5) VERTICAL MERCHANDISE STANDARD (P -1) END CAP (P-6) I ROOR i METAL STUD PARTITION ii ,--' AS NOTED ON PLANS F - 12" SAL WIDE X 20 GA /1 BACKING 3 LOCATIONS / 1 g = V - I 1 1 -'f - iz-- WHERE PAERCHANDISE 1 - STANDARDS ARE FREESTANDING INSTALL FOIC VEBT1CAl., SUPPORTS, SEE (PO ITEM P-1) MMILL BEYOND Pukes View L > cti I! 11.<. 3/16" HOLE AL (8) LOCATIONS IGN WI BRACKETS LIGHT BOX FIELD INSTALLED FRONT VIEW (PO ITEM P -2) SIGN VALANCE OR SOLID VALANCE WHERE OCCURS, SEE ' 3' 11 15116' 3'- 1115116" CLEAR CLEAR ELEVATION - MULTIPLE VALANCE END CAP BEYOND SEE - — END PANEL SEE — A10.02 r CONCEALED STRAP BEHIND I VALANCE ATTACH TO BRACKET, SEE VALANCE BRACKET BEYOND, SEE FOR ISOMETRIC VIEW, SEE DETAIL SIGN VALANCE - FORWARD VIEW SCALE: 1" =1'- 0" - LIGHT BOX OCCURS AT SIGN VALANCE VERTICAL MERCHANDISE STANDARD, SEE r n 12 GA. COLD ROLLED STEEL 47 15/16' CLEAR VERTICAL MERCHANDISE STANDARD BEYOND, SEE P03-Z 1 R SOUTHCENTER M.i4i. SPACE # too8 Tt; cwu.A, WA 98188 MURPHY VAREY n 2101 % rra Ants gar. ft' Seams, 'Craw Obit T: ao6 yr' . 9075 F. sob 31 9T F ,u. Mv,trnVaam cos DAT 7 -17 -03 7 -25-03 PROIECT NUMBER: 03402 Zuni= STORE I 498 ISSUED FOR: PERMIT I BID 1 MALL REVIEW PREI� ■IRAR'� MAIL RE1nEw PERRUT BID MALI R EV1EN PE JUL : ' € -4,. !SMUT trrit: OWNER FURNISHED FIXTURES & DETAILS sow Ramat A10.02 • ! • 29x18 FLAT OVAL a FLAG NOTES NOT USED. 60x48 RG 4;;Q, HP-2 r! I S i 32x20 S.L EXISTING HVAC UNIT TO REMAIN, PROVIDE SERVICE ON COMPRESSOR, FAN MOTORS & VALVES. CLEAN COILS & AIRWAYS & REPLACE ALTERS. UNIT SHALL MEET THE ORIGINAL SPECIFICATIONS. MAINTAIN ACCESSIBILITY TO UNIT. CONTROLS WILL BE THROUGH THE THERMOSTAT. PROVIDE COLLAR AT WALL PENETRATION. VERIFY LOCATION WITH ARCHITECT PRIOR TO INSTALLATION. REMOVE EXISTING EXHAUST FAN & ASSOCIATED DUCTWORK. CAP CURB & SEAL PROVIDE R--30 INSULATION (e? CURB. 3220 DN TO BULLHEAD TEE N2-29x18 DUCTS. PROVIDE BLANK SHEET METAL @ TRANSITION TO GIVE APPEARANCE OF CONTINUOUS RUNS. SPIRAL GALVANIZED SHEET METAL WITH SIDE GRILLES. VERIFY MOUNTING HEIGHT OF DUCT INIARCHITECT PRIOR TO INSTALLATION. PAINT SIDE GRILLES METALLIC SILVER. ✓ PROVIDE MODIFICATION OF DUSTING 4' FIRE MAIN BASED ON ARCH RCP. EXISTING MAIN IV 13' --2" BOTTOM OF PIPE. 2444 HIGH WALL TRANSFER GRILLES AND DUCT. VERIFY LOCATION WITH ARCHITECT. � > PROVIDE NEW THERMOSTAT PER MALL REQUIREMENTS (FIELD VERIFY EXACT LOCATION) SEE MALL TENANT CRITERIA MANUAL FOR CONTROL WIRING & SEQUENCE OF OPERATION. COORDINATE VWLANDLORD. r ; iT> REMOVE EXISTING HP-1 & ALL ASSOCIATED DUCTWORK & CONTROLS. CAP CURB & SEAL. PROVIDE R-30 INSULATION 0) CURB. EXIS11NG HVAC EQUIPMENT SCHEDULE EXISTING UNITS ARE MTER SOURCE HEAT PUMP& JEkel 'rave MOOR. waelIC3008C. SERIAL W#Bld'IDIaD. FOR RAVE USE AMU MANE 11110312093009A SERIAL 04331314371110, 4000 CF* 208 WI Pk 127,00D BUll COOLING, MOW BTUl HEAIV3„ DESIGN CONDITION& INDOOR 75 ir . OUTDOOR I N'F DB95 Starr RH1 INDOOR INDOOR 7 A„ OUTDOOR 23 'F Mk WINTER v � � - - - -1 � one FLAT OVAL 32x20 S.L. .1.10101. Onownw• mnII1P MIMEO DEMOLITION GENERAL NOTES GENERAL NOTES 1. MODIFY FIRE SPRINKLER SYSTEM TO MATCH ARCHITECTS REFLECTED CEILING PLANS. COMPLY WITH ALL LOCAL, BUILDING AND FIRE CODES. SUBMIT SPRINKLER DRAWINGS TO LANDLORD'S INSURER FOR REVIEW AND APPROVAL PROVIDE FULLY RECESSED SPRINKLER HEADS WITH TRIM & CAPS WHERE LOCATED IN GVWB CFLUNG & SOFFIT. 2. FIELD VERIFY ALL EXISTING HVAC LOCATIONS PRIOR TO BEGINNING 1NORK. 3. ALL WORK SHALL BE LOCATED TO AVOID CONFLICTS WITH OTHER TRADES. PROVIDE ADEQUATE CLEARANCE FOR ARCHITECTURAL DESIGN, PROPER OPERATION AND SERVICING OF EQUIPMENT. 4. 5. 6. 29x18 FLAT OVAL I W SCALE: 1W =1' -' MECHANICAL PLAN ALL SUPPLY GRILLES SHAM BE KRUEGER 5880. ALL TRANSFER GRILLES SHALL BE KRUEGER 5580.. PAINT AS INDICATED. VERIFY WA D1iTECT. 7 Al BALANCE OF THE FAC SYSTEM SHALL BE DOPE BY DIVISION 15. BALANCE SH 1i MEET REOUIRENENTS OF OUTSIDE AIR REQUIREMENT SCHEDIULE ON SHEET SLOW COPY TO ARCHTECT. 74 1. COMPLETELY REMOVE ALL EXISTING SUPPLY, RETURN, AND EXHAUST DUCTWORK FROM THIS SPACE, ALONG WITH ALL THERMOSTATIC CONTROL DEVICES. EXISTING SMOKE DETECTION SYSTEMS MID ALL ASSOCIATED DUCTWORK TO START UP AND TESTING OF HVAC EQLENT SHALL BE DOPE BY CONTRACTOR. PA-EN THE EOUIIaME T IS HEADY FOR START U. CONTRACTOR SHALL OBTMI AND COMPLETE THE START UP FORM. a SST ALL MANUFACTLIFERS INSTALLATION itornucnoms FOR ALL MECHANICAL APP ANCES TO THE BUILDING DEPT. FOR RENEW. • MOUNT AT 5' -0" A.F.F. VERIFY EXACT LOCATION W /ARCHITECT LEGEND 0 C C LL (E)HP -1 J ROUND TSTAT THERMOSTAT SUPPLY AIRFLOW RETURN AIRFLOW VOLUME DAMPER REDUCER PIPING UP PIPING DOWN CW COLD WATER W WASTE UNDERGROUND V VENT FIRBSMOKE DANIPER FIB QAIAFEIR CD5ATE aww SUCTION UNIE UO D LAE 26x14 SG 380 CFM (1a 29x18 FLAT OVAL D341- ABBREVIATIONS F -1 DU-1 SG SL TG TIP CW HW AFF E 900 SYMBOL DESIGNATES TYPE & NUMBER FLAG NOTE CALLOUT EXHAUST SUPPLY GRILLE SOUND LINED TRANSFER GFiILLE *TYPICAL COLD WATER HOT WATER ABOVE FMSIED FLOOR EXISTING BOTTOM OF DUCT rum Em N I U. ■■ aimez SOUTHCENTER MALL SPAR I I[QO8 TUwwu *, WA 98188 Muiuiiy Viuy •+a Ni. o Amon. Lahr u� iumL / 1 1: .C4 . a . 0+5 r: .� . aw .q E: •.v. llwonYm . ors Hargis Engineers, Inc. 600 Stewart St., Ste. 1800 Seattle. 'WA 98101 Tel: 206 -448 -3378 Fax: 208 -446 -4450 www.hargia..biz rExPIEiE5 : r /d1d'If NOWT Nu nsi t 0314$ ZUWEZ STOLE 49S Isla op Fat PERMIT /BID SET Dana jut Swart trom■t 07-2343 Mono SET •7 -2&03 Poinailke Sir r, Pc �c wu/CAL LEGEND, NOTES, AND PUN M-1.0 LIGHT FIXTURE S SCHEDULE FIXTURE TAG Q QTY F FIXTURE L LAMP W WATTS L L T. F FFURNISHED I INSTALLED V VOLT. N NOTES f 9 F FOIC HUBBLE UGHTING, INC. SWD- 175- E1 -AP -WH 1 175W MH 2 218 O OWNER E ELEC. CONTR. 1 120 P PENDANT MOUNT AT +12' -0" TO BOTTOM OF FIXTURE. 8 M FOIC JUNO TRAC-UTE SERIES TRACK & HEADS (R731) 5 50W MR 16 5 50 O OWNER E ELEC. CONTR. 1 120 A AT DISPLAY WINDOW, MOUNT TRACK TO FRAMING TUBE. B1 F 6 V FDIC JUNO TRAC. -UM SERIES TRACK & HEADS (R731) 5 50W MR 16 3 30 O OWNER E ELEC. CONTR. 1 120 F FOR CEIUNG MTG. USE JUNO UVE END CONNECTION. 8 M FOIC JUNO TRAC -UTE SERIES TRACK & HEADS (R731) 5 50W MR 16 5 50 4 400 O OWNER ELEC. CONTR. 1 120 F FOR CEIUNG MTG. USE JUNO UVE END CONNECTION. 7 3 FOIC - OLIVE TORTOISE PENDANT /AMBER BALLS I 40W A-19 CLEAR 4 40 O OWNER E ELEC. CONTR. 1 120 M INSTALL OWNER FURNISHED FIXTURE. ` D W FOIC - JUNO TRAC -UTE SERIES TRACK *T133BL 5 50W PAR 30 NSP O OWNER E ELEC. CONTR. 1 120 I IAMPHOLDER SUSPENDED FROM WIREMOLD. D1 4 49 F FOIC -- JUNO * SERIES TRACK *T133BL 5 50W PAR 30 NFL O OWNER E ELEC. CONTR. 1 120 L LAMPHOLDER SUSPENDED FROM WIREMOLD. 0 3 3 F FOIC - OLIVE TORTOISE WALL SCONCE /AMBER BALLS 4 40W A-19 CLEAR 4 40 O OWNER E ELEC. CONTR. 1 120 C CENTER WITH DRESSING ROOM DOOR. COORD. 0j 4 4 F FOIC -- COM CC248- 232EB -120V ( (2) F032 T8 3 39 O OWNER E ELEC. CONTR. 1 120 S STRIP FLUORESCENT FIXTURE. CHAIN HANG FROM 0 F FOIC - COM CC248•- 232E8- 120V-EMB ( (2) F032 T8 3 39 O OWNER E - Y Y�Mr MIMMUL R R II IY ( j, 1 14 F FOIC - COM -CC24- 217- EB120 -W2 D (2) F017 T8 3 39 E D ELEC. CONTR. 1 120 A A�I+ 11 AFF. COORD EXACT LOCATIONS OCATIONS WITH ARCHITECT. • GENERAL NOTES A. ALL ISOLATED GROUND CIRCUITS SHALL BE SERVED WITH INDIVIDUAL HOT, NEUTRAL AND GROUND CONDUCTORS. THE SHARING OF THE NEUTRAL AND GROUND IS NOT ALLOWED. B. NOT USED C. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATION OF CEIUNG MOUNTED DEVICES. D. PROVIDE FINAL ELECTRICAL CONNECTION TO NEW CASEWORK. PRIOR TO ROUGH -IN COORDINATE EXACT LOCATION AND TYPE OF CONNECTION TO CASEWORK. SEE SHEET A10.01. THAT USE. F. ALL WORK TO COMPLY WITH 1999 NEC. G. ALL ELECTRICAL CONDUIT SHALL BE CONCEALED, NOT SURFACE MOUNTED. H. ALL OUTLETS SHALL BE FLUSH MOUNTED IN NEW OR EXISTING WALLS. J. EMERGENCY UGHTING TO COMPLY WITH LOCAL REQUIREMENTS. K. PROVIDE PULL WIRE IN ALL EMPTY CONDUITS. L. VERIFY COMMUNICATION CABLING REQUIREMENTS WITH TENANT. PROVIDE ALL CONDUIT REQUIRED TO COMPLY WITH TENANTS REQUIREMENTS. INSTALL COMMUNICATION CABLING AS DIRECTED BY TENANT. M. PRIOR TO BID, ELECTRICAL CONTRACTOR SHALL REVIEW THE ELECTRICAL DESIGN CRITERIA CONTAINED IN THE MALL'S TECHNICAL MANUAL. THE CONTRACTOR SHALL INCLUDE IN BID, THE COST ASSOCIATED WITH WORK REQUIRED TO FULLY COMPLY WITH THE LANDLORD'S REQUIREMENTS. COORD. MI/ LANDLORD, THE APPLICABLE REQUIREMENTS OUTLINED IN THE MANUAL. N. THE ELECTRICAL CONTRACTOR SHALL INCLUDE IN BID, ALL COSTS ASSOCIATED WITH PROVIDING A COMPLETE AND OPERATIONAL ELECTRICAL SYSTEM WHICH FULLY COMPUES WITH THE REQUIREMENTS OF THE TENANT. 0. P. THE ELECTRICAL DRAWINGS ARE GENERALLY DIAGRAMMATIC, AND THE COMPLETE DETAILS OF THE TENANT SPACE WHICH MAY EFFECT THE ELECTRICAL INSTALLATION ARE NOT SHOWN. FOR ADDITIONAL DETAILS, THE ELECTRICAL CONTRACTOR IS REQUIRED TO COORDINATE WITH THE ARCHITECTURAL AND MECHANICAL PLANS TO AVOID ANY POSSIBLE INSTALLATION CONFUCTS. THE ELECTRICAL CONTRACTOR IS REQUIRED TO VERIFY THE FOLLOWING, AS A MINUMUM, PRIOR TO THE ELECTRICAL ROUGH -IN OF ANY ELEC. DEVICES OR EQUIPMENT: 1. LOCATION OF CASEWORK AND CASHWRAP 2. DIMENSIONAL AND INSTALLATION REQUIREMENTS FOR DEVICES WITHIN CASHWRAP 3. INSTAU. ATION REQUIREMENTS FOR UGHT FIXTURES AND TRACK UGHTING 4. DOOR SWINGS 5. LOCATION OF MILLWORK AND MILLWORK DETAILS 6. LOCATION WINDOWS AND WINDOW FRAMES 7. LOCATIONS OF WOOD TRIM AND WAINSCOTS 8. STOCK SHELVING AND HANGROD LOCATIONS AND HEIGHTS 9. EXTENT OF RATED WALLS AND ENCLOSURES 10. DISPLAY SHELVING SYSTEM LOCATIONS AND HEIGHTS 11. CEIUNG HEIGHTS 12. ACCESS REQUIREMENTS FOR THE HVAC EQUIPMENT 13. THE EXACT LOCATION OF ALL. NEW DUCTWORK, WATER PIPING, AND MECH. EQUIPMENT SCHEDULED FOR INSTALLATION WITHIN THE TENANT SPACE 14. THE EXACT LOCATION OF ALL EXISTING DUCTWORK, WATER PIPING, AND MECHANICAL EQUIPMENT WITHIN THE TENANT SPACE 15. LOCATIONS OF EXISTING ARE PROTECTION SPRINKLER HEADS AND ASSOCIATED PIPING 16. ACCESS PANEL LOCATIONS THE ELECTRICAL CONTRACTOR SHALL ADJUST THE ELECTRICAL WORK TO AVOID ALL CONFLICTS. THE ELECTRICAL CONTRACTOR SHALL MODIFY THE ELECTRICAL WORK, AT HIS COST, AS REQUIRED TO ACCOMMODATE ANY INSTALLATION CONFUCTS WHICH OCCUR. PRIOR TO BID, THE ELECTRICAL CONTRACTOR SHALL REVIEW THE ARCHITECTURAL PLANS AND INCLUDE IN HIS BID THE FOLLOWING: 1. INSTALLATION OF OWNER FURNISHED SPEAKERS. INCLUDE THE INSTALLATION OF CABLE AND RACEWAY AS REQUIRED. 2. INSTALLATION OF ALL ELECTRICAL DEVICES WHICH ARE SHOWN ON THE ARCHITECTURAL., BUT MAY NOT BE SHOWN ON THE ELECTRICAL PLANS. Q. ALL CONDUCTORS SHALL BE COPPER, MINIMUM SIZE #12, TYPE NW /THWN /THHN, INSTALLED IN METAL CONDUIT. 0 1O • di) v D V 3 �wv —FA - � S S3 D 'a' a a 121 0 ISFDI Pc;) 3 -ZZS ELECTRICAL SYMBOLS: FIXTURE TAG FLUORESCENT STRIP UGHT FIXTURE WALL MOUNTED UGHT FIXTURE FOURPLEX RECEPTACLE. REFER TO PLANS FOR MOUNTING REQUIREMENTS DUPLEX RECEPTACLE ® 18' AFF UNLESS NOTED OTHERWISE VIDEO OUTLET, PROVIDE COAX CABLE TO CASHWRAP PROVIDE CABLE IN CONDUIT TO TELEPHONE BOARD CONDUIT CONCEALED IN CEIUNG OR IN WALL, HASH MARKS DENOTE QTY OF #12 CONDUCTORS CONDUIT TURNING UP CONDUIT TURNING DOWN FLEXIBLE CONDUIT CONDUIT RUN BELOW FLOOR OR BELOW GRADE HOMERUN FA CABUNG IN CONDUIT CONDUIT STUB TO ACCESSIBLE AREA SINGLE POLE SWITCH THREE WAY SWITCH PUSHBUTTON FLUSH MOUNTED FLOOR BOX WITH DUPLEX RECEPTACLE AND BRASS COVERPLATE FLUSH MOUNTED FLOOR BOX WITH 4-PLEX RECEPT. AND 2-GANG LOW VOLTAGE COMPARTMENT. PROVIDE BRASS COVERPLATES. PROVIDE 1" OPENING FOR LOW VOLTAGE COVERPLATES. FUSED DISCONNECT SWITCH, NON-FUSED DISCONNECT SWITCH 30A/NF UNLESS NOTED OTHERWISE ELEC. CONNECTION TRANSFORMER JUNCTION BOX PANELBOARD SPEAKER DUCT SMOKE DETECTOR PHOTOELECTRIC SMOKE DETECTOR. +80" A.F.F. FIRE ALARM HORINISTROBE. +80" A.F.F. FIRE ALARM STROBE. +80" A.F.F. SMOKE FIRE DAMPER ANUAL ARE ALARM PULL STATION, +48" A.F.F. MOTORIZED DAMPER DENOTES EXISTING CONDUIT AND EQUIPMENT SCHEDULED TO REMAIN DENOTES EXISTING CONDUIT AND EQUIPMENT SCHEDULED FOR REMOVAL aimez SOUTHCENTER MALL SPACE # 1008 TUKWu.A, WA 98,88 Muiuiw Vuuy awl al... Amos en.. .0 $.nn*, V.wut.so *Wu T:.of. �u .lhs r: .of. . ter► m. Iloor..v...T.o r Hargis tnglnasrs, Ina. 800 Stewart St., Ste. 1800 Seattle, WA 98101 Tel: 208 448 - 3378 Fax: 208- 448 -4450 www.hargis.biz GATE: buts Foe Sow Tree Saw i Snot MIIM111116111111111 Noma MORSEL 03140 Yuma STORE a 490 PERMIT/ BID SET 07 -2343 Roney Su 07-2043 PuwIT /ba SET JUL 3 _ , 7 44 * - *a ELEC. NOTES AID FOffURE SHEDULE E•1.0 • ,1 NIGHT LIGHT, PROVIDE HOT, UNSWITCHED CONDUCTOR IN MN Mill II � � IE B22 B22 . B2 =� O NIGHT LIGHT, PROVIDE HOT, UNSWITCHED CONDUCTOR PROVIDE SOLID 5 —GANG SWITCH BOX (TYP) LESS THAN 5 —GANG SWITCH BOX ALLOWED ONLY TO MATCH REMAINING QUANTITY OF SWITCHES LESS THAN 5. ENGRAVED NAMEPLATE AT EACH SWITCH DESCRIBING THE SWITCH LOAD (TYP) .r.... alma _......r. _ - _.••■•••■•••■•• a 4.1 II 0 D 0 FINISHED FLOOR i 1 [ I is im■isill■I Min A MAE IM Ulm sisim11. 1•111111111 0=1 MN rr -� .:aft ' r ■E w .11 E�7a1�1ilr. ill EI i IMMO IN :6 u :6 42 " SALES TRACK LABELING EXAMPLE SWFFCHBANK DETAJL SCALE: NONE D 0 0 0 0 DETAIL NOTES: 1. THE ELECTRICAL CONTRACTOR SHALL PROVIDE FIVE GANG BOXES FOR UGHT SNATCHES UNTIL THE REMAINING SWITCHES ARE LESS THAN FIVE, AT WHICH POINT A LESSER GANG BOX SHALL BE USED TO ACCOMMODATE THE REMAINING SWITCHES. THE DETAIL ILLUSTRATES THE TYPICAL INSTALLATION ONLY, THE ELECTRICAL CONTRACTOR SHALL DETERMINE THE EXACT LAYOUT REQUIRED. 2. PROVIDE KEYED SWITCHES FOR ALL BRANCH CIRCUITS ROUTED THROUGH SNATCHBIWK AND TIMECLOCK. 1 48" B8 :r A 82 ..•.. A � 0 TYPE D OR D1 LAMP HOLDER MOUNTED ON RACEWAY (TYP) LIGHTING SHEET FLAG NOTES t undnivarie. 1 B8 NEW SINITCHBANK . PROVIDE A LIGHTING SWITCH FOR EACH UGHTING CIRCUIT AND AS REQUIRED. ENGRAVE EACH COVEAPLATE AS FOWOVVS: "SALES LTG. ", "DR LTG. ", 'CASEWORK LTG.", "CASHWRAP LTG." "DISPLAY WIDOW TRACK LTG. ", "STOREFRONT LTG. ", "SALES TRACK LTG." SEE DETAIL THIS SHEET. NEON SIGN: ROUTE BRANCH CIRCUIT THROUGH STEEL TUBE COLUMN, THEN CANOPY AND THEN THROUGH SQUARE TUBE TO TRANSFORMER LOCATED IN WIFWAY BELOW LETTERS OF SIGN. PROVIDE GROUND WFE CONTINUOUS FROM SIGN TO THE PMELBOARD GROUND BUS. PROVIDE •1iEWAY AT +11"-6` A.F.F. USE GRAY COLOR WIREMOLD 00S3(G3000) WITH DUPLEXTACLES ON 3'-0' CENTERS. PROVIDE ALL HARDWARE AID HANGERS. ALTERNATE BRANCH CIRCUIT TO RECEPTACLES THROUGHOUT. COOED. LOCATION SEE DETAL #1 ON SHEET E-4. REMOTE SIGN DISCONNECT IN CEILING SPACE. COORDINATE LOCATION WITH SIGN INSTALLER MOUNT UGHT FIXTURE TO VERTICAL WALL PROVIDE QUANTITY OF UGHT FIXTURES AS INDICATED ON THE UGHT FOtTIIRE SCHEDULE. PRIOR TO NSTALLNG FIXTURES AT RACEWAY. CX)OFD. MCI LOCATIONS WMCI-IITECT. INSTALL FIXTURES ALONG ENTIRE LENGTH OF RACEWAY AS DIRECTED. INSTALL OWNER FURNISHED SPEAKERS. WALL MOUNT AT +13' A.F.F. COORDINATE EXAT LOCATION WITH ARCHITECT PRIOR TO ROUGH -IN. PROVIDE 14 AWG SHIELDED SPEAKER CABLING (CONCEALED) FROM EACH SPEAKER TO THE CASHWRAP. PROVIDE FINAL CONNECTION TO SPEAKERS AND SOUND SYSTEM AS REQUIRED. MOUNT RECEPTACLE AT +81` -0' A.F.F- FOR CASEWORK LIGHTS. RECEPTACLE SHALL BE SWITCHED VIA SWITCHBANIC AS INDICATED IN RAG NOTE 01 LOCATED ON THIS SHEET AND ON THE PALL SCHEDULES LOCATED ON SHEET E-4.0 ROUTE CONDUIT VERTICALLY UP TO STRUCTURE. ROUTE TIGHT TO TIC UNDERSIDE OF STRUCTURE TO PANEL TEIFMNNATIONS .....11•11 : r +11' A.F.F. (TYP ALONG 0 SALES PERIMETER) TYPE D 0, D1 LAMP HOLDER MOUNTED ' ON RACEWAY (TYP) ,11 11 11.1/41•41P:111141 N 11111111 1 ME l{� ►) O 0 +11' A.F.F. (TYP ALONG SALES PERIMETER) : TYPICAL OF O (7) SEVEN t ., Ii mit ,I /I %411 ■ O MOUNT AT +14' A.F.F. [0, B2 B8 A CQNDUITJWIRING GENERAL NOTES: B8 ►s — • EMI .. ....... 11n=111•••■= ` : r 0 +11' A.F.F. (TYP ALONG SALES PERIMETER) O MOUNT TO INTERMEDIATE WINDOW FRAME (TYP) 1(111 !ii! r�l -VII 1 THE FOLLOWING CONDUIT/WIRING SYSTEMS ARE NOT ALLOWED: 1. AC CABLING 2- BX CABLING 3. NON- METTALLIC SHEATHED CABLING 4. FLEXIBLE CONDUIT, EXCEPT FOR WHIP (LESS THAN 6' IN LENGTH) CONNECTION TO MOTORS, STOCK ROOM LIGHT FIXTURES, TRANSFORMERS, AND OTHER EQUIPMENT THAT PRODUCES VIBRATIONS. USE ONLY GALVANIZED STEEL FLEX. :r 0 MOUNT TO VERTICAL WALL AT +14' A.F.F. 1. REMOVE ALL EXISTING ELECTRICAL BRANCH CIRCUIT WIRING, EQUIPMENT AND DEVICES UNLESS NOTED OTHERWISE. B1,3,5, SWITC 11011 IOU 11, VIA NK poi B14,16,18,20. (ROUTE CKTS. 14,16,18 VIA SWITCHBANK) r ;V �� i { � ' B14 14 ,�I _ �_. ; B14 :.�sr ■I 'ills .i r. B d' ■IIu�aii t + i :. a B20 III. ■IL III - II H ■ II I II :III III1 III_-. . I II III • 1111111 1 111111 ∎V I IIU�%'Ii 111111111•11111 i I. iii — j ; 4, , F d rzirt ■ J 1 FLOOR PLAN - LIGHTING N. .+__Miassm..- SCALE: IA" • r -o I LIGHTING CONTROLS GENERAL NOTE: 1. ELECTRICAL CONTRACTOR SHALL COMMISION AND DEMONSTRATE LIGHTING CONTROL SYSTEM FOR STORE PERSONNEL. SCHEDULE WITH STORE MANAGER WHEN DEMONSTRATION SHALL TAKE PLACE. GENERAL DEMOLITION NOTES: • + F.' , r , " ELECTRICALSUB-CONTRACTOR RQMTS. FOR THE PERIMETER STRIPUGHTS 1. THE ELECTRICAL SUB--CONTRACTOR IS RESPONSIBLE FOR INSTALLING ME CASEWORK STRIP FLUORESCENT FIXTURES, TYPE J. ALONG THE PERIMETER OF THE SALES AREA. PRIOR TO INSTALL. FULLY COORDINATE THE EXACT LOCATIONS OF THE MERCHANDISE WALL STANDARDS TO AVOID CONFLICTS. THE LIGHT FIXTURE LOCATIONS SHALL BE BASED ON THE MERCHANDISE STANDARD LAYOUT SHOWN ON ARCHITECTURAL SHEET A-2.0 DO NOT SCALE LOCATIONS FROM THE ELECTRICAL PLANS. FIXTURE SHALL BE MOUNTED TO WALL AND PLUGGED INTO OUTLET. B16 B16 B16 wmmz SOUTHCENTER ':HALL SPACE 1 1008 Turwu.A, WA 98188 Muiu'iw VAREY. *I Nous Amen how us isausk t T: sof . $1 . r: fff .s,.rn Morm+l►uat -esu Hargis Enginnnrs, Inc. 600 Stewart St., Ste. 1800 Seattle, WA 98101 Tel: 208- 448 -3376 Fax: 208 -448 -4450 www.hargis.biz Poolrcr Nu.s= 03148 Zuast Snit 8 498 Issutr Foe: PERMIT /BID SET DATE: 07.23.03 tenor SET 07 -2043 Pta.it /0w Sir Smut firne UGHTING PLAN Zi 1E: JL; ;3 E -2.0 B13,15,17,19,21,23 (ROUTE CKT B23 TIMECLOCK) ILLUMINATED CHIME PUSH- BUTTON AT +48" AFF. WITH 1/2 "C. STUB TO CEILING SPACE. LABEL CHIME "ZUMIEZ" WITH PLASTIC SIGN r • 8 �i►.�.r�ii. : �; ; • •0 • • -4011 OP° R ot ....sewmisariow mrwinimmolo 4 Y / /�AIP'41! • 4I► qi ewrArit I�r 20 44ci B15 A7,9 qp B15 -=;=[ EXIST. UNIT ON ROOF TO BE REMOVED A2,4,6 A8,10,12 815 B17 A13 SD EXIST. UNIT OIL ROOF B15 11 B17 B17 B15 B26,30 {UN SWITCHW RECEPTACLE) SWITCHED JUNCTI�N BOX (B 0) B15 B17 ROUTE CONDUIT CONCEALED UP WITHIN WALL (TYPICAL) 1" CONDUIT STUB TO CLG. SPACE FOR VIDEO, STEREO, AND CHIME L.V. CABLE. STUB TO BENEATH CASEWORK. B24,26, 28,30 REFER TO ARCHITECTURAL DETAILS FOR RECEPTACLE DIMENSIONAL INFORMATION AT CASHWRAP A1,3,5 RUN (2) TWO 1" COMMUNICATION CONDUITS AND POWER CONDUIT SURFACE MOUNTED ON FLOOR BENEATH CASEWORK. . „. • 1 .0 • ELECTRICAL SHEET FLAG NOTES: SURFACE MOUNT 4-PLEX RECEPTACLE ON FLOOR BENEATH CASEWORK. ONE SIDE OF 4-PLEX SHALL BE DEDICATED, ISOLATED GROUND WITH ORANGE COVERPLATE. RUN ALL ASSOCIATED CONDUIT SURFACE MOUNTED ON FLOOR BENEATH CASEWORK. SURFACE MOUNTED JUNCTION BOX FOR HARD -WIRED CASEWORK LIGHT FIXTURE. COORDINATE EXACT LOCATION WITH ARCHITECT. PROVIDE WALL SWITCH AT SWITCHBANK LOCATION FOR ONOFF CONTROL OF UGHT FIXTURE NOTED. RUN ALL ASSOCIATED CONDUIT SURFACE MOUNTED ON FLOOR BENEATH CASEWORK WIRE UGHT FIXTURE F.B.O.I.C. SAW CUT FLOOR AS REQUIRED FOR IN- -FLOOR CONDUIT INSTALLATION. PATCH FLOOR TO MATCH SURROUNDING AREA COORDINATE CUTTING WITH LANDLORD AND ARCHITECTURAL PROVIDE JUNCTION BOX BENEATH CASEWORK FOR LOW VOLTAGE CABUNG LOCATE ADJACENT TO 4-PLDI EXISTING ROOFTOP UNIT RECEPTACLE. MAINTAIN BRANCH CIRCUIT SERVING RECEPTACLES. PROVIDE DUPLEX RECEPTACLE N WINDOW BASE. CONCEAL CONDUIT IN WINDOW BASE. PROVIDE BLACK OUTLET WITH BLACK COVERPLATE. 'TYPICAL AT DISPLAY WINDOWS UNLESS NOTED OTHERWISE. DOSTING TELEPHONE TERMINAL BOARD. MAINTAIN BRANCH CIRCUIT SERVING BOARD. PROVIDE OVERHEAD GRILLE CONTROLLER IN CASHWRAP. COORD. ELECTRICAL REQMTS. WITH GRILLE MANUFACTURER. RUN ASSOCIATED CABLING TO GRILLE CONTROL MOUNTED IN CASHWRAP . PROVIDE DOOR CHIME IN CASHWR.P. PROVIDE DIME, TRANSFORMER, PUSHBUTTON, CONDUCTORS, NC ALL CONNECTIONS S FOR A COMPLETE FUNCTIONAL SYSTEM. RUN LOO VOLTAGE ■%1RING N CONDUIT BACK TO DOOR PUSHBUTTON. 112 "C. RUN WEST PENN #25815 RG-59U COAX IN CONDUIT FROM OUTLET TO CASHWRAP WITH TERMINATIONS. EXISTING HVAC UNIT TO REMAIN. MAINTAIN EXISTING DUCT SMOKE DETECTORS IN UNIT TO PROVIDE AUTO SHUT - DOWN OF UNIT UPON ALARM. MAINTAIN EXISTING UNIT RECEPTACLE AND ALL ASSOCIATED BRANCH CIRCUITING SERVING OUTLET. AU. WORK SHALL COMPLY WITH GOVERNING BUILDING CODES. SEE PANEL SCHEDULES FOR ADDITIONAL INFORMATION. MOUNT VOICE OUTLET AT +30" A.F.F. WITHIN CASEWORK. PROVIDE DUPLEX RECEPTACLE MOUNTED DIRECTLY ABOVE DISPLAY WINDOW. COORDINATE EXACT LOCATION WITH ARCHITECT PRIOR TO INSTALLATION. RUN 1" CONDUIT OVERHEAD TIGHT TO UNDERSIDE OF STRUCTURE. EXTEND TO NEW TELEPHONE TERMINAL BOARD. NOT USED EXISTING PANELBOARD "A" 12W208 VAC, 3- PHASE, 4W. SEE PANEL SCHEDULES ON SHEET E-4.0 FOR ADDITIONAL INFORMATION. EXISTING PANELBOARD "B" 120/208 VAC, 3-PHASE, 4W. SEE PANEL SCHEDULES ON SHEET E-4.0 FOR ADDITIONAL INFORMATION. MAINTAIN EXISTING TIMECLOCK AND ALL ASSOCIATED ELECTRICAL CONNECTIONS. SEE PANEL SCHEDULES FOR ADDITIONAL INFORMATION. PROVIDE CONTACTOR IN NEMA 1 ENCLOSURE. SEE SHEET E-4.0 FOR ADDITIONAL INFORMATION. PROVIDE KEYED SWITCH FOR GRILLE MOTOR. VERIFY EXACT LOCATION WITH ARCHITECT. EXISTING FIRE ALARM PANEL. MAINTAIN ALL CONNECTIONS TO EXISTING FIRE ALARM SYSTEM DEVICES SCHEDULED TO REMAIN INCLUDING BUT NOT LIMITED TO THE HEAT PUMP UNITS AND SMOKE EXHAUST FAN. MAINTAIN BRANCH CIRCUIT SERVING PANEL. EXISTING HVAC UNIT SCHEDULED TO BE REMOVED. REMOVE EXISTING DUCT SMOKE DETECTORS IN UNIT AND COORDINATE ALL REQUIRED MODIFICATIONS TO EXISTING FIRE ALARM SYSTEM WITH LANDLORD. REMOVE ALL EXISTING BRANCH CIRCUIT WIRING SERVING UNIT AND EXISTING UNIT RECEPTACLE BACK TO POINT OF SERVICE. EXISTING EXHAUST FAN SCHEDULED TO BE REMOVED. REMOVE ALL EXISTING BRANCH CIRCUIT WIRING SERVING EXHAUST FAN BACK TO POINT OF SERVICE. b w B17 A13 f ir• A 1 1 1 1 EXIST. UNIT ON ROOF TO B15 B15 B24,28 (UN- SWITCHED RECEPTACLE) SWITCHED JUNCTION BOX (B28) 2 ( ) 1/21 C. TO GRILLE CONTROLLER IN . CASHWRAP. PROVIDE CONTROL WIRING AND ALL REQUIRED CONNECTIONS TO RENDER GRILLE EQUIPMENT COMPLETELY OPERATIONAL. SENSORMATIC IN -FLOOR CAVITY BY' OTHERS. STUB CONDUIT WITHIN CAVITY 1/2 STUBBED TO ACCESSIBLE CLG SPACE RECEPTACLE FOR SENSORMATIC. MOUNT TO VERTICAL WALL IN CLG. SPACE ADJACENT TO SENSORMATIC B17 GENERAL DEMOLITION NOTES: OVERHEAD GRILLE MOTOR. VERIFY EXACT LOCATION OF MOTOR. PROVIDE ALL ELEC. CONNECTIONS AS REQD. BY GRILLE INSTALLER. CONCEAL DISCONNECT AT AN ACCESSIBLE CLG. LOCATION - B17 B21 9 03-21 2' . FLOOR PLAN - POWER SCALE: yr • T.u LOW VOLTAGE WIRING GENERAL NOTE: 1. ALL LOW VOLTAGE WIRING SHALL BE ROUTED IN CONDUIT. CONDUITNVIRING GENERAL NOTES • THE FOLLOWING CONDUIT/WIRING SYSTEMS ARE NOT ALLOWED: 1. AC CABLING 2. BX CABLING 3. NON-METTALLIC SHEATHED CABLING 4. FLEXIBLE CONDUIT, EXCEPT FOR WHIP (LESS THAN 6' IN LENGTH) CONNECTION TO MOTORS, STOCK ROOM LIGHT FIXTURES, TRANSFORMERS, AND OTHER EQUIPMENT THAT PRODUCES VIBRATIONS. USE ONLY GALVINIZED STEEL FLEX. TELE. SYSTEM INSTALLATION REQMTS: 1. REMOVE ALL EXISTING ELECTRICAL BRANCH CIRCUIT WIRING, EQUIPMENT AND DEVICES UNLESS NOTED OTHERWISE. 1. FOR EACH VOICE LOCATION, PROVIDE (1) ORTRONICS FACEPLATE #0R40300546, (2) ORTRONICS MODULES #0R63750001, (2) ORTRONICS BLANKS #0R42100002 AND (2) COMMSCOPE #5504M -YEL, FOUR TWISTED PAIR, CAT. 5 CABLES. RUN CABLE FROM THE TENANT BACKBOARD TO EACH TELEPHONE OUTLET AT EACH CASH REGISTER LOCATION. COORDINATE WITH ARCHITECT THE EXACT LOCATION TO MOUNT OUTLET WITHIN CASHWRAP. (TWO LOCATIONS). 2. PROVIDE THE REQUIRED PUNCH- BLOCKS TO TERMINATE VOICE CABLE AT BACKBOARD 3. W IDE AU. REQUIRED TERMINATIONS OF VOICE CABLE FOR A COMPLETE AND OPERATIONAL SYSTEM 4. LABEL ALL CABLING, OUTLETS, AND PUNCH BLOCKS 5. PROVIDE ALL CROSS-CONNECTS c ; : : 02 4 T E F I AND tP ;OVAC 1 FE 023 B23 023 B23 21/41-4 wmmz SOUTHCENTER MALL SPACE # 1008 TUKWIu, WA 98188 Muiuiux Vuuy: sass Nuns Aran Sum su hams, lusnotr. gloss T: sof. )1. I: IS .3). L m. Mmmull .n.owr Hargis Eniginssrs, Inc. 800 Stewart St., Ste. 1800 Seattle, WA 98101 Tel: 206-448-3376 Fax: 206- 448 -4450 www.h•r9is.biz '1 MIMI PR0IECT MussEt 0314 Zuras Srost ! 490 Issuta Fat PERMIT /BID SET IM EXP1FES 07 -23-03 toner SET 07 -2x-03 PEUIT /lla SET S_I TUTU Stan Iw.lwe ri JU L 3 POWER PLAN E -3.0 EXIST A N P B PANEL P 0 l E SCHEDULE TYPE: BOLT -IN CS MTG: -- A - B LOCATION EQUIPMENT GROUND BUS VOLTS: MANS: 2011 V 3 150 A MAN PH, CIRCUIT A� 11 P a 10 fi - - a - 4 O 4 E 2 - - 3 - - U P. � 1 1 1 W BFIE KER P ! L 2 �IB1, N 0 T KTEY 3 •.4 VIE IVEY 1 � N 0 T CM NO. CD 1.111 LEFT A N11AE LOAD I MIT C A gm AVE LOAD 0 C CD L111 H OR ND 2 4 1 • 1 WANE XI 1 1 1 1 1 2 6 I DEMP*1 LCMD ON 10,000 WHIM 1 Q RAC LAST 1E 2 2 a r = = II WARE 20 20 026 - - all • H H IC MAC UIaT 2 STALE m _____1- DIM 10 INA 1 - tLTI - C#IRIKIRG 3 s7 7 Q NIX LW 1111 2 SNAM 10 710 1! 1 4f00 60% H Q MX tiff L111 - WIDOW A $ S P A R E 20 1 • 125% 100% * 10 1 La - BMX 1 4100 1 11 10 + A N C UPC — 2 A DADA MOTOR 20 1 11 100% O mai • W F L >00 IIII 4100 M Q la Mg x a '° - M II 30 Q WC U1R 1 I A ROOF TOP WW1. 20 M S) 30 20 20 20 20 20 1 I 1 1 1 t 1 1 1 13 ii u M © ©. a 27 a 31 23 . ■ 11NE 700 --- liall E MI iii M .. Mi n MEN I1a • 1 S10 2 (E) ARE ANN AVIEL WAIN SI,AAE ON 2 Q TElJeP4i : EK� - - • = 3 ARE — I S4.5121 aPM� 1 34.091 1 aPMCE SPM� MAPS= [ FARE 2PACE ia.a2 1 11© 7415 APACE ORNM 42 20 1PAPE 2D 20 1 1 1PIALE MADE A - TOTAL CONNEC181 LOAD pia _ ©___-- SPACE IINAE C - TOTA1. COMM LOAD (MA) SPMCf 70 20 70 . 1 1 1 I E 37 ©.- 41 PNL. =HOW 4IM5 - ..- •1' aR __ IIIII D.F. • 51% III 11111 • II ■UN 42 10 U UWWcE NI / SPMtM SwICE $PACE S19ACE FACE PMAE A - 1OTAL CONNECTED LOAD (W0 PLUME NI - TOTAL CONNICI® LOAD NA) PHASE C - TOTAL CONNEC7® LOAD (VA1 11E77 14I7 _M. 11W PNL-A CON 1CTED AMPS a1 16 a7 D_F. s 10011 - NOrt1 S 1 EXISTING PANELSOARD SCHEDULED TO RE#1AML 2 IMMO LOAD SCHEDULED TO REMAIN. s OUTING LOAD SCHEDULED TO SE REMOVED. REMOVE BRANCH CIRCUIT1NO BACK TO POINT OF SERVICE. 4 6 DEMAND CALCULATIONS LOCATION TYPE: BOLT -IN CO VOLTS: 200 V 2 PH. 4 W EQUIPMENT GROUND BUS MIG MANS: 9100 A MAIN CIRCUIT BREAKER O r WiN l « « PANEL - B - A c NO co OR LiY Pi1ASIE LOAD I If_PHONE 1010 1 OP P ! L 2 �IB1, A 4____ C A II VOLTAGE: >E 3 •.4 VIE 1 1 - 1 � VOLTAGE: 701 DATE 2E!>I0N Raj S. 4 VMRE DE1Q1pT10N CONNECTED LOM) (111) y AD. L I 1 l 4 OBMMO FACTOR XXII= 1#7 MOM LOAD two 0,419 DESCAP ITON LIGHTING GEOPTACUBB 11RJ 10 KVA MEN 10 111 LAMEST aD FEMME 1EA7010WC 1010= COMM 11ECEi1MEOUB CONNECTED • 4575 110 + 1 126% 100% 125% WI 10D% 100% 100% 100% 10,00D DEMP*1 LCMD ON 10,000 WHIM 6. 1E WA 126% 000 { II ILA - ODIUM 026 FXCEPTACLB3 U76 I 3 20 t 1 L CAS 2 — m _____1- DIM 10 INA 1 - tLTI - C#IRIKIRG 3 TOM 1111 ti�1 700 1SI 710 1! 1 1T11- 01111MAA1 60% OENIAID • AMPS • 14 1 L111 - WIDOW A ( 22 ■ ill I ( am I v. Nj 125% 100% * 10 1 La - BMX 1 I 11.71 1 OM IN N DEMAND CALCULATIONS LOCATION TYPE: BOLT -IN CO VOLTS: 200 V 2 PH. 4 W EQUIPMENT GROUND BUS MIG MANS: 9100 A MAIN CIRCUIT BREAKER O r WiN l « « N 20 >0 PANEL - A c NO co OR LiY Pi1ASIE LOAD I If_PHONE 1010 1 OP P ! L 2 �IB1, A 4____ C A II „-Ca C 4 L11 1 1 - 1 � VOLTAGE: 701 3 S. 4 VMRE T1A - y AD. L I 1 l 4 DATE: XXII= 1#7 DESCAP ITON COMM) LOAD (VA) 110 + 1 CBLMD ACTOR DEMP*1 LCMD ON A WHIM ! 1011 1E L L 4 L 126% 2041 { II ILA - ODIUM FXCEPTACLB3 U76 I 3 20 t 1 L CAS 2 — m _____1- DIM 10 INA 1 - tLTI - C#IRIKIRG 3 TOM 1111 ti�1 1SI OVER 10 KVA 1! 1 1T11- 01111MAA1 60% I 1440 20'0 14 1 L111 - WIDOW A N MOW awn 1N 30 1 L IE(1fE WRAY TRACIL v. Nj 125% 100% * 10 1 La - BMX 1 N AEC - 11041121117ATC OM IN N — j sawv00000 REIMS 14EATNOPC .. I A U 27 •11111-.. II u i ■ 1 O .� la 4S51 ©- Aso MM SM IN- 100% O mai • W F L 33.1351 10TO*1I " 1) 1 1EC - miaow 4 100% 1 ATC - CMIIIMMP - - Coaul1R R� - CMIKAIP AP ■ 11NE 100% AID - CAA�MAMP EPAIE ossai /M130US S10 100% sit M) SI,AAE ON CONNECTED • TOTAL • DEM I S4.5121 j 1 34.091 1 1 E MAPS= [ FARE ia.a2 1 11© 7415 --111111--■. --___- EXIST PANEL SCHEDULE — S LOCATION TYPE: BOLT -IN CO VOLTS: 200 V 2 PH. 4 W EQUIPMENT GROUND BUS MIG MANS: 9100 A MAIN CIRCUIT BREAKER O r WiN l « « N 20 >0 40 JW - 4 NO A r P- 1 c NO co OR LiY Pi1ASIE LOAD I If_PHONE 1010 1 OP P ! L 2 �IB1, A 4____ C A II „-Ca C 4 L11 1 1 - 1 � R Y 1111 � 1 a41 1 T1A - y AD. L I 1 l 4 _ t g. 4 __ t 20 l i ms - SAM N 01 . - A t 1 Oa 110 + 1 rLT11 - WA A ! 1011 1E L L 4 L 1 .4 2 10 2041 { II ILA - ODIUM I A U76 I 3 20 t 1 L CAS 2 — m _____1- 120 1 - tLTI - C#IRIKIRG 3 1 11 A 1 A II I 1a A I 11..- I u_ 1111 ti�1 1SI L L UUF 1! 1 1T11- 01111MAA1 I I 1440 20'0 14 1 L111 - WIDOW A N RIIC - VALES 1N 30 1 L IE(1fE WRAY TRACIL v. Nj RISC - Ina * 10 1 La - BMX 1 N AEC - 11041121117ATC OM IN N — j sawv00000 20 iii 2) w'• 20 m .. I A U 27 •11111-.. II u i ■ 1 O .� la ©.- ©- Aso MM SM IN- O mai • W F L - NI1Cq O REC - FLAY " 1) 1 1EC - miaow 4 O NvcTOA 1 ATC - CMIIIMMP - - © 20 1 R� - CMIKAIP AP ■ 11NE 20 1 AID - CAA�MAMP EPAIE AIE !"AfiE mar sit M) SI,AAE S #IAIE 211 1 E FARE III S�APlE a 11© 7415 --111111--■. --___- 42 20 1PAPE PHASE A - TOTAL CONFECT® LOAD (MA( MADE A - TOTAL CONNEC181 LOAD pia _ ©___-- IINAE C - TOTA1. COMM LOAD (MA) _ 74N PNL. =HOW 4IM5 OE •1' aR __ D.F. • 51% 1 ROUTE CIRCUIT VIA L KJIKTMq CONTACTOR CONTROLLED SY TDECLOCK PROVIDE &POLE U0HT1111 CONTACTOR N NE MA 1 ENCLOSURE 2 ROUTE BRANCH CIRCUIT VIA THE SNITCHBAMrC PROVIDE IIEYED WATCHES FOR BRANCH CIRCUITS ALSO CONTROLLED BY TTIIECLOCK 3 PROVIDE 120 VAC C0M/ECITON TO CONTACTOR 4 PROVIDE ISOLATED GROUND RECEPTACLE AID CIRCUIT 5 PROVIDE CMC IT BREAKER =BAKE KMLE N THE SOW POSITION 5 PROVIDE HACR RATED cRCUIT BREAKER 7 REMOVE ALL EX8ITNO LOADS BACK TO PONT OF SERVICE UNLESS NOTED OTHER/21SE. I OUSTM10 LOAD SCHEDULED TO RBINN. a SWIM PANELSOARD SCHEDULED TO PE RAK ( 4 V 3'-0' LIMO . CORD OM= g001C G+IM1 U#MlAED 7(: SNOW G3000CE Cam ut rtra MOM GLOOM 8115E Immo • " r;103 REFER TO TIE ARDIFTECTUIN. OETMS FOR T COWL - MON TO SIRUCTUFE p FOT OE -OFPB) Al MEAD 0 SUO.C.WAX OR C FROM MINN JOINT APE FrI GS 1r D S1BEL PV (IIIFEADED IMP HOl:ER SE Left WOW UGHT NOTES: 1. ELEC. CONTRACTOR SHALL PROVIDE ALL REQUIRED WINGED COMPONENTS INCLUDING BUT NOT UNITED TO THE FoLLOVA NG: a. RAT ELBOW #G3OI1E FOR ALL 90 TURNS. b. TEE CONNECTOR #G3OI5E AS REQUIRED. c. TAP -OFF FITTING #G3046TF FOR POWER FS- DUPLEX FIECEPTACLE COVER #G3043C ON X-0" CENTERS FOR ENTIRE LENGTH OF WIOLD_ e. C I WNGER #G3O08C SUPPORTS WITH MOUNTING KWIC MARE ON 5'- O (ENTERS FOR MIRE LENGTH OF 1111REMOLD. 2. ELEC. © R SHALL PROVIDE ALL MOUNTING HOED 1AtAFE AS INDICATED AND AS REQUIRED FOR A (COMPLETE INSTALLATION. 3. ELEC. CONTACTOR SHALL PROVIDE ALL SEISMIC AS REWIRED BY THE LOCAL. JUNSDICTIONL 4 PRIOR TO BPC. COORDINATE MOUNTING FECINT AND LAMP HOLOBR LOCATIONS WITH THE ARICHTECT- S ELEC. R SMALL PROVE ALL THREADED PIPE D (TS. LS ND UMONSI TQ NMI A COMPLETE PIPE ROIL SMSTM 'amour OREM IL ALL COMPONENTS 10 REMAIN UNIVIIPIInkk b r. wmmz SOUTHCENTER MALL SPACE I I008 Ttuu.A, WA 98188 MURPHY VAREY= sox Nam Avows X17 w Nom, Lamm ON 7: soli •w 9 F: t sir.. MlarmVassr.as+r Hargis EngInssre, Inc. 600 Stewart St., Ste. 1800 Seattle, WA 98101 Tel: 208 - 448 -3376 Fax: 208 -448 -4450 www.hargis.biz EXPIRES PRIMO ANasu+1t 03140 bosun STORE i OS Issas, Few PERMIT /BID SET Sam. 07-23-03 Ismer SET o7 -20.03 Puesa /S* SIT SEIB Tina ELEC. PANEL SHEDULES AND DETMLS Stait 64. 4110 • f • I